20240903IPC to Staff 21(c) Supplemental - Attachment 1 - RFP - T902 Construction - Exhibit B L902 Group-2_IFB Package_RevA Part 1 of 2.pdf

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Table of Contents
L902 DRAM SUB TO RATTLESNAKE SUB REBUILD
WO#: 27631139
I. Specifications
II. Work Order
III. Structure List
IV. Staking Table
V. Materials
VI. Structural Drawings
VII. Hardware Drawings
VIII. Steel Vendor Drawings
IX. Sags
X. Damper Layout
XI. Phase Diagram
XII. R-O-W Permits
XIII. Maps
XIV. Plan & Profile
XV. Misc

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I. SPECIFICATION

IDAHO
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An IDACORP Company
TECHNICAL SPECIFICATIONS
L902 Rebuild & Reconductor
LINE 902 BOBN-MPSN
Project ID T902190002 WO # 27631139
Version 1 , Revision 0
7-19-2023

INDEX TO THE ARTICLES OF THE SPECIFICATIONS
PAGE
TS-1 SCOPE OF WORK AND GENERAL REQUIREMENTS.................................... 1
TS-2 DEFINITIONS .................................................................................................... 3
TS-3 SURVEYS AND LAYOUT OF WORK................................................................ 4
TS-4 COORDINATION, CONSTRUCTION SCHEDULE, AND REPORTS ................ 5
TS-5 ACCESS ROADS .............................................................................................. 6
TS-6 OVERHEAD CROSSINGS ................................................................................ 7
TS-7 POLES AND FIXTURES.................................................................................... 9
TS-8 INSULATORS AND INSULATOR HARDWARE .............................................. 17
TS-9 CONDUCTOR STRINGING............................................................................. 18
TS-10 SAGGING CONDUCTORS ............................................................................. 20
TS-11 CLIPPING-IN ................................................................................................... 21
TS-12 JUMPERS........................................................................................................ 22
TS-13 CONDUCTOR SPLICES AND DEADENDS .................................................... 22
TS-14 CONDUCTOR REPAIRS................................................................................. 22
TS-15 CONDUCTOR CLEANING .............................................................................. 23
TS-16 CONDUCTOR VIBRATION DAMPERS........................................................... 24
TS-17 OVERHEAD GROUND WIRE ......................................................................... 24
TS-18 OVERHEAD GROUND WIRE, OPTICAL GROUND WIRE DAMPERS .......... 24
TS-20 GROUNDING OF FENCES, BUILDINGS, AND OTHER METAL OBJECTS .. 25
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TS-1 SCOPE OF WORK AND GENERAL REQUIREMENTS
A. Scope of Work
These Specifications, together with the drawings, agreements, general conditions,
and all easement (Federal, State, and Private) stipulations, apply to and are part
of the construction contract for the Idaho Power Company (Owner).
The construction shall be carried out in strict accordance with the drawings of the
Owner or Manufacturer, along with all recommendations attached thereto. The
drawings and data are located in the appropriate tabbed Sections of this book or
provided under separate cover. Refer to Sections labeled: Structure List, Sag
Charts, Drawings, etc.
B. Project Submittals
Submit quality assurance materials in accordance with the Line Construction
Submittal Schedule. Detailed information about the content of each submittal is
included in the appropriate specification section.
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LINE CONSTRUCTION SUBMITTAL SCHEDULE
99 POWER
Line: Project ID: Work Order: Project Leader:
Contract Manager: Crew Foreman/Contractor:
SPEC APPR
SUBMITTAL DESCRIPTION DESCRIPTION/ENGINEER COMMENTS WHEN TO SUBMIT
SECTION TYPE
TS-4.A OUTAGE PLAN 2WK PRIOR T0OUTAGE PL
TS-4.A CONSTRUCTION PLAN ATPRECON PL
TS-4.A CONSTRUCTION SCHEDULE ATPRECON PL
TS-4.A WEEKLY PROGRESS REPORT WEEKLY PL
TS-6.D CROSSING NOTIFICATION 10 DAYS PRIOR TO THE CROSSING 10
TS-7.13 STEEL POLE SLIP JOINT JACKING LOG
TS-7.G ANCHOR TESTING EQUIPMENT APPROVAL 2 WEEKS PRIOR TO TESTING EA
TS-7.G ANCHOR TEST REPORTING LOG 2 WK PRIOR TO RELEASE OF RETENTION EA
TS-10 SAG REPORTING LOG 2 WK PRIOR TO RELEASE OF RETENTION EA
TS-13 IMPLO TRAINING CERTIFICATE 2 WK PRIOR TO STRINGING EA
Note: 1. Refer to contract general requirements for instructions on submittals.
2. Electronic submittals in lieu of paper documents are encouraged.
3. Approval types are: "Project Leader (PL)," "Engineering (EA)" or "Information Only (10)."
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TS-2 DEFINITIONS
The terms used in these specifications are defined as follows:
Assembly and Staging Area - the areas in which the Contractor assembles structures
and/or checks, handles and stores materials.
Can — describes a steel casing type foundation for direct embedded poles. Material may
be a steel pipe or corrugated metal pipe (CMP).
Complete Structure - all components of a Structure including sign and all connecting
hardware used for joining members.
Contractor — the successful Bidder who executes a contract issued by the Owner for
construction of the transmission line.
Job Site - the location upon which the Structure is to be installed. This term has the
identical meaning as the terms "Structure Location", "Structure Station", and "Structure
Site".
Manufacturer - any company that supplies materials used in the construction of the
project.
Manufacturer's Recommendation - all instructions issued by a company supplying
materials for the project, which pertain to handling, hauling, assembling, and installing
material.
Plumbed Pole — A pole set at a vertical position where the center of the top of the pole is
directly over the center of the pole at the ground line.
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Rake — Distance the top of the pole is intentionally offset from plumb.
Select Backfill - Material used for compacted backfill meeting the specifications for select
backfill. The material and gradation are specified by contract.
Stake - Survey stake, with appropriate markings.
Structure Location - The centerline stationed, staked location upon which a Structure is
to be installed.
Structure Hub - The control point at each Structure that is provided by the Owner. This
term has the identical meaning as the terms "Centerline Hub", and "Hub". All reference
staking for Structure construction will be from the hub.
TS-3 SURVEYS AND LAYOUT OF WORK
A. Survey
After the survey locations are staked and verified by the Contractor, the survey
stakes and locations will be considered the responsibility of the Contractor.
Contractor has two weeks after structure staking is completed to notify the Owner
of any structures that require re-staking. If the Contractor identifies no required re-
staking, the survey is assumed to be verified. The General Conditions address the
consequences of destroyed survey control.
B. Survey Staking
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Structure pole construction staking will only be provide by request. Due to this
being a rebuild project most tangent structures will be replaced within 5-10 ft of
existing structure as called out in the structure list. Relocation any more than this
will required IPC engineering approval. Angle and deadend structures will be
replaced in their current footprint. Staking will be provide for all anchors.
The structure staking provided by the Owner will include centerline hub and two
reference points on the perpendicular bisector. The structure stakes shall be
clearly marked with the structure number. A Structure List shall be furnished
detailing structure data. Included shall be the structure type and pole heights.
Structures shall be placed in locations as described in the Structure List and or
Drawings. Structures shall not be erected in any other location without prior
approval of the Owner. The Contractor shall be responsible for preservation of the
survey location of the poles and anchors.
Elevations shall be furnished by the Owner only in the form of Plan and Profile
Drawings. Staking diagrams, where required, will be provided prior to the start of
construction.
If a discrepancy exists between the markings on the stakes and the Plan and
Profile Drawings or the Structure List, or if it appears to the Contractor that a
structure as staked is in error, Contractor shall notify the Owner immediately and
no further work shall be performed on the structure or structures in question until
such discrepancy or error is resolved. If the Contractor proceeds without the
Owner's direction, all such work shall be at the Contractor's own risk.
TS-4 COORDINATION, CONSTRUCTION SCHEDULE, AND REPORTS
A. Coordination
Owner and Contractor shall jointly prepare an outage plan for all scheduled
interruptions of electrical power. The Contractor, Owner and the affected utilities
shall sign this plan at least two (2) weeks prior to the outage. Prior to requesting
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signatures, all materials required for the scheduled outage shall be at the site. The
outage plan shall include specific procedures for coordinating with commercial
activities such as automated data processing centers (computers), hospitals, 24
hour-a-day manufacturing and processing plants, etc.
Contractor and sub-contractors shall be required to attend a pre-construction
conference with the Owner and any other party involved with the Project. The
Contractor's superintendent shall also attend the conference. If the Contractor's
superintendent is not present, the conference shall be rescheduled at the
Contractor's expense.
At the conference, the Contractor shall present a construction plan including but
not limited to the following:
• Construction sequence, methods, and equipment to be used in all phases.
• Location(s) of staging area(s) if located.
• Construction schedule showing all activities for the entire project including IPCo
defined milestones.
• If requested, the Contractor shall provide, without charge, two-way radios
(minimum of three) for the Owner's vehicles.
• Contractor shall maintain, in a safe place at the site, one record copy of all
Drawings, Specifications, Addenda, Change Orders, Field Orders, and written
interpretations and clarifications in good order and annotated to show all
changes made during construction.
TS-5 ACCESS ROADS
A. General
The Contractor may improve established access roads to each structure site as
necessary to complete the work. The Contractor shall be responsible for
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maintenance of all access roads during construction and revegetation after the
work is complete
Contractor will be responsible for construction of and revegetation of any roads
and/or pads for drill rigs, cranes or erection areas as required for construction
practices including all roads built by the Contractor.
TS-6 OVERHEAD CROSSINGS
A. General
Contractor, at their expense, shall furnish and install all guard structures required
for crossings over electric supply and communication lines, railroads, roads,
highways and other obstructions, or for protection of the conductor. As soon as
any guard structure has served its purpose, it shall be removed in its entirety and
all holes shall be properly backfilled, compacted and the site reclaimed.
All guard structure installations on public lands shall require at least ten (10)
calendar days prior notification to the Owner for necessary environmental review.
B. Road Crossings
Such guard structures or other protective devices as may be required by local or
state authorities, property owners or the Owner for the purpose of maintaining
traffic flows during stringing operations shall be installed. The expense of required
flagmen, guard structures, permits and other protective devices shall be borne by
the Contractor.
C. Electric Supply and Communication Line Crossings
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Substantial guard structures or equally effective measures to prevent contact
between the conductor being strung and the lines being crossed shall be used.
Temporary changes in poles, fixtures or conductor of lines being crossed, as found
necessary by the Contractor, shall be prearranged by the Contractor with the
owner(s) of the lines crossed.
Special attention is called to the safety rules of the National Electrical Safety Code,
current edition, which shall be strictly observed:
• Crossings over lines having a potential of 2300 volts or more shall be made
with the line to be crossed de-energized, whenever possible.
• All lines having a potential of 750 volts or more which are de-energized for
crossing shall be short-circuited and grounded with appropriate and adequate
grounding conductors, placed at the site of the crossing and in view of the
workmen constructing the crossing.
• When lines to be crossed over are owned, leased or operated by the Owner,
the Contractor shall, at their own expense, make all arrangements and secure
the necessary working clearance from the Owner. All preparatory work shall be
done prior to the working clearance. Upon completion of the work the
Contractor shall immediately notify the Owner that the lines are clear and
release working clearances.
• Where work to be performed requires the de-energization of facilities other than
those owned, leased or operated by the Owner, the Contractor shall make the
necessary physical and financial arrangements for such de-energization, with
the other owner(s).
Contractor shall bear all costs resulting from any failure to complete the work within
the period of time stated in the original clearance.
D. Notice of Crossing
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Contractor shall notify the Owner of any power line, communication line or road
the Contractor intends to cross as least ten (10) calendar days in advance of the
time the crossing is to be made.
E. Guard Structures
A guard structure shall consist of a pole with stringing sheaves attached, a pole
with timbers attached, two or more poles connected with a fiber rope, or two or
more poles joined by timbers with guys or braces when required. Guard structures
using stringing sheaves shall include provisions for supporting the conductor in the
case of failure of the sheave and attachment assembly. All guard structures shall
include provisions for avoiding damage to the conductor by the guard structure.
All guard structures shall be of adequate strength to withstand the stresses to
which they may be subjected. Poles shall be set to a sufficient depth, all parts shall
be of sufficient strength and necessary guying or bracing shall be installed to
ensure adequate strength of the structure.
TS-7 POLES AND FIXTURES
A. Wood Poles
a. General
N/A
b. Setting Poles
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Poles shall be set in the ground to the depth shown in the following table.
These depths are to the original ground line. On side hills the ground line
shall be considered to be the lower side of the pole. Actual embedment
depth shall not vary more than plus or minus 6 inches from the embedment
depth shown below. When placing structures on side hills, embedment
depths may be varied within these parameters to insure conductor
attachments are matched. Variable height poles on H-frame structures are
called out as required on severe side slopes. Any deviation from these
embedment depths will be noted in the Structure List.
Length of Embedment
Pole Depth
40' 6.0'
45' 6.5'
50' 7.0'
55' 7.5'
60' 8.0'
65' 8.5'
70' 9.0'
75' 9.5'
80' 10.0'
85' 10.5'
90, 11 .0'
95' 11 .5'
B. Steel Poles
a. Handling
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Steel structures are painted direct embedded type or self-supporting type
with base plate. They shall be handled in such a manner that the finish,
especially the corrosion inhibiting coating on the base, is not scraped or
scratched by handling equipment, dragging over jagged rocks, etc. The
Contractor shall repair all damage to paint or corrosion inhibiting coating
incurred during construction.
Manufacturer's assembly drawings of the structures shall be provided to the
Contractor after bid award.
b. Assembly
All slip joint structures shall be jacked together in accordance with the
Structure list furnished by the Owner and with the drawings and material list
prepared by the Structure Manufacturer and approved by the Owner.
The jacking method and equipment must be approved by the owner before
construction starts.
The contractor shall record the results of pole jacking on the provided or an
approved log. This log should document actual lap length and force applied
to all splice joints.
All structures will be assembled, aligned and all bolts tightened and/or
torqued as required by AISC code of Standard Practice. After final
tightening and before any attachment is made to the structures, the
alignment shall be checked.
Connection or erection bolts shall be seated to the head and installed with
nuts to the outside of the member.
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Install structural nuts in accordance with the manufacturers
recommendation and tightened to the recommended torque value per bolt
diameter and material. Beveled washers will be used on sloping or beveled
surfaces where required to provide a proper fit.
Only wrenches approved by the Owner will be used on the work. The use
of any wrench that may deform the nut will not be permitted.
All structural metals will be handled with care to avoid bending or damaging.
Pieces bent in handling may be used only if they are straightened in
accordance with procedures set forth by the Manufacturer and approved by
the Owner.
Field welds required for steel structure adjustments and miscellaneous
additions shall not be made without the approval of the Owner.
C. Setting Poles
Direct bury poles shall be set in the ground to the same depth as shown in the
table in Section TS-7 A.b. These depths are to the estimated ground line. On side
hills, the ground line shall be considered to be the lower side of the pole. All
structures shall be fine graded so that the tops of poles shall not exceed two (2)
inches difference in elevation. Actual embedment depth shall not vary more than
plus or minus six (6) inches from the embedment depth shown on the Structure
List without authorization from the Owner. Any deviation from these embedment
depths will be noted in the Structure List which shall govern.
All structures shall be constructed in a workman like manner. All poles except for
those that are cambered shall be in alignment with one another and plumb. The
center of the pole top shall be in vertical alignment with the center of the pole at
ground line when viewed from any direction. All poles shall be set plumb at
tangents. The tolerance for pole plumb is one-half percent (1/2%) of the pole
height as observed from both the "in-line" and the "transverse" position. A
minimum amount of "rake" may be pulled in by tightening guys to insure poles on
angles will appear plumb after installation of conductors. Station and structure
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number stakes shall be preserved by being placed in the backfill adjacent to the
pole.
Field welds required for steel structure adjustments or groundline and
miscellaneous additions will not be made unless authorized by the Owner.
D. Excavation
Holes shall be a minimum of 12" larger than the butt diameter of the pole and be
large enough to admit the poles, leaving sufficient room for tamping and shall be
approximately the same diameter at the top and bottom. All excavation is
unclassified. No distinction is made between excavation of rock and common
materials.
E. Backfill
a. Direct Embedded Poles and Anchors Native Soil
The Contractor shall backfill each pole hole and/or anchor hole in layers not to
exceed six (6) inches and then the backfill shall be air or hydraulically tamped.
This procedure shall be applied in successive steps to the ground line level. All
backfill must be compacted to 95% of the maximum dry density determined in
accordance with ASTM D-698 — Standard Proctor and be within +2% to —4% of
optimum moisture. No frozen materials or organic matter, such as trees, brush,
scraps, etc., are allowed as backfill.
b. Direct Embedded Poles and Anchors Select Backfill
Select Backfill shall be 1/4" minus road mix. The select backfill shall be supplied by
the Contractor. The Owner will specify locations where select backfill will be used.
The use of select backfill will depend on the size and type of material removed
from the pole hole excavation, which includes, but is not limited to, holes excavated
by blasting. Where required, select fill shall be placed around the structure to
original grade. Select fill shall be compacted to 95% of the maximum dry density
determined in accordance with ASTM D-698 — Standard Proctor and be within +2%
to —4% of optimum moisture.
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Placement of select backfill shall be in lifts not exceeding six inches after
compaction. The Owner reserves the right to inspect and/or test each lift for
density compliance prior to placing the next lift.
c.CMP Can Procedure
The Contractor shall backfill around the outside of each can in layers not to exceed
six inches (6") and then the backfill shall be air or hydraulically tamped. This
procedure shall be applied in successive steps to the top of the can. The backfill
shall be placed outside the can immediately after excavating the hole and placing
the can. Compaction of the backfill outside the can must be equal to 95% of the
maximum dry density determined in accordance with ASTM D-698 — Standard
Proctor and be within +2% to —4% of optimum moisture. Contractor, as an
alternative, may elect to furnish and install lean mix concrete of 1500 psi
compressive strength as backfill outside the can, if it is tremied to the bottom of the
hole and filled from the bottom up.
Once the can is backfilled, the pole shall then be set within the can and the void
between the pole and can shall be backfilled with 1/4" minus angular chips. The /4"
chips shall be installed in lifts not to exceed 2 feet (2') in depth. Each lift shall be
compacted through vibration by placing a vibratory hoe-pack or other approved
vibratory device on the size/class plate on the steel pole. Each lift of the 1/4" chip
backfill shall vibrated in this manner for one minute or until no further settling is
observed, whichever is greater. The chips must be lubricated with water during
the vibratory-compaction process to facilitate compaction. The chips must be
angular — not rounded. This procedure shall be applied in successive steps to the
top of the can.
Specification for 1/4" Inside Can Fill Material
Sieve Size Percent
Passing
3/4........ ................... 100%
No. 4......... ...... ....... 0-5%
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Aggregate shall exhibit a single fractured face count of at least 60% as determined
by the percentage of fracture in coarse aggregate FOP for AASHTO T 335 (11 ).
F. Ground Rods
In areas where ground rods cannot be driven due to rock, a four (4) inch hole shall
be drilled for the rod and filled with non-shrink grout or clay. All Ground rods shall
be placed in undisturbed soil or rock. Ground rods may not be placed in the pole
excavation.
G. Guys and Anchors
The size of anchors and the location of the eye of anchor to be installed shall be
as shown on Staking Drawings, Structure List, and/or as staked in the field. Certain
field conditions, such as steep slopes, may require detailed instructions by the
Engineer. The anchor rod shall be set in-line with the guy strand and to such a
depth that the eye of the rod protrudes from the ground a maximum distance of
eight (8) inches after strain is applied, or to depths as specified by the Engineer.
Under no circumstances shall the eye of the rod be buried or covered with soil.
All anchors, unless otherwise specified, shall be tested. Anchors shall be tested
with a testing machine that can be aligned with the rod of the anchor such that only
axial load is applied with no up and down, or side-to-side movement. The testing
equipment shall be capable of accurately measuring the load applied to the anchor
within tolerances acceptable to the Engineer. The Engineer shall pre-approve all
anchor testing equipment.
All anchors will be pull tested. The limits of the pull test for each anchor will be
delivered prior to construction. Contractor shall be prepared to test anchors to
loads as high as 40,000 lbs. per anchor.
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Maximum load shall be applied to the anchor for a minimum of five (5) minutes.
The maximum allowable in-line displacement of disk, cone, and plate anchors is
two (2) inches. Anchors that exceed the allowable two (2) inch displacement shall
be completely removed, inspected for damage, and reinstalled by the Contractor.
Rock anchors that exceed one-fourth (1/4) inch displacement shall be replaced.
The contractor shall record the results of anchor testing and deliver them to the
Owner in the Owner's format.
Anchor types and locations shall be staked as shown on Staking Drawings and the
Structure Drawings, except where field conditions require detailed instructions by
the Engineer. Should it appear that the specified or staked location of guys or
anchors is undesirable due to conflict with roads, streams, conductors, or other
improvements--or due to creating a hazard to property or persons--the installation
shall be deferred until specific instructions have been received from the Owner. If
the Contractor fails to get such instructions, the relocation of the guys and anchors
shall be at the Contractor's expense.
A rock anchor must be embedded at least 24 inches into solid rock and grouted
with a non-shrink grout. Grout shall be allowed to cure for a minimum of 72 hours
before testing or loads are applied.
Points of attachment to poles shall be as shown on the Structure Drawings.
Downguys shall be installed before conductors or overhead ground wires are
strung. Prior to stringing, all downguys shall be pretensioned to a load specified
by the Engineer. All nuts on pole bands, clamps, and other fittings shall be
tightened adequately but not excessively.
Fiberglass guy strain insulators shall be installed where specified on guys. The
insulators shall have a minimum breaking strength equal to or greater than the
ultimate strength of the guy wires to which they are attached. The length of the
insulator(s) shall be great enough to provide wet flashover voltage equal to or
greater than the required BIL of the highest voltage on the structure.
Installation of the guy strain insulators shall be accomplished in a manner to meet
the insulator positioning requirements given in the order of importance listed below:
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Requirement 1 Insulators shall be so located that the bottom of the insulator
will not be less than eight feet (8') above the ground at any point
along an arc described by it when its guy sags or is broken.
Requirement 2 When the insulator is used to reduce required clearances, it
shall be so located that the mid-section of the fiberglass
insulator is at the point of minimum clearance between the
down guy and nearest conductor. Additional insulators shall be
used, if needed, to meet Requirement 3.
Requirement 3 The top of the insulator shall be below the lowest line conductor
when the guy strand is in a vertical position, except when the
first requirement prevents such positioning.
Requirement 4 All insulators under tension should not be less than six feet (6')
from the pole, if possible, after the above conditions have been
met unless otherwise specified.
H. Final Grading
Direct surface drainage around the structure as required. Grade disturbed area
around each structure to blend with natural contours, as approved or directed by
Owner. Pads used for structure installation may be left as graded and re-seeded
only.
I. Structure Numbering
See Structure Drawings and Structure List
TS-8 INSULATORS AND INSULATOR HARDWARE
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The Contractor shall handle insulators with care in assembly. Foreign matter shall be
cleaned from insulators before mounting on the Structure. Contractor shall follow
requirements of manufacturer in handling the polymer insulators.
TS-9 CONDUCTOR STRINGING
The conductor shall be installed in accordance with ANSI/IEEE Std. 524-2003 "IEEE
Guide to the Installation of Overhead Transmission Line Conductors".
The handling, sagging, and clipping of conductor shall be by methods which shall prevent
damage to the conductor and line structures in any way. Structure deflection during
stringing shall be controlled with the use of down guys. Bends of less than the minimum
bending radius specified by the Manufacturer shall not be permitted. Braking of the reels
shall be positively controlled by means of a mechanically adjustable device and shall be
applied in a manner that shall avoid damage to the conductor, reel, and line structures.
No more than two (2) full reels of conductors shall be strung in tandem and then only if
the equipment used, in the opinion of the Owner, is adequate to string the conductor
without damaging it. Unreeling speed shall be dependent upon capability of machinery
used and adequate control of the conductor.
Stringing equipment for conductor pulls shall be located in a manner, which allows the
entire length of wire on the reel to be used without cutting or splicing. The engineer must
pre-approve all conductor pulls that require cutting wire or using less than full reels of
conductor.
Sheave surfaces which shall contact conductors shall be coated with a resilient material
such as neoprene or rubber. The stringing sheaves may be hung on the insulator strings
or in straps equal to the string lengths attached to the structure arms with suitable hooks
or clamps placed so as to properly distribute the load through the arm. The sheave shall
support the conductor at its permanent elevation when clipped in, or all sheaves can be
placed an equal distance below the permanent elevation with the approval of the Owner.
Pulling grips shall be designed specifically for conductor size and type and shall be
approved by the Owner.
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Any part of the structure subject to abrasion by any pulling line of conductor shall be
protected against damage by suitable lagging. The sock line for each conductor shall be
of sufficient length to avoid overloading the structures and damaging the conductor. The
sock lines shall be used in a manner, and shall be of such length that the conductors shall
not be dragged transversely over the ground, horses, or lagging. The sock lines shall be
connected to the conductor with a swivel connection in a stocking type grip. The tail wires
of the grip shall be taped down so that the grip shall run freely in the sheaves and shall
not damage the sheaves. Sheaves shall be protected from damage caused by steel
pulling lines at high tension. Sheaves damaged by pulling lines shall not be used for
conductor.
Conductors shall not be permitted to contact the ground at any time, nor contact any
object which may damage it. Stringing shall be done by the tension method only, applied
so that the conductor shall be installed, without damage. Tension machines shall be
placed in line at such a distance behind the first structure being strung so that the
conductor slope to the first support shall not exceed a ratio of 1 to 4. Reels shall be set
behind and in line with the tension machine, and feed the conductor directly into the
tension machine. Lagging shall be used to keep the conductor off the ground when the
ends of the conductor are lowered for splicing and/or dead-ending.
Adequate guards shall be provided where there may be a danger of conductor being run
over by vehicles or damaged by other equipment and objects. Conductors shall not be
left in contact with horses, lagging, vegetation matter, or any conducting or semi-
conducting material longer than 5 calendar days where the line is paralleling an energized
transmission line.
Tension machines shall be designed and maintained to provide even tension during the
stringing operations and to assure safe and damage-free handling and stringing of the
conductor. Groove diameters shall be as specified by the conductor Manufacturer and
shall be coated with a non-conducting neoprene.
Horses shall consist of a horizontal member supported at the ends by A-frames, or other
substantial arrangements such that the conductor shall be supported at least four (4) feet
above the ground at the horse. Guards shall be provided at the ends of the horses to
19
L902 Rebuild T902_Rebuild _LineConstructionSpec_7-19-2023.docx 7/19/2023

prevent the conductor from slipping off. Materials likely to be contacted by the conductor
shall not damage or contaminate the conductor with insoluble substances.
Lagging shall consist of any non-metallic material, which shall not damage or contaminate
the conductor with insoluble substances. It shall be of sufficient length that it shall not be
displaced by the motion of the conductor.
The method of stringing used in a sag section - by tension - shall be the same for each
phase. All conductors on the structures shall be strung on the same day unless it is
clearly impractical to do so. During the stringing operation, conductor left in the stringing
sheaves shall be at a reduced tension. Adequate and proper ground clearance over
roads, fields and railroads shall be maintained.
The maximum pulling tensions shall not exceed the final sag tension of the conductor at
its hottest temperature shown on the sag charts. The cable pullers, tensioners, and pulling
machines shall be located as near midspan as possible, but in no case shall the slope of
the conductor between the pulling machine and stringing block at the first structure be
steeper than four (4) horizontal to one (1 ) vertical. The length of conductor pulled in one
operation shall be limited to that length which can be sagged satisfactorily, as approved
by the Engineer.
Splices shall not be pulled through a sheave except with the approval of the Owner.
TS-10 SAGGING CONDUCTORS
Conductors shall be sagged for the temperature of the conductor at the time sagging is
performed and in accordance with the sag chart. Sagging shall be completed no later
than the next working day following stringing. Conductor temperature shall be measured
with a conductor temperature thermometer.
The determination of sag shall be by means of transit. The conductor shall be sagged
within the tolerance of 0.01 x sag in feet, but not exceeding a maximum of one-half (1/2)
foot. The sagging method is subject to approval by the Engineer. The Contractor must
demonstrate that their sagging methods and equipment are accurate.
20
L902 Rebuild T902_Rebuild _LineConstructionSpec_7-19-2023.docx 7/19/2023

Conductors of a phase bundle shall be sagged simultaneously to the same sag. Sag
differences per sub-conductor of a bundle shall not exceed one (1 ) inch.
The length of conductor sagged in one operation shall be limited to one (1 ) or two (2) reel
lengths or 18,000 feet maximum, unless otherwise approved by Owner. Conductors at
end of sag section shall be snubbed so that no movement of conductor shall take place
during sagging of adjacent sections. Snubs shall not be anchored so close to structure
that the crossarm shall be overloaded. The snub point shall be located such that the
horizontal to vertical ratio is greater than 4 to 1 .
The spans used for determining the correct sag shall be, where possible, the longer level
spans in the section of line being sagged. The sag shall be determined on both sides of
angle points of more than 10 degrees. When sagging conductor lengths covering more
than six (6) spans, the sag shall be determined at two (2) locations at approximately one-
third points along the sag section, but in no case shall sagging transits be more than two
(2) miles apart. In unusual situations, additional determinations may be required. After
the conductors in the spans used for the determination of correct sag have been pulled
to the correct tensions, as many successive spans as can be observed from the
instrument positions shall be checked by means of transit or other suitable instruments to
insure their relative positions are correct.
If the conductor is brought up higher than the required sag (too tight), the conductor shall
be let down a minimum of three (3) feet below the required sag and pulled up again.
Conductor shall always be brought up to sag and never let down to sag. Conductor shall
be allowed to stay in sheaves for no longer than 3 calendar days before sagging and
clipping begins.
The Contractor shall maintain a sagging log identifying the spans checked, sag,
temperature, computed sag, and other pertinent data such as wind velocity. Sagging
operations shall not be carried on when, in the opinion of the Owner, wind or other
physical conditions prevent satisfactory sagging.
TS-11 CLIPPING-IN
21
L902 Rebuild T902_Rebuild _LineConstructionSpec_7-19-2023.docx 7/19/2023

Suspension clamps shall be installed so that the insulator strings and suspension shoes
shall hang in a vertical plane through the points of insulator string attachment to the
structure, with the structure properly aligned.
All conductors in a sag section shall be sagged and marked plumb in one working day
and clipped-in in sequence and in a time period not to exceed three days from the time
of stringing.
If offset clipping is required, installation shall be performed in accordance with "Methods
of Tensioning Overhead Transmission Line Conductor" by Gerard D. Hassler or
equivalent method to be approved by the Engineer. Offset clipping will be supplied by
the Owner after the wire setup locations are given to the Owner by the Contractor a
minimum of two (2) weeks before the offset clipping is required.
Torque wrenches shall be used to tighten suspension clamp U-bolts to torque specified
by the Manufacturer.
TS-12 JUMPERS
The Contractor shall make up all jumpers and shall install all jumpers except those
required at substations. The jumpers shall be so proportioned and hung so that under
normal conditions proper clearances between jumpers and structures are maintained.
TS-13 CONDUCTOR SPLICES AND DEADENDS
Splices shall not be made within fifty (50) feet of suspension clamps or within 100 feet of
another conductor fitting. Splices shall not be installed within 100 feet of deadend
assemblies. Splices shall be avoided over railroad, highway, rivers and electric supply
crossings. Splice locations shall be indicated on the structure list.
When implosive connections are used, the Contractor shall provide certification(s) of
employee training by IMPLO technologies within the previous two years.
TS-14 CONDUCTOR REPAIRS
22
L902 Rebuild T902_Rebuild _LineConstructionSpec_7-19-2023.docx 7/19/2023

Damage is any deformity on the surface of the conductor, which can be detected by eye
or by feel. Damage includes, but is not limited to nicks, scratches, abrasions, kinks,
basketing, popped out strands, and broken strands.
Depending upon the severity of damage and the length of the damaged section, repairs
shall be made by careful smoothing with fine sandpaper, covering with preformed repair
rods, or by cutting and splicing with the approval of the Owner.
Kinked, basketed, or severely damaged sections of conductor shall be cut out.
When one aluminum strand is broken or nicked deeper than one-third its diameter, or
when a number of strands are reduced in area by not to exceed the area of one strand,
preformed repair rods shall be installed. When more than three strands are broken or the
conductor is reduced in area by more than three strands, the damaged section shall be
cut out.
When there is repeated damage at the same span or in consecutive spans, all conductors
in these spans shall be replaced.
All damage caused by come-along and other gripping devices shall be repaired or cut
out, as required by the Owner, before the conductor is finally sagged.
Not more than two (2) splice assemblies or sets of preformed repair rods for repairing
damage shall be applied to any 200 feet of conductor except under the direction of the
Engineer. Splice assemblies shall not be installed within 50 feet of a suspension clamp
or within 100 feet of any other conductor fitting. Preformed repair rods shall not be
installed within 15 feet of any structure.
TS-15 CONDUCTOR CLEANING
23
L902 Rebuild T902_Rebuild _LineConstructionSpec_7-19-2023.docx 7/19/2023

Any foreign matter such as pitch, paint, or grease placed on the conductor and fittings by
the Contractor shall be removed by non-injurious methods before the conductor is finally
sagged.
TS-16 CONDUCTOR VIBRATION DAMPERS
Dampers shall be installed in the location and quantity as specified on the Damper
Location List and the drawings. The Contractor shall remove cap screw, inspect the
tapped hole, and remove all fillings, dirt or loose material if applicable. Dampers shall be
installed so that they hang directly under the shield wire or conductor. Torque wrenches
shall be used to tighten cap screws to the torque recommended by the Manufacturer if
breakaway bolts are not used.
TS-17 OVERHEAD GROUND WIRE
The OHGW shall be installed in a workmanlike manner so that no damage occurs to the
OHGW, the support Structure, or any other related materials and/or equipment. Particular
care shall be taken to prevent OHGW from contacting line conductor during installation.
The OHGW shall be sagged as shown on the "Sag Tension" section of the Construction
Package. Sagging procedures, instruction and restriction shall be the same as for the
sagging of conductor.
The Owner shall provide splices and deadends that shall be used in their appropriate
locations.
TS-18 OVERHEAD GROUND WIRE, OPTICAL GROUND WIRE DAMPERS
Dampers shall be installed in the location and quantity as specified on the Damper
Location List and the drawings. The Contractor shall remove cap screw, inspect the
tapped hole, and remove all fillings, dirt or loose material if applicable. Dampers shall be
installed so that they hang directly under the shield wire or conductor. Torque wrenches
24
L902 Rebuild T902_Rebuild _LineConstructionSpec_7-19-2023.docx 7/19/2023

shall be used to tighten cap screws to the torque recommended by the Manufacturer if
breakaway bolts are not used.
TS-20 GROUNDING OF FENCES, BUILDINGS, AND OTHER METAL OBJECTS
Contractor shall install grounds on fences, buildings, and other metal objects as shown
on the drawings or as directed by Owner. Idaho Power Company standards on grounding
of fences, buildings and other metal objects are included in the grounding section of the
specification.
END OF TECHNICAL SPECIFICATION
25
L902 Rebuild T902_Rebuild _LineConstructionSpec_7-19-2023.docx 7/19/2023

0
0
v
m
II. WORK ORDER

L902 DRAM SUB - RTSN SUB
230-kV LINE GROUP-2 STRUCTURE
REPLACEMENT
WORK ORDER HAS NOT BEEN RECEIVED FROM THE IPC AT THIS TIME.
L902 DRAM SUB-RTSN SUB 230 kV

to
c
n
c
m
r
cn
III. STRUCTURE LIST

GROUP-2 L902 REBUILD DRAM-BOBN STRUCTURE LIST
L902 B01SE BENCH TO MIDPOINT
WM:27631139 Vog4go:230kV Date:7/21/2023
PIDN:T902220002 Shield Who:3/8 EHS and DINO 12921 R-lel-A-IFB
U.0:902 Conductor:795 ACSR'Tem' Engineer:BMCD/Pahl
Existing Structure Replacement S-dum Estimated Structure Weights(Ibs)
Strucum Number Station(k) Ahead Span(k)• Line A,1,fileg) Pole Heights(k)/Pole Class Pole Heights(k) Roplacemem StroRure Eocene.to Existing Structure' IRefer section 8-Steel Vendor Drawings for final tta l structure Comments
St--Type Structure Type weights)
Lek Middle Right Lek Middle Right
1525 166+64 632.5 01 AXST-HD 65/1 - 65/1 TSH 90 - 90 130FT BACK 11000 THIS LOCATION REQUIRES FIELD STAKING
1524 123+00 635.9 01 AKXS 65/1 - 65/1 TSH 25 - 25 5FT BACK 10000
1520 197-98 605.9 01 AKXS-HD 65/1 - 65/1 TSH 70 - 20 51FT BACK 9000
1512 215-06 592.2 01 AXT 65/1 - 65/1 TSH 65 - 65 61FT BACK 9000
1514 233-04 615.2 1. AXT 65/1 - 65/1 TSH 65 - 65 61FT BACK 9000
1512 245+93 599.2 E° AKXS 65/1 - 65/1 TSH 20 - 20 6FT BACK 9000
ism 270+84 509.5 E° HXS-25 70/1 65/1 W/1 TSD 85 68.5 25 SAME STRUCTURE LOCATION 1600E
1505 293+85 399.7 E° AKXS 60/1 - W/1 TSH 55 - 55 6FT BACK 8000
1502 311.84 499.5 E° AKXS 75/1 - 75/1 TSH 80 - 80 61 BACK 10000 INSTALL AERIAL STRUCTURE NUMBER
150E 325.82 699.6 01 AXT 6S/1 - 65/1 TSH 65 - 65 61 BACK 9000
1117 341,11 522.3 0° AXS SE/1 - 80/1 TSH 80 - 8E 61 BACK 1000E
1496 348+79 592.3 C. - So - 90/1 TSH 90 - 90 -BACK 11.0 INSTALL OPGW SPLICE BOX ON RIGHT POLE
1495 352+98 419.3 16.83°Right DXS-22 85/1 So 90/1 TSAH 95 82 9S SAME STRUCTURE LOCATION 1300E
1494 352+97 499.3 0° AXS 80/1 - 80/1 TSH 80 - 80 6F7 BACK 13000
1492 321+38 633.5 0° AKXS 65/1 - 65/1 TSH TD - 20 6F7 BACK 9000
1491 328+29 240.6 0° AXT 65/1 - 65/1 TSH 25 - 25 6FT BACK 10000
1490 382+97 418.1 01 HXS-25 60/1 60/1 W/1 TSD 90 22 90 SAME STRUCTURE LOCATION 18000
1482 406+26 605.8 01 AXT 65/1 - 65/1 TSH 20 - 20 5FT BACK 9000
148E 456+44 524.4 01 AKX5-HD 70/1 - 20/1 TSH 75 - 25 5FT BACK 10000
1429 466+18 923.6 01 AXT 25/1 - 25/1 TSH 85 - 85 5FT BACK 1200E
1428 473+42 223.9 01 HXS-25 70/1 20/1 20/1 TSD 85 22 85 SAME STRUCTURE LOCATION 18000
1422 480+21 629.1 1. AXST 70/1 - 20/1 TSH 85 - 85 61FT BACK 1200E INSTALL AERIAL STRUCTURE NUMBER
1426 490- 1022.3 0° AXST 75/1 - 25/1 TSH 95 - 95 6FTAHEAD 13000
1425 500-64 1021.5 0° AKXS 70/1 - 20/1 TSH 70 - 20 61FT BACK 900E
1420 533+62 645.6 0° AXT 65/1 - 65/1 TSH 70 - 20 6F7 BACK 9000 INSTALL AERIAL STRUCTURE NUMBER
1469 539+87 625.5 0° AKXS 65/1 - 65/1 TSH 65 - 65 6F7 BACK 9000
•NOTE THAT"AHEAD"INDICATES AHEAD ONLINE AND"BACK"INDICATES BACK ONLINE
BASED ON STRUCTURE NUMBERING INCREASING AHEAD ONLINE. Page 1

GROUP-2 L902 REBUILD DRAM-BOBN STRUCTURE LIST
L902 BO1SE BENCH TO MIDPOINT
W04:27631139 Vog4ge:230kV Date:7/21/2023
PIDN:T902220002 Shield Who:3/8 ENS and DIN012921 R-Ihl-A-IFB
U.0:902 Coeductor)95 ACSR'Tem' Engineer:BMCD/Pahl
Etu tmg Structure Replacement St-um Estimated Structure Weights III
St-um Number Steti-(ft) Ahead Sp-(ft)• Line Angle(deg) Pole Heights(k)/Pole Class Pole Heights(k) Replacement Sh-m Locetion to Existing Structure" (Refef section 8-Steel Vendor Drawings for final tta l structure Comments
Structure Type Structure Type weights)
Lek Middle Right Lek Middle Right
1467 552- 735.4 01 AKXS 70/1 - 70/1 TSH 85 - 85 ISFTAHEAD 12000 THIS LOCATION REQUIRES FIELD STAKING
1466 560+85 845.0 01 AXT 7011 - )0/1 TSI I JS - JS 61 BACK 10000
14" 575+30 685.5 01 AXT 65/1 - 65/1 TSD JS 62 75 24FT AHEAD LEWD THIS LOCATION REQUIRES FIELD STAKING
INSTALL OPG W SPLICE BOX ON RIGHT POLE
1462 586+84 630.8 0° AKXS 70/1 - 70/1 TSH JD - 70 61 BACK 9000 INSTALL AERIAL STRUCTURE NUMBER
145E 610+47 524.E C. AXT fi5/1 - 65/1 TSH 65 - fi5 61 BACK 9000
1457 617-32 685.4 C. AXT 70/1 - 70/1 TSH 75 - 75 61 BACK 1D000
1456 624+83 750.7 0° AXT 70/1 - 70/1 TSH 70 - 70 6FT BACK 9000
1455 630+47 564.5 0° AXT 65/1 - 65/1 TSH 70 - 70 6FT BACK 9000
1453 646+04 793.9 0° AXT 65/1 - 65/1 TSH 75 - 15 6FTAHEAD 10000 INSTALL AERIAL STRUCTURE NUMBER
1451 659+24 769.1 01 AXT 65/1 - 65/1 TSH 75 - 75 66FT BACK 10000 THIS LOCATION REQUIRES FIELD STAKING
1448 681-07 660.1 01 AXT 65/1 - 65/1 TSH 65 - 65 5FT BACK 9000
1447 88R-W 793.9 0° AKXS 71/1 - 75/1 TSH 80 - 80 61 BACK 11.0
1446 695+37 635.4 01 AX5 70/1 - 70/1 TSH 65 - 65 5FT BACK 9000 INSTALL AERIAL STRUCTURE NUMBER
1445 701+26 589.9 1. AXS 70/1 - 70/1 TSH 70 - 70 6FT BACK 9000
14 708+24 697.6 1. AKXS 70/1 - 70/1 TSH 75 - 75 6FT BACK 10000
1443 715+49 724.6 0° AXT 65/1 - 65/1 TSH 55 - 65 5FT BACK 9000
1441 731+40 1098.2 D. HXS-25 75/1 7S/1 75/1 TSD 95 82 9S SAME STRUCTURE LOCATION I8000
1440 742+13 1072.9 0° HXS-25 75/1 75/1 75/1 TSD 85 72 85 SAME STRUCTURE LOCATION IB000
1439 750+88 873.3 0° AXS 75/1 - 75/1 TSH 80 - 80 14U AHEAD 11000 THIS LOCATION REQUIRES FIELD STAKING
143E 757.93 704.7 01 AXT 65/1 - 65/1 TSH JS - JS 61 BACK 10000 I NSTALL AERIAL STRUCTURE N U M BER
1437 768+01 1007.7 0° AXS 7S/1 - 7S/1 TSH JS - JS 61 BACK 10000
14EF 774+75 674.0 C. AKXS 70/1 - 7o/1 TSH 70 - 7o 61 BACK 9000
1434 788+13 619.3 C. - Fo/1 - fi0/1 TSH 65 - fi5 61 BACK 9000
1433 792+11 398.2 0° HXS-25 65/1 65/1 65/1 TSD 70 57 70 SAME STRUCTURE LOCATION 14000 INSTALL OPGW SPLICE BOX ON RIGHT POLE
1431 807-69 950.1 0° AXT 80/1 - W/1 TSH 80 - 80 6FT BACK 13000
1430 814+08 639.1 0° AKXS 70/1 - 70/1 TSH 80 - 80 6FT BACK 13000
'NOTE THAT"AHEAD"INDICATES AHEAD ON LINE AND"BACK"INDICATES BACK ON LINE
BASED ON STRUCTURE NUMBERING INCREASING AHEAD ON LINE. Page 2

GROUP-2 L902 REBUILD DRAM-BOBN STRUCTURE LIST
L902 B01SE BENCH TO MIDPOINT
W04:27631139 Vog4ge:230kV Date:7/21/2023
PIDN:T902220002 Shield Who:3/8 EHS and DNO 12921 R-Ihl-A-IFB
U.0:902 Conductor:795 ACSR'Tem' Engineer:BMCD/Pahl
Nu tmg Structure Replacement S-dute Estimated Structure Weights(Ibs)
St-um Number Steti-(k) Ahead Sp-(ft)• Line Angle(deg) Pole HeigIFN(k)/Pole Class Pole Heights(k) ReplacementSh-m Locetiue to Existing Structure" (Refef section 8-Steel Vendor Drawings for final tta l structure Comments
Structure Type Structure Type weights)
Lek Middle Right Lek Middle Right
1429 82-2 724.4 01 AXST-HD 70/1 - 7D/1 TSH 80 - 80 6FT BACK 11000 INSTALL AERIAL STRUCTURE NUMBER
1427 836+10 704.4 01 AKXS 2011 - 70/1 TSH 70 - 70 61 BACK BOLO
1426 839+29 319.2 01 AKXS 65/1 - 65/1 TSH 65 - 65 61 BACK 9000
1425 141,11 898.5 0° AXT 65/1 - 65/1 TSH JD - JO 61 BACK 9000
1423 865+18 1356.5 F. HXST 70/1 7D/1 70/1 TSD 85 72 85 SAME STRUCTURE LOCATION 1-o
1412 903+01 715- F. AXT 75/1 - 25/1 TSH SD - 8o 11FTAHEAD 11- THIS LOCATION REQUIRES FIELD STAKING
1416 912-16 915.6 0. AXT 75/1 - 20/1 TSH 90 - 85 6FT BACK 12000
1414 935+85 1626.3 0. HS-30 65/1 65/1 20/1 TSD 90 )) 90 SAME STRUCTURE LOCATION 15000 INSTALL OPGW SPLICE BOX ON RIGHT POLE
1412 946+91 551.2 0° AXT 70/1 - 70/1 TSH 70 - 70 SETBACK Woo INSTALL AERIAL STRUCTURE NUMBER
1411 952+35 643.8 01 AXT 60/1 - 50/1 TSH 60 - 60 SETBACK 8000
1407 986+06 1064.2 01 AXS 70/1 - 70/1 TSH 70 - 70 5FT BACK 9000
1406 991+88 683.3 01 AKXS 70/1 - 70/1 TSH 70 - 70 5FT BACK 9000 INSTALL AERIAL STRUCTURE NUMBER
1405 1000+44 855.4 01 AXS 65/1 - 65/1 TSH 70 - 70 5FT BACK 9000
1399 1043+99 698.4 1. AXT 65/1 - 65/1 TSH 60 - 60 6FT BACK 8000 INSTALL AERIAL STRUCTURE NUMBER
1398 1048+42 443.6 1. HXS-25 60/1 60/1 W/1 TSD 70 52 70 SAME STRUCTURE LOCATION 18000
1395 1077+29 800.0 o. AXT 65/1 - 65/1 TSH JD - TL 5FT BACK 9000
1393 1090+11 519.3 o. AKXS 65/1 - 65/1 TSH 65 - 66 6FT BACK 9000
1390 1106+38 450.3 o. AXT 65/1 - 65/1 TSH 55 - 55 56FT BACK 8000 THIS LOCATION REQUIRES FIELD STAKING
1397 1128.70 742.0 o. AKXS 75/1 - 25/1 TSH 80 - 80 73U AHEAD 11000 THIS LOCATION REQUIRES FIELD STAKING
1396 1133+68 497.5 01 AXS 55/1 - 55/1 TSH 55 - 55 26FT BACK 8000 THIS LOCATION REQUIRES FIELD STAKING
13M 1179+13 835.5 0. AXT 65/1 - 65/1 TSH 70 - J0 61 BACK 9000
1- 1184+53 540.1 F. AXT 65/1 - 65/1 TSH fiD - 60 61 BACK 8000
1322 1196+27 605.4 F. AXT 70/1 - 20/1 TSH )D - 20 61 BACK 9000
1325 1210+52 77- 0. AXST 70/1 - 20/1 TSD 85 22 85 SAME STRUCTURE LOCATION 18000 INSTALL 0-SPLICE BOX ON RIGHT POLE
1324 1211+13 660.9 0. AKXS 65/1 - 65/1 TSH 65 - 65 6FT BACK 9000 INSTALL AERIAL STRUCTURE NUMBER
1372 1230+11 695.4 0. AXT 70/1 - 70/1 TSH 70 - 20 SETBACK 9000
'NOTE THAT"AHEAD"INDICATES AHEAD ON LINE AND"BACK"INDICATES BACK ON LINE
BASED ON STRUCTURE NUMBERING INCREASING AHEAD ON LINE. Page 3

GROUP-2 L902 REBUILD DRAM-BOBN STRUCTURE LIST
L902 B01SE BENCH TO MIDPOINT
W04:27631139 Vo#Age:230kV Date:7/21/2023
PID#:T902220002 Shield Who:3/8 EHS and DNO 12921 R-Ihl—A-IFB
Line#:902 Conductor:795 ACSR'TeD,' Engineer:BMCD/Pahl
EXistmg Structure Replacement St—um Estimated Structure Weights(Ibs)
St—um Number Steti-(k) Ahead Sp-(ft)• Line Angle(deg) Pole Heighis(k)/Pole Class Pole Heights(k) Replacement5--m Locetioe to Existing Structure" (Refef section 8-Steel Vendor Drawings for final tta l structure Comments
Structure Type Structure Type weights)
Lek Middle Right Lek Middle Right
1367 12fi4+91 615.0 01 AXT 60/1 - 60/1 TSH 60 - 60 SETBACK 8000
1366 1272+65 774.2 01 AXS 65/1 - 65/1 TSH 70 - 7o 61 BACK 9000 INSTALL AERIAL STRUCTURE NUMBER
1365 1278+13 547.9 01 AKXS 65/1 - 65/1 TSH 60 - to 61 BACK 8000
1311 1211,11 141.7 0° AKXS 65/1 - 65/1 TSH 70 - 70 61 BACK 9000
1361 1305+13 713.fi 0° AKXS 70/1 - 70/1 TSH 80 - 80 SET BACK 11L100
1359 1323+86 945.2 0° AXT fi5/1 - 65/1 TSH 70 - 70 61 BACK 9000 INSTALL AERIAL STRUCTURE NUMBER
1356 1341+20 604.7 0° AXT 65/1 - 65/1 TSH 65 - 65 GET BACK 9000
1354 1358+12 373.7 0° AXT 65/1 - 65/1 TSH 65 - 65 GET BACK 9000
1353 1362+91 419.1 0° HXS-25 70/1 - 70/1 TSD 80 67 80 SAME STRUCTURE LOCATION 16000
1351 1382+26 638.5 01 AXT 65/1 - 65/1 TSH 65 - 65 GET BACK 9000 INSTALL AERIAL STRUCTURE NUMBER
1348 1404+87 884.9 01 AKXS 65/1 - 65/1 TSH 70 - 70 SET BACK 9000
1347 1414+85 997.6 01 AX5 70/1 - 70/1 TSH 70 - 70 SETBACK 9000
1343 1439+02 500.3 01 AXT 60/1 - 60/1 TSH 60 - 60 SETBACK 8000 INSTALL AERIAL STRUCTURE NUMBER
1338 1470+52 621.4 1. TXS 70/1 - 70/1 TSDT 90 62 90 SAME STRUCTURE LOCATION 12000 INSTALL OPGW SPLICE BOX ON RIGHT POLE
1336 1483+67 594.8 1. AKXS 65/1 - 65/1 TSH 65 - 65 SETBACK 9000 INSTALL AERIAL STRUCTURE NUMBER
1326 1545+93 769.1 0° AXT 65/1 - 65/1 TSH 70 - 70 SETBACK 9000
1321 1575+16 606.0 0° AXT 65/1 - 65/1 TSH 70 - 70 SETBACK 9000 INSTALL AERIAL STRUCTURE NUMBER
1313 1627+02 615.3 0° AKXS 70/1 - 70/1 TSH lC - 70 SETBACK 9000 INSTALL AERIAL STRUCTURE NUMBER
1310 1648+06 824.0 0° AXT 75/1 - 75/1 TSH 75 - 75 SETBACK 10000
13M 161116 1111 0° AXT 65/1 - 65/1 TSD 75 62 JS SAME STRUCTURE LOCATION LEWD INSTALL OPGW SPLICE BOX ON RIGHT POLE
1304 1685.9 595.6 0° AKXS 70/1 - 70/1 TSH 65 - 65 61 BACK 9000 INSTALL AERIAL STRUCTURE NUMBER
1303 1692+98 748.8 0° AXT fi5/1 - 65/1 TSH 65 - fi5 61 BACK 9000
1302 1696+96 398.4 0° AXT 60/1 - Go/1 TSH 65 - fi5 61 BACK 9000
1299 1717-N 694.2 0° AKXS 70/1 - 70/1 TSH 70 - 70 GET BACK 9000
1298 1724+7 653.1 0° AXT 65/1 - 65/1 TSH 70 - 20 14FTAHEAD 9000 THIS LOCATION REQUIRES FIELD STAKING
1296 1736+66 554.9 0° AXT 60/1 - W/1 TSH 60 - 60 SETBACK 8000 INSTALL AERIAL STRUCTURE NUMBER
'NOTE THAT"AHEAD"INDICATES AHEAD ON LINE AND"BACK"INDICATES BACK ON LINE
BASED ON STRUCTURE NUMBERING INCREASING AHEAD ON LINE. Page 4

GROUP-2 L902 REBUILD DRAM-BOBN STRUCTURE LIST
L902 B01SE BENCH TO MIDPOINT
WOR:27631139 VORAge:230kV Date:7/21/2023
PIDN:T902220002 Shield Who:3/8 EHS and DNO 12921 R-Ihlon:A-IFB
Linen:902 Conductor:295 ACSR'Tern' Engineer:BMCD/Pahl
Nuting Structure Replacement S-dute Estimated Structure Weights III
St—um Number S-i-IN) Ahead Spen(ft)• Line Angle(III Pole Heights IN)/Pole Class Pole Heights(k) Replacement 51,—m Locetioe to Existing Structure" (Refef section 8-Steel Vendor Drawings for final tta l structure Comments
Structure Type Structure Type weights)
Lek Middle Right Lek Middle Right
1294 174-5 580.2 01 AXT 65/1 - 651L TSH 65 - 65 6FT BACK 9000
1293 1752+05 490.1 01 AXT 65 11 - 65/1 TSH 65 - 65 61 BACK 9000
1291 1766+33 735.3 01 AKXS 70/1 - Jc/1 TSH 70 - 20 2—AHEAD 9000 THIS LOCATION REQUIRES FIELD STAKING
1211 177111 120.4 0° AKXS 65/1 - 65/1 TSH 65 - 65 61 BACK 9000
12.1 1789+29 420.4 D. AXT fi5/1 - 65/1 TSH 10 - 20 6FT BACK 9000 INSTALL AERIAL STRUCTURE NUMBER
1284 1812+11 fi22.8 D. AKXS 20/1 - 20/1 TSH 25 - 25 61 BACK 10000
1282 1824+19 525.6 0° AKXS 20/1 - 20/1 TSH 20 - 20 6FT BACK 9000
1281 1831+22 648.5 0° HS-25 20/1 - 65/1 TSD 75 69 80 SAME STRUCTURE LOCATION 15000
1280 1842+90 1163.1 0° HXS-25 65/1 - 65/1 TSD 75 62 25 SAME STRUCTURE LOCATION 15000
1229 1849+26 635.5 0° AXS 65/1 - 65/1 TSH 65 - 65 6FT BACK 9000 INSTALL AERIAL STRUCTURE NUMBER
1222A 1898+29 214.3 01 AXST 25/1 - 25/1 TSH 80 - 80 5FT BACK 13000 INSTALL AERIAL STRUCTURE NUMBER
1222 1902+62 383.2 01 HM-25 20/1 - 20/1 TSD 75 62 25 SAME STRUCTURE LOCATION 15000 INSTALL OPGW SPLICE BOX ON RIGHT POLE
1220 1913+32 543.5 01 AKXS 65/1 - 65/1 TSH 65 - 65 5FT BACK 9000
1269 1919-66 634.3 1. AXS-HD 65/1 - 65/1 TSH 70 - 20 6FT BACK 9000
1262 1932+01 556.5 1. AXT 60/1 - W/1 TSH 60 - 60 8FTAHEAD 8000
1266 193— 483.4 0° AXT 65/1 - 65/1 TSH JD - 20 5FT BACK 9000
1264 1948+12 512.9 D. AXT 65/1 - 65/1 TSH 65 - 65 6FT BACK 9000 INSTALL AERIAL STRUCTURE NUMBER
1261 1965+71 609.2 0° AKXS 65/1 - 65/1 TSH 25 - 25 56FT BACK 50000
12SS 1998— 390.4 0° AXT 25/1 - 25/1 TSH 20 - 20 6FT BACK 9000 INSTALLAERIALSTRUCTURE NUMBER
HIGHWAY CROSSING BOIL
1254 2007.5 904.7 0° AXT 70/1 - 20/1 TSH 80 - 80 61 BACK BOOT
1252 2021+L3 599.9 0° AKXS 65/1 - 65/1 TSH 60 - 60 61 BACK 8000
1250 2031+3 46S.5 D. AXT fi5/1 - 65/1 TSH fi5 - fi5 99FT AHEAD 9000 THI5 LOCATION REQUIRES FIELD STAKING
12.A 2036+00 452.1 125.2E°Right 3pole_de 25/2 25/2 25/2 TSD 80 62 8o 30FT AHEAD 18000 THIS LOCATION REQUIRES FIELD STAKING
INSTALL OPG W SPLICE BOX ON RIGHT POLE
•NOTE THAT"AHEAD"INDICATES AHEAD ONLINE AND"BACK"INDICATES BACK ONLINE
BASED ON STRUCTURE NUMBERING INCREASING AHEAD ONLINE. Page 5

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IV. STAKING TABLE

GROUP-2 L902 REBUILD DRAM - BOBN STAKING LIST
L902 BOISE BENCH TO MIDPOINT
WO#: 27631139 Voltage: 230kV Date: 07-07-2023
PID#: T902220002 Shield Wire: 3/8 EHS and DNO 12821 Revision: A-IFB
Line#: 902 Conductor: 795ACSR'Tern' Engineer: BMcD/Patil
Structures Structure Location
Structure Number Stake Description Structure Description Station X Easting Y Northing Longitude Latitude Longitude Latitude Line Angle
(ft) (ft) (ft) (deg) (deg) (DMS) (DMS) (deg)
1525 Centerline Hub TSH 16664.24 2527437.497 677492.608 -116.11660484 43.52514313 116d6'59.777"W 43d31'30.515"N 0°
1524 Centerline Hub TSH 17300.16 2527788.144 676962.099 -116.11527396 43.52369189 116d6'54.986"W 43d31'25.291"N 0°
1520 Centerline Hub TSH 19797.76 2529165.586 674878.679 -116.11004652 43.51799243 116d6'36.167"W 43d31'4.773"N 01
1517 Centerline Hub TSH 21595.67 2530156.905 673378.755 -116.10628503 43.51388903 116d6'22.626"W 43d30'50.001"N 0'
1514 Centerline Hub TSH 23394.09 2531148.929 671878.685 -116.10252139 43.50978512 116d6'9.077"W 43d30'35.226"N 0°
1512 Centerline Hub TSH 24593.15 2531809.203 670877.787 -116.10001662 43.50704675 116d6'0.06"W 43d30'25.368"N 0°
1508 Centerline Hub TSD 27084.2 2533183.260 668799.980 -116.09480490 43.50136192 116d5'41.298"W 43d30'4.903"N 01
1505 Centerline Hub TSH 29385.01 2534451.536 666880.293 -116.08999524 43.49610947 116d5'23.983"W 43d29'45.994"N 0'
1502 Centerline Hub TSH 31183.75 2535443.661 665379.910 -116.08623343 43.49200414 116d5'10.44"W 43d29'31.215"N 0°
1500 Centerline Hub TSH 32582.2 2536214.464 664213.072 -116.08331113 43.48881136 116d4'59.92"W 43d29'19.721"N 0°
1497 Centerline Hub TSH 34286.5 2537153.707 662790.941 -116.07975065 43.48491992 116d4'47.102"W 43d29'5.712"N 01
1496 Centerline Hub TSH 34878.75 2537478.566 662295.728 -116.07851923 43.48356479 116d4'42.669"W 43d29'0.833"N 0°
1495 Centerline Hub TSAH 35298.03 2537703.980 661942.200 -116.07766466 43.48259730 116d4'39.593"W 43d28'57.35"N 16.83'Left
1494 Centerline Hub TSH 35797.33 2538082.838 661616.977 -116.07623239 43.48170911 116d4'34.437"W 43d28'54.153"N 0°
1492 Centerline Hub TSH 37138.49 2539086.021 660726.850 -116.07243965 43.47927771 116d4'20.783"W 43d28'45.4"N 01
1491 Centerline Hub TSH 37879.09 2539639.155 660234.374 -116.07034851 43.47793243 116d4'13.255"W 43d28'40.557"N 0°
1490 Centerline Hub TSD 38297.17 2539951.615 659956.602 -116.06916730 43.47717363 116d4'9.002"W 43d28'37.825"N 0°
1487 Centerline Hub TSH 40525.62 2541617.417 658476.368 -116.06287047 43.47312985 116d3'46.334"W 43d28'23.267"N 0°
1480 Centerline Hub TSH 45644.06 2545442.382 655075.180 -116.04841501 43.46383694 116d2'54.294"W 43d27'49.813"N 01
1479 Centerline Hub TSH 46617.65 2546169.708 654427.970 -116.04566676 43.46206838 116d2'44.4"W 43d27'43.446"N 0°
1478 Centerline Hub TSD 47341.5 2546710.462 653946.781 -116.04362359 43.46075345 116d2'37.045"W 43d27'38.712"N 0°
1477 Centerline Hub TSH 48020.58 2547217.777 653495.356 -116.04170685 43.45951981 116d2'30.145"W 43d27'34.271"N 0°
1476 Centerline Hub TSH 49042.9 2547982.254 652816.603 -116.03881867 43.45766491 116d2'19.747"W 43d27'27.594"N 0°
1475 Centerline Hub TSH 50064.37 2548745.649 652137.908 -116.03593473 43.45581007 116d2'9.365"W 43d27'20.916"N 0°
1470 Centerline Hub TSH 53361.8 2551209.884 649946.883 -116.02662660 43.44982162 116d1'35.856"W 43d26'59.358"N 01
1469 Centerline Hub TSH 53987.3 2551677.332 649531.261 -116.02486112 43.44868557 116d1'29.5"W 43d26'55.268"N 0°
1467 Centerline Hub TSH 55240.46 2552613.873 648698.619 -116.02132415 43.44640956 116d1'16.767"W 43d26'47.074"N 01
1466 Centerline Hub TSH 56085.43 2553245.151 648136.960 -116.01894019 43.44487421 116d1'8.185"W 43d26'41.547"N 0°
1464 Centerline Hub TSD 57529.87 2554324.855 647177.461 -116.01486309 43.44225122 116d0'53.507"W 43d26'32.104"N 0°
1462 Centerline Hub TSH 58683.9 2555187.255 646410.605 -116.01160680 43.44015474 116d0'41.784"W 43d26'24.557"N 01
1458 Centerline Hub TSH 61046.68 2556952.819 644840.417 -116.00494100 43.43586179 116d0'17.788"W 43d26'9.102"N 0'
1457 Centerline Hub TSH 61732.03 2557465.102 644385.141 -116.00300708 43.43461697 116d0'10.826"W 43d26'4.621"N 0°
1456 Centerline Hub TSH 62482.74 2558025.925 643886.095 -116.00089001 43.43325244 116d0'3.204"W 43d25'59.709"N 0°
1455 Centerline Hub TSH 63047.22 2558447.887 643511.157 -115.99929719 43.43222723 115d59'57.47"W 43d25'56.018"N 01
1453 Centerline Hub TSH 64603.82 2559611.292 642476.993 -115.99490586 43.42939935 115d59'41.661"W 43d25'45.838"N 0'
1451 Centerline Hub TSH 65924.23 2560597.973 641599.536 -115.99118190 43.42699984 115d59'28.255"W 43d25'37.199"N 0°
Project Coordinate System:NAD83 1103:Idaho West,US Survey Ft. Page 1 of 4

GROUP-2 L902 REBUILD DRAM - BOBN STAKING LIST
L902 BOISE BENCH TO MIDPOINT
WO#: 27631139 Voltage: 230kV Date: 07-07-2023
PID#: T902220002 Shield Wire: 3/8 EHS and DNO 12821 Revision: A-IFB
Line#: 902 Conductor: 795ACSR'Tern' Engineer: BMcD/Patil
Structures Structure Location
Structure Number Stake Description Structure Description Station X Easting Y Northing Longitude Latitude Longitude Latitude Line Angle
(ft) (ft) (ft) (deg) (deg) (DMS) (DMS) (deg)
1448 Centerline Hub TSH 68107.31 2562229.623 640149.163 -115.98502433 43.42303337 115d59'6.088"W 43d25'22.92"N 0°
1447 Centerline Hub TSH 68901.21 2562822.889 639621.608 -115.98278564 43.42159053 115d58'58.028"W 43d25'17.726"N 0°
1446 Centerline Hub TSH 69536.61 2563297.231 639198.850 -115.98099578 43.42043426 115d58'51.585"W 43d25'13.563"N 0°
1445 Centerline Hub TSH 70126.47 2563737.794 638806.614 -115.97933344 43.41936145 115d58'45.6"W 43d25'9.701"N 0°
1444 Centerline Hub TSH 70824.11 2564259.250 638343.164 -115.97736596 43.41809384 115d58'38.517"W 43d25'S.138"N 0°
1443 Centerline Hub TSH 71548.72 2564800.862 637861.801 -115.97532252 43.41677720 115d58'31.161"W 43d25'0.398"N 0°
1441 Centerline Hub TSD 73140.1 2565990.156 636804.418 -115.97083575 43.41388487 115d58'15.009"W 43d24'49.986"N 0°
1440 Centerline Hub TSD 74212.94 2566792.090 636091.750 -115.96781060 43.41193537 115d58'4.118"W 43d24'42.967"N 0°
1439 Centerline Hub TSH 75088.27 2567445.985 635509.843 -115.96534403 43.41034350 115d57'55.239"W 43d24'37.237"N 0°
1438 Centerline Hub TSH 75792.96 2567972.417 635041.367 -115.96335836 43.40906189 115d57'48.09"W 43d24'32.623"N 0'
1437 Centerline Hub TSH 76800.63 2568725.984 634372.393 -115.96051611 43.40723173 115d57'37.858"W 43d24'26.034"N 0°
1436 Centerline Hub TSH 77474.6 2569229.672 633924.590 -115.95861643 43.40600659 115d57'31.019"W 43d24'21.624"N 01
1434 Centerline Hub TSH 78812.51 2570229.778 633035.887 -115.95484471 43.40357513 115d57'17.441"W 43d24'12.87"N 0°
1433 Centerline Hub TSD 79210.74 2570527.000 632770.840 -115.95372384 43.40284993 115d57'13.406"W 43d24'10.26"N 0°
1431 Centerline Hub TSH 80768.92 2571691.702 631735.761 -115.94933186 43.40001778 115d56'57.595"W 43d24'0.064"N 01
1430 Centerline Hub TSH 81408.01 2572169.095 631310.864 -115.94753177 43.39885513 115d56'51.114"W 43d23'55.878"N 0'
1429 Centerline Hub TSH 82132.4 2572710.515 630829.617 -115.94549035 43.39753827 115d56'43.765"W 43d23'51.138"N 0°
1427 Centerline Hub TSH 83610.12 2573814.747 629847.617 -115.94132711 43.39485105 115d56'28.778"W 43d23'41.464"N 0°
1426 Centerline Hub TSH 83929.29 2574053.461 629635.750 -115.94042715 43.39427126 115d56'25.538"W 43d23'39.377"N 01
1425 Centerline Hub TSH 84827.76 2574724.491 629038.281 -115.93789741 43.39263620 115d56'16.431"W 43d23'33.49"N 0'
1423 Centerline Hub TSD 86518.08 2575988.170 627915.660 -115.93313382 43.38956384 115d55'59.282"W 43d23'22.43"N 0°
1417 Centerline Hub TSH 90300.84 2578814.986 625402.016 -115.92247953 43.38268383 115d55'20.926"W 43d22'57.662"N 0°
1416 Centerline Hub TSH 91216.45 2579499.542 624793.971 -115.91989980 43.38101943 115d55'11.639"W 43d22'51.67"N 01
1414 Centerline Hub TSD 93585.22 2581269.190 623219.350 -115.91323156 43.37670891 115d54'47.634"W 43d22'36.152"N 0'
1412 Centerline Hub TSH 94590.86 2582020.836 622551.265 -115.91039956 43.37487992 115d54'37.438"W 43d22'29.568"N 0°
1411 Centerline Hub TSH 95234.67 2582502.199 622123.733 -115.90858601 43.37370945 115d54'30.91"W 43d22'25.354"N 0°
1407 Centerline Hub TSH 98505.01 2584946.224 619950.754 -115.89937911 43.36775992 115d53'57.765"W 43d22'3.936"N 0°
1406 Centerline Hub TSH 99188.34 2585456.912 619496.731 -115.89745553 43.36651673 115d53'50.84"W 43d21'59.46"N 0°
1405 Centerline Hub TSH 100043.7 2586095.875 618928.075 -115.89504888 43.36495961 115d53'42.176"W 43d21'53.855"N 01
1399 Centerline Hub TSH 104398.77 2589349.980 616033.700 -115.88279424 43.35703329 115d52'58.059"W 43d21'25.32"N 0°
1398 Centerline Hub TSD 104842.32 2589681.890 615739.460 -115.88154449 43.35622744 115d52'53.56"W 43d21'22.419"N 0°
1395 Centerline Hub TSH 107728.74 2591838.466 613820.985 -115.87342501 43.35097282 115d52'24.33"W 43d21'3.502"N 0°
1393 Centerline Hub TSH 109011.43 2592797.682 612969.391 -115.86981403 43.34864016 115d52'11.331"W 43d20'55.105"N 01
1390 Centerline Hub TSH 110638.39 2594013.378 611888.160 -115.86523792 43.34567832 115d51'54.857"W 43d20'44.442"N 0°
1387 Centerline Hub TSH 112870.44 2595681.447 610405.055 -115.85895972 43.34161531 115d51'32.255"W 43d20'29.815"N 0°
1386 Centerline Hub TSH 113367.98 2596053.093 610074.259 -115.85756105 43.34070904 115d51'27.22"W 43d20'26.553"N 0°
Project Coordinate System:NAD83 1103:Idaho West,US Survey Ft. Page 2 of 4

GROUP-2 L902 REBUILD DRAM - BOBN STAKING LIST
L902 BOISE BENCH TO MIDPOINT
WO#: 27631139 Voltage: 230kV Date: 07-07-2023
PID#: T902220002 Shield Wire: 3/8 EHS and DNO 12821 Revision: A-IFB
Line#: 902 Conductor: 795ACSR'Tern' Engineer: BMcD/Patil
Structures Structure Location
Structure Number Stake Description Structure Description Station X Easting Y Northing Longitude Latitude Longitude Latitude Line Angle
(ft) (ft) (ft) (deg) (deg) (DMS) (DMS) (deg)
1380 Centerline Hub TSH 117912.56 2599448.928 607054.067 -115.84478292 43.33243390 115c150'41.219"W 43d19'56.762"N 0°
1379 Centerline Hub TSH 118452.7 2599852.891 606695.512 -115.84326309 43.33145139 115d50'35.747"W 43d19'53.225"N 0°
1377 Centerline Hub TSH 119627.13 2600731.126 605915.781 -115.83995907 43.32931470 115d50'23.853"W 43d19'45.533"N 0°
1375 Centerline Hub TSD 121051.73 2601795.502 604968.888 -115.83595507 43.32671981 115d50'9.438"W 43d19'36.191"N 01
1374 Centerline Hub TSH 121712.62 2602289.276 604529.616 -115.83409770 43.32551596 115d50'2.752"W 43d19'31.857"N 0°
1372 Centerline Hub TSH 123070.95 2603304.487 603627.180 -115.83027912 43.32304271 115d49'49.005"W 43d19'22.954"N 0°
1367 Centerline Hub TSH 126490.52 2605860.434 601355.483 -115.82066665 43.31681622 115d49'14.4"W 43d19'0.538"N 0°
1366 Centerline Hub TSH 127264.73 2606439.067 600841.100 -115.81849078 43.31540624 115d49'6.567"W 43d18'55.462"N 01
1365 Centerline Hub TSH 127812.59 2606848.527 600477.106 -115.81695113 43.31440846 115d49'1.024"W 43d18'51.87"N 0°
1363 Centerline Hub TSH 128910.61 2607669.168 599747.587 -115.81386550 43.31240865 115d48'49.916"W 43d18'44.671"N 0°
1361 Centerline Hub TSH 130573.31 2608911.596 598642.627 -115.80919433 43.30937949 115d48'33.1"W 43d18'33.766"N 0'
1359 Centerline Hub TSH 132385.1 2610265.805 597439.005 -115.80410342 43.30607964 115d48'14.772"W 43d18'21.887"N 01
1356 Centerline Hub TSH 134720.48 2612011.224 595887.392 -115.79754264 43.30182541 115d47'51.154"W 43d18'6.571"N 0°
1354 Centerline Hub TSH 135872.14 2612871.607 595121.846 -115.79430892 43.29972628 115d47'39.512"W 43d17'59.015"N 0°
1353 Centerline Hub TSD 136291.27 2613185.050 594843.600 -115.79313091 43.29896331 115d47'35.271"W 43d17'56.268"N 0°
1351 Centerline Hub TSH 138226.4 2614631.562 593558.161 -115.78769488 43.29543837 115d47'15.702"W 43d17'43.578"N 0'
1348 Centerline Hub TSH 140487.46 2616321.613 592056.133 -115.78134443 43.29131917 115d46'52.84"W 43d17'28.749"N 01
1347 Centerline Hub TSH 141485.04 2617066.970 591393.093 -115.77854398 43.28950072 115d46'42.758"W 43d17'22.203"N 0°
1343 Centerline Hub TSH 143901.5 2618872.766 589787.360 -115.77175995 43.28509655 115d46'18.336"W 43d17'6.348"N 0°
1338 Centerline Hub TSDT 147052.27 2621227.490 587693.890 -115.76291518 43.27935403 115d45'46.495"W 43d16'45.674"N 0°
1336 Centerline Hub TSH 148366.96 2622210.699 586821.127 -115.75922256 43.27695978 115d45'33.201"W 43d16'37.055"N 0°
1326 Centerline Hub TSH 154593.3 2626863.545 582683.702 -115.74175189 43.26560795 115d44'30.307"W 43d15'56.189"N 01
1321 Centerline Hub TSH 157515.74 2629047.852 580742.191 -115.73355242 43.26028011 115d44'0.789"W 43d15'37.008"N 01
1313 Centerline Hub TSH 162707.4 2632928.025 577292.910 -115.71899051 43.25081323 115d43'8.366"W 43d15'2.928"N 0°
1310 Centerline Hub TSH 164805.75 2634496.514 575899.033 -115.71310540 43.24698708 115d42'47.179"W 43d14'49.153"N 0°
1308 Centerline Hub TSD 166246.12 2635573.080 574942.123 -115.70906646 43.24436020 115d42'32.639"W 43d14'39.697"N 0°
1304 Centerline Hub TSH 168548.93 2637294.162 573412.146 -115.70261022 43.24015988 115d42'9.397"W 43d14'24.576"N 0'
1303 Centerline Hub TSH 169297.71 2637853.737 572914.607 -115.70051129 43.23879388 115d42'1.841"W 43d14'19.658"N 01
1302 Centerline Hub TSH 169696.08 2638151.625 572650.111 -115.69939397 43.23806768 115d41'57.818"W 43d14'17.044"N 0°
1299 Centerline Hub TSH 171793.93 2639719.505 571256.285 -115.69351360 43.23424065 115d41'36.649"W 43d14'3.266"N 0°
1298 Centerline Hub TSH 172446.98 2640207.710 570822.545 -115.69168273 43.23304966 115d41'30.058"W 43d13'58.979"N 0°
1296 Centerline Hub TSH 173665.72 2641118.284 570012.505 -115.68826807 43.23082534 115d41'17.765"W 43d13'50.971"N 0°
1294 Centerline Hub TSH 174714.62 2641902.268 569315.678 -115.68532833 43.22891181 115d41'7.182"W 43d13'44.083"N 01
1293 Centerline Hub TSH 175204.76 2642268.915 568990.394 -115.68395356 43.22801853 115d41'2.233"W 43d13'40.867"N 01
1291 Centerline Hub TSH 176632.77 2643335.855 568041.270 -115.67995321 43.22541201 115d40'47.832"W 43d13'31.483"N 0°
1289 Centerline Hub TSH 177945.85 2644317.673 567169.372 -115.67627232 43.22301744 115d40'34.58"W 43d13'22.863"N 0°
1287 Centerline Hub TSH 178928.94 2645052.122 566515.878 -115.67351902 1 43.22122262 115d40'24.668"W 43d13'16.401"N 0°
Project Coordinate System:NAD83 1103:Idaho West,US Survey Ft. Page 3 of 4

GROUP-2 L902 REBUILD DRAM - BOBN STAKING LIST
L902 BOISE BENCH TO MIDPOINT
WO#: 27631139 Voltage: 230kV Date: 07-07-2023
PID#: T902220002 Shield Wire: 3/8 EHS and DNO 12821 Revision: A-IFB
Line#: 902 Conductor: 795ACSR'Tern' Engineer: BMcD/Patil
Structures Structure Location
Structure Number Stake Description Structure Description Station X Easting Y Northing Longitude Latitude Longitude Latitude Line Angle
(ft) (ft) (ft) (deg) (deg) (DMS) (DMS) (deg)
1284 Centerline Hub TSH 181210.81 2646757.739 565000.029 -115.66712562 43.21705908 115d40'1.652"W 43d13'1.413"N 0°
1282 Centerline Hub TSH 182478.84 2647705.552 564157.672 -115.66357318 43.21474524 115d39'48.863"W 43d12'53.083"N 0°
1281 Centerline Hub TSD 183127.31 2648190.090 563726.711 -115.66175722 43.21356141 115d39'42.326"W 43d12'48.821"N 0'
1280 Centerline Hub TSD 184290.42 2649059.180 562953.720 -115.65850020 43.21143797 115d39'30.601"W 43d12'41.177"N 0'
1279 Centerline Hub TSH 184925.95 2649534.293 562531.622 -115.65671975 43.21027840 115d39'24.191"W 43d12'37.002"N 0°
1272A Centerline Hub TSH 189878.71 2653235.471 559240.552 -115.64285219 43.20123641 115d38'34.268"W 43d12'4.451"N 0°
1272 Centerline Hub TSD 190262.44 2653522.730 558986.130 -115.64177606 43.20053732 115d38'30.394"W 43d12'1.934"N 01
1270 Centerline Hub TSH 191331.97 2654321.972 558275.432 -115.63878207 43.19858448 115d38'19.615"W 43d11'54.904"N 0°
1269 Centerline Hub TSH 191966.28 2654795.815 557853.744 -115.63700713 43.19742573 115d38'13.226"W 43d11'50.733"N 0°
1267 Centerline Hub TSH 193200.57 2655718.582 557033.996 -115.63355077 43.19517309 115d38'0.783"W 43d11'42.623"N 0°
1266 Centerline Hub TSH 193684.01 2656079.675 556712.554 -115.63219832 43.19428975 115d37'55.914"W 43d11'39.443"N 0°
1264 Centerline Hub TSH 194811.85 2656922.784 555963.433 -115.62904065 43.19223105 115d37'44.546"W 43d11'32.032"N 00
1261 Centerline Hub TSH 196571.26 2658237.570 554794.293 -115.62411685 43.18901791 115d37'26.821"W 43d11'20.464"N 0°
1255 Centerline Hub TSH 199840.7 2660681.434 552622.494 -115.61496608 43.18304860 115d36'53.878"W 43d10'58.975"N 0°
1254 Centerline Hub TSH 2O0745.37 2661357.833 552021.722 -115.61243370 43.18139721 115d36'44.761"W 43d10'53.03"N 0°
1252 Centerline Hub TSH 2O2143.38 2662402.356 551092.535 -115.60852336 43.17884298 115d36'30.684"W 43d10'43.835"N 0°
1250 Centerline Hub TSH 2O3142.73 2663149.420 550428.758 -115.60572681 43.17701825 115d36'20.617"W 43d10'37.266"N 0°
1249 A Centerline Hub TSD 203599.79 2663491.094 550125.176 -115.60444784 43.17618367 115d36'16.012"W 43d10'34.261"N 125.73°Left
Project Coordinate System:NAD83 1103:Idaho West,US Survey Ft. Page 4 of 4

119A VMG
UNE MGLE MLHOR LEAD ANCIE FRG 'hAPCAI OEiG LOAD
SIR NO (�G) I'mE LOC( ON POFS ANCHOR .1 �G1H(R) E (
- (�G) ANCHOR TYPE (NIPS)
(SEE NOTE])
R GPGX-.- 1 1/Y EXB 73 15G z4'DISC ]4
R OPGW-BAIX 2 1/4'NS 68 V.] 24•DISC 24
R COND-MEN Y1 1/Y EHS 50 X2 24'DIM 24
R CONl..- - 1/2'NS 4] .2 2e DISC 24
R LRD-BACK 11 1/Y EHB m me 24'DISC 24
Cj R CO-- 12 1/2-NS IB 421 24'DISC 24
W Y COND-AHEAD 5-1 1/2'MS 55 44.3 24•DISC 24
Y CON°-AHEAD 5-2 1/Y Ms 4fi SD.2 24.DIM 24
1508 0.0 Y CQD-BAtlf R-1 1/(EHs 6G 42B 24'DISC 24
CJ Y COW-BAIX 6-2 1/Y EHS 50 IBA 24'DIM 24
AHEAD SPAN L CON- 11MI 1 1/2'EHs fib uJ 24•D 24
L CORD- EN Si 50.]-2 1/Y EHS 4 24'DIM 24
L CUD-RAGA( .1 1/2.EXs 14 .1 24'DIM 24
L W W-BACN 8-2 1/2-MS 54 1B.3 24'DIM 24
L OPGW-MEAD 9 1/Y ENS 110 Al 24'DISC 24
L G-SAM 10 1/Y EHS 93 ]9.] 2e DISC 24
R oPGW-MEAD 1 1/2•ENs A2 4.1 24'DIM 24
R G-BACK 2 1/2•ENS J4 4&B 24•DISC 24
R COND-AHEAD Y1 1/2-NS 56 49.6 24•DISC 24
R COND-AHEAD ]-2 1/S ENs 48 5]8 24'DIM 24
R CUD-BAIX 11 1/Y EHs 5fi 4&B 24•DISC 24
7-1 c 5-1b 3-1 b R COW-BACK 12 1/2•ENS 49 as 24'DIM 24
Y COND-AHEAD 11 1/2'MS 50 &l.7 24.01% 24
1480 0.0 Y CORD-MEAD 5-2 1/Y MG N 612 24.DIM 24
Y WED-BACK 8-1 1/Y EHs fiG 48.4 2e DISC 24
\ 7-2 5-2 3-2 / Y CCD-BAIX 6-2 1/2'MS 50 5]6 24•DISC 24
\ 1 / L COND-MEN 7-1 1/Y EHs 65 47.5 24'DIM 24
L CON MEAD 7-2 1/2'MS 51 54.0 2e DISC 24
L CUIYBACN 8-1 1/Y EHs 89 47.1 24'DIM 24
L CUD-RAGE 8-2 1/2'ENS S5 .2 2e DISC 24
L OPGW-MEAD 9 1/4'MS 104 40.9 24.DIM 24
L 6GYhBAIX 10 1/2.ENs 1. 425 24.DIX 24
\ / R GPGW-MEAD 1 1/2•EHS 05 4&] 24•DISC 24
R �BAIX 2 1/Y ENs 87 41.8 24'DISC 24
\ / R CON°-MEAD 11 1/2'MS 5] 4AA 24.01% 24
R COND-MEN 3-2 1,T EHG EO as 24.DIM 24
\ / R CUD-BACK 11 1/!ENs fi] H.1 2e DISC 24
R COW-BACK f2 1/2'MS 54 48.2 24•DISC 24
\ / Y COND-MEN 5-1 1/Y ENS 55 4&3 2e DISC 24
\ / 14M 0.0 Y CGN°-MEW 5-2 1/Y EHs 45 52G 24•DISC 24
Y COD-BACK 6-1 1/2'ENs 65 al 24.DIM 24
AO
BISECTOR AXIS L M R Y COD-1- 6-2 1/2•ENS 5s n.4 2e DISC 24
L COND-MEAD 7-1 1/2'MS 6o a7 24.DIM 24
L CON°-MEAD 12 1/Y ENs 47 50.4 24'DIX 24
L C BAIX .1 1/2•EHs 64 .1 24•DISC 24
/ 25�-0° 25�-D° \ L 00W 1 IX 8-2 1/2•ENS 5] IB.] 24'DISC 24
/ \ L GPGW-MEPD 9 1/2'MS 94 .1 24'01%
GPGW- 24
L BAOR 1O 1/2•ENS 92 .T&] 24.DIM 24
/ \ R GPGW-MEAD 1 1/2.EHs 91 3&5 24'DISC 24
R FM-BAIX 2 1/2'MS AD ]&4 24•DISC 24
/ \ R COND-MEAD Y1 1/2.ENs 62 as 24'DISC 24
R CON°-MEAD 3-2 1/Y EHS it 4A0 2e DISC 24
R 00D 1 IX 11 1/Y EHS 58 39.6 24'DISC 24
R CUD-1- 4-2 1/2-MS 51 418 24'DISC 24
Y COND-MEN 5-1 1/2'MS 54 as 24•DISC 24
/ \ 104 0.0 Y CGND-MEAD 5-2 1/S ENs 44 .7 24.DIM 24
Y 00W 1B 6-1 1/4'MS 54 41.7 24•DISC 24
Y COD-BACK 6-2 1/2•ENS 41 418 24'DIM 24
.2 L COND-MEAD 7-1 1/2'MS fi] X. 24.01% 24
/ B-2 6_2 4_2 \ L COND-MEN 7-2 1/Y EHs 50 a5 24.DISC 24
L CUD-BAIX .1 1/Y EHS 81 ]&5 24•DISC 24
/ 6 \ L COD-BACIf 8-2 1/Y EHS 51 43.6 24'DISC 24
L OPGW-MEAD 9 1/Y ENs 96 ]65 24•DISC 24
8-1 6-1 4-1 L 10 1/2•EHs B] 15B 24•DISC 24
R oPGW-MEAD 1 1/2'ENS 90 N.1 24'DIM 24 NMS:
1.CONPRACTCR TO VERIFY WY LDIGIH REWIRED BMEO ON
R G-BACK 2 1/2•EHS 75 4&B 24•DISC 24 REM CONORDIN&
R COND-MEN Y1 1/Y EHS fit 49A 24.DIM 24 z CONMACTOR TO RENEW PRE STEEL PM CRAVINGS FOR
OPGW MO CONDUCTOR VANG LOCAPON&
R COND-MEAD ]-2 1/2.EHs 54 5]8 2e DIM 24 J.THIS COW SHOWS THE LOCAVON OF THE VANG FOR THE
R 00W 1B f1 1/E'EHs 56 4&8 24•DISC 24 GUY VIRE ATTACHMENT ON PIXE
R taro BA« 12 1/r Exs 46 Sze 24'DIM 24 PROJECT DRAWING # - 1 471 68-054-01
Y CONG-MEAD 11 1/Y EHS Sl n7 24'01% 24
BACK SPAN 1"1 0.0 Y COND-MEN 5-2 1/2-EI1S 42 60.2 24*DIM 24 REF.(S) WO#27631139 PID#T902220002
Y CUD-BAG( 6-1 1/2•EHS 54 50.] 2e DISC 24
C� Y COD-BAIX 6-2 1/2'EHS 41 %2 '''DISC 1 24 DRAM SUB - RTSN SUB
L COND-MEN 7-1 1/2'ENS 64 47.5 2e DISC 24
K L CO°D-MEAD 12 1/2•EH6 52 54° 24*DIM 24 230kV LINE #902 C
L COD-BAp( 8-1 1/Y EHs 80 47.1 24'DIM 24
GGD-- a-2 1/2•MS 51 .2 2e DISC 24 TSD k TSDT-3-POLE DEPDEND h TRANSPoSIDON GUYED STRUCTURE
L GPGW-MEAD 9 1/2'MS 98 RUG 24'DISC 24 X
NL G-BAM 10 1/YENs BJ 4zs z4•olsc 24 GUYING & ANCHORING DETAILSIt
s&X
SCALE:N.T.S DATE:07/07/2023
DS.HAM
DR.SAD SHT. 1 XX- XX 00

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INSTALL VPNG
UNE,METE ANCHOR LEAD ONCE RtON A6RWlICp1
S1R NO (DEG) POE _'AON ON PDER NIEHOR DIY SIZE LENGTH(fn (DEG) ANCHOR 11PE LOP➢(NIPS
(SEE NOTE 3)
L OPGW 1 1/T EHS fifi 52.1 24'DISC 24
L COND 2 1/2'EHS 52 53.6 24'DISC 24
1"5 16.6 Right N COND-AHEAD 3 1/2'ENS 51 516 24'DEG 24
N COVD-RACK 4 1/2'EHS 52 515 24'DISC 24
R COND-AHEAD 5 1/3'EHS 51 516 24'DSC 24
R COVD-RAC( 6 1/2'ENS 51 515 24'DEC 24
Llj
K
I
F
UI
(n
AHEAD SPAN
3 � 5
� I �
10'-0' \ \
BISECTOR AXIS L M R
1 2
25'-0' 25�-0°
I
4 Ho-
Y 1.CONTRACTOR TO IIO WY NG H REWIRED BASED ON
FIELD CONDITIONS.
2 GO TRACTOR TO RENEW THE STEEL-DRAWINGS FOR
OPCW MD GONWCTOR VANE LOCATIONS
3.THIS COLUMN SHOWS THE LOCATION OF THE VANG FOR THE
GUY WIRE ATTACHMENT ON PC
BACK SPAN
PROJECT DRAWING # - 147168-054-03
REF.(S) WO#27631139 PID#T902220002
c>� DRAM SUB — RTSN SUB
23OkV LINE #902
H
TSAH - 3-POLE RUNNING ANGLE GUYED STRUCTURE
N GUYING & ANCHORING DETAILS x
MWLeea vu °�is'vRq�fienb unwH X
SCALE:N.T.S DATE:07/07/2023
DS.HAM SHT. 1 XX- XX 00
DR.SAD

INSTALL VPNC
NNE ANGLE AUENM LEAD PNOE f1NN WRlICP1
S1R NO (DEC) POE LOGATCN ON PDES NIOIOR MY 512E LENCTI(FT) (DEG)
IYAE LOP➢(NIPS
(SEE NOT:])
R CHl.YI-AHEAD 1 1/T Ms B4 42 24'DEG 24
R O'OW-BAON 2 1/2'ENS 81 H 24'DSC 24
R COND-AREA➢ 11 1/2'ENS SR ]R 24'DSC 24
R COND-.MEAD Y2 1/2'EHS 52 42 24'DSC 24
R CDRO-BAD( 11 1/2'FHS 85 D] 24'DSC 24
R CORO-BACK 9-2 1/2'ENS 54 42 24'DSC 24
R NI0-1RM1 11 1 'EHS S2 SS 24'DSC 24
C� N GOND-AHEAD 5-1 1 'EHS 5D H 24'D5C 24
LJ N COND-.MEAD 5-2 1/2'EHS SB 51 24'DSC 24
1118 AO N CD10-BACN 6-1 1/2'EHS 57 41 24'DEG 24
N CORD-um 6-2 1/2'EHS 48 47 M'DX 24
U L GOND-AHEAD 11 1/2'ENS 5B X 24'DEG 24
L COND-AHEAD 7-2 1/2'EHS 49 44 24'DISC 24
AHEAD SPAN L CDRO-BAD( .1 1/2'EHS 8D DB 24'DSC 24
N L CORD-BACN B-2 1/2-EHS 55 tiJ 24'OISC 24
L ONWI-NIEAO 9 1/2'ENS 95 Q 24'OSC 24
L OPCW-- 1D 1,EHS 9I 41 24'DSC 24
L NID-IRON 12 1/2'EHS O9 .IA 24'DX 24
7-1 Q 5-1 b 3-1 /r b
\\ 7-2 5-2 3-2 1 /
\ I I /
BISECTOR AXIS L M R
12 11
/ 25'-0" 25-0° \
/ I \
10�/ \J
/ 8-2 6-2 4-2 2 \
e-1 6-1 4-1
NMS;
1.CONTRACTOR TO WRIFY WY LENGTH REWIRED BASED ON
FIELD CONDITONE.
2 CONTRACTOR TO RENEW THE STEEL POLE ORAWN(S FDR
OPGW AND CONDUCTOR VANC LOCADDNS
1 THIS COW MN BROWS THE LOCATON OF 1HE VANC FOR THE
GUY WIRE ATTACHMENT CH—
PROJECT DRAWING # — 147168-054-04
BACK SPAN REF.(S) WO#27631139 PID#T902220002
c->� DRAM SUB - RTSN SUB
230kV LINE #902
TSDT-TRPNSPOSUION GUYED STRUCTURE 1338
� x
N GUYING & ANCHORING DETAILSIt x
s&X
SCALE:N.T.S DATE:07/07/2023
DS.HAM
DR.SAD SHT. 1 1 XX

GROUP-2 REBUILD GUY ANCHOR STAKING TABLE
L902 BOISE BENCH - MIDPOINT
WEST STRUCTURES
WOM 27631139 Voltage: 230kV Date: 7/14/2023
PID#: T902220002 Shield Wire: 3/8 EHS and DNO 12821 Revision: A-IFB
Line#: 902 Conductor: 795 ACSR'Tern' Engineer: BMcD/Mane
Structures Anchor Location
Structure Number *Pole# *Anchor# Structure Description X Easting (ft) Y Northing (ft) Longitude (deg) Latitude (deg) Longitude (DMS) Latitude (DMS) Line Angle (deg)
1508 R 1 3-POLE DEADEN 2533188.37 668879.50 -116.09478687 43.50158016 116d5'41.233"W 43d30'S.689"N 0°
1508 R 2 3-POLE DEADEN 2533255.65 668775.59 -116.09453168 43.50129582 116d5'40.314"W 43d30'4.665"N 0°
1508 L 9 3-POLE DEADEN 2533179.05 668859.99 -116.09482169 43.50152651 116d5'41.358"W 43d30'5.495"N 0°
1508 L 10 3-POLE DEADEN 2533183.79 668851.25 -116.09480369 43.50150259 116d5'41.293"W 43d30'5.409"N 0°
1508 R 3-1 3-POLE DEADEN 2533234.40 668775.65 -116.09461178 43.50129575 116d5'40.602"W 43d30'4.665"N 0°
1508 R 3-2 3-POLE DEADEN 2533230.20 668780.93 -116.09462767 43.50131019 116d5'40.66"W 43d30'4.717"N 0°
1508 R 4-1 3-POLE DEADEN 2533158.89 668844.93 -116.09489745 43.50148496 116d5'41.631"W 43d30'5.346"N 0°
1508 R 4-2 3-POLE DEADEN 2533163.28 668836.84 -116.09488079 43.50146281 116d5'41.571"W 43d30'5.266"N 0°
1508 M 5-1 3-POLE DEADEN 2533218.06 668756.18 -116.09467307 43.50124215 116d5'40.823"W 43d30'4.472"N 0°
1508 M 5-2 3-POLE DEADEN 2533212.15 668763.61 -116.09469544 43.50126248 116d5'40.904"W 43d30'4.545"N 0°
1508 M 6-1 3-POLE DEADEN 2533132.65 668841.08 -116.09499631 43.50147412 116d5'41.987"W 43d30'5.307"N 0°
1508 M 6-2 3-POLE DEADEN 2533138.62 668830.06 -116.09497360 43.50144393 116d5'41.905"W 43d30'5.198"N 0°
1508 L 7-1 3-POLE DEADEN 2533200.04 668738.83 -116.09474071 43.50119433 116d5'41.067"W 43d30'4.3"N 0°
1508 L 7-2 3-POLE DEADEN 2533194.12 668746.27 -116.09476312 43.50121469 116d5'41.147"W 43d30'4.373"N 0°
1508 L 8-1 3-POLE DEADEN 2533078.94 668848.04 -116.09519885 43.50149258 116d5'42.716"W 43d30'5.373"N 0°
1508 L 8-2 3-POLE DEADEN 2533179.91 668699.88 -116.09481595 43.50108725 116d5'41.337"W 43d30'3.914"N 0°
1490 R 1 3-POLE DEADEN 2539930.05 660045.99 -116.06924983 43.47741866 116d4'9.299"W 43d28'38.707"N 0°
1490 R 2 3-POLE DEADEN 2540036.20 659948.32 -116.06884850 43.47715180 116d4'7.855"W 43d28'37.746"N 0°
1490 L 9 3-POLE DEADEN 2539931.25 660015.83 -116.06924489 43.47733592 116d4'9.282"W 43d28'38.409"N 0°
1490 L 10 3-POLE DEADEN 2539936.12 660010.49 -116.06922645 43.47732131 116d4'9.215"W 43d28'38.357"N 0°
1490 R 3-1 3-POLE DEADEN 2540013.04 659943.16 -116.06893568 43.47713739 116d4'8.168"W 43d28'37.695"N 0°
1490 R 3-2 3-POLE DEADEN 2540007.22 659947.33 -116.06895768 43.47714878 116d4'8.248"W 43d28'37.736"N 0°
1490 R 4-1 3-POLE DEADEN 2539918.37 659993.05 -116.06929306 43.47727328 116d4'9.455"W 43d28'38.184"N 0°
1490 R 4-2 3-POLE DEADEN 2539925.68 659985.04 -116.06926543 43.47725139 116d4'9.356"W 43d28'38.105"N 0°
1490 M 5-1 3-POLE DEADEN 2539999.56 659922.23 -116.06898619 43.47707984 116d4'8.35"W 43d28'37.487"N 0°
1490 M 5-2 3-POLE DEADEN 2539991.54 659927.98 -116.06901647 43.47709552 116d4'8.459"W 43d28'37.544"N 0°
1490 M 6-1 3-POLE DEADEN 2539892.23 659984.83 -116.06939145 43.47725044 116d4'9.809"W 43d28'38.102"N 0°
1490 M 6-2 3-POLE DEADEN 2539901.20 659974.99 -116.06935751 43.47722355 116d4'9.687"W 43d28'38.005"N 0°
1490 L 7-1 3-POLE DEADEN 2539989.41 659898.91 -116.06902407 43.47701576 116d4'8.487"W 43d28'37.257"N 0°
1490 L 7-2 3-POLE DEADEN 2539978.82 659906.51 -116.06906409 43.47703648 116d4'8.631"W 43d28'37.331"N 0°
1490 L 8-1 3-POLE DEADEN 2539840.29 659975.49 -116.06958698 43.47722427 116d4'10.513"W 43d28'38.007"N 0°
1490 L 8-2 3-POLE DEADEN 2539987.60 659831.80 -116.06902993 43.47683159 116d4'8.508"W 43d28'36.594"N 0°
1478 R 1 3-POLE DEADEN 2546686.41 654040.88 -116.04371544 43.46101139 116d2'37.376"W 43d27'39.641"N 0°
1478 R 2 3-POLE DEADEN 2546808.14 653933.26 -116.04325552 43.46071729 116d2'35.72"W 43d27'38.582"N 0°
1478 L 9 3-POLE DEADEN 2546687.20 654007.73 -116.04371202 43.46092042 116d2'37.363"W 43d27'39.314"N 0°
1478 L 10 3-POLE DEADEN 2546692.50 654002.11 -116.04369199 43.46090507 116d2'37.291"W 43d27'39.258"N 0°
1478 R 3-1 3-POLE DEADEN 2546778.07 653927.50 -116.04336868 43.46070120 116d2'36.127"W 43d27'38.524"N 0°
1478 R 3-2 3-POLE DEADEN 2546771.01 653932.76 -116.04339536 43.46071556 116d2'36.223"W 43d27'38.576"N 0°
Project Coordinate System:NAD83 1103:Idaho West,US Survey Ft.
*Refer to Anchor-Plan Layout Drawing Page 1 of 8

GROUP-2 REBUILD GUY ANCHOR STAKING TABLE
L902 BOISE BENCH - MIDPOINT
WEST STRUCTURES
WOM 27631139 Voltage: 230kV Date: 7/14/2023
PID#: T902220002 Shield Wire: 3/8 EHS and DNO 12821 Revision: A-IFB
Line#: 902 Conductor: 795 ACSR'Tern' Engineer: BMcD/Mane
Structures Anchor Location
Structure Number *Pole# *Anchor# Structure Description X Easting (ft) Y Northing (ft) Longitude (deg) Latitude (deg) Longitude (DMS) Latitude (DMS) Line Angle (deg)
1478 R 4-1 3-POLE DLADLND 2546672.33 653987.20 -116.04376776 43.46086396 116d2'37.564"W 43d27'39.11"N 0°
1478 R 4-2 3-POLE DEADEN 2546679.19 653979.93 -116.04374183 43.46084409 116d2'37.471"W 43d27'39.039"N 0°
1478 M 5-1 3-POLE DEADEN 2546763.38 653907.39 -116.04342378 43.46064589 116d2'36.326"W 43d27'38.325"N 0°
1478 M 5-2 3-POLE DEADEN 2546755.71 653913.10 -116.04345273 43.46066147 116d2'36.43"W 43d27'38.381"N 0°
1478 M 6-1 3-POLE DEADEN 2546652.38 653972.05 -116.04384268 43.46082220 116d2'37.834"W 43d27'38.96"N 0°
1478 M 6-2 3-POLE DEADEN 2546661.02 653962.89 -116.04381003 43.46079717 116d2'37.716"W 43d27'38.87"N 0°
1478 L 7-1 3-POLE DEADEN 2546745.68 653889.52 -116.04349021 43.46059669 116d2'36.565"W 43d27'38.148"N 0°
1478 L 7-2 3-POLE DEADEN 2546736.51 653896.34 -116.04352481 43.46061532 116d2'36.689"W 43d27'38.215"N 0°
1478 L 8-1 3-POLE DEADEN 2546606.36 653962.86 -116.04401590 43.46079654 116d2'38.457"W 43d27'38.868"N 0°
1478 L 8-2 3-POLE DEADEN 2546737.86 653846.48 -116.04351906 43.46047851 116d2'36.669"W 43d27'37.723"N 0°
1464 R 1 3-POLE DEADEN 2554298.77 647275.20 -116.01496249 43.44251915 116d0'53.865"W 43d26'33.069"N 0°
1464 R 2 3-POLE DEADEN 2554414.75 647167.09 -116.01452449 43.44222355 116d0'52.288"W 43d26'32.005"N 0°
1464 L 9 3-POLE DEADEN 2554299.52 647240.55 -116.01495926 43.44242408 116d0'53.853"W 43d26'32.727"N 0°
1464 L 10 3-POLE DEADEN 2554305.12 647234.61 -116.01493808 43.44240785 116d0'53.777"W 43d26'32.668"N T
1464 R 3-1 3-POLE DEADEN 2554387.39 647162.00 -116.01462743 43.44220935 116d0'52.659"W 43d26'31.954"N 01
1464 R 3-2 3-POLE DEADEN 2554381.69 647166.24 -116.01464895 43.44222093 116d0'52.736"W 43d26'31.995"N T
1464 R 4-1 3-POLE DEADEN 2554288.14 647216.33 -116.01500181 43.44235753 116d0'54.007"W 43d26'32.487"N T
1464 R 4-2 3-POLE DEADEN 2554294.85 647209.23 -116.01497646 43.44233810 116d0'53.915"W 43d26'32.417"N T
1464 M 5-1 3-POLE DEADEN 2554367.53 647145.74 -116.01470202 43.44216454 116d0'52.927"W 43d26'31.792"N 0°
1464 M 5-2 3-POLE DEADEN 2554357.31 647153.33 -116.01474058 43.44218530 116d0'53.066"W 43d26'31.867"N 0°
1464 M 6-1 3-POLE DEADEN 2554265.21 647204.33 -116.01508801 43.44232442 116d0'54.317"W 43d26'32.368"N 0°
1464 M 6-2 3-POLE DEADEN 2554274.30 647194.70 -116.01505364 43.44229808 116d0'54.193"W 43d26'32.273"N 0°
1464 L 7-1 3-POLE DEADEN 2554356.56 647122.86 -116.01474305 43.44210168 116d0'53.075"W 43d26'31.566"N 0°
1464 L 7-2 3-POLE DEADEN 2554348.79 647128.64 -116.01477239 43.44211747 116d0'53.181"W 43d26'31.623"N 0°
1464 L 8-1 3-POLE DEADEN 2554220.30 647193.65 -116.01525698 43.44229471 116d0'54.925"W 43d26'32.261"N 0°
1464 L 8-2 3-POLE DEADEN 2554349.09 647083.15 -116.01477071 43.44199269 116d0'53.175"W 43d26'31.174"N 0°
1441 R 1 3-POLE DEADEN 2565966.57 636904.17 -115.97092551 43.41415837 115d58'15.332"W 43d24'50.97"N 0°
1441 R 2 3-POLE DEADEN 2566077.76 636797.79 -115.97050599 43.41386732 115d58'13.822"W 43d24'49.922"N 0°
1441 L 9 3-POLE DEADEN 2565964.04 636868.33 -115.97093468 43.41406002 115d58'15.365"W 43d24'50.616"N 0°
1441 L 10 3-POLE DEADEN 2565969.51 636862.53 -115.97091403 43.41404417 115d58'15.29"W 43d24'50.559"N W
1441 R 3-1 3-POLE DEADEN 2566051.98 636789.49 -115.97060292 43.41384436 115d58'14.171"W 43d24'49.84"N 01
1441 R 3-2 3-POLE DEADEN 2566046.16 636793.82 -115.97062489 43.41385620 115d58'14.25"W 43d24'49.882"N 0°
1441 R 4-1 3-POLE DEADEN 2565953.31 636843.42 -115.97097481 43.41399160 115d58'15.509"W 43d24'50.37"N 0°
1441 R 4-2 3-POLE DEADEN 2565960.90 636835.38 -115.97094616 43.41396962 115d58'15.406"W 43d24'50.291"N 0°
1441 M 5-1 3-POLE DEADEN 2566033.90 636771.90 -115.97067081 43.41379598 115d58'14.415"W 43d24'49.666"N 0`
1441 M 5-2 3-POLE DEADEN 2566023.27 636779.80 -115.97071086 43.41381757 115d58'14.559"W 43d24'49.743"N 0°
1441 M 6-1 3-POLE DEADEN 2565928.97 636832.92 -115.97106633 43.41396263 115d58'15.839"W 43d24'50.265"N 0°
Project Coordinate System:NAD83 1103:Idaho West,US Survey Ft.
*Refer to Anchor-Plan Layout Drawing Page 2 of 8

GROUP-2 REBUILD GUY ANCHOR STAKING TABLE
L902 BOISE BENCH - MIDPOINT
WEST STRUCTURES
WOM 27631139 Voltage: 230kV Date: 7/14/2023
PID#: T902220002 Shield Wire: 3/8 EHS and DNO 12821 Revision: A-IFB
Line#: 902 Conductor: 795 ACSR'Tern' Engineer: BMcD/Mane
Structures Anchor Location
Structure Number *Pole# *Anchor# Structure Description X Easting (ft) Y Northing (ft) Longitude (deg) Latitude (deg) Longitude (DMS) Latitude (DMS) Line Angle (deg)
1441 M 6-2 3-POLE DLADLND 2565937.08 636824.33 -115.97103570 43.41393912 115d58'15.729"W 43d24'50.181"N 01
1441 L 7-1 3-POLE DEADEN 2566022.30 636749.49 -115.97071425 43.41373441 115d58'14.571"W 43d24'49.444"N 0°
1441 L 7-2 3-POLE DEADEN 2566014.62 636755.20 -115.97074320 43.41375002 115d58'14.676"W 43d24'49.5"N 0°
1441 L 8-1 3-POLE DEADEN 2565881.14 636818.69 -115.97124620 43.41392323 115d58'16.486"W 43d24'50.124"N 0°
1441 L 8-2 3-POLE DEADEN 2566010.90 636706.97 -115.97075670 43.41361766 115d58'14.724"W 43d24'49.024"N 0°
1440 R 1 3-POLE DEADEN 2566767.10 636187.53 -115.96790559 43.41219797 115d58'4.46"W 43d24'43.913"N 0°
1440 R 2 3-POLE DEADEN 2566882.41 636082.66 -115.96747058 43.41191107 115d58'2.894"W 43d24'42.88"N 0°
1440 L 9 3-POLE DEADEN 2566765.50 636156.20 -115.96791131 43.41211199 115d58'4.481"W 43d24'43.603"N 0°
1440 L 10 3-POLE DEADEN 2566772.48 636148.80 -115.96788496 43.41209175 115d58'4.386"W 43d24'43.53"N 0°
1440 R 3-1 3-POLE DEADEN 2566867.75 636066.51 -115.96752563 43.41186666 115d58'3.092"W 43d24'42.72"N 0°
1440 R 3-2 3-POLE DEADEN 2566860.04 636072.25 -115.96755470 43.41188234 115d58'3.197"W 43d24'42.776"N 0°
1440 R 4-1 3-POLE DEADEN 2566754.70 636131.36 -115.96795172 43.41204377 115d58'4.626"W 43d24'43.358"N 0°
1440 R 4-2 3-POLE DEADEN 2566761.47 636124.19 -115.96792616 43.41202414 115d58'4.534"W 43d24'43.287"N 0°
1440 M 5-1 3-POLE DEADEN 2566835.55 636059.42 -115.96764671 43.41184697 115d58'3.528"W 43d24'42.649"N 0°
1440 M 5-2 3-POLE DEADEN 2566827.79 636065.20 -115.96767600 43.41186277 115d58'3.634"W 43d24'42.706"N 01
1440 M 6-1 3-POLE DEADEN 2566727.98 636123.38 -115.96805219 43.41202168 115d58'4.988"W 43d24'43.278"N 01
1440 M 6-2 3-POLE DEADEN 2566734.51 636116.46 -115.96802755 43.41200276 115d58'4.899"W 43d24'43.21"N 0°
1440 L 7-1 3-POLE DEADEN 2566831.06 636031.72 -115.96766334 43.41177094 115d58'3.588"W 43d24'42.375"N 0°
1440 L 7-2 3-POLE DEADEN 2566823.14 636037.61 -115.96769322 43.41178706 115d58'3.696"W 43d24'42.433"N 0°
1440 L 8-1 3-POLE DEADEN 2566673.96 636113.36 -115.96825540 43.41199381 115d58'5.719"W 43d24'43.178"N 0°
1440 L 8-2 3-POLE DEADEN 2566818.76 635992.86 -115.96770924 43.41166423 115d58'3.753"W 43d24'41.991"N 0°
1433 R 1 3-POLE DEADEN 2570506.69 632857.99 -115.95380105 43.40308892 115d57'13.684"W 43d24'11.12"N 0°
1433 R 2 3-POLE DEADEN 2570625.64 632756.93 -115.95335254 43.40281244 115d57'12.069"W 43d24'10.125"N 0°
1433 L 9 3-POLE DEADEN 2570507.23 632828.08 -115.95379875 43.40300685 115d57'13.676"W 43d24'10.825"N 0°
1433 L 10 3-POLE DEADEN 2570510.89 632824.20 -115.95378494 43.40299623 115d57'13.626"W 43d24'10.786"N 0°
1433 R 3-1 3-POLE DEADEN 2570596.69 632750.01 -115.95346141 43.40279324 115d57'12.461"W 43d24'10.056"N 0°
1433 R 3-2 3-POLE DEADEN 2570589.02 632755.72 -115.95349031 43.40280885 115d57'12.565"W 43d24'10.112"N 0°
1433 R 4-1 3-POLE DEADEN 2570494.41 632805.38 -115.95384680 43.40294449 115d57'13.848"W 43d24'10.6"N 0°
1433 R 4-2 3-POLE DEADEN 2570500.93 632798.47 -115.95382219 43.40292556 115d57'13.76"W 43d24'10.532"N 0°
1433 M 5-1 3-POLE DEADEN 2570577.13 632733.52 -115.95353486 43.40274788 115d57'12.726"W 43d24'9.892"N 0°
1433 M 5-2 3-POLE DEADEN 2570563.51 632743.66 -115.95358621 43.40277561 115d57'12.91"W 43d24'9.992"N 01
1433 M 6-1 3-POLE DEADEN 2570471.57 632793.30 -115.95393264 43.40291119 115d57'14.158"W 43d24'10.48"N 0°
1433 M 6-2 3-POLE DEADEN 2570479.03 632785.39 -115.95390447 43.40288952 115d57'14.056"W 43d24'10.402"N 0°
1433 L 7-1 3-POLE DEADEN 2570569.66 632708.04 -115.95356276 43.40267791 115d57'12.826"W 43d24'9.64"N 0°
1433 L 7-2 3-POLE DEADEN 2570556.19 632718.06 -115.95361351 43.40270532 115d57'13.009"W 43d24'9.739"N 0°
1433 L 8-1 3-POLE DEADEN 2570429.23 632784.40 -115.95409186 43.40288648 115d57'14.731"W 43d24'10.391"N 0°
1433 L 8-2 3-POLE DEADEN 2570561.77 632656.87 -115.95359196 43.40253746 115d57'12.931"W 43d24'9.135"N 0°
Project Coordinate System:NAD83 1103:Idaho West,US Survey Ft.
*Refer to Anchor-Plan Layout Drawing Page 3 of 8

GROUP-2 REBUILD GUY ANCHOR STAKING TABLE
L902 BOISE BENCH - MIDPOINT
WEST STRUCTURES
WOM 27631139 Voltage: 230kV Date: 7/14/2023
PID#: T902220002 Shield Wire: 3/8 EHS and DNO 12821 Revision: A-IFB
Line#: 902 Conductor: 795 ACSR'Tern' Engineer: BMcD/Mane
Structures Anchor Location
Structure Number *Pole# *Anchor# Structure Description X Easting (ft) Y Northing (ft) Longitude (deg) Latitude (deg) Longitude (DMS) Latitude (DMS) Line Angle (deg)
1423 R 1 3-POLE DLADLND 2575959.84 628017.82 -115.93324127 43.38984395 115d55'59.669"W 43d23'23.438"N 01
1423 R 2 3-POLE DEADEN 2576079.38 627906.16 -115.93279062 43.38953831 115d55'58.046"W 43d23'22.338"N 0°
1423 L 9 3-POLE DEADEN 2575961.54 627980.23 -115.93323455 43.38974083 115d55'59.644"W 43d23'23.067"N 0°
1423 L 10 3-POLE DEADEN 2575967.42 627973.98 -115.93321235 43.38972373 115d55'59.564"W 43d23'23.005"N 0°
1423 R 3-1 3-POLE DEADEN 2576060.38 627892.91 -115.93286197 43.38950185 115d55'58.303"W 43d23'22.207"N 0°
1423 R 3-2 3-POLE DEADEN 2576052.64 627898.68 -115.93289115 43.38951763 115d55'58.408"W 43d23'22.263"N 0°
1423 R 4-1 3-POLE DEADEN 2575952.48 627953.53 -115.93326842 43.38966753 115d55'59.766"W 43d23'22.803"N 0°
1423 R 4-2 3-POLE DEADEN 2575960.55 627944.96 -115.93323797 43.38964407 115d55'59.657"W 43d23'22.719"N 0°
1423 M 5-1 3-POLE DEADEN 2576030.83 627883.87 -115.93297308 43.38947688 115d55'58.703"W 43d23'22.117"N 0°
1423 M 5-2 3-POLE DEADEN 2576020.63 627891.47 -115.93301152 43.38949768 115d55'58.841"W 43d23'22.192"N 0°
1423 M 6-1 3-POLE DEADEN 2575929.08 627942.05 -115.93335636 43.38963588 115d56'0.083"W 43d23'22.689"N 0°
1423 M 6-2 3-POLE DEADEN 2575938.14 627932.43 -115.93332217 43.38960954 115d55'59.96"W 43d23'22.594"N 01
1423 L 7-1 3-POLE DEADEN 2576017.59 627862.68 -115.93302271 43.38941865 115d55'58.882"W 43d23'21.907"N 0°
1423 L 7-2 3-POLE DEADEN 2576010.09 627868.27 -115.93305098 43.38943395 115d55'58.984"W 43d23'21.962"N T
1423 L 8-1 3-POLE DEADEN 2575885.78 627931.11 -115.93351915 43.38960562 115d56'0.669"W 43d23'22.58"N T
1423 L 8-2 3-POLE DEADEN 2576009.81 627825.94 -115.93305167 43.38931780 115d55'58.986"W 43d23'21.544"N 00
1414 R 1 3-POLE DEADEN 2581234.51 623332.86 -115.91336283 43.37702016 115d54'48.106"W 43d22'37.273"N T
1414 R 2 3-POLE DEADEN 2581364.82 623208.35 -115.91287178 43.37667924 115d54'46.338"W 43d22'36.045"N T
1414 L 9 3-POLE DEADEN 2581210.32 623298.28 -115.91345357 43.37692516 115d54'48.433"W 43d22'36.931"N 0°
1414 L 10 3-POLE DEADEN 2581218.71 623291.58 -115.91342195 43.37690682 115d54'48.319"W 43d22'36.865"N 0°
1414 R 3-1 3-POLE DEADEN 2581346.71 623175.85 -115.91293968 43.37658998 115d54'46.583"W 43d22'35.724"N 0°
1414 R 3-2 3-POLE DEADEN 2581339.92 623182.78 -115.91296525 43.37660895 115d54'46.675"W 43d22'35.792"N 0°
1414 R 4-1 3-POLE DEADEN 2581202.88 623272.28 -115.91348137 43.37685378 115d54'48.533"W 43d22'36.674"N 0°
1414 R 4-2 3-POLE DEADEN 2581210.53 623266.17 -115.91345255 43.37683706 115d54'48.429"W 43d22'36.613"N 0°
1414 M 5-1 3-POLE DEADEN 2581323.33 623164.07 -115.91302752 43.37655754 115d54'46.899"W 43d22'35.607"N 0°
1414 M 5-2 3-POLE DEADEN 2581316.53 623171.01 -115.91305314 43.37657655 115d54'46.991"W 43d22'35.676"N 0°
1414 M 6-1 3-POLE DEADEN 2581179.81 623263.03 -115.91356807 43.37682827 115d54'48.845"W 43d22'36.582"N 0°
1414 M 6-2 3-POLE DEADEN 2581187.75 623256.22 -115.91353815 43.37680964 115d54'48.737"W 43d22'36.515"N 0°
1414 L 7-1 3-POLE DEADEN 2581312.61 623139.38 -115.91306767 43.37648974 115d54'47.044"W 43d22'35.363"N 0°
1414 L 7-2 3-POLE DEADEN 2581306.46 623145.65 -115.91309083 43.37650692 115d54'47.127"W 43d22'35.425"N T
1414 L 8-1 3-POLE DEADEN 2581163.26 623236.01 -115.91363011 43.37675407 115d54'49.068"W 43d22'36.315"N 0°
1414 L 8-2 3-POLE DEADEN 2581292.24 623127.34 -115.91314418 43.37645660 115d54'47.319"W 43d22'35.244"N 0°
1398 R 1 3-POLE DEADEN 2589657.93 615833.18 -115.88163513 43.35648448 115d52'53.886"W 43d21'23.344"N 0°
1398 R 2 3-POLE DEADEN 2589782.36 615724.94 -115.88116664 43.35618803 115d52'52.2"W 43d21'22.277"N 0°
1398 L 9 3-POLE DEADEN 2589650.40 615805.59 -115.88166329 43.35640873 115d52'53.988"W 43d21'23.071"N 0`
1398 L 10 3-POLE DEADEN 2589658.14 615797.95 -115.88163414 43.35638782 115d52'53.883"W 43d21'22.996"N 0°
1398 R 1 3-1 3-POLE DEADEN 2589753.66 615724.20 -115.88127453 43.35618589 115d52'52.588"W 43d21'22.269"N 0°
Project Coordinate System:NAD83 1103:Idaho West,US Survey Ft.
*Refer to Anchor-Plan Layout Drawing Page 4 of 8

GROUP-2 REBUILD GUY ANCHOR STAKING TABLE
L902 BOISE BENCH - MIDPOINT
WEST STRUCTURES
WOM 27631139 Voltage: 230kV Date: 7/14/2023
PID#: T902220002 Shield Wire: 3/8 EHS and DNO 12821 Revision: A-IFB
Line#: 902 Conductor: 795 ACSR'Tern' Engineer: BMcD/Mane
Structures Anchor Location
Structure Number *Pole# *Anchor# Structure Description X Easting (ft) Y Northing (ft) Longitude (deg) Latitude (deg) Longitude (DMS) Latitude (DMS) Line Angle (deg)
1398 R 3-2 3-POLE DLADLND 2589745.36 615729.31 -115.88130579 43.35619987 115d52'52.701"W 43d21'22.32"N 01
1398 R 4-1 3-POLE DEADEN 2589646.75 615774.12 -115.88167681 43.35632237 115d52'54.037"W 43d21'22.761"N 0°
1398 R 4-2 3-POLE DEADEN 2589654.39 615766.59 -115.88164806 43.35630174 115d52'53.933"W 43d21'22.686"N 0°
1398 M 5-1 3-POLE DEADEN 2589733.67 615707.60 -115.88134961 43.35614024 115d52'52.859"W 43d21'22.105"N 0°
1398 M 5-2 3-POLE DEADEN 2589718.93 615716.67 -115.88140507 43.35616506 115d52'53.058"W 43d21'22.194"N 0°
1398 M 6-1 3-POLE DEADEN 2589622.94 615762.54 -115.88176630 43.35629051 115d52'54.359"W 43d21'22.646"N 0°
1398 M 6-2 3-POLE DEADEN 2589631.79 615753.81 -115.88173295 43.35626658 115d52'54.239"W 43d21'22.56"N 0°
1398 L 7-1 3-POLE DEADEN 2589724.21 615684.51 -115.88138504 43.35607686 115d52'52.986"W 43d21'21.877"N 0°
1398 L 7-2 3-POLE DEADEN 2589712.27 615691.86 -115.88142996 43.35609696 115d52'53.148"W 43d21'21.949"N 0°
1398 L 8-1 3-POLE DEADEN 2589579.60 615754.70 -115.88192919 43.35626881 115d52'54.945"W 43d21'22.568"N 0°
1398 L 8-2 3-POLE DEADEN 2589719.18 615621.08 -115.88140358 43.35590281 115d52'53.053"W 43d21'21.25"N 0°
1375 R 1 3-POLE DEADEN 2601771.28 605063.28 -115.83604647 43.32697872 115d50'9.767"W 43d19'37.123"N 0°
1375 R 2 3-POLE DEADEN 2601891.07 604956.22 -115.83559584 43.32668531 115d50'8.145"W 43d19'36.067"N 0°
1375 L 9 3-POLE DEADEN 2601769.04 605033.21 -115.83605477 43.32689622 115d50'9.797"W 43d19'36.826"N 0°
1375 L 10 3-POLE DEADEN 2601775.97 605025.87 -115.83602870 43.32687609 115d50'9.703"W 43d19'36.754"N 01
1375 R 3-1 3-POLE DEADEN 2601864.91 604948.28 -115.83569414 43.32666346 115d50'8.499"W 43d19'35.988"N 01
1375 R 3-2 3-POLE DEADEN 2601856.81 604954.31 -115.83572460 43.32667997 115d50'8.609"W 43d19'36.048"N T
1375 R 4-1 3-POLE DEADEN 2601753.85 605013.02 -115.83611177 43.32684077 115d50'10.002"W 43d19'36.627"N T
1375 R 4-2 3-POLE DEADEN 2601760.69 605005.77 -115.83608604 43.32682091 115d50'9.91"W 43d19'36.555"N 0°
1375 M 5-1 3-POLE DEADEN 2601845.90 604931.38 -115.83576552 43.32661704 115d50'8.756"W 43d19'35.821"N 0°
1375 M 5-2 3-POLE DEADEN 2601838.10 604937.19 -115.83579486 43.32663295 115d50'8.862"W 43d19'35.879"N 0°
1375 M 6-1 3-POLE DEADEN 2601736.59 604995.03 -115.83617658 43.32679135 115d50'10.236"W 43d19'36.449"N 0°
1375 M 6-2 3-POLE DEADEN 2601745.59 604985.49 -115.83614273 43.32676522 115d50'10.114"W 43d19'36.355"N 0°
1375 L 7-1 3-POLE DEADEN 2601834.07 604909.15 -115.83580991 43.32655600 115d50'8.916"W 43d19'35.602"N 0°
1375 L 7-2 3-POLE DEADEN 2601823.43 604917.06 -115.83584990 43.32657768 115d50'9.06"W 43d19'35.68"N 0°
1375 L 8-1 3-POLE DEADEN 2601690.08 604985.47 -115.83635135 43.32676502 115d50'10.865"W 43d19'36.354"N 0°
1375 L 8-2 3-POLE DEADEN 2601825.59 604863.63 -115.83584160 43.32643111 115d50'9.03"W 43d19'35.152"N 0°
1353 R 1 3-POLE DEADEN 2613160.58 594938.28 -115.79322301 43.29922305 115d47'35.603"W 43d17'57.203"N 0°
1353 R 2 3-POLE DEADEN 2613282.38 594830.31 -115.79276525 43.29892698 115d47'33.955"W 43d17'56.137"N 0°
1353 L 9 3-POLE DEADEN 2613159.95 594906.41 -115.79322532 43.29913559 115d47'35.611"W 43d17'56.888"N T
1353 L 10 3-POLE DEADEN 2613166.60 594899.37 -115.79320032 43.29911629 115d47'35.521"W 43d17'56.819"N 0°
1353 R 3-1 3-POLE DEADEN 2613251.78 594825.05 -115.79288019 43.29891249 115d47'34.369"W 43d17'56.085"N 0°
1353 R 3-2 3-POLE DEADEN 2613245.09 594830.02 -115.79290535 43.29892613 115d47'34.459"W 43d17'56.134"N 0°
1353 R 4-1 3-POLE DEADEN 2613144.92 594886.05 -115.79328174 43.29907972 115d47'35.814"W 43d17'56.687"N 0°
1353 R 4-2 3-POLE DEADEN 2613151.68 594878.90 -115.79325635 43.29906012 1 115d47'35.723"W 43d17'56.616"N 0`
1353 M 5-1 3-POLE DEADEN 2613232.15 594808.61 -115.79295390 43.29886736 115d47'34.634"W 43d17'55.922"N 0°
1353 M 5-2 3-POLE DEADEN 2613224.47 594814.32 -115.79298279 43.29888302 115d47'34.738"W 43d17'55.979"N 0°
Project Coordinate System:NAD83 1103:Idaho West,US Survey Ft.
*Refer to Anchor-Plan Layout Drawing Page 5 of 8

GROUP-2 REBUILD GUY ANCHOR STAKING TABLE
L902 BOISE BENCH - MIDPOINT
WEST STRUCTURES
WOM 27631139 Voltage: 230kV Date: 7/14/2023
PID#: T902220002 Shield Wire: 3/8 EHS and DNO 12821 Revision: A-IFB
Line#: 902 Conductor: 795 ACSR'Tern' Engineer: BMcD/Mane
Structures Anchor Location
Structure Number *Pole# *Anchor# Structure Description X Easting (ft) Y Northing (ft) Longitude (deg) Latitude (deg) Longitude (DMS) Latitude (DMS) Line Angle (deg)
1353 M 6-1 3-POLE DLADLND 2613130.43 594865.13 -115.79333613 43.29902229 115d47'36.01"W 43d17'56.48"N 0°
1353 M 6-2 3-POLE DEADEN 2613137.98 594857.15 -115.79330778 43.29900040 115d47'35.908"W 43d17'56.401"N 0°
1353 L 7-1 3-POLE DEADEN 2613218.48 594787.74 -115.79300522 43.29881008 115d47'34.819"W 43d17'55.716"N 0°
1353 L 7-2 3-POLE DEADEN 2613209.83 594794.16 -115.79303772 43.29882769 115d47'34.936"W 43d17'55.78"N 0°
1353 L 8-1 3-POLE DEADEN 2613091.22 594855.50 -115.79348342 43.29899583 115d47'36.54"W 43d17'56.385"N 0°
1353 L 8-2 3-POLE DEADEN 2613212.27 594743.82 -115.79302845 43.29868957 115d47'34.902"W 43d17'55.282"N 0°
1338 R 1 3-POLE TRANSPOSITION 2621204.57 587785.70 -115.76300131 43.27960592 115d45'46.805"W 43d16'46.581"N 0°
1338 R 2 3-POLE TRANSPOSITION 2621318.94 587682.94 -115.76257177 43.27932401 115d45'45.258"W 43d16'45.566"N 0°
1338 R 11 3-POLE TRANSPOSITION 2621268.99 587740.61 -115.76275940 43.27948220 -115045'45.934"W 43°16'46.136"N 0'
1338 L 9 3-POLE TRANSPOSITION 2621203.73 587755.28 -115.76300444 43.27952244 115d45'46.816"W 43d16'46.281"N 0°
1338 L 10 3-POLE TRANSPOSITION 2621208.86 587749.85 -115.76298518 43.27950756 115d45'46.747"W 43d16'46.227"N 0°
1338 L 12 3-POLE TRANSPOSITION 2621184.83 587645.86 -115.76307540 43.27922220 -115°45'47.071"W 43°16'45.200"N 0'
1338 R 3-1 3-POLE TRANSPOSITION 2621295.84 587674.14 -115.76265851 43.27929987 115d45'45.571"W 43d16'45.48"N 00
1338 R 3-2 3-POLE TRANSPOSITION 2621287.00 587680.70 -115.76269169 43.27931787 115d45'45.69"W 43d16'45.544"N 00
1338 R 4-1 3-POLE TRANSPOSITION 2621192.10 587731.32 -115.76304809 43.27945672 115d45'46.973"W 43d16'46.044"N 00
1338 R 4-2 3-POLE TRANSPOSITION 2621198.85 587724.19 -115.76302277 43.27943715 115d45'46.882"W 43d16'45.974"N 00
1338 M 5-1 3-POLE TRANSPOSITION 2621272.82 587660.21 -115.76274494 43.27926165 115d45'45.882"W 43d16'45.342"N 00
1338 M 5-2 3-POLE TRANSPOSITION 2621264.12 587666.67 -115.76277760 43.27927937 115d45'45.999"W 43d16'45.406"N 00
1338 M 6-1 3-POLE TRANSPOSITION 2621170.89 587717.51 -115.76312775 43.27941881 115d45'47.26"W 43d16'45.908"N 0°
1338 M 6-2 3-POLE TRANSPOSITION 2621177.05 587711.00 -115.76310462 43.27940094 115d45'47.177"W 43d16'45.843"N 0°
1338 L 7-1 3-POLE TRANSPOSITION 2621261.43 587637.65 -115.76278769 43.27919973 115d45'46.036"W 43d16'45.119"N 0°
1338 L 7-2 3-POLE TRANSPOSITION 2621252.95 587643.95 -115.76281956 43.27921702 115d45'46.15"W 43d16'45.181"N 0°
1338 L 8-1 3-POLE TRANSPOSITION 2621123.10 587709.97 -115.76330719 43.27939810 115d45'47.906"W 43d16'45.833"N 0°
1338 L 8-2 3-POLE TRANSPOSITION 2621251.94 587592.47 -115.76282330 43.27907576 115d45'46.164"W 43d16'44.673"N 0°
1308 R 1 3-POLE DEADEN 2635550.78 575032.82 -115.70914999 43.24460908 115d42'32.94"W 43d14'40.593"N 0°
1308 R 2 3-POLE DEADEN 2635671.51 574928.39 -115.70869708 43.24432238 115d42'31.309"W 43d14'39.561"N 0°
1308 L 9 3-POLE DEADEN 2635550.58 575002.20 -115.70915081 43.24452505 115d42'32.943"W 43d14'40.29"N 0°
1308 L 10 3-POLE DEADEN 2635555.53 574996.96 -115.70913223 43.24451067 115d42'32.876"W 43d14'40.238"N 0°
1308 R 3-1 3-POLE DEADEN 2635642.68 574921.43 -115.70880528 43.24430333 115d42'31.699"W 43d14'39.492"N 0°
1308 R 3-2 3-POLE DEADEN 2635635.04 574927.10 -115.70883393 43.24431891 115d42'31.802"W 43d14'39.548"N W
1308 R 4-1 3-POLE DEADEN 2635535.22 574982.19 -115.70920848 43.24447018 115d42'33.151"W 43d14'40.093"N 0°
1308 R 4-2 3-POLE DEADEN 2635542.05 574974.96 -115.70918287 43.24445034 115d42'33.058"W 43d14'40.021"N 0°
1308 M 5-1 3-POLE DEADEN 2635626.08 574902.74 -115.70886762 43.24425207 115d42'31.923"W 43d14'39.307"N 0°
1308 M 5-2 3-POLE DEADEN 2635618.44 574908.41 -115.70889628 43.24426765 115d42'32.027"W 43d14'39.364"N 0°
1308 M 6-1 3-POLE DEADEN 2635515.49 574966.80 -115.70928255 43.24442799 115d42'33.417"W 43d14'39.941"N 0`
1308 M 6-2 3-POLE DEADEN 2635523.82 574957.99 -115.70925132 43.24440380 115d42'33.305"W 43d14'39.854"N 0°
1308 L 7-1 3-POLE DEADEN 2635609.85 574883.77 -115.70892856 43.24420004 115d42'32.143"W 43d14'39.12"N 0°
1308 L 7-2 3-130LE DEADEND 2635600.19 574890.95 -115.70896482 43.24421976 115d42'32.273"W 43d14'39.191"N 0°
1308 L 8-1 3-POLE DEADEN 2635470.09 574957.67 -115.70945297 43.24440299 115d42'34.031"W 43d14'39.851"N 0'
Project Coordinate System:NAD83 1103:Idaho West,US Survey Ft.
*Refer to Anchor-Plan Layout Drawing Page 6 of 8

GROUP-2 REBUILD GUY ANCHOR STAKING TABLE
L902 BOISE BENCH - MIDPOINT
WEST STRUCTURES
WOM 27631139 Voltage: 230kV Date: 7/14/2023
PID#: T902220002 Shield Wire: 3/8 EHS and DNO 12821 Revision: A-IFB
Line#: 902 Conductor: 795 ACSR'Tern' Engineer: BMcD/Mane
Structures Anchor Location
Structure Number *Pole# *Anchor# Structure Description X Easting (ft) Y Northing (ft) Longitude (deg) Latitude (deg) Longitude (DMS) Latitude (DMS) Line Angle (deg)
1308 L 8-2 3-POLE DLADLND 2635601.85 574839.45 -115.70895867 43.24407846 115d42'32.251"W 43d14'38.682"N 01
1281 R 1 3-POLE DEADEN 2648170.11 563813.22 -115.66183184 43.21379884 115d39'42.595"W 43d12'49.676"N 0°
1281 R 2 3-POLE DEADEN 2648277.06 563717.47 -115.66143101 43.21353579 115d39'41.152"W 43d12'48.729"N 0°
1281 L 9 3-POLE DEADEN 2648164.21 563790.41 -115.66185405 43.21373625 115d39'42.675"W 43d12'49.451"N 0°
1281 L 10 3-POLE DEADEN 2648170.68 563783.56 -115.66182981 43.21371743 115d39'42.587"W 43d12'49.383"N 0°
1281 R 3-1 3-POLE DEADEN 2648258.19 563707.09 -115.66150185 43.21350737 115d39'41.407"W 43d12'48.627"N 0°
1281 R 3-2 3-POLE DEADEN 2648250.32 563712.94 -115.66153134 43.21352345 115d39'41.513"W 43d12'48.684"N 0°
1281 R 4-1 3-POLE DEADEN 2648146.25 563773.16 -115.66192150 43.21368897 115d39'42.917"W 43d12'49.28"N 0°
1281 R 4-2 3-POLE DEADEN 2648152.81 563766.20 -115.66189690 43.21366987 115d39'42.829"W 43d12'49.212"N 0°
1281 M 5-1 3-POLE DEADEN 2648243.34 563687.09 -115.66155761 43.21345255 115d39'41.607"W 43d12'48.429"N 0°
1281 M 5-2 3-POLE DEADEN 2648235.13 563693.20 -115.66158841 43.21346934 115d39'41.718"W 43d12'48.49"N 0°
1281 M 6-1 3-POLE DEADEN 2648131.19 563752.83 -115.66197807 43.21363324 115d39'43.121"W 43d12'49.08"N 0°
1281 M 6-2 3-POLE DEADEN 2648139.73 563743.78 -115.66194606 43.21360839 115d39'43.006"W 43d12'48.99"N 01
1281 L 7-1 3-POLE DEADEN 2648235.92 563661.57 -115.66158555 43.21338255 115d39'41.708"W 43d12'48.177"N 0°
1281 L 7-2 3-POLE DEADEN 2648258.90 563644.47 -115.66149941 43.21333556 115d39'41.398"W 43d12'48.008"N T
1281 L 8-1 3-POLE DEADEN 2648087.08 563742.33 -115.66214359 43.21360456 115d39'43.717"W 43d12'48.976"N 00
1281 L 8-2 3-POLE DEADEN 2648245.83 563573.93 -115.66154873 43.21314206 115d39'41.575"W 43d12'47.311"N T
1280 R 1 3-POLE DEADEN 2649035.07 563047.82 -115.65859025 43.21169623 115d39'30.925"W 43d12'42.106"N T
1280 R 2 3-POLE DEADEN 2649149.89 562943.02 -115.65815999 43.21140833 115d39'29.376"W 43d12'41.07"N 0°
1280 L 9 3-POLE DEADEN 2649034.29 563016.35 -115.65859332 43.21160987 115d39'30.936"W 43d12'41.796"N 0°
1280 L 10 3-POLE DEADEN 2649041.16 563009.07 -115.65856758 43.21158989 115d39'30.843"W 43d12'41.724"N 0°
1280 R 3-1 3-POLE DEADEN 2649128.26 562933.39 -115.65824116 43.21138198 115d39'29.668"W 43d12'40.975"N 0°
1280 R 3-2 3-POLE DEADEN 2649120.25 562939.35 -115.65827119 43.21139835 115d39'29.776"W 43d12'41.034"N 0°
1280 R 4-1 3-POLE DEADEN 2649024.62 562990.31 -115.65862968 43.21153846 115d39'31.067"W 43d12'41.538"N 0°
1280 R 4-2 3-POLE DEADEN 2649031.49 562983.04 -115.65860395 43.21151849 115d39'30.974"W 43d12'41.467"N 0°
1280 M 5-1 3-POLE DEADEN 2649103.56 562920.72 -115.65833385 43.21134728 115d39'30.002"W 43d12'40.85"N 0°
1280 M 5-2 3-POLE DEADEN 2649095.58 562926.66 -115.65836378 43.21136360 115d39'30.11"W 43d12'40.909"N 0°
1280 M 6-1 3-POLE DEADEN 2649001.10 562978.94 -115.65871796 43.21150735 115d39'31.385"W 43d12'41.426"N 0°
1280 M 6-2 3-POLE DEADEN 2649007.95 562971.69 -115.65869229 43.21148742 115d39'31.292"W 43d12'41.355"N 0°
1280 L 7-1 3-POLE DEADEN 2649091.77 562898.45 -115.65837819 43.21128623 115d39'30.161"W 43d12'40.63"N 0°
1280 L 7-2 3-POLE DEADEN 2649083.68 562904.47 -115.65840851 43.21130276 115d39'30.271"W 43d12'40.69"N 01
1280 L 8-1 3-POLE DEADEN 2648953.98 562970.17 -115.65889476 43.21148343 115d39'32.021"W 43d12'41.34"N 0°
1280 L 8-2 3-POLE DEADEN 2649085.04 562856.38 -115.65840359 43.21117080 115d39'30.253"W 43d12'40.215"N 0°
1272 R 1 3-POLE DEADEN 2653493.37 559089.77 -115.64188566 43.20082178 115d38'30.788"W 43d12'2.958"N 0°
1272 R 2 3-POLE DEADEN 2653612.01 558976.07 -115.64144128 43.20050940 115d38'29.189"W 43d12'1.834"N 0°
1272 L 9 3-POLE DEADEN 2653494.47 559052.24 -115.64188173 43.20071881 115d38'30.774"W 43d12'2.588"N 0°
1272 L 1 10 3-POLE DEADEN 2653500.65 559045.71 -115.64185858 43.20070087 115d38'30.691"W 43d12'2.523"N 0°
Project Coordinate System:NAD83 1103:Idaho West,US Survey Ft.
*Refer to Anchor-Plan Layout Drawing Page 7 of 8

GROUP-2 REBUILD GUY ANCHOR STAKING TABLE
L902 BOISE BENCH - MIDPOINT
WEST STRUCTURES
WOM 27631139 Voltage: 230kV Date: 7/14/2023
PID#: T902220002 Shield Wire: 3/8 EHS and DNO 12821 Revision: A-IFB
Line#: 902 Conductor: 795 ACSR'Tern' Engineer: BMcD/Mane
Structures Anchor Location
Structure Number *Pole# *Anchor# Structure Description X Easting (ft) Y Northing (ft) Longitude (deg) Latitude (deg) Longitude (DMS) Latitude (DMS) Line Angle (deg)
1272 R 3-1 3-POLE DLADLND 2653585.04 558970.89 -115.64154243 43.20049529 115d38'29.553"W 43d12'1.783"N 0°
1272 R 3-2 3-POLE DEADEN 2653579.18 558975.25 -115.64156441 43.20050726 115d38'29.632"W 43d12'1.826"N 0°
1272 R 4-1 3-POLE DEADEN 2653485.21 559025.79 -115.64191659 43.20064627 115d38'30.9"W 43d12'2.327"N 0°
1272 R 4-2 3-POLE DEADEN 2653494.13 559016.36 -115.64188318 43.20062038 115d38'30.779"W 43d12'2.233"N 0°
1272 M 5-1 3-POLE DEADEN 2653565.12 558954.66 -115.64161721 43.20045083 115d38'29.822"W 43d12'1.623"N 0°
1272 M 5-2 3-POLE DEADEN 2653555.10 558962.11 -115.64165479 43.20047129 115d38'29.957"W 43d12'1.697"N 0°
1272 M 6-1 3-POLE DEADEN 2653460.72 559015.44 -115.64200850 43.20061797 115d38'31.231"W 43d12'2.225"N 0°
1272 M 6-2 3-POLE DEADEN 2653470.82 559004.76 -115.64197066 43.20058863 115d38'31.094"W 43d12'2.119"N 0°
1272 L 7-1 3-POLE DEADEN 2653552.51 558933.01 -115.64166463 43.20039147 115d38'29.993"W 43d12'1.409"N 0°
1272 L 7-2 3-POLE DEADEN 2653545.28 558938.38 -115.64169172 43.20040622 115d38'30.09"W 43d12'1.462"N 0"
1272 L 8-1 3-POLE DEADEN 2653413.09 559004.25 -115.64218716 43.20058742 115d38'31.874"W 43d12'2.115"N 0°
1272 L 8-2 3-POLE DEADEN 2653545.18 558895.26 -115.64169231 43.20028792 115d38'30.092"W 43d12'1.037"N 0°
1249A R 3-1 3-POLE DEADEN 2663477.28 550117.61 -115.60449967 43.17616299 115d36'16.199"W 43d10'34.187"N 125.7°Right
1249A R 3-2 3-POLE DEADEN 2663471.90 550118.63 -115.60451984 43.17616582 115d36'16.271"W 43d10'34.197"N 125.7°Right
1249A R 4-1 3-POLE DEADEN 2663506.04 550129.21 -115.60439178 43.17619466 115d36'15.81"W 43d10'34.301"N 125.70 Right
1249A R 4-2 3-POLE DEADEN 2663509.03 550133.67 -115.60438056 43.17620688 115d36'15.77"W 43d10'34.345"N 125.70 Right
1249A M 5-1 3-POLE DEADEN 2663480.14 550080.42 -115.60448921 43.17606091 115d36'16.161"W 43d10'33.819"N 125.70 Right
1249A M 5-2 3-POLE DEADEN 2663528.08 550100.46 -115.60430933 43.17611567 115d36'15.514"W 43d10'34.016"N 125.70 Right
1249A M 6-1 3-POLE DEADEN 2663520.22 550105.71 -115.60433879 43.17613013 115d36'15.62"W 43d10'34.068"N 125.7°Right
1249A M 6-2 3-POLE DEADEN 2663482.52 550090.16 -115.60448021 43.17608763 115d36'16.129"W 43d10'33.915"N 125.7°Right
1249A L 7-1 3-POLE DEADEN 2663489.24 550057.30 -115.60445524 43.17599743 115d36'16.039"W 43d10'33.591"N 125.7°Right
1249A L 7-2 3-POLE DEADEN 2663491.61 550066.96 -115.60444631 43.17602393 115d36'16.007"W 43d10'33.686"N 125.7°Right
1249A L 8-1 3-POLE DEADEN 2663537.17 550077.13 -115.60427541 43.17605164 115d36'15.391"W 43d10'33.786"N 125.7°Right
1249A L 8-2 3-POLE DEADEN 2663529.19 550082.47 -115.60430530 43.17606631 115d36'15.499"W 43d10'33.839"N 125.7°Right
1495 L 1 3-POLE MEDIUM ANGLE 2537634.68 661882.09 -116.07792487 43.48243163 116d4'40.53"W 43d28'56.754"N 16.8°Right
1495 L 2 3-POLE MEDIUM ANGLE 2537645.51 661891.49 -116.07788419 43.48245753 116d4'40.383"W 43d28'56.847"N 16.8°Right
1495 M 3 3-POLE MEDIUM ANGLE 2537657.64 661919.66 -116.07783894 43.48253495 116d4'40.22"W 43d28'57.126"N 16.8°Right
1495 M 4 3-POLE MEDIUM ANGLE 2537674.70 661898.89 -116.07777434 43.48247816 116d4'39.988"W 43d28'56.921"N 16.8°Right
1495 R 5 3-POLE MEDIUM ANGLE 2537676.36 1 661935.96 1 -116.07776862 1 43.48257989 1 116d4'39.967"W 43d28'57.288"N 1 16.8°Right
1495 R 6 3-POLE MEDIUM ANGLE 2537693.72 661915.47 -116.07770293 1 43.48252385 1 116d4'39.731"W 43d28'57.086"N 16.8°Right
Project Coordinate System:NAD83 1103:Idaho West,US Survey Ft.
*Refer to Anchor-Plan Layout Drawing Page 8 of 8

3
D
V. MATERIALS
D
r

GROUP-2 L902 REBUILD DRAM-BOBN MATERIAL TABLE
L902 BOISE BENCH TO MIDPOINT
WO#: 27631139 Date:14/07/2023
PID#: T902220002 Revision:A-I1`8
Line#: 902 Engineer:BMcD/Patil
Voltage:230kV
MATERIALS
Quantity Addt'I Materials Totals UOM Stock Code# Description
3727 3727 FT 3657 CONDUCTOR,CIL,CCS,#6 SOLID BARE DEAD SOFT ANNEALED 40%CONDUCTIVITY
2 2 EA 3670 GUY WIRE,GALV,EHS,1/2',7-STRAND,CL-A COATING,100'COIL
21 21 EA 3671 GUY WIRE,GALV,EHS,1/2',7-STRAND,CL-A COATING,1,000 FT REEL
975 975 EA 3852 CONNECTOR,CU,TYPE VISE,XFMR CASE GRID#6 SOLID TO 1/0 STIR BRONZE BODY,S.S.BOLT
56 56 EA 3853 CONNECTOR,CU,TYPE VISE,XFMR CASE GRID#3 SOLID TO 4/0 STIR BRONZE BODY,S.S.BOLT
56 56 EA 4060 CLAMP,PG,ALUM,1-BOLT#6-2/0 MAIN LINE#6-2/0 TAP CONDUCTOR
160 160 EA 4109 CLAMP,SUSPENSION,CORONA FREE,ALUM,1.00"-1.10",W/SOCKET EYE CN&S.S.COTTER KEY
693 693 EA 4112 CLAMP,SUSPENSION,CORONA FREE,ALUM,1.64"-1.80",W/SOCKET EYE CN&S.S.COTTER KEY
115 115 EA 4115 CLAMP,SUSPENSION,FERROUS,.3"-.7",HOT DIPPED GALV DUCTILE IRON BODY
28 28 EA 4210 ROD,ARMOR,ALUM,BLUE,F7715 24/7,2677,&795 4517 ACSR CND,12 RODS/SET
10 10 EA 4224 ROD,ARMOR,GALV STL,ORANGE,F/3/8"EHS SHIELDWIRE,12 RODS/SET
3103 3103 EA 4339 SPACER,CONDUCTOR,SPEED GRIP,18",BUNDLE,F/795 TERN CONDUCTOR
310 310 EA 4727 INSULATOR,GUY STRAIN,T HD FBGL 30000 LB MIN BRKG STR 78"X3/4"CLEVIS-CLEVIS W/ONE 2-3/8"
16143 16143 EA 4777 INSULATOR,SUSPENSION,PORCELAIN 10"BALL&SOCKET 5-3/4"SPACING,DARK GRAY,
959 959 EA 4816 CLEVIS,BALL,Y GALV 3/4"BOLT,NUT&S.S.COTTER KEY 30000 LB ULT STIR
958 958 EA 4828 SHACKLE,ANCHOR,HOT DIPPED GALV STL 3/4"BOLT NUT&S.S.COTTER KEY 3-1/2"D 7/8"OP
347 347 EA 4831 SHACKLE,ANCHOR,HOT DIPPED GALV STL 3/4"BOLT NUT&S.S.COTTER KEY 2-3/4"D 1-1/16"OP
282 282 EA 4838 SHACKLE,ANCHOR,HOT DIPPED GALV STL 5/8"BOLT NUT&S.S.COTTER KEY 2-3/4"D 7/8"OP
339 339 EA 4839 SOCKET,CLEVIS,30000 LB ULT 5/8"PIN F/HOT LINE ANSI 52-3&5 INS CLASS 10"LONG
685 685 EA 4843 SOCKET,CLEVIS,30,000 LB ULT 5/8"PIN F/ANSI 52-3"&5"CLASS 2.62"LONG
3 3 EA 4845 CLEVIS,GALV,THIMBLE,W/BOLT NUT&SS COTTER KEY 0.88"GROOVE MIN
115 115 EA 4854 CONNECTOR,SOCKET EYE,1-3/4"TONGUE WIDTH,11/16"EYE DIA,5/8"BOLT,S.S.,GALV BODY
310 310 EA 5006 ANCHOR,DISK,24"CORROSION RESISTANT,1/4"THICKNESS F/USE W/1"X10'ROD
574 574 EA 5034 ROD,GROUND,5/8"X 8',CU BONDED,MEETING ANSI C-33.8-1972
160 160 EA 5119 BOLT,MACHINE,3/4"X 3",GALV W/SQ HEAD&ONE SO NUT MACHINE BOLT
19 19 EA 5179 WASHER,ROUND,9/16"HOLE GALV ROUND WASHER
160 160 EA 5181 WASHER,ROUND,13/16",GALV ROUND WASHER
24 24 EA 5282 DAMPER,VIBRATION,.270"-.360"DIA F/CND W/NO ARMOUR ROD
2130 2130 EA 5287 DAMPER,VIBRATION,.971"-1.09"DIA F/CND W/NO ARMOR ROD
3 3 EA 5313 GRIP,GUY,AUTO F/1/2"EHS GUY STRAND W/STANDARD SHORT BAIL
620 620 EA 5314 GRIP,GUY,AUTO F/1/2"EHS GUY STIR EXTRA LONG BAIL F/MULTIPLE GUYS
622 622 EA 5320 GRIP,GUY,GALV FORMED WIRE F/1/2"EHS GUY STRAND
310 310 EA 5325 GUARD,GUY,8',YELLOW PVC,FULL-ROUND TUBE SLOTTED DESIGN,F/1/2"EHS
160 160 EA 5342 NUT,MALLEABLE FORGED,3/4",GALV SQUARE LOCKNUT
160 160 EA 5351 NUT,GALV,PLAIN GALV NUT,F/3/4"MACHINE BOLT
620 620 EA 5361 SHEAVE,ROLLER,GUY GALV 2-3/8'DIA 27/32"WIDTH 13/16"HOLE
287 287 EA 5884 ANODE,MAGNESIUM,PACKAGED HIGH POTENTIAL 17 LB ANODE WEIGHT 42 LB PACKAGED WEIGHT
105 105 EA 8760 SIGN,BLANK,4-1/2"X22-1/2"X0.032",TYPE 3003,ALUM ALLOY
310 310 EA 13605 YOKE,STRAIN,40000 LB,18"SPACING,TRIANGULAR
19 19 EA 14653 WASHER,LOCK,1/2",ZINC PLATED
420 420 EA 23310 SCREW,SELF-DRILLING,#10 X 1/2",SELF TAPPING SCREW
168 168 EA 24678 SIGN,CHARACTER,0,4",HIGH WHITE ON BLACK WR PRIES SNTV ADH BACK VNL
165 165 EA 24679 SIGN,CHARACTER,1,4",HIGH WHITE ON BLACK WR PRIES SNTV ADH BACK VNL
194 194 EA 24680 SIGN,CHARACTER,2,4",HIGH WHITE ON BLACK WR PRIES SNTV ADH BACK VNL
61 61 EA 24682 SIGN,CHARACTER,3,4",HIGH WHITE ON BLACK WR PRIES SNTV ADH BACK VNL
93 93 EA 24683 SIGN,CHARACTER,4,4",HIGH WHITE ON BLACK WR PRIES SNTV ADH BACK VNL
42 42 EA 24684 SIGN,CHARACTER,5,4",HIGH WHITE ON BLACK WR PRIES SNTV ADH BACK VNL
34 34 EA 24687 SIGN,CHARACTER,6,4",HIGH WHITE ON BLACK WR PRIES SNTV ADH BACK VNL
37 37 EA 24688 SIGN,CHARACTER,7,4",HIGH WHITE ON BLACK WR PRIES SNTV ADH BACK VNL
26 26 EA 24689 SIGN,CHARACTER,8,4",HIGH WHITE ON BLACK WR PRIES SNTV ADH BACK VNL
176 176 EA 24690 SIGN,CHARACTER,9,4",HIGH WHITE ON BLACK WR PRIES SNTV ADH BACK VNL
2 2 EA 36513 SIGN,CHARACTER,A,4",HIGH WHITE ON BLACK WR PRIES SNTV ADH BACK VIAL
114 114 EA 38256 NUT,HEX,S.S.,1/2",18-8,USS-NC HEX NUT
310 310 EA 38635 ROD,ANCHOR,1-1/4"X 10',CR ANCHOR ROD,DOUBLE SCREW-ON EYE,58 KIP ULT.
620 620 EA 39048 CLEVIS,GALV,THIMBLE,W/BOLT NUT&S.S.COTTER KEY 1-3/4"GROOVE MIN,60-KIP
80 80 EA 40704 INSULATOR,LINE POST,POLYMER HORIZ,230KV,W/CORONA RING,FLAT BASE,2.5"ROD,JMP USE
10 10 EA 40886 BRACKET,CABLE,EXTERNAL COIL BRACKET,F/STORING EXTRA LENGTH OF OPTICAL GROUND WIRE
10 10 EA 41753 CLOSURE,SPLICE,FIBER,6-CABLE MAX,OPGW,ADSS,RESEALABLE,BOLTED OR BANDED
56 56 EA 45871 DEADEND,BOLTED,8-BOLT PATTERN,F/DNO-5484 OPGW,'-ENGR MUST VERIFY"
56 56 EA 45872 PLATE,LINK,10",F/OPGW DIA.552"
115 115 EA 45873 CLAMP,SUSPENSION,CLAMP,SUSPENSION,W/ARMOR ROD,F/OPGW DIA.528"-.555"
16 16 EA 45874 DAMPER,VIBRATION,.552"DIA,F/OPGW
Page 1

GROUP-2 L902 REBUILD DRAM-BOBN MATERIAL TABLE
L902 BOISE BENCH TO MIDPOINT
PID#: T902220002 Revision:A-IFB
Line#: 902 Engineer:BMcD/Patil
Voltage:230kV
MATERIALS
Quantity Addt'I Materials Totals UOM Stock Code# Description
113 113 EA 45881 CLAMP,GUIDE,DOWNLEAD CLAMP,F/OPGW DIA.501"-.600',F/STEEL POLES
620 620 EA 47954 GRIP,GUY,AUTO F/1/2"EHS GUY TO FIT ON 36"DISK ANCHORS W/LARGE HEAD
56 56 EA 48602 DEADEND,COMPRESSION,QUICK-COMPRESS F/3/8"EHS W/NO TONGUE
593 593 EA 53409 YOKE,PLATE,5-HOLES @ 15/16-,18"BASE,3 5/8"H,5/8-THICK
4 4 EA 53452 YOKE,PLATE,CURVED CONFIG.F/BUNDLED RUNNING ANGLE,18"SPACING,50 KIP ULT.
142 142 EA 53593 SIGN,CHARACTER,L,2"HIGH REFLECTIVE WHITE ON BLACK PRESS-ON ADHESIVE BACK
19 19 EA 54198 BOLT,MACHINE,1/2"X 3",GALV W/HEX HEAD&ONE SO NUT MACHINE BOLT
628 628 1 FT 1 56234 ICONDUCTOR,CIL,#2 CU FLEXIBLE BRAIDED ROPE,TINNED,250'REEL
171 171 EA 56248 CLAMP,GROUND,1-BOLT,F/OPGW.552"TO#2 BRAIDED
287 287 EA 56674 CONNECTOR,CU,GROUND,A-CORN CLAMP,F/5/8"ROD,FI#6 SOLID&#2 STRANDED
339 i339 EA 58336 DEADEND,IMPLOSIVE,DE,F/795 TERN,45/7,W/15 DEG 4H NEMA PAD
339 339 EA 58337 TERMINAL,IMPLOSIVE,JUMPER,F7795 KCMIL ACSR 45/7 TERN W/15 DEG 4H NEMA PAD
170 1 170 1 EA 1 59650 IYOKE,PLATE,30,000 LB WHOLE,RECTANGLE,5/8"THICK,18"HOLE SPACE,GALV STEEL
Page 2

GROUP-2 L902 REBUILD DRAM-BOBNSTRUCTUREREMOVAL LIST
L902 BOISE BENCH TO MIDPOINT
WOM 27631139 Voltage:230kV Date: 7/23/2023
PIDfl: T902220002 Shield Wire:3/8 EHS and DNO 12821 Revision: A-IFB
Linen: 902 Conductor:795 ACSR'Tern' Engineer: BMcD/Patil
Removal Structures Removal Assemblies
Structure Number Structure Type Structure Material Pole Heights(ft)/Pole Class Conductor Assemblies Shield Wire/OPGW Assemblies
Left Middle Right Suspension Deadend Suspension Deadend
1526A LD-DE-GUY Steel 105/1 6 3
1526E LD-DE-GUY Steel 105/1 6 3
1525 AXST-HD Wood 65/1 - 65/1 3 2
1524 AKXS Wood 65/1 65/1 3 2
1520 AKXS-HD Wood 65/1 - 65/1 3 2
1517 AXT Wood 65/1 - 65/1 3 2
1514 AXT Wood 65/1 - 65/1 3 2
1512 AKXS Wood 65/1 - 65/1 3 2
1508 HXS-25 Steel 70/1 65/1 60/1 6 4
1505 AKXS Wood 60/1 - 60/1 3 2
1502 AKXS Wood 75/1 75/1 3 2
1500 AXT Wood 65/1 - 65/1 3 2
1497 AXS Wood 80/1 80/1 3 2
1496 AXS Wood 90/1 - 90/1 3 2
1495 DXS-22 Wood 85/1 90/1 90/1 6 4
1494 AXS Wood 80/1 - 80/1 3 2
1492 AKXS Wood 65/1 65/1 3 2
1491 AXT Wood 65/1 - 65/1 3 2
1490 HXS-25 Wood 60/1 60/1 60/1 6 4
1487 AXT Wood 65/1 - 65/1 3 2
Page 1

GROUP-2 L902 REBUILD DRAM-BOBNSTRUCTUREREMOVAL LIST
L902 BOISE BENCH TO MIDPOINT
WOM 27631139 Voltage:230kV Date: 7/19/2023
PID#: T902220002 Shield Wire:3/8 EHS and DNO 12821 Revision: A-IFB
Line#: 902 Conductor:795 ACSR'Tern' Engineer: BMcD/Patil
Removal Structures Removal Assemblies
Structure Number Pole Heights(ft)/Pole Class Conductor Assemblies Shield Wire/OPGW Assemblies
Structure Type Structure Material
Left Middle Right Suspension Deadend Suspension Deadend
1480 AKXS-HD Wood 7011 - 70/1 3 2
1479 AXT Wood 75/1 - 75/1 3 2
1478 HXS-25 Wood 70/1 70/1 70/1 6 4
1477 AXST Steel 70/1 - 70/1 3 2
1476 AXST Steel 75/1 - 75/1 3 2
1475 AKXS Wood 70/1 - 70/1 3 2
1470 AXT Wood 65/1 - 65/1 3 2
1469 AKXS Wood 65/1 - 65/1 3 2
1467 AKXS Wood 70/1 - 70/1 3 2
1466 AXT Wood 70/1 70/1 3 2
1464 AXT Wood 65/1 - 65/1 3 2
1462 AKXS Wood 70/1 - 70/1 3 2
1458 AXT Wood 65/1 - 65/1 3 2
1457 AXT Wood 70/1 7011 3 2
1456 AXT Wood 70/1 - 70/1 3 2
1455 AXT Wood 65/1 65/1 3 2
1453 AXT Wood 65/1 - 65/1 3 2
1451 AXT Wood 65/1 65/1 3 2
1448 AXT Wood 65/1 - 65/1 3 2
1447 AKXS Wood 75/1 - 75/1 3 2
Page 2

GROUP-2 L902 REBUILD DRAM-BOBNSTRUCTUREREMOVAL LIST
L902 BOISE BENCH TO MIDPOINT
WOM 27631139 Voltage:230kV Date: 7/19/2023
PID#: T902220002 Shield Wire:3/8 EHS and DNO 12821 Revision: A-IFB
Line#: 902 Conductor:795 ACSR'Tern' Engineer: BMcD/Patil
Removal Structures Removal Assemblies
Structure Number Pole Heights(ft)/Pole Class Conductor Assemblies Shield Wire/OPGW Assemblies
Structure Type Structure Material
Left Middle Right Suspension Deadend Suspension Deadend
1446 AXS Wood 7011 - 70/1 3 2
1445 AXS Wood 70/1 - 70/1 3 2
1444 AKXS Wood 70/1 - 70/1 3 2
1443 AXT Wood 65/1 - 65/1 3 2
1441 HXS-25 Wood 75/1 75/1 75/1 6 4
1440 HXS-25 Wood 75/1 75/1 75/1 6 4
1439 AXS Wood 75/1 - 75/1 3 2
1438 AXT Wood 65/1 - 65/1 3 2
1437 AXS Wood 75/1 - 75/1 3 2
1436 AKXS Wood 70/1 - 70/1 3 2
1434 AXS Wood 60/1 - 60/1 3 2
1433 HXS-25 Wood 65/1 65/1 65/1 6 4
1431 AXT Wood 80/1 - 80/1 3 2
1430 AKXS Wood 70/1 70/1 3 2
1429 AXST-HD Wood 70/1 - 70/1 3 2
1427 AKXS Wood 70/1 70/1 3 2
1426 AKXS Wood 65/1 - 65/1 3 2
1425 AXT Wood 65/1 - 65/1 3 2
1423 HXST Steel 70/1 70/1 70/1 6 4
1417 AXT Wood 75/1 - 75/1 3 2
Page 3

GROUP-2 L902 REBUILD DRAM-BOBNSTRUCTUREREMOVAL LIST
L902 BOISE BENCH TO MIDPOINT
WOM 27631139 Voltage:230kV Date: 7/19/2023
PID#: T902220002 Shield Wire:3/8 EHS and DNO 12821 Revision: A-IFB
Line#: 902 Conductor:795 ACSR'Tern' Engineer: BMcD/Patil
Removal Structures Removal Assemblies
Structure Number Pole Heights(ft)/Pole Class Conductor Assemblies Shield Wire/OPGW Assemblies
Structure Type Structure Material
Left Middle Right Suspension Deadend Suspension Deadend
1416 AXT Wood 75/1 - 70/1 3 2
1414 HS-30 Wood 65/1 65/1 70/1 6 4
1412 AXT Wood 70/1 - 70/1 3 2
1411 AXT Wood 60/1 - 60/1 3 2
1407 AXS Wood 70/1 - 70/1 3 2
1406 AKXS Wood 70/1 - 70/1 3 2
1405 AXS Wood 65/1 - 65/1 3 2
1399 AXT Wood 65/1 - 65/1 3 2
1398 HXS-25 Wood 60/1 60/1 60/1 6 4
1395 AXT Wood 65/1 - 65/1 3 2
1393 AKXS Wood 65/1 - 65/1 3 2
1390 AXT Wood 65/1 65/1 3 2
1387 AKXS Wood 75/1 - 75/1 3 2
1386 AXS Wood 55/1 SS/1 3 2
1380 AXT Wood 65/1 - 65/1 3 2
1379 AXT Wood 65/1 65/1 3 2
1377 AXT Wood 70/1 - 70/1 3 2
1375 AXST Wood 70/1 70/1 3 2
1374 AKXS Wood 65/1 - 65/1 3 2
1372 AXT Wood 70/1 - 70/1 3 2
Page 4

GROUP-2 L902 REBUILD DRAM-BOBNSTRUCTUREREMOVAL LIST
L902 BOISE BENCH TO MIDPOINT
WOM 27631139 Voltage:230kV Date: 7/19/2023
PID#: T902220002 Shield Wire:3/8 EHS and DNO 12821 Revision: A-IFB
Line#: 902 Conductor:795 ACSR'Tern' Engineer: BMcD/Patil
Removal Structures Removal Assemblies
Structure Number Pole Heights(ft)/Pole Class Conductor Assemblies Shield Wire/OPGW Assemblies
Structure Type Structure Material
Left Middle Right Suspension Deadend Suspension Deadend
1367 AXT Wood 60/1 - 60/1 3 2
1366 AXS Wood 65/1 - 65/1 3 2
1365 AKXS Wood 65/1 - 65/1 3 2
1363 AKXS Wood 65/1 - 65/1 3 2
1361 AKXS Wood 70/1 - 7011 3 2
1359 AXT Wood 65/1 - 65/1 3 2
1356 AXT Wood 65/1 65/1 3 2
1354 AXT Wood 65/1 - 65/1 3 2
1353 HXS-25 Wood 70/1 - 70/1 3 2
1351 AXT Wood 65/1 65/1 3 2
1348 AKXS Wood 65/1 - 65/1 3 2
1347 AXS Wood 70/1 70/1 3 2
1343 AXT Wood 60/1 - 60/1 3 2
1338 TXS Wood 70/1 70/1 3 2
1336 AKXS Wood 65/1 - 65/1 3 2
1326 AXT Wood 65/1 65/1 3 2
1321 AXT Wood 65/1 - 65/1 3 2
1313 AKXS Wood 70/1 70/1 3 2
1310 AXT Wood 75/1 - 75/1 3 2
1308 AXT Wood 65/1 - 65/1 3 2
Page 5

GROUP-2 L902 REBUILD DRAM-BOBNSTRUCTUREREMOVAL LIST
L902 BOISE BENCH TO MIDPOINT
WOM 27631139 Voltage:230kV Date: 7/19/2023
PID#: T902220002 Shield Wire:3/8 EHS and DNO 12821 Revision: A-IFB
Line#: 902 Conductor:795 ACSR'Tern' Engineer: BMcD/Patil
Removal Structures Removal Assemblies
Structure Number Pole Heights(ft)/Pole Class Conductor Assemblies Shield Wire/OPGW Assemblies
Structure Type Structure Material
Left Middle Right Suspension Deadend Suspension Deadend
1304 AKXS Wood 7011 - 70/1 3 2
1303 AXT Wood 65/1 - 65/1 3 2
1302 AXT Wood 60/1 - 60/1 3 2
1299 AKXS Wood 70/1 - 70/1 3 2
1298 AXT Wood 65/1 - 65/1 3 2
1296 AXT Wood 60/1 - 60/1 3 2
1294 AXT Wood 65/1 - 65/1 3 2
1293 AXT Wood 65/1 - 65/1 3 2
1291 AKXS Wood 70/1 - 70/1 3 2
1289 AKXS Wood 65/1 65/1 3 2
1287 AXT Wood 65/1 - 65/1 3 2
1284 AKXS Wood 70/1 70/1 3 2
1282 AKXS Wood 70/1 - 70/1 3 2
1281 HS-25 Wood 70/1 65/1 3 2
1280 HXS-25 Wood 65/1 - 65/1 3 2
1279 AXS Wood 65/1 65/1 3 2
1272A AXST Steel 75/1 - 75/1 3 2
1272 HXS-2S Wood 70/1 70/1 3 2
1270 AKXS Wood 65/1 - 65/1 3 2
1269 AXS-HD Wood 65/1 - 65/1 3 2
Page 6

GROUP-2 L902 REBUILD DRAM-BOBN STRUCTURE REMOVAL LIST
L902 BOISE BENCH TO MIDPOINT
WOM 27631139 Voltage:230kV Date: 7/19/2023
PID#: T902220002 Shield Wire:3/8 EHS and DNO 12821 Revision: A-IFB
Line#: 902 Conductor:795 ACSR'Tern' Engineer: BMcD/Patil
Removal Structures Removal Assemblies
Structure Number Structure Type Structure Material Pole Heights(ft)/Pole Class Conductor Assemblies Shield Wire/OPGW Assemblies
Left Middle Right Suspension Deadend Suspension Deadend
1267 AXT Wood 60/1 60/1 3 2
1266 AXT Wood 65/1 - 65/1 3 2
1264 AXT Wood 65/1 65/1 3 2
1261 AKXS Wood 65/1 - 65/1 3 2
1255 AXT Wood 75/1 - 75/1 3 2
1254 AXT Wood 70/1 - 70/1 3 2
1252 AKXS Wood 65/1 - 65/1 3 2
1250 AXT Steel 65/1 - 65/1 3 2
1249 C 3 Pole DE Steel 75/2 75/2 75/2 6 4
716Str#39 3 Pole DE Steel 75/4 60/4 65/4 6 -
Page 7

G
v cn
D �
gc
20
0c
(n ;o
D
r
VI. STRUCTURAL DRAWINGS

Y-6' 3'-6' 11'-0' 11'-O 3'-6- Y-6'
SEE DETAIL A
)
(
DETAIL 1 DETAIL 2
3/6"EHS SUSPEN9ON OPGW SUSPENSION
ASSEMBLY ASSLTNBLY
SEE NOTE 2 SEE NOTE 2 DETAIL]
r CONDUCTOR SUSPENSION ASSEMBLY
SEE NOTE 2
PER.-KERS TO BE INSTALLED V
Y CONSTRICTION CONTRACTORS.
122
O 1 1/16'DA HOE
(CHMIFER 1/B'B5.)
tl/12-
MAX
HOD
EX NUT
\\ / DETAIL A
\\ C SCALE: N.T.S.
_ \� SEE NOTE 1
ON HLEINE
QIL UNE
I
I
9
----3 -kT
v—„GrcH
6
I
LINE
BACK
ON-LINE
POLE ORIENTATION
NOTES:
I.REFER TO DWG.147i6B-033-01 TO-60-035-01 FOR
WE HARDWARE OETAIL9
2.REFER TO STRUCTURE UST FOR WE AERIAL MARKER
INSTALLARON LOCATIONS.INSTALL AERIAL MARKER SCR
BRACKET(CID 465]5)USING-TAPPING SCREW(GO
'022 J14 X1"H.).
GROUND LINE GROUND UNE 3.CDNSTRUCTON CCHTRAETDR TO ENSURE WE IPC STANDARD
EMBEDMENT(IN OF TINE STRUCTURE HEIGHT+2FT).REFER
TO IPC CONSTRUCTION SPECIRCATION FOR WE POE
EMBEDMENT AT WE UNEYEN GROUND SURFACE
4.INSTALL OPGW SPUCE BOX ON SM.1496.
PROJECT DRAWING # — 147168-011-01
a+
�5! M5 REF.(S) WO# 27631139
BOISE BENCH - MIDPOINT
230 kV LINE #902
TSH — H—FRAME TANGENT STRUCTURE
x
STRUCTURE FRAMING x
REV DESCRIPTION DATE
0 ISSUED FOR REVIEW 05 11 2023 ®
1 REVISED TO CORRECT STRUCTURE ORIENTATION 07 18 2023
SCALE:3/16"=1''—O" DATE:07/18/2023
DS.
DR.M MSSSS SHT. 1 1 XX— XX 1 00

DRAM TO RATTLESNAKE GROUP-2 STRUCTURE LIST 23OkV LINE#902 DRAM TO RATTLESNAKE GROUP-2 STRUCTURE UST 23OkV LINE/902
LEFT POLE RIGHT POLE LEFT POLE RIGHT POLE
TOTAL POLE TOTAL POLE DESIGN LINE ANGLE TOTAL POLE TOTAL POLE DESIGN LINE ANGLE
STRUCTURE NUMBER ABODE GROUND ABOVE GROUND AERIAL STRUCTURE NUMBER NOTE STRUCTURE NUMBER ABOVE GROUND ABOVE GROUND AERIAL STRUCTURE NUMBER NOTE
LENGTH'%' LENGTH'%' (N LENGTH'%' LENGTH'X' (N
HEIGHT'A'(FT) (FT) HEIGHT'B°(FT) (FT) HEIGHT'A° FT) (FT) HEIGHT"B'(Fn (FT)
1525 79 90 79 90 0-1 1367 52 60 52 60 0-1
1524 65.5 75 65.5 75 0-1 1366 61 70 61 70 0-1 REQUIRE AERIAL STRUCTURE NUMBER
1520 61 70 61 70 0-1 - 1365 52 60 52 60 0-1 -
1517 56.5 65 56.5 65 0-1 1363 61 70 61 70 0-1
1514 56.5 65 56.5 65 0-1 1361 70 80 70 80 1 0-1
1512 61 70 61 70 1 0-1 1359 61 70 61 70 0-1 REQUIRE AERIAL STRUCTURE NUMBER
1505 47.5 55 1 47.5 55 0-1 1356 56.5 65 56.5 65 0-1
1502 70 80 70 80 0-1 REQUIRE AERIAL STRUCTURE NUMBER 1354 56.5 65 56.5 65 0-1
1500 56.5 65 56.5 65 0-1 - 1351 56.5 65 56.5 65 0-1 REQUIRE AERIAL STRUCTURE NUMBER
1497 70 80 70 80 0-1 1348 61 70 61 70 0-1
1496 79 90 79 90 0-1 1347 61 70 61 70 0-1
1494 70 80 70 80 0-1 1343 52 60 52 60 0-1 REQUIRE AERIAL STRUCTURE NUMBER
1492 61 70 61 70 0-1 1336 56.5 65 56.5 65 0-1 REQUIRE AERIAL STRUCTURE NUMBER
1491 65.5 75 65.5 75 0-1 1326 61 70 61 70 0-1
1487 61 70 61 70 0-1 1321 61 70 61 70 0-1 REQUIRE AERIAL STRUCTURE NUMBER
1480 65.5 75 65.5 75 0-1 1313 61 70 61 70 0-1 REQUIRE AERIAL STRUCTURE NUMBER
1479 74.5 85 74.5 85 0-1 1310 65.5 75 65.5 75 0-1
1477 74.5 85 74.5 85 0-1 REQUIRE AERIAL STRUCTURE NUMBER 1304 56.5 65 56.5 65 0-1 REQUIRE AERIAL STRUCTURE NUMBER
1476 83.5 95 83.5 95 0-1 1303 56.5 65 56.5 65 0-1
1475 61 70 61 70 0-1 - 1302 56.5 65 56.5 65 0-1 -
1470 61 70 61 70 0-1 REQUIRE AERIAL STRUCTURE NUMBER 1299 61 70 61 70 0-1
1469 56.5 65 56.5 65 0-1 1298 61 70 61 70 0-1
1467 74.5 85 74.5 85 0-1 1296 52 60 52 60 0-1 REQUIRE AERIAL STRUCTURE NUMBER
1466 65.5 75 65.5 75 0-1 1294 56.5 65 56.5 65 0-1
1462 61 70 61 70 0-1 REQUIRE AERIAL STRUCTURE NUMBER 1293 56.5 65 56.5 65 0-1
145E 56.5 65 56.5 65 0-1 - 1291 61 70 61 70 0-1 -
1457 65.5 75 65.5 75 0-1 1289 56.5 65 56.5 65 0-1
1456 61 70 61 70 0-1 1287 61 70 61 70 0-1 REQUIRE AERIAL STRUCTURE NUMBER
1455 61 70 61 70 0-1 1284 65.5 75 65.5 75 0-1
1453 65.5 75 65.5 75 0-1 REQUIRE AERIAL STRUCTURE NUMBER 1282 61 70 61 70 0-1
1451 65.5 75 65.5 75 0-1 1279 56.5 65 56.5 65 0-1 REQUIRE AERIAL STRUCTURE NUMBER
1448 56.5 65 56.5 65 0-1 - 1272A 70 80 70 80 0-1 REQUIRE AERIAL STRUCTURE NUMBER
1447 70 80 70 80 0-1 1270 56.5 65 56.5 65 0-1
1446 56.5 65 56.5 65 0-1 REQUIRE AERIAL STRUCTURE NUMBER 1269 61 70 61 70 0-1
1445 61 70 61 70 0-1 1267 52 60 52 60 0-1
1444 65.5 75 65.5 75 0-1 1266 61 70 61 70 0-1
1443 56.5 65 56.5 65 0-1 1264 56.5 65 56.5 65 0-1 REQUIRE AERIAL STRUCTURE NUMBER
1439 70 80 70 80 0-1 1261 65.5 75 65.5 75 0-1
1438 65.5 75 65.5 75 0-1 REQUIRE AERIAL STRUCTURE NUMBER 1255 61 70 61 70 0-1 REQUIRE AERIAL STRUCTURE NUMBER
1437 65.5 75 65.5 75 0-1 1254 70 80 70 80 0-1
1436 61 70 61 70 0-1 1252 52 60 52 60 0-1
1434 56.5 65 56.5 65 0-1 1250 56.5 65 56.5 65 0-1
1431 70 80 70 80 0-1 -
1430 70 80 70 80 0-1
1429 70 80 70 80 0-1 REQUIRE AERIAL STRUCTURE NUMBER
1427 61 70 61 70 0-1
1426 56.5 65 56.5 65 0-1
1425 61 70 61 70 0-1
1417 70 80 70 80 0-1 -
1416 79 90 74.5 85 0-1
1412 61 70 61 70 0-1 REQUIRE AERIAL STRUCTURE NUMBER
1411 52 60 52 60 0-1
1407 61 70 61 70 0-1
1406 61 70 61 70 0-1 REQUIRE AERIAL STRUCTURE NUMBER
1405 61 70 61 70 0-1 _ PROJECT DRAWING # - 1 471 68-01 1-02
1399 52 60 52 60 0-1 REQUIRE AERIAL STRUCTURE NUMBER REF.(S)WOE 27631139
1395 61 70 61 70 0-1 - BOISE BENCH - MIDPOINT
1393 56.5 65 56.5 65 0-1 - D
1390 47.5 55 47.5 55 0-1 - 230 kV LINE #902
1387 70 80 70 80 0-1 -
1386 47.5 55 47.5 55 0-1 TSH - H-FRAME TANGENT STRUCTURE
1380 61 70 61 70 0-1 - STRUCTURE FRAMING x
,379 52 60 52 60 0-, REV DESCRIPTION DATE p�p
3n 61 70 61 70 o-, - 0 ISSUED FOR REVIEW 05 11 2023
1374 Sfi.5 65 56.5 65 0-, REQUIRE AERIAL STRUCTURE NUMBER 1 REVISED TO CORRECT STRUCTURE ORIENTATION 07 18
1372 61 70 61 2023 70 0-1 - SCALE:3/16'=1'-0"� DATE:07/18/2023�
IDS.HAM SHT. 2 XX- XX 00
DR.MSS

BILL T MAlERIA,
AHEAD CATALOG ID QUANTITY OE506PnON
ON-UNE mm AS REGO MY WRE.CALK ENS 1/2'.7-SMANO,M-A COATING,100'COL
OIL UNE 3671 AS REOD MY WRE.GALN ENS 1/2'.7-SMMO,CL-A
4 2 16 INSULATOR,GUY STRAIN,7 NO EBIL 30000 LB MN BRKG STR 78'X 3/4'OEMtLENS W/ONE 2-3/8'ROLLER
VIEW A—A 4028 32 SHIM WRE PLAN NEW SHANLE,ANO101,HOT DIPPED GALV SR 3/4'BOLT NUT 8 S.S.COTTER KEY Y1/2'0 7/8'T,60,000 ULT
SCALE:N.T.S. � 4&5 16 DENS,CN.Y.THIMBLE.W/BTT NUT dbS WTIEA IR1'0.88'CROON:MN
B 5006 16 ANCHOR,OIW.24'GORDON RESSTMT.Iµ'NNNESS F/USE W/MIO'ROD
T 013 I6 OP.MY.AUTO F/1/2'ENS GUY STRAND W/STANDARD 91ORT BAIL
3
SN4 32 tlRP,OJY,AUTO FO2 1/2'B5 BUY SIR LONG SAL
V-No 6 5320 48 G.I.D. If FBtNEO Mfi FBt ROUND
ETU E SUBPAR
5325 16 tlIAR OJY B YBLOW PIC,NLL RBI161 MBE 9DT1E0 DE9(NN,FBR I/2'EHS
5381 32 SHEAM,ROLLER,MY CPLV 2-3/B•DIA 2J/3Y WDM.13/16•HOLE
UNE 13805 16 YOKE PIAIE,MAN,ROOMS,18'SPAONG,TRIANGULAR
VIEW B—B BACK 38835 16 ROD,AII.M.1-1/4'X 10'.CR ANCHOR ROD.MILE SWEW-OI ENE
CONO OR CI PLAN NEW ON-UNE
SCALE:N.T.S. mm 32 BENS,GALV,MNBLE,W/WOLT NUT h SS GOITER KEY 1-1/4•BROOM:MN,80-KIP
POLE ORIENTATION
4]95N 32 OP.MY.AUTO FOR 1/2' 5 BN'B TO AT ON 38'DISK ANtlgiS W/WE HEAD
A A
SHi 25'-LY 25'-LY SHi
�DETAL1
36]0 5313
DETAIL 2
OPGW SUSPENSION
DETAIL A 3/B'EHS 919'EN90N NSSEMBLY 39048
ASSEMBLY SEE NOTE 1 4628
SEE NOTE 1 5320 4828
13605 39040
SH1 SH1 39048
DETNL 9
WMUGTNR SUSPENSION
ASSEMBLY
SEE NOTE 1
5320
5320 5320
DETAIL C DETAIL B DETAIL B CENTERED AT NEAREST 53fi1
PHASE LOCATION 5361 CENTERED AT NEAREST 5361 CENTERED
LOCATION
PHASE LOCATION
4727
n2J aJ2J
5320
5320 W20
38J1
� 3871 3671
3 ?25 •( 53
53 / 5325 25
J\ J\ 5314 SEE NOTE 2
47954 5314 SEE NOTE 2 47954
4J9%
5006
3Bfi35 5006
3 5006 DETAIL C
DETAIL A DETAIL B CONDUCTOR DOUBLE DOWN GUY AND ANCHOR DETAIL
SHIELD DOWN MY AND ANCHOR DETAIL CONDUCTOR DOUBLE WIN MY AND ANCHOR DETAIL SCALE:N.T.S.
SCALE:N.T.S. SCALE:N.T.S.
NOTES
1.REFER TO DING.14J168-03-01 TO 1471611-O35-01 MR ME
HARDWARE DETAILS.
2 ANCHOt LOCATIONS TO BE AS SPECIFIED IN STAKING DETAILS
3.CONSMUCIION CONTRACTOR TO ENSURE ME IPC STANDARD
ENBEDAIMT(10%T THE STRUCTURE HEIGHT+2FT).REFER TO
IPC CONSMUCMON SPMIFlGATON MR ME POE EMBEDMENT AT
ME UNEVEN GROUND SURFACE.
4.PHASE DOMMY HAM:(2)MMMS PER DOWN WY.PHASE
DOM UY SPOTS OF INTO ME TWO SEPARATE ANCHOR.USE(1)
LONG BAIL MTOGRIP AND(1)REGULAR BAL MTOGRIP PER
DOUBLE DOM GUY ASSEMBLY.
GROUND UNE GROUND UNE GROUND UNE PROJECT DRAWING # - 147168-013-01
REF.(S) WO# 27631139
g� BOISE BENCH — MIDPOINT
wg - 230 kV LINE #902 D
TSAR -3-POLE RUNNING ANGLE GUYED STRUCTURE
STRUCTURE FRAMING x
REV DESCRIPTION DATE
0 ISSUED FOR REVIEW 05 1 1 2023 .,. .a""�.' Neo.%a.RA X
1 REVISED TO CORRECT STRUCTURE ORIENTATION 07 18 2023 .o =V-
SCALE:3/16"=1'-0"DATE:07/18/2023
os.HAM
DR.MS SHT. 1 XX- XX 00
S

DRAM TO RATTLESNAKE GROUP-2 STRUCTURE LIST 230kV LINE#902
LEFT POLE MIDDLE POLE RIGHT POLE
ABOVE TOTAL POLE ABOVE TOTAL POLE ABOVE TOTAL POLE ACTUAL LINE ANGLE
STRUCTURE NUMBER GROUND LENGTH"X" GROUND LENGTH "X" GROUND LENGTH"X" (A)
HEIGHT'A" (FT) HEIGHT"B" (FT) HEIGHT"C" (FT)
(FT) (FT) (FT)
1495 83.5 95 70.5 82 83.5 95 16.83'Right
PROJECT DRAWING # - 147168-013-02
REF.(S)WOE 27631139
BOISE BENCH - MIDPOINT
230 kV LINE #902
TSAH-3-POLE RUNNING ANGLE GUYED STRUCTURE
REV DESCRIPTION DATE �STRUCTURE FRAMING x
0 ISSUED FOR REVIEW OS 11 2023
x
1 REVISED TO CORRECT STRUCTURE ORIENTATION 07 18 2023
SCALE:3/16"=1'-0" 1 DATE:07/18/2023
DS.HAM SHT. 2 XX- XX 00
DR.MSS

BILL OF MAIWAL
AHEAD CATNAG B WAR.. DESWPIION
^ ^ ON-LINE 36N AS REDO MY WK GAL".FH$1/T,]-SIRPN0.-AV V AIL DNE 4]2] I INSULATOR,MY MAN.Y HD FEM 300DD LB MN MC SIR 78'X 3/4'CL£15{LEMS W/ONE 2-3/1°ROUR
4B2B SH SHAIRLE,MUM HOT DIPPED BALV M 3/s BOLT MIT R B.S.COTTER NEY-/4'D]/1'M.60000 ULT
2 5006 222 ANCHOR,...24'CORROSON REM-T.1/4'111CIMESS F)USE WA'OO ROD
VIEW A—A 5314 SH GRIP.MY.AUTO FOR 1/2'ENS MY SIR LONG BNL
SHIELD WRE PLAN NEW
SCALE:N.T.S. — T 5320 W GRIP,DIY,GALV FORMED WE TOR 1/2'ENS MY STRAND
3 5325 212 GUARD,CITY 8'YELLOW PVC,MU ROUND WE SLOTTED DESIGN,FOR 1/Y ENS
V-NOTCH -1 W SHEAIE,ROLIm WY GALV 2-3/1'GA.27/3Y WUTIL 13/18'HOLE
B 13G05 .2 YOKE FIAT[SIRNN,NOOORB,18'SPACING,TRAHMUR
35B3S 212 ROq ANOIGR,1-1/4'X IV,CR MUM ROD,OWWE SOEW-WH EIEE
BACK LINE — 5M LIEN$WLN TIRWU;L W]WOLT NUT 3 SS COTTER NEY"le GROOVE MIN 8 "
ON-UNE
4)054 5M CRIP,OJY,AUTO FOR 1/2'E15 BUY 10 FIT ON 36'DISf ANCHORS W/lAR(£HIM
POLE ORIENTATION
VIEW B—B
CONWCIdi PLAIN NEW
SCALE N.T.S.
25.-0'
35'-0'FOR SIR.1248 A ONLY
A A
SHi BHi
1J80.5 SEE NOTE 1
BLS D
b DETAIL 3 3M04B
J/8° EADRD DETAIL 4 OR DETAIL 5
ASSEMBLY OPGW DE ASSEMBLY
DETAIL A SEE NOTE 1 SEE NOTE I 5320
C C VIEW D-❑
BHi BHi DOUBLE DOWNGUY YOKE PLATE DETAIL 35048
SCALE N.T.S.
B T;� DETAIL 8 B 5320
SHi SEEX NOTE 1 TO OEADRO ASSEMBLY $Hi
SECTION C-C
SCALE.N.T.S.
OZ
0
DETAIL B DETAIL 8 5320
JUMPER POST ASSEMBLY CENTERED AT NEAREST
SEE MOTE 1 PHASE LOCATION 5361
4ffi8
4727 3805
O
�' 0r 38048
>3 b
SJ20
5320
m 3671
CENTERED AT NEAREST 5.1
q� PHASE LOCATION
i
5325
472J
)]�\ 47—
SPLICE EO%MOUNTI v�NG
SEE NCOTEASSEN
BLY ���� ��// NOTES:
'(\\ \"` 5320 1.REFER TO DWG 147168-033-01 TO 14]18B-OJS-01 FOR THE
H RDWPRE DETAILS.
3Bfi35 2 MUM LOCATIONS TO BE AS SPECIFIED IN STAYING DETAILS.
3- 1 CONSTRUCTION CONTRACTOR TO ENSURE THE IPC STANDARD
5006 EMBEDMENT(1=OF THE STRUCTURE HEIGHT+2FT).REFER TO
DETAIL A } IPC
CONSTRUCTION SPECIFICATION FOR THE POLE EMBEDMENT AT
SHIELD DOWN OUY AND ANCHOR DETAIL °3/ THE ON MOH CRWND SURFACE
SCALE:N.T.S. J/\ 5325 4.PHASE DOYMGUY HAKE(2)ANCHORS PER 000 GUY.PHASE
OOWN CUY SPLITS OFF INTO THE TWO SEPARATE ANCHOR.USE(1)
5314 SEE NOTE 2 LONG BAIL AUTOGRIP AND(1)REGULAR BAL AUTOGRIP PER
DOUBLE DOWN WY ASSEMBLY.
]� 47554
/ PROJECT DRAWING # — 147168-015-01
GROUND LINE GRD.IND LINE - ��/4"'✓\�A /' /'�\/ REF(S) WO# 27631139
g o 5D06 JBBJS BOISE BENCH — MIDPOINT
DETAIL B 230 kV LINE #902
by CONDUCTOR DOUBLE Q1T5 o axcxaR DETAIL TSD—3—POLE DEADEND GUYED STRUCTURE a
STRUCTURE FRAMING x
x
REV DESCRIPTION DATE
0 ISSUED FOR REVIEW 05 11 20231":
1 REVISED TO CORRECT STRUCTURE ORIENTATION 07 18 2D23
SCALE:3/16 °1'-0"� DATE:07/18/2023
IDS.HAM SHT. 1 XX- XX 1 00
DR.MSS

DRAM TO RATTLESNAKE GROUP-2 STRUCTURE UST 23OkV LINE P902
LEFT POLE MIDDLE POLE RIGHT POLE
ACTUAL UNE ANGLE
STRUCTURE NUMBER
ABOVE GROUND HEIGHT'A' TOTAL POLE LENGTH Y ABOVE GROUND HEIGHT'B' TOTAL POLE LENGTH Y ABOVE GROUND HEIGHT'C' TOTAL POLE LENGTH Y (A)
(FT) (FT) (F) (FT) (FT) (F)
1508 74.5 85 59 69.5 65.5 75 0.0
1490 83.5 95 70.5 82 83.5 95 0.0
1478 74.5 85 61.5 72 74.5 65 0.0
1464 65.5 75 52.5 62 65.5 75 0.0
1441 83.5 95 70.5 82 83.5 95 0.0
1440 74.5 85 61.5 72 74.5 85 0.0
1433 61 70 48 57 61 70 0.0
1423 74.5 85 61.5 72 74.5 85 0.0
1414 79 90 66 77 79 90 0.0
1398 61 70 48 57 61 70 0.0
1375 74.5 85 61.5 72 74.5 85 0.0
1353 70 80 57 67 70 80 0.0
1308 65.5 75 52.5 fit 65.5 75 0.0
1281 70 80 59.5 69.5 65.5 75 0.0
1280 65.5 75 52.5 fit 65.5 75 0.0
1272 65.5 75 52.5 62 65.5 75 0.0
1249 A 70 80 57 67 70 80 125.8'Right
PROJECT DRAWING # - 147168-015-02
REF(S)WO# 27631139
BOISE BENCH - MIDPOINT
230 kV LINE #902
TSD-3-POLE DEADEND GUYED STRUCTURE
STRUCTURE FRAMING x
REV DESCRIPTION DATE
0 ISSUED FOR REVIEW 05 11 2023 � .m, ," ,.: .N x
1 REVISED TO CORRECT STRUCTURE ORIENTATION 07 18 2023
SCALE:3/16"-�1'-0°� DATE:07/18/2023�
IDS.HAM SHT. 2 XX- XX 00
DR.MSS

BILL OF NA
GTNAG 0 WANntt DEaAP11W
3fiT AS 16A'0 cur WEE,6ALV,w5,I/2',]-SmAI10.a-A
4721 18 INSULATOR.GUY STRAIN.7'XD R8G 30000 IH MIN BRXG STR 78'X 3/4'R2£AS-GEWS W/ONE 2-3/W'RCLUE3R
R82B 32 SIAOOE,ANGHOR,HOT DIPPED GALV SR 3/C SOUP NUT @ US.COTIFA NEY}if D 7/8'W.80000 ULT
5008 1fi ANDM DISK,24'GORROSION RESSTANT,1/4'TXIGO 6 F/DSE W/1'XIO'ROD
VIEW A—A .1 32 ON1.my..AUTO FOR 0'w8.1STR LONG BNL
SHIELD WRE PLAN NEW
SCAIE:N.i.S. fi320 32 GRIP,GIY,6ALV FGNw WRE FOR 1/2'ENS myS1RAX0
5325 18 GUARD.GUY W YDLGN PAD,FULL ROUND TUBE SIDTIED DEsw,FOR 1/2'ERS
COND GOND_� 5W1 32 SIEAW.ROUDA GUY GALY 2-3/8'DI 2]/32'WWTH,13/IW HOE
1360.5 1fi "I"PIAlE STRAIN,ROOOOB,IB'SPADING iWAXGULIR
VANC ANG
Yy 35635 tfi ROD,N1 "I-1/S X A T UT&S ROD.DOUBLE 1G1/A OI EYE
SEE NOTE
1 39018 32 OIENS.WLV.iHNB1L WAWGT NUT!SS Wiles MEY I-1/4'fJNpVE MIN.SO-KIP
COND-1 VANG WIND VANG 4]954 32 GRIP.QIY,AUTO FOR 1/2'ERS GUY TO Rr GR 36'DU ANCHGS W/LARGE XVD
WINO FOR JUMPER ONLY
VANC
A.I.
ON-LINE
VIEW B—B ¢r
CONDUCTOR PLAN NEW VIEW C-C VIEW D-D UNE
SLATE:K.T.S. GO—NTS
SCALE N.T.S. 1 13805
IN—
2W-0' 2W-0' 3
T 3904W
SH1 BH1
I 5320
UNE VIEW F—F
39048 BAC OWBLE DONGUY YORE PLATE DETAIL
C C
ON-UNE SCALE N.T.S.
DETAIL 3 5320
3/8 ENS DEAGENO SH1 SHi
AHEM.1 POLE ORIENTATION NOTE 1
oETUL 4 OR oE.L 5
GPGW OF ASSEMBLY
SEE NOTE 1
5320
AUE
2 CENTERED AT NEAREST
L PHASE LOCATI. 53fi1
U CUY 4028
LWAnONS
0 0 4727 13605
B SH1 SHi B DETAIL 6 0� 39048
SHi SHi_- CONDUCTOR DEAOwO ASSEMBLY
SE NOEL
S020
6320
36J1
CENTERED AT NEAREST 5361
PHASE LOCATION
DETAIL S -
532S
JUMPER POST ASSEMBLY
�aS� SEE NOTE 1 4727
4J954
\' I\
5320
HAS. .I60 033 CI 014/l6tl C3-0 YOh[HE
LA"VE HE
m 38636 Al0 0 3E AS S E17EC IN -RNG C=_TAILS
N r
b 5008 38J1 -ON C NT aCTrR i0'n S.RF 1HF F S'A UAHD
DETAIL A 1O c cAI ON I3h H- DLL EITUEUEER AT
LEE
SHIElD GOWN W OR Y AND ANCH DETAIL '� - - AR JLAR BAIL AL
SCALE:N.T.S. 5325 YES T20`,ANCFORS PER DOWV CLY.PHASE
ICIIEY NCHOR.USE(1)
5314 SEE NOTE 2 VD(r;NE TOCRIP PER
]� 47954 CCUPLEAC04VN GGUY ASSEMBLY_ G
1 S INSTALL JUMPER POST INSULATOR ON FLAT 1-2 ON LEFT PDLE
\\�V / AND FLAT 7-6 ON RIGHT—INSTALL JUMPER PWT
/ INSULATOR ON Mr 1-2 AND ON FLAT J-R FOR NIOOLE POLE.
/Y5 \ \�� \` PROJECT DRAWING # — 147168-018-01
DO. REF.(S) WO# 27631139
DETL B
GGNGUCTOR DOUBLE.0xr+AIG Y ND ANDHGH DETAIL
SG—„.is BOISE BENCH — MIDPOINT
230kV LINE #902
GROUNDGROUNDreDEW NolIGE� UNE �
TSDT— 3—POLE TRANSPOSITION STRUCTURE
LOAD AND DESIGN x
x
g REV DESCRIPTION DATE
a a a 0 ISSUED FOR REVIEW OS 11 2023 IIIIIIIIIIIM. _ ~x
1 REVISED TO CORRECT STRUCTURE ORIENTATION 07 18 2023 ®
SCALE:3/16"=�1'-0"� DATE:07/18/2023
DS.HAM DR SS SHT. 1 XX — XX 00
.M

DRAM TO RATTLESNAKE GROUP-2 TRANSPOSITION STRUCTURE UST 23OkV UNE#902
LEFT POLE MIDDLE POLE RIGHT POLE
STRUCTURE NUMBER TOTAL POLE TOTAL POLE TOTAL POLE ACTUAL LINE ANGLE
ABOVE GROUND ABOVE GROUND ABOVE GROUND (A)
LENGTH'%' LENGTH'X' LENGTH X.
HEIGHT°A"(FT) (FT) HEIGHT'B'(FT) (Fn HEIGHT°C'(FT) (�
1338 79 90 51 62 79 90 0.0
PROJECT DRAWING # - 147168-018-02
REF.(S)WO# 27631139
BOISE BENCH - MIDPOINT
23OkV LINE #902
TSDT- 3-POLE TRANSPOSITION STRUCTURE
x
REV DESCRIPTION DATE LOAD AND DESIGN x
0 ISSUED FOR REVIEW 05 11 2023
x
1 REVISED TO CORRECT STRUCTURE ORIENTATION 07 18 2023
SCALE:3/16"-�1'-0"~ DATE:07/18/2023
DS.HAM SHT. 2 XX - XX 00
DR.MSS

v -
� x
DD
z �
6, D
m
VII. HARDWARE DRAWINGS

4816
a854
4ve
O O
48
4587� 58234 56248
0 —2
4115
4060
DETAIL 1 DETAIL 2 DETAIL 3
3/8" EHS SUSPENSION OPGW SUSPENSION 3/8" EHS DEADEND
ILIll ON
o 1/0 ara BRONZE BODY,-BaBT
., o4/0 am BRONZE Born,-KILT
vs/4 a _..
za/4D 7/6 OP
=N/N snap....,
w/A,nnOa,00,o^=:.w m•sza�sss
IL—I—AICAI- SIL-- -
-LIMP,GROUND,1-ROLT,F/Cl—III'Ic:.rt _
4 71 58n
age 45872
58248 56248
rev
58214 M3 56234
45ee1
PROJECT DRAWING # — 147168-033-01
REF.(S) WO#27631139 PID#T902220002
E U6 L902 BOISE BENCH TO MIDPOINT
„OM 40,: 230kV REBUILD GROUP-2 DRAM-RTSN
1.REFER DWG.1 471 6 8-035-01,DETAIL 10 1.REFER DWG.1 471 6 8-035-01.DETAIL 10 a
SHIELD WIRE & OPGW DETAILS
x
DETAIL aOPGW DETAIL 5 HARDWARE ASSEMBLY DRAWINGS
(WWITHITH SPLICE)DEADEND OPGW DEADEND
SCALE:N.T.S. DATE:07/07/2023
DS.HAM SHT. 1 XX— XX 00
DR.MSS

4831
4816
4M
15B m
C>l 151
4843
53409
NO 4210
1.USE PHASE SPACER CID 4339 NM 411'1. USE PHASE SPACER al)4339
DETAIL 6 DETAIL 7
"TERN" BUNDLED CONDUCTOR DEADEND "TERN" BUNDLED CONDUCTOR SUSPENSION
41N C—P,11 "I" D111 1­��­­IASSCOTTER­
I I O.TTER
2­­51­­­1 2RI133ET
­�ll -l­­­SM&ESTRANSlCl­3
IL-1 31— 3—1-33­TT­EYlllll_­T.­
­11LE ­111—Cl—T-14­—T-
1­1 111 1:11TTER KEY-1—-,,,TOP
­IET ILE113 21111_31L­ 113--11­1
­3
51 1 3ILT 1,1­11-24 11�-�l�3.-Ell�l�E���-Tl,l�1-11-3�-T
I-T 14 C-3.11—LI—IT
5- I-T 11—ILI-11-11T 1 11 1,11-1—ILT
5­4­111'­
Y­
................
40704(8'.10'30-T PATTERN)
o 4831
+B16
4843
534M
1 ZB.�
5181
119
5351 41m
4
LA 44210 PROJECT DRAWING # 147168-034-01
411
REF.(S) WO#27631139 PID#T902220002
L902 BOISE BENCH TO MIDPOINT
NU SE PHASE SPACER OD�39 230kV REBUILD GROUP-2 DRAM-RTSN
1.
DETAIL 8 DETAIL 9 CONDUCTOR GENERAL DETAILS
"TERN" BUNDLED CONDUCTOR JUMPER POST "TERN" BUNDLED SUSPENSION ANGLE ASSEMBLY HARDWARE ASSEMBLY DRAWINGS
SCALE:N.T.S. DATE:07/07/2023
�OS.HAM S MS, — XX 00
DR.MSS SHT. 1 1 XX

56674
385
38552 3657
—A
REFER DMG.147168-ODD-OI,DETAIL 4
OPGW DEADEND(WT1 SPDCE) 5'-0°MIN
3852
365
DOWN LEAD CLAMP CID X5881
MELD)f NUTS ON MT 15 CID 3825E 586J4
5
PLAN VIEW
GROUNDING DETAIL
3B52
1V3ST WRES TOGETHER UNTIL BELOW
GRADE
ED
CID-40888 MELD ON S.S.NUT.
WILL HAVE SPLICE BOX
COIL NIN.OF 125'FOR SPUdNG M119 5
COIL NIN.O<50'FOR SPUCE. M51LV
COIL DIA.-22°MIN 14653 /\/ \
5' /
CID-4,J53T
SPLICE BOX DETAIL 11
n MOUNTING BRACKET GROUNDING DETAIL
r;
No1E£
1.INSTALL THE SPUCE BOX AT 617 MINIMUM ABOVE GROUND INSIDE THE SUBSTATION AREA.
—X. DESCRIMON
o L/0 sTR BRONZE BOOV.5.5,DOLT
PROJECT DRAWING # - 147168-035-01
LOCINIJT`'AIV 112 REF.(S) WO#27631139 PID#T902220002
16A9 —,Ell�A�DIyr BDLT
DETAIL 10 L902 BOISE BENCH TO MIDPOINT
OPGW DOWNLEAD & SPLICE BOX c
MOUNTING DETAIL FOR POLE - - 230kV REBUILD GROUP-2 DRAM-RTSN El
.BBB ENACKET,C,-" NE
OPGW SPLICE BOX & GROUNDING DETAILS X
AL]SB CLOSNSL1•I _AB LMAII-,ADSBRESE-RLE,BDLTEDORBANDED HARDWARE ASSEMBLY DRAWINGS
45881 CLAMP 11 DL-1 -
/N L t.m
SCALE:N.T.S. DATE:07/07/2023
5W4 cNNEaDR,cu,GROUND,MORN--I/Sine RC D.11BSOL 1-1,11110E
DS.HAM SHT. 1 XX- XX 00
DR.MSS

o �
D m
� M
z <
om
cn z
v
0
VIII. STEEL VENDOR DRAWINGS

L902 BOISE BENCH - MIDPOINT SUB
230-kV LINE DRAM SUB TO RATTLESNAKE SUB
REBUILD
STEEL VENDOR DRAWINGS HAVE NOT BEEN RECEIVED FROM THE
POLE MANUFACTURER AT THIS TIME.
L902 BOISE BENCH-MIDPOINT 230 kV

X
CA
D
C)
cn
IX. SAGS

GROUP-2 L902 REBUILD DRAM - RTSN SECTION LENGTH
L902 BOISE BENCH TO MIDPOINT
WO#: 27631139 Voltage: 230kV Date: 7/13/2023
PID#: T902220002 Shield Wire: 3/8 EHS and DNO 12821 Revision: A- IFB
Line#: 902 Conductor: 795 ACSR 'Tern' Engineer: BMcD/ Patil
SECTION: DNO-5484-96 CT OPGW
Sec. No. From Str. To Str. Ruling Span (ft) Total Cable Length (ft)
17 L902-21 (1526B) 1508 620 11072
20 1508 1507 1287 1308
23 1507 1496 610 6497
26 1496 1490 613 3420
27 1490 1489 1173 1174
30 1489 1486 584 1699
33 1486 1485 1546 1548
36 1485 1478 762 4633
39 1478 1464 770 10209
42 1464 1442 681 14532
45 1442 1441 1097 1098
48 1441 1440 1070 1074
51 1440 1433 777 5001
54 1433 1424 748 5958
57 1424 1423 1356 1358
60 1423 1415 715 5395
63 1415 1414 1676 1680
66 1414 1398 780 11272
69 1398 1397 1397 1400
72 1397 1375 712 14829
75 1375 1353 746 15264
78 1353 1352 1296 1297
81 1352 1338 781 9473
84 1338 1308 660 19217
87 1308 1281 653 16901
90 1281 1280 1160 1165
93 1280 1274 590 3503
96 1274 1273 1371 1375
99 1273 1272 619 1097
102 1272 1249 A 616 13331
Page 1

GROUP-2 L902 REBUILD DRAM - RTSN DESIGN TENSIONS
L902 BOISE BENCH TO MIDPOINT
WO#: 27631139 Voltage: 230kV Date: 7/14/2023
PID#:T902220002 Shield Wire: 3/8 EHS and DNO 12821 Revision: A- IFB
Line#: 902 Conductor: 795 ACSR 'Tern' Engineer: BMcD/ Patil
SECTION: 3/8" E.H.S.Steel
Sec. No. From Str. To Str. Ruling Span (ft) Total Cable Length (ft)
18 L902-21 (1526B) 1508 620 11071
21 1508 1507 1287 1307
24 1507 1490 611 9928
28 1490 1489 1173 1174
31 1489 1486 584 1698
34 1486 1485 1546 1548
37 1485 1478 762 4629
40 1478 1464 770 10208
43 1464 1442 681 14530
46 1442 1441 1097 1099
49 1441 1440 1070 1074
52 1440 1433 777 5000
55 1433 1424 748 5957
58 1424 1423 1356 1358
61 1423 1415 715 5395
64 1415 1414 1676 1680
67 1414 1398 780 11270
70 1398 1397 1397 1399
73 1397 1375 712 14826
76 1375 1353 746 15263
79 1353 1352 1296 1297
82 1352 1338 781 9473
85 1338 1308 660 19216
88 1308 1281 653 16900
91 1281 1280 1160 1164
94 1280 1274 590 3502
97 1274 1273 1371 1374
100 1273 1272 619 1097
103 1272 1249 A 616 13374
105 1249 A SUB DE A 428 428
106 1249 A SUB DE A 428 428
Page 1

GROUP-2 L902 REBUILD DRAM - RTSN DESIGN TENSIONS
L902 BOISE BENCH TO MIDPOINT
WO#: 27631139 Voltage: 230kV Date: 7/14/2023
PID#: T902220002 Shield Wire: 3/8 EHS and DNO 12821 Revision: A- IFB
Line#: 902 Conductor: 795 ACSR 'Tern' Engineer: BMcD/ Patil
SECTION: 795 kcmil ACSR "Tern"
Sec. No. From Str. To Str. Ruling Span (ft) Total Cable Length (ft)
19 L902-21 (1526B) 1508 620 66277
22 1508 1507 1286 7735
25 1507 1490 611 59389
29 1490 1489 1172 6937
32 1489 1486 583 10081
35 1486 1485 1545 9183
38 1485 1478 762 27659
41 1478 1464 770 61085
44 1464 1442 681 87003
47 1442 1441 1096 6477
50 1441 1440 1069 6333
53 1440 1433 777 29891
56 1433 1424 748 35633
59 1424 1423 1355 8041
62 1423 1415 715 32255
65 1415 1414 1675 9984
68 1414 1398 780 67483
71 1398 1397 1396 8290
74 1397 1375 712 88805
77 1375 1353 746 91373
80 1353 1352 1295 7670
83 1352 1338 781 56699
86 1338 1308 660 115094
89 1308 1281 653 101223
92 1281 1280 1159 6878
95 1280 1274 590 20901
98 1274 1273 1370 8137
101 1273 1272 618 6469
104 1272 1249 A 616 79968
107 1249 A SUB DE A 447 2590
Page 1

GROUP-2 L902 REBUILD DRAM-RTSN OPGW LENGTH SUMMARY
L902 BOISE BENCH TO MIDPOINT
WOM 27631139 Voltage:230kV Date: 7/21/2023
PID#: T902220002 Shield Wire:3/8 EHS and DNO 12821 Revision: A-IFB
Line#: 902 Conductor: 795 ACSR'Tern' Engineer: BMcD/Patil
Max Reel Length(ft) 29500 Pull Slope 3 Sag Coefficient(%) 2% Surplus(%) 3% Coil Length(ft) 50
Section Start Structure Section End Structure Section Start Structure Section End Structure
No. Station(ft) Station(ft) Section Length(ft) Pulling Length(ft) Section Sag(ft) Contingency(ft) Total Reel Length(ft)
Number Number Height(ft) Height(ft)
1 160+27 L902-21 348+78 1496 102 80 18851 576 378 566 20400
(DRAM TAP)
2 348+78 1496 575+30 1464 80 66 22652 460 454 680 24300
3 575+30 1464 792+11 1433 66 61 21681 402 434 650 23200
4 792+11 1433 935+85 1414 61 79 14374 443 288 431 15600
5 935+85 1414 1210+52 1375 79 75 27467 487 550 824 29400
6 1210+52 1375 1470+52 1338 75 79 26000 485 520 780 27800
7 1470+52 1338 1662+46 1308 79 66 19194 457 384 576 20700
L98 1662+46 1308 1902+62 1272 65.5 66 24016 414 481 720 25700
T-
1902+62 1272 2040+53 SUB DE A 65.5 70 13791 428 276 414 15000
(RTSN)
Total Section Length
(mi)
35.6 Total Length(ft) 202100
Page 1

GROUP-2 L902 REBUILD DRAM-RTSN OPGW LENGTH SUMMARY
L902 BOISE BENCH TO MIDPOINT
WOM 27631139 Voltage:230kV Date: 7/21/2023
PID#: T902220002 Shield Wire:3/8 EHS and DNO 12821 Revision: A-IFB
Line#: 902 Conductor: 795 ACSR'Tern' Engineer: BMcD/Patil
Max Reel Length(ft) Pull Slope 3 Sag Coefficient(%) 2% Surplus(%) 3%
Section Start Structure Section End Structure Section Start Structure Section End Structure
No. Station(ft) Station(ft) Section Length(ft) Pulling Length(ft) Section Sag(ft) Contingency(ft) Total Reel Length(ft)
Number Number Height(ft) Height(ft)
1 160+27 L902-21 382+98 1490 102 80 22271 576 446 668 24000
(DRAM TAP)
2 382+98 1490 575+30 1464 80 66 19232 885 385 577 21100
3 575+30 1464 792+11 1433 66 61 21681 402 434 650 23200
4 792+11 1433 935+85 1414 61 79 14374 443 288 431 15600
5 935+85 1414 1210+52 1375 79 75 27467 487 550 824 29400
6 1210+52 1375 1470+52 1338 75 79 26000 485 520 780 27800
7 1470+52 1338 1662+46 1308 79 66 19194 457 384 576 20700
L98 1662+46 1308 1902+62 1272 65.5 66 24016 414 481 720 25700
T-
1902+62 1272 2040+53 SUB DE A 65.5 70 13791 428 276 414 15600
(RTSN)
Total Section Length
(mi)
35.6 Total Length(ft) 203100
Page 2

GROUP-2 L902 REBUILD DRAM-RTSN OPGW LENGTH SUMMARY
L902 BOISE BENCH TO MIDPOINT
WOM 27631139 Voltage:230kV 7/21/2023 Date: 7/14/2023
PID#: T902220002 Shield Wire: 3/8 EHS and DNO 12821 Revision: A-IFB
Line#: 902 Conductor:795 ACSR'Tern' Engineer: BMcD/Patil
Max Reel Length(ft) 21500 Pull Slope 3 Sag Coefficient 2% Surplus(%) 3%
Section Start Section End Total Reel Length
Section Start Section End Section Length No.of Reels Per Total Conductor
No. Station(ft) Station(ft) Structure Height Structure Height Pulling Length(ft) Section Sag(ft) Contingency(ft) Per Single Phase
Structure Number Structure Number (ft) (ft) Section Per Section(ft)
(ft) (ft)
1 160+27 L902-21 270+84 1508 102 75 11057 558 222 332 12200 6 73200
(DRAM TAP)
2 270+84 1508 382+97 1490 75 84 11213 500 225 336 12300 6 73800
3 382+97 1490 575+30 1464 84 66 19233 471 385 577 20700 6 124200
4 575+30 1464 731+41 1441 66 84 15611 473 313 468 16900 6 101400
5 731+41 1441 792+11 1433 84 61 6070 457 122 182 6900 6 41400
6 792+11 1433 935+85 1414 61 79 14374 443 288 431 15600 6 93600
7 935+85 1414 1062+40 1397 79 61 12655 443 254 380 13800 6 82800
8 1062+40 1397 1210+52 1375 61 75 14812 428 297 444 16000 6 96000
9 1210+52 1375 1362+91 1353 75 70 15239 457 305 457 16500 6 99000
10 1362+91 1353 1470+52 1338 70 79 10761 471 216 323 11800 6 70800
11 1470+52 1338 1662+46 1308 79 66 19194 457 384 576 20700 6 124200
12 1662+46 1308 1842+90 1280 65.5 66 18044 414 361 541 19400 6 116400
13 1842+90 1280 1902+62 1272 65.5 66 5972 414 120 179 6700 6 40200
14 1902+62 1272 2040+53 SUB DE 65.5 70 13791 428 276 414 15000 6 90000
(RTSN)
Total Section Total Phase Total Section
Length(mi) 35.6 Length(ft) 204500 Length(ft) 1227000
Page 3

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GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
PID: T902220002
WO:27588537- 14-07-2023
Section #17 from structure #L902-21 (1526B) to structure #1508, start set #1
'SW1AH' , end set #2 "
Cable DNO-12821_96f - 3200.wir, Ruling span (ft) 620.37
Sagging data: Catenary (ft) 3866.49, Horiz . Tension (lbs) 1442 .2 Condition
I Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 19 . 9 (deg F)
temperature increase
Weather cases for final after load:
115/4W/0.25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
115/6.4W/0 .25"I NESC Ice/Wind (250D) '
' 32/OW/0.5"Ice Extreme Ice' (controlling case) , Equivalent to 6. 5 (deg F)
temperature increase
Results below for condition ' Initial RS'
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
637 . 8 11. 88 12 .31 12 .74 13. 17 13 .58 13. 99 L902-21 (1526B) -1 .43
636. 0 11. 82 12 .25 12 . 67 13. 10 13 .51 13. 92 1525 -19. 99
582. 0 9. 89 10 .25 10 . 61 10 . 96 11 .30 11. 65 1524 -11 .33
710. 8 14. 76 15.29 15. 82 16.36 16.87 17 .38 1523 -5.73
598. 9 10. 48 10 . 86 11 .23 11 . 61 11 . 97 12 .34 1522 4 .71
605. 9 10. 72 11 . 11 11 .50 11 . 89 12 .25 12 . 63 1521 8 . 07
536. 9 8. 42 8 .72 9. 03 9.33 9. 62 9. 91 1520 1 .70
663 .2 12. 85 13.31 13.78 14 .24 14 . 68 15. 13 1519 8 .59
597 .7 10. 43 10 . 81 11 . 19 11 .56 11 . 92 12 .29 1518 -2 .73
582. 9 9. 92 10 .28 10 . 64 11 . 00 11 .34 11. 68 1517 -2 .34
599. 9 10. 51 10 . 89 11 .27 11 . 65 12 .01 12 .38 1516 12 . 97
615.7 11. 07 11 .47 11 . 87 12 .27 12 . 65 13. 04 1515 10 . 67
599. 8 10. 51 10 . 89 11 .27 11 . 65 12 .01 12 .38 1514 14 .45
599.2 10. 49 10 . 87 11 .25 11 . 63 11 . 99 12 .35 1513 18 . 14
652.7 12. 44 12 . 90 13.34 13.79 14 .22 14 . 65 1512 14 . 13
607.2 10. 78 11 . 17 11 .55 11 . 94 12 .31 12 . 69 1511 24 . 07
721 .7 15.23 15.79 16.33 16. 89 17 .41 17 . 94 1510 38 .54
509.2 7. 58 7 . 86 8 . 13 8 .40 8 . 66 8. 93 1509 27 .30
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
637 . 8 10. 31 10 .49 10 . 67 10 . 85 11 .02 11. 19 L902-21 (1526B) -1 .43
636. 0 10.28 10 .47 10 . 65 10 . 82 10 . 99 11. 16 1525 -19. 99
582. 0 9. 41 9.58 9.74 9. 90 10 .06 10.21 1524 -11 .33
710. 8 11. 49 11 .70 11 . 90 12 . 10 12 .28 12 . 47 1523 -5.73
598 . 9 9. 68 9. 85 10 . 02 10 . 19 10 .35 10.50 1522 4 .71
605. 9 9. 79 9. 97 10 . 14 10 .31 10 .47 10. 63 1521 8 . 07
536. 9 8. 68 8 . 83 8 . 99 9. 14 9.28 9. 42 1520 1 .70
1

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
663 .2 10 . 72 10 . 91 11 . 10 11 .29 11 . 46 11 . 63 1519 8 .59
597 . 7 9. 66 9 . 83 10 . 00 10 . 17 10 . 33 10 . 48 1518 -2 .73
582 . 9 9. 42 9 .59 9. 75 9. 92 10 . 07 10 .22 1517 -2 .34
599. 9 9. 70 9 . 87 10 . 04 10 .21 10 . 37 10 . 52 1516 12 . 97
615 . 7 9. 95 10 . 13 10 . 30 10 . 48 10 . 64 10 . 80 1515 10 . 67
599. 8 9. 70 9 . 87 10 . 04 10 .21 10 . 36 10 . 52 1514 14 .45
599.2 9. 69 9 . 86 10 . 03 10 .20 10 . 36 10 . 51 1513 18 . 14
652 . 7 10 . 55 10 . 74 10 . 92 11 . 11 11 .28 11 . 45 1512 14 . 13
607 .2 9. 82 9 . 99 10 . 17 10 . 34 10 . 49 10 . 65 1511 24 . 07
721 . 7 11 . 67 11 . 88 12 . 09 12 .29 12 . 48 12 . 67 1510 38 .54
509.2 8 .23 8 .38 8 . 53 8 . 67 8 . 80 8 . 94 1509 27 .30
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
1597 1541 1490 1441 1398 1357
2

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #18 from structure #L902-21 (1526B) to structure #1508, start set #2
'SW1BK' , end set #4 IT
Cable 3-8-7-strand ehs_steel - 2500.wir, Ruling span (ft) 620 .345
Sagging data: Catenary (ft) 4058 . 97, Horiz . Tension (lbs) 1108 . 1 Condition
I Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 0 .2 (deg F)
temperature increase
Weather cases for final after load:
' 15/4W/0 . 25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
' 15/6. 4W/0 .25"I NESC Ice/Wind (250D) '
' 32/OW/0 . 5"Ice Extreme Ice' (controlling case) , Equivalent to 12 . 5 (deg F)
temperature increase
Results below for condition ' Initial RS '
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
637 . 6 11 . 59 11 . 91 12 . 22 12 .53 12 . 84 13 . 14 L902-21 (1526B) -0 .70
635 . 8 11 . 54 11 . 85 12 . 16 12 . 47 12 . 78 13 . 07 1525 -19 .72
581 . 9 9. 66 9 . 92 10 . 18 10 . 44 10 . 70 10 . 95 1524 -11 .33
710 . 8 14 . 41 14 . 80 15. 19 15. 58 15 . 96 16. 33 1523 -5 .73
598 . 9 10 .23 10 .51 10 . 79 11 . 06 11 . 33 11 . 59 1522 4 .71
605 . 9 10 . 47 10 . 76 11 . 04 11 . 32 11 . 60 11 . 87 1521 8 . 07
536. 9 8 .22 8 . 44 8 . 67 8 . 89 9. 11 9. 32 1520 1 .70
663 .2 12 . 55 12 . 89 13. 23 13.56 13 . 90 14 .22 1519 8 .59
597 . 7 10 . 19 10 . 47 10 . 74 11 . 01 11 .28 11 . 55 1518 -2 .73
582 . 9 9. 69 9 . 95 10 . 22 10 .47 10 . 73 10 . 98 1517 -2 .34
599. 9 10 .27 10 .54 10 . 82 11 . 10 11 . 37 11 . 63 1516 12 . 97
615 . 7 10 . 81 11 . 11 11 . 40 11 . 69 11 . 97 12 .25 1515 10 . 67
599. 8 10 .26 10 .54 10 . 82 11 . 09 11 . 37 11 . 63 1514 14 .45
599.3 10 .25 10 .52 10 . 80 11 . 08 11 . 35 11 . 61 1513 18 . 14
652 . 7 12 . 16 12 . 48 12 . 81 13. 14 13 . 46 13 . 77 1512 14 . 13
607 .2 10 . 52 10 . 81 11 . 09 11 . 37 11 . 65 11 . 93 1511 24 . 07
721 . 7 14 . 88 15 .28 15. 69 16. 08 16. 48 16. 86 1510 38 .54
509.2 7 . 40 7 . 60 7 . 81 8 . 00 8 .20 8 . 39 1509 27 .30
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
637 . 6 10 . 18 10 .32 10 . 46 10 .59 10 . 72 10 . 84 L902-21 (1526B) -0 .70
635 . 8 10 . 16 10 .29 10 . 43 10 . 56 10 . 69 10 . 81 1525 -19 .72
581 . 9 9. 30 9 . 42 9. 54 9. 66 9. 78 9. 90 1524 -11 .33
710 . 8 11 . 35 11 .51 11 . 66 11 . 80 11 . 95 12 . 09 1523 -5 .73
598 . 9 9. 57 9 . 69 9. 82 9. 95 10 . 07 10 . 18 1522 4 .71
605 . 9 9. 68 9 . 81 9. 94 10 . 06 10 . 18 10 . 30 1521 8 . 07
536. 9 8 . 58 8 . 69 8 . 81 8 . 92 9. 02 9. 13 1520 1 .70
663 .2 10 . 59 10 . 74 10 . 88 11 . 01 11 . 15 11 .28 1519 8 .59
597 . 7 9. 55 9 . 68 9. 80 9. 93 10 . 05 10 . 16 1518 -2 .73
582 . 9 9. 31 9 . 44 9. 56 9. 68 9. 80 9. 91 1517 -2 .34
599. 9 9. 58 9 . 71 9. 84 9. 96 10 . 08 10 .20 1516 12 . 97
3

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
615 . 7 9. 83 9 . 97 10 . 10 10 .22 10 . 35 10 . 47 1515 10 . 67
599. 8 9. 58 9 . 71 9. 84 9. 96 10 . 08 10 .20 1514 14 .45
599.3 9. 57 9 . 70 9. 83 9. 95 10 . 07 10 . 19 1513 18 . 14
652 . 7 10 . 43 10 .57 10 . 71 10 . 84 10 . 97 11 . 10 1512 14 . 13
607 .2 9. 70 9 . 83 9. 96 10 . 09 10 .21 10 . 33 1511 24 . 07
721 . 7 11 . 54 11 . 69 11 . 84 11 . 99 12 . 14 12 .28 1510 38 .54
509.2 8 . 14 8 .25 8 . 36 8 . 46 8 . 56 8 . 66 1509 27 .30
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
1197 1165 1135 1107 1081 1056
4

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #19 from structure #L902-21 (1526B) to structure #1508, start set
#11 'BK-COND' , end set #11 "
Cable tern_acsr - 9000.wir, Ruling span (ft) 620 .318
Sagging data: Catenary (ft) 6695. 8, Horiz . Tension (lbs) 5998 . 1 Condition I
Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 48 . 7 (deg F)
temperature increase
Weather cases for final after load:
' 15/4W/0 . 25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
' 15/6. 4W/0 .25"I NESC Ice/Wind (250D) '
' 32/OW/0 . 5"Ice Extreme Ice' (controlling case) , Equivalent to 17 . 4 (deg F)
temperature increase
Results below for condition ' Initial RS '
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
637 . 5 6. 41 6 . 77 7 . 16 7 .59 8 . 05 8 . 54 L902-21 (1526B) 12 .36
635 . 9 6. 38 6 . 74 7 . 13 7 . 56 8 . 01 8 . 50 1525 -19 . 86
581 . 9 5 . 34 5 . 64 5. 97 6. 33 6. 71 7 . 11 1524 -10 . 09
710 . 8 7 . 97 8 . 41 8 . 90 9. 44 10 . 01 10 . 61 1523 -6 .23
598 . 9 5 . 66 5 . 97 6. 32 6. 70 7 . 10 7 . 53 1522 4 .71
605 . 9 5 . 79 6 . 11 6. 47 6. 86 7 .27 7 . 71 1521 7 .33
536. 9 4 . 55 4 . 80 5. 08 5. 38 5 . 71 6. 05 1520 1 .70
663 .2 6. 94 7 .33 7 . 75 8 .22 8 . 71 9.24 1519 8 .55
597 . 7 5 . 63 5 . 95 6. 29 6. 67 7 . 07 7 . 50 1518 -2 . 69
582 . 9 5 . 36 5 . 66 5. 98 6.34 6. 73 7 . 13 1517 -1 . 60
599. 9 5 . 68 5 . 99 6. 34 6.72 7 . 13 7 . 56 1516 12 .23
615 . 7 5 . 98 6 .31 6. 68 7 . 08 7 . 51 7 . 96 1515 10 . 67
599. 8 5 . 68 5 . 99 6. 34 6. 72 7 . 13 7 . 56 1514 14 .45
599.2 5 . 67 5 . 98 6. 33 6.71 7 . 11 7 . 54 1513 18 . 14
652 . 7 6. 72 7 . 10 7 . 51 7 . 96 8 . 44 8 . 95 1512 14 . 86
607 .2 5 . 82 6 . 14 6. 50 6. 89 7 . 31 7 . 75 1511 23 .33
721 . 7 8 .23 8 . 69 9. 19 9. 74 10 . 33 10 . 95 1510 39 .28
508 . 6 4 . 08 4 .31 4 . 56 4 . 84 5 . 13 5 . 44 1509 27 . 13
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
637 . 5 7 . 57 7 . 78 8 . 00 8 .24 8 . 48 8 . 74 L902-21 (1526B) 12 .36
635 . 9 7 . 55 7 . 76 7 . 98 8 .22 8 . 46 8 . 72 1525 -19 . 86
581 . 9 6. 91 7 . 10 7 . 31 7 . 52 7 . 74 7 . 98 1524 -10 . 09
710 . 8 8 . 44 8 . 68 8 . 92 9. 19 9. 46 9. 74 1523 -6 .23
598 . 9 7 . 11 7 .31 7 . 52 7 . 74 7 . 97 8 .21 1522 4 .71
605 . 9 7 .20 7 . 40 7 . 61 7 . 83 8 . 06 8 . 30 1521 7 .33
536. 9 6. 38 6 .55 6. 74 6. 94 7 . 15 7 . 36 1520 1 .70
663 .2 7 . 88 8 . 09 8 . 33 8 . 57 8 . 83 9. 09 1519 8 .55
597 . 7 7 . 10 7 .30 7 . 50 7 . 73 7 . 95 8 . 19 1518 -2 . 69
582 . 9 6. 92 7 . 11 7 . 32 7 . 53 7 . 76 7 . 99 1517 -1 . 60
599. 9 7 . 12 7 .32 7 . 53 7 .75 7 . 98 8 .22 1516 12 .23
5

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
615 . 7 7 . 31 7 .51 7 . 73 7 . 96 8 . 19 8 . 44 1515 10 . 67
599. 8 7 . 12 7 .32 7 . 53 7 . 75 7 . 98 8 .22 1514 14 .45
599.2 7 . 12 7 .32 7 . 52 7 .75 7 . 98 8 .21 1513 18 . 14
652 . 7 7 . 75 7 . 97 8 . 19 8 . 44 8 . 69 8 . 95 1512 14 . 86
607 .2 7 .21 7 . 41 7 . 62 7 . 85 8 . 08 8 . 32 1511 23 .33
721 . 7 8 . 58 8 . 81 9. 07 9.33 9. 61 9. 90 1510 39 .28
508 . 6 6. 04 6 .21 6. 39 6.58 6. 77 6. 97 1509 27 . 13
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
7102 6725 6358 5997 5656 5334
6

GROUP-2 L902 REBUILD DRAM — BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #20 from structure #1508 to structure #1507, start set #1 end
set #2 "
Cable DNO-12821_96f — 4300.wir, Ruling span (ft) 1286.83
Sagging data: Catenary (ft) 4961 . 13, Horiz . Tension (lbs) 1850 . 5 Condition
I Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 26 .2 (deg F)
temperature increase
Weather cases for final after load:
' 15/4W/0 . 25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
' 15/6. 4W/0 .25"I NESC Ice/Wind (250D) '
' 32/OW/0 . 5"Ice Extreme Ice' (controlling case) , Equivalent to 11 . 8 (deg F)
temperature increase
Results below for condition ' Initial RS '
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
1296.3 40 . 96 41 .55 42 . 14 42 . 72 43 . 30 43 . 87 1508 158 . 01
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
1296.3 19. 14 19 .28 19. 41 19. 55 19. 68 19. 81 1508 158 . 01
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
1930 1902 1876 1850 1826 1802
7

GROUP-2 L902 REBUILD DRAM — BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #21 from structure #1508 to structure #1507, start set #3 ' ' , end
set #4 "
Cable 3_8-7_stran4 ehs_steel — 3500.wir, Ruling span (ft) 1286.81
Sagging data: Catenary (ft) 5239. 93, Horiz . Tension (lbs) 1430 . 5 Condition
I Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 0 .2 (deg F)
temperature increase
Weather cases for final after load:
115/4W/0.25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
115/6.4W/0.25"I NESC Ice/Wind (250D) '
' 32/OW/0.5"Ice Extreme Ice' (controlling case) , Equivalent to 14 . 6 (deg F)
temperature increase
Results below for condition ' Initial RS'
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
1296.3 39. 09 39.55 39. 99 40 .43 40 .89 41.32 1508 158 . 01
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
1296.3 18 . 70 18 . 81 18 . 91 19. 02 19.12 19.23 1508 158 . 01
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
1480 1462 1446 1431 1415 1400
8

GROUP-2 L902 REBUILD DRAM — BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #22 from structure #1508 to structure #1507, start set #10 end
set #11 "
Cable tern_acsr — 8500.wir, Ruling span (ft) 1285. 92
Sagging data: Catenary (ft) 5404 . 78, Horiz . Tension (lbs) 4841 . 6 Condition
I Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 52 .2 (deg F)
temperature increase
Weather cases for final after load:
' 15/4W/0 . 25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
' 15/6. 4W/0 .25"I NESC Ice/Wind (250D) '
' 32/OW/0 . 5"Ice Extreme Ice' (controlling case) , Equivalent to 22 . 0 (deg F)
temperature increase
Results below for condition ' Initial RS '
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
1295 . 4 36. 73 37 .54 38 . 35 39. 14 39. 94 40 . 73 1508 158 . 01
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
1295 . 4 18 . 13 18 .32 18 . 52 18 . 71 18 . 90 19. 09 1508 158 . 01
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
5159 5048 4942 4842 4745 4654
9

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #23 from structure #1507 to structure #1496
Cable DNO-12821_96f - 3500 .wir, Ruling span (ft) 609. 923
Sagging data: Catenary (ft) 4484 .72, Horiz . Tension (lbs) 1672. 8 Condition I
Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 22 .3 (deg F)
temperature increase Weather cases for final after load:
115/4W/0.25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
115/6.4W/0.25"I NESC Ice/Wind (250D) '
' 32/OW/0.5"Ice Extreme Ice' (controlling case) , Equivalent to 7 . 2 (deg F)
temperature increase
Results below for condition ' Initial RS'
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
605.3 9. 01 9 .42 9 . 82 10 .22 10 . 63 11. 02 1507 13. 11
398.7 3. 91 4 . 08 4 .26 4 .43 4 . 61 4 . 78 1506 4 .59
593.3 8. 65 9. 04 9.43 9. 81 10 .21 10.59 1505 1 . 68
706. 0 12.25 12 . 81 13.35 13. 90 14 .45 14 . 99 1504 0 .31
499.5 6. 13 6.41 6. 68 6. 96 7 .23 7 .50 1503 -6. 84
698. 8 12. 00 12 .55 13. 09 13. 62 14 .16 14 . 69 1502 -4 .48
699. 6 12. 03 12 .58 13. 11 13. 65 14 .19 14 . 72 1501 -1 . 15
598. 8 8. 81 9.21 9. 60 10 .00 10 .40 10. 78 1500 1 .26
583.2 8. 36 8 .74 9. 11 9.48 9.86 10.23 1499 1 . 03
522.4 6. 71 7 . 01 7 .31 7 . 61 7 . 91 8.21 1498 12 . 11
592.4 8. 63 9. 02 9.40 9.79 10 .18 10.56 1497 13. 16
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
605.3 8. 97 9. 18 9.37 9.56 9.75 9. 93 1507 13. 11
398.7 5. 91 6. 04 6. 17 6.30 6.42 6.54 1506 4 .59
593.3 8. 80 8 . 99 9. 18 9.37 9.55 9. 73 1505 1 . 68
706. 0 10. 47 10 .70 10 . 93 11 . 15 11 .37 11.58 1504 0 .31
499.5 7. 41 7 .57 7 .73 7 . 89 8 .04 8. 19 1503 -6. 84
698. 8 10. 36 10 .59 10 . 82 11 .04 11 .26 11. 46 1502 -4 .48
699. 6 10. 37 10 . 61 10 . 83 11 .05 11 .27 11. 48 1501 -1 . 15
598. 8 8. 88 9. 08 9.27 9.46 9. 64 9. 82 1500 1 .26
583.2 8. 65 8 . 84 9. 03 9.21 9.39 9. 57 1499 1 . 03
522.4 7. 75 7 . 92 8 . 09 8 .25 8 .41 8 . 57 1498 12 . 11
592.4 8. 78 8 . 98 9. 17 9.36 9. 54 9. 72 1497 13. 16
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
1898 1815 1741 1673 1609 1551
10

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #24 from structure #1507 to structure #1490, start set #3 ' ' , end
set #4 "
Cable 3-8-7-strand ehs_steel - 2800.wir, Ruling span (ft) 611 .205
Sagging data: Catenary (ft) 5018 . 32, Horiz . Tension (lbs) 1370 Condition I
Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 0 .2 (deg F)
temperature increase
Weather cases for final after load:
' 15/4W/0 . 25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
' 15/6. 4W/0 .25"I NESC Ice/Wind (250D) '
' 32/OW/0 . 5"Ice Extreme Ice' (controlling case) , Equivalent to 11 . 1 (deg F)
temperature increase
Results below for condition ' Initial RS '
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
605 .3 8 .28 8 .56 8 . 85 9. 14 9. 42 9. 71 1507 13. 11
398 . 7 3 . 59 3 . 71 3 . 84 3. 96 4 . 09 4 .21 1506 4 . 59
593 .3 7 . 95 8 .22 8 .50 8 . 78 9. 05 9. 33 1505 1 . 68
706. 0 11 .26 11 . 65 12 . 03 12 . 43 12 . 82 13 .21 1504 0 . 31
499.5 5 . 64 5 . 83 6 . 02 6.22 6. 42 6. 61 1503 -6. 84
698 . 8 11 . 03 11 . 41 11 .79 12 . 18 12 . 56 12 . 95 1502 -4 . 48
699. 6 11 . 06 11 . 44 11 . 82 12 .21 12 . 59 12 . 98 1501 -1 . 15
598 . 8 8 . 10 8 .38 8 . 65 8 . 94 9.22 9. 50 1500 1 . 26
583 .2 7 . 68 7 . 95 8 .21 8 . 48 8 . 75 9. 02 1499 1 . 03
522 .3 6. 16 6 .38 6 .59 6. 81 7 . 02 7 .23 1498 12 . 11
592 . 1 7 . 92 8 . 19 8 .47 8 . 75 9. 02 9. 30 1497 13. 16
422 . 9 4 . 04 4 . 18 4 .32 4 . 46 4 . 60 4 . 74 1496 -6. 45
502 . 9 5 . 71 5 . 91 6 . 11 6. 31 6. 50 6. 70 1495 -4 . 70
707 . 6 11 . 31 11 . 70 12 . 09 12 . 49 12 . 88 13 .27 1494 0 . 18
633 . 4 9. 07 9 .37 9 . 69 10 . 01 10 . 32 10 . 64 1493 2 . 59
740 . 6 12 . 39 12 . 82 13 .24 13. 68 14 . 11 14 . 54 1492 13. 92
417 . 7 3 . 95 4 . 08 4 .22 4 . 36 4 . 49 4 . 63 1491 21 . 83
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
605 .3 8 . 61 8 . 75 8 . 89 9. 04 9. 18 9. 32 1507 13. 11
398 . 7 5 . 67 5 . 76 5 . 86 5. 95 6. 05 6. 14 1506 4 . 59
593 .3 8 . 43 8 .58 8 .72 8 . 86 9. 00 9. 14 1505 1 . 68
706. 0 10 . 04 10 .21 10 .37 10 . 54 10 . 71 10 . 87 1504 0 . 31
499.5 7 . 10 7 .22 7 .34 7 . 46 7 . 58 7 . 69 1503 -6. 84
698 . 8 9. 93 10 . 10 10 .27 10 . 44 10 . 60 10 . 76 1502 -4 . 48
699. 6 9. 95 10 . 11 10 .28 10 . 45 10 . 61 10 . 77 1501 -1 . 15
598 . 8 8 . 51 8 . 66 8 . 80 8 . 94 9. 08 9.22 1500 1 . 26
583 .2 8 .29 8 . 43 8 .57 8 . 71 8 . 84 8 . 98 1499 1 . 03
522 .3 7 . 43 7 .55 7 . 68 7 . 80 7 . 92 8 . 04 1498 12 . 11
592 . 1 8 . 42 8 .56 8 .70 8 . 84 8 . 98 9. 12 1497 13. 16
422 . 9 6. 01 6 . 11 6 .21 6. 32 6. 41 6. 51 1496 -6. 45
11

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
502 . 9 7. 15 7 .27 7 .39 7 .51 7 . 63 7 . 74 1495 -4 .70
707 . 6 10. 06 10 .23 10 .40 10 .57 10 .73 10 . 90 1494 0 . 18
633 . 4 9. 00 9. 16 9 .31 9.46 9. 61 9. 75 1493 2 .59
740 . 6 10. 53 10 .71 10 . 88 11 .06 11 .23 11 . 41 1492 13. 92
417.7 5. 94 6. 04 6 . 14 6.24 6.34 6. 44 1491 21 . 83
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
1511 1461 1414 1369 1327 1288
12

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #25 from structure #1507 to structure #1490, start set #10 end
set #11 "
Cable tern_acsr - 9000.wir, Ruling span (ft) 611 .015
Sagging data: Catenary (ft) 6727 . 84, Horiz . Tension (lbs) 6026. 8 Condition
I Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 48 .7 (deg F)
temperature increase
Weather cases for final after load:
115/4W/0.25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
115/6.4W/0.25"I NESC Ice/Wind (250D) '
' 32/OW/0.5"Ice Extreme Ice' (controlling case) , Equivalent to 17 .1 (deg F)
temperature increase
Results below for condition ' Initial RS'
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
604. 9 5. 74 6. 06 6.42 6. 80 7 .21 7 . 66 1507 12 .53
398.7 2. 49 2 . 63 2 .79 2 . 96 3 .13 3.33 1506 4 .59
593.3 5. 52 5. 83 6. 17 6.54 6. 94 7 .37 1505 2 .42
706. 0 7. 81 8 .26 8 .74 9.27 9.83 10. 43 1504 -0 .43
499.5 3. 91 4 . 13 4 .37 4 . 64 4 . 92 5.22 1503 -6. 84
698. 8 7. 66 8 . 09 8 .56 9.08 9. 63 10.23 1502 -4 .48
699. 6 7. 67 8 . 11 8 .58 9. 10 9. 65 10.25 1501 -1 . 15
598. 8 5. 62 5. 94 6.29 6. 67 7 .07 7 .51 1500 1 .26
583.2 5. 33 5. 63 5. 96 6.32 6.71 7 . 12 1499 1 .77
522.3 4.28 4 .52 4 .78 5.07 5 .38 5 . 71 1498 11 .37
592.3 5. 50 5. 81 6. 15 6.52 6. 92 7 . 35 1497 13. 16
419.2 2. 76 2 . 91 3. 08 3.27 3 .47 3 . 68 1496 -12 . 98
499.2 3. 91 4 . 13 4 .37 4 . 63 4 . 91 5 .22 1495 1 .78
707.7 7. 85 8 .30 8 .78 9.31 9.88 10 . 49 1494 0 .22
633.5 6.29 6. 65 7 . 04 7 .46 7 . 91 8 . 40 1493 2 .55
740. 6 8. 60 9. 09 9. 62 10 . 20 10 .82 11 . 49 1492 13. 92
417. 1 2. 73 2 . 88 3. 05 3. 24 3 .43 3 . 65 1491 22 .44
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
604. 9 7. 16 7 .36 7 .58 7 . 80 8 .03 8.28 1507 12 .53
398.7 4. 72 4 . 85 4 . 99 5. 14 5 .30 5. 46 1506 4 .59
593 .3 7. 02 7 .22 7 .43 7 . 65 7 .88 8. 12 1505 2 .42
706. 0 8. 36 8 .59 8 . 84 9. 10 9.38 9. 66 1504 -0 .43
499.5 5. 91 6. 08 6.26 6.44 6. 63 6. 84 1503 -6. 84
698. 8 8.28 8 .51 8 .75 9.01 9.28 9.56 1502 -4 .48
699. 6 8.28 8 .52 8 .76 9.02 9.29 9.57 1501 -1 . 15
598. 8 7. 09 7 .29 7 .50 7 .72 7 . 95 8. 19 1500 1 .26
583.2 6. 91 7 . 10 7 .30 7 .52 7 .74 7 . 98 1499 1 .77
522.3 6. 19 6 .36 6.54 6.74 6. 94 7 . 15 1498 11 .37
592.3 7. 01 7 .21 7 .42 7 . 64 7 .87 8. 11 1497 13. 16
419.2 4. 96 5 . 10 5.25 5.41 5 .57 5. 74 1496 -12 . 98
13

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
499.2 5 . 91 6 . 08 6 .25 6. 44 6. 63 6. 83 1495 1 . 78
707 . 7 8 . 38 8 . 61 8 . 86 9. 13 9. 40 9. 68 1494 0 . 22
633 . 5 7 . 50 7 . 71 7 . 93 8 . 17 8 . 41 8 . 67 1493 2 . 55
740 . 6 8 . 77 9 . 02 9 .28 9. 55 9. 84 10 . 14 1492 13. 92
417 . 1 4 . 94 5 . 08 5 .23 5. 38 5 . 54 5 . 71 1491 22 . 44
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
7144 6761 6388 6024 5680 5350
14

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #26 from structure #1496 to structure #1490
Cable DNO-12821_96f - 3500 .wir' , Ruling span (ft) 612 .861
Sagging data: Catenary (ft) 4484 .72, Horiz . Tension (lbs) 1672. 8 Condition
I Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 22 .3 (deg F)
temperature increase
Weather cases for final after load:
115/4W/0.25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
115/6.4W/0.25"I NESC Ice/Wind (250D) '
' 32/OW/0.5"Ice Extreme Ice' (controlling case) , Equivalent to 7 . 2 (deg F)
temperature increase
Results below for condition ' Initial RS'
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
415. 8 4 .25 4 .44 4 . 63 4 . 82 5 .01 5. 19 1496 -5. 00
495. 9 6. 04 6 .31 6.58 6. 86 7 .12 7 .39 1495 -6. 16
707. 8 12. 31 12 . 87 13.42 13. 97 14 .51 15. 05 1494 0 . 18
633.5 9. 86 10 .30 10 .74 11 . 19 11 . 62 12 . 05 1493 2 .59
740. 6 13. 48 14 . 09 14 . 69 15.30 15 . 89 16. 48 1492 13. 92
417.7 4.29 4 .49 4 . 68 4 . 87 5 . 06 5.25 1491 21 . 83
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
415. 8 6. 16 6.30 6.43 6.57 6. 69 6. 82 1496 -5. 00
495. 9 7. 35 7 .51 7 . 67 7 . 83 7 . 98 8 . 13 1495 -6. 16
707. 8 10. 49 10 .73 10 . 95 11 . 18 11 .39 11 . 60 1494 0 . 18
633.5 9. 39 9. 60 9. 80 10 . 00 10 .20 10 . 38 1493 2 .59
740. 6 10. 98 11 .23 11 .46 11 .70 11 . 92 12 . 14 1492 13. 92
417.7 6.20 6.33 6.47 6. 60 6.73 6. 85 1491 21 . 83
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
1898 1816 1742 1673 1611 1553
15

GROUP-2 L902 REBUILD DRAM — BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #27 from structure #1490 to structure #1489
Cable DNO-12821_96f — 4000 .wir, Ruling span (ft) 1173.27
Sagging data: Catenary (ft) 4705. 36, Horiz . Tension (lbs) 1755 . 1 Condition
I Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 25 . 1 (deg F)
temperature increase
Weather cases for final after load:
' 15/4W/0 . 25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
' 15/6. 4W/0 .25"I NESC Ice/Wind (250D) '
' 32/OW/0 . 5"Ice Extreme Ice' (controlling case) , Equivalent to 11 . 1 (deg F)
temperature increase
Results below for condition ' Initial RS '
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
1173 .3 34 . 99 35 .54 36 . 08 36. 62 37 . 16 37 . 69 1490 5. 61
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
1173 .3 17 . 69 17 . 83 17 . 96 18 . 10 18 .23 18 . 36 1490 5. 61
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
1837 1808 1781 1755 1730 1705
16

GROUP-2 L902 REBUILD DRAM — BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #28 from structure #1490 to structure #1489
Cable 3-8-7—strand ehs_steel — 3200.wir, Ruling span (ft) 1173.29
Sagging data: Catenary (ft) 4857 . 88, Horiz . Tension (lbs) 1326.2 Condition
I Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 0 .2 (deg F)
temperature increase
Weather cases for final after load:
' 15/4W/0 . 25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
' 15/6. 4W/0 .25"I NESC Ice/Wind (250D) '
' 32/OW/0 . 5"Ice Extreme Ice' (controlling case) , Equivalent to 14 .2 (deg F)
temperature increase
Results below for condition ' Initial RS '
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
1173 .3 34 .24 34 . 65 35 . 06 35. 47 35 . 87 36.27 1490 5. 61
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
1173 .3 17 . 50 17 . 61 17 .71 17 . 81 17 . 91 18 . 01 1490 5. 61
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
1374 1357 1341 1326 1311 1297
17

GROUP-2 L902 REBUILD DRAM — BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #29 from structure #1490 to structure #1489
Cable tern_acsr — 7500.wir, Ruling span (ft) 1172.26
Sagging data: Catenary (ft) 4770 .26, Horiz . Tension (lbs) 4273 .2 Condition
I Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 46 . 6 (deg F)
temperature increase
Weather cases for final after load:
' 15/4W/0 . 25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
' 15/6. 4W/0 .25"I NESC Ice/Wind (250D) '
' 32/OW/0 . 5"Ice Extreme Ice' (controlling case) , Equivalent to 17 . 1 (deg F)
temperature increase
Results below for condition ' Initial RS '
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
1172 .3 33 . 89 34 . 62 35 .34 36. 05 36. 77 37 . 47 1490 5. 61
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
1172 .3 17 . 41 17 . 60 17 .78 17 . 96 18 . 14 18 . 31 1490 5. 61
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
4546 4450 4359 4273 4190 4112
18

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #30 from structure #1489 to structure #1486
Cable DNO-12821_96f - 3200 .wir, Ruling span (ft) 583. 652
Sagging data: Catenary (ft) 3935. 39, Horiz . Tension (lbs) 1467 . 9 Condition
I Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 20 .2 (deg F)
temperature increase
Weather cases for final after load:
' 15/4W/0 . 25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
' 15/6. 4W/0 .25"I NESC Ice/Wind (250D) '
' 32/OW/0 . 5"Ice Extreme Ice' (controlling case) , Equivalent to 6. 5 (deg F)
temperature increase
Results below for condition ' Initial RS '
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
448 . 9 5 . 71 5 . 95 6 . 18 6. 41 6. 64 6. 86 1489 16. 63
605 . 9 10 . 41 10 . 83 11 .26 11 . 68 12 . 09 12 . 51 1488 27 . 75
643 .3 11 . 72 12 .21 12 . 69 13. 16 13 . 62 14 . 09 1487 -6. 85
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
448 . 9 7 . 15 7 .29 7 .43 7 . 57 7 . 70 7 . 83 1489 16. 63
605 . 9 9. 65 9 . 84 10 . 04 10 .22 10 . 40 10 . 58 1488 27 . 75
643 .3 10 .24 10 . 45 10 . 65 10 . 85 11 . 04 11 .23 1487 -6. 85
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
1647 1582 1522 1467 1417 1371
19

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #31 from structure #1489 to structure #1486, start set #3 end
set #4 "
Cable 3-8-7-strand ehs_steel - 2500.wir, Ruling span (ft) 583. 646
Sagging data: Catenary (ft) 4177 . 66, Horiz . Tension (lbs) 1140 . 5 Condition
I Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 0 .2 (deg F)
temperature increase
Weather cases for final after load:
' 15/4W/0 . 25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
' 15/6. 4W/0 .25"I NESC Ice/Wind (250D) '
' 32/OW/0 . 5"Ice Extreme Ice' (controlling case) , Equivalent to 12 . 5 (deg F)
temperature increase
Results below for condition ' Initial RS '
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
448 . 9 5 . 53 5 . 70 5 . 87 6. 03 6.20 6. 37 1489 16. 63
605 . 8 10 . 08 10 .38 10 . 69 11 . 00 11 . 30 11 . 61 1488 27 . 75
643 .3 11 . 35 11 . 70 12 . 04 12 . 39 12 . 73 13 . 08 1487 -6. 85
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
448 . 9 7 . 03 7 . 14 7 .24 7 . 35 7 . 45 7 . 55 1489 16. 63
605 . 8 9. 49 9 . 64 9 .78 9. 92 10 . 05 10 . 19 1488 27 . 75
643 .3 10 . 08 10 .23 10 .38 10 . 53 10 . 67 10 . 82 1487 -6. 85
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
1245 1208 1173 1141 1110 1080
20

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #32 from structure #1489 to structure #1486, start set #10 end
set #11 "
Cable tern_acsr - 7350.wir, Ruling span (ft) 583.4
Sagging data: Catenary (ft) 4891 . 38, Horiz . Tension (lbs) 4381 . 7 Condition
I Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 40 .3 (deg F)
temperature increase
Weather cases for final after load:
' 15/4W/0 . 25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
' 15/6. 4W/0 .25"I NESC Ice/Wind (250D) '
' 32/OW/0 . 5"Tce Extreme Ice' (controlling case) , Equivalent to 12 . 1 (deg F)
temperature increase
Results below for condition ' Initial RS '
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
448 .5 4 . 30 4 .57 4 . 85 5. 14 5 . 44 5 . 74 1489 16. 80
605 . 8 7 . 85 8 .35 8 . 86 9. 39 9. 93 10 . 49 1488 27 . 01
642 . 9 8 . 84 9 .39 9 . 97 10 . 57 11 . 18 11 . 80 1487 -6. 28
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
448 .5 6.20 6 . 40 6 .59 6. 78 6. 98 7 . 17 1489 16. 80
605 . 8 8 . 38 8 . 64 8 . 90 9. 17 9. 43 9. 69 1488 27 . 01
642 . 9 8 . 89 9 . 17 9 .44 9. 72 10 . 00 10 .27 1487 -6. 28
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
5239 4929 4644 4382 4143 3924
21

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #33 from structure #1486 to structure #1485, start set #1 ' ' , end
set #2 "
Cable DNO-12821_96f - 5000 .wir, Ruling span (ft) 1545.8
Sagging data: Catenary (ft) 6036. 46, Horiz . Tension (lbs) 2251 . 6 Condition
I Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 31 . 8 (deg F)
temperature increase
Weather cases for final after load:
' 15/4W/0 . 25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
' 15/6. 4W/0 .25"I NESC Ice/Wind (250D) '
' 32/OW/0 . 5"Ice Extreme Ice' (controlling case) , Equivalent to 16. 0 (deg F)
temperature increase
Results below for condition ' Initial RS '
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
1545 . 9 47 . 52 48 .20 48 . 88 49. 55 50 .22 50 . 89 1486 -13. 90
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
1545 . 9 20 . 62 20 . 76 20 . 91 21 . 05 21 . 19 21 . 33 1486 -13. 90
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
2347 2315 2283 2252 2222 2193
22

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #34 from structure #1486 to structure #1485, start set #3 " , end
set #4 "
Cable 3-8-7-strand ehs_steel - 4000.wir, Ruling span (ft) 1545.8
Sagging data: Catenary (ft) 6215.75, Horiz . Tension (lbs) 1696. 9 Condition
I Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 0.2 (deg F)
temperature increase
Weather cases for final after load:
115/4W/0.25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
115/6.4W/0.25"I NESC Ice/Wind (250D) '
' 32/OW/0.5"Ice Extreme Ice' (controlling case) , Equivalent to 15 .3 (deg F)
temperature increase
Results below for condition ' Initial RS'
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
1545. 9 46. 59 47 . 10 47 . 62 48 . 13 48 . 63 49. 14 1486 -13. 90
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
1545. 9 20. 41 20 .53 20 . 64 20 .75 20 .86 20. 96 1486 -13. 90
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
1753 1734 1715 1697 1679 1662
23

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #35 from structure #1486 to structure #1485, start set #10 " , end
set #11 "
Cable tern_acsr - 9000.wir, Ruling span (ft) 1544.94
Sagging data: Catenary (ft) 5842 . 93, Horiz . Tension (lbs) 5234 . 1 Condition
I Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 57 . 1 (deg F)
temperature increase
Weather cases for final after load:
115/4W/0.25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
115/6.4W/0.25"I NESC Ice/Wind (250D) '
' 32/OW/0.5"Ice Extreme Ice' (controlling case) , Equivalent to 27 .2 (deg F)
temperature increase
Results below for condition ' Initial RS'
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
1545. 0 48. 56 49.42 50 .28 51 . 14 51 . 99 52 . 84 1486 -13. 90
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
1545. 0 20. 84 21 . 02 21 .21 21 .39 21 .56 21. 74 1486 -13. 90
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
5512 5416 5324 5234 5149 5066
24

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #36 from structure #1485 to structure #1478, start set #1 " , end
set #2 "
Cable DNO-12821_96f - 3200 .wir, Ruling span (ft) 762.254
Sagging data: Catenary (ft) 3733.78, Horiz . Tension (lbs) 1392. 7 Condition
I Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 19. 9 (deg F)
temperature increase
Weather cases for final after load:
115/4W/0.25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
115/6.4W/0.25"I NESC Ice/Wind (250D) '
' 32/OW/0.5"Ice Extreme Ice' (controlling case) , Equivalent to 7 .2 (deg F)
temperature increase
Results below for condition ' Initial RS'
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
356. 0 3. 97 4 . 06 4 . 15 4 .24 4 .33 4 . 42 1485 -2 .53
603.5 11. 41 11 . 68 11 . 95 12 .21 12 .47 12 . 72 1484 -20 .75
949.7 28.26 28 . 93 29.59 30 .23 30 .88 31.52 1483 -5. 15
495. 8 7 . 69 7 . 88 8 . 06 8 .23 8 .41 8.58 1482 -2 . 65
524 .4 8 . 61 8 . 81 9. 01 9.21 9.41 9. 60 1481 -0 . 82
973. 6 29. 70 30 .41 31 . 11 31 .78 32 .46 33. 13 1480 11 .72
723.4 16. 40 16.78 17 . 17 17 .54 17 . 92 18.28 1479 22 .77
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
356. 0 5. 96 6. 03 6. 09 6. 16 6.23 6.29 1485 -2 .53
603.5 10. 10 10 .22 10 .34 10 .45 10 .56 10. 67 1484 -20 .75
949.7 15. 90 16. 08 16.27 16.44 16. 62 16. 79 1483 -5. 15
495. 8 8. 30 8 .39 8 .49 8 .58 8 . 67 8. 76 1482 -2 . 65
524 .4 8. 77 8 . 88 8 . 98 9.08 9. 17 9.27 1481 -0 . 82
973 . 6 16. 30 16.49 16. 68 16. 86 17 . 04 17 .21 1480 11 .72
723 .4 12. 11 12 .25 12 .39 12 .53 12 . 66 12 . 79 1479 22 .77
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
1490 1456 1423 1393 1364 1336
25

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #37 from structure #1485 to structure #1478, start set #3 " , end
set #4 "
Cable 3-8-7-strand ehs_steel - 3000.wir, Ruling span (ft) 762 .247
Sagging data: Catenary (ft) 5106. 96, Horiz . Tension (lbs) 1394 .2 Condition
I Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 0 .2 (deg F)
temperature increase
Weather cases for final after load:
115/4W/0.25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
115/6.4W/0.25"I NESC Ice/Wind (250D) '
' 32/OW/0.5"Ice Extreme Ice' (controlling case) , Equivalent to 12 .1 (deg F)
temperature increase
Results below for condition ' Initial RS'
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
356. 0 2. 88 2 . 95 3. 03 3. 10 3 .18 3.25 1485 -2 .53
603.5 8.27 8 .49 8 .71 8 . 92 9.14 9.36 1484 -20 .75
949.7 20. 48 21 . 03 21 .56 22 .09 22 . 62 23. 16 1483 -5. 15
495. 8 5. 58 5.73 5. 87 6.02 6.16 6.31 1482 -2 . 65
524 .4 6.24 6.41 6.57 6.73 6.89 7 . 06 1481 -0 . 82
973 . 6 21. 53 22 . 10 22 . 66 23.22 23 .78 24 .35 1480 11 .72
723.4 11. 89 12 .20 12 .51 12 . 82 13 .13 13. 44 1479 22 .77
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
356. 0 5. 07 5. 14 5.20 5.27 5 .33 5.39 1485 -2 .53
603.5 8. 60 8 .72 8 . 83 8 . 93 9.04 9. 15 1484 -20 .75
949.7 13. 54 13.71 13. 89 14 .06 14 .22 14 .39 1483 -5. 15
495 . 8 7. 06 7 . 16 7 .25 7 .34 7 .42 7 .51 1482 -2 . 65
524 .4 7. 47 7 .57 7 . 67 7 .76 7 .85 7 . 95 1481 -0 . 82
973 . 6 13. 88 14 . 06 14 .24 14 .41 14 .58 14 . 76 1480 11 .72
723 .4 10. 31 10 .45 10 .58 10 .71 10 .84 10. 96 1479 22 . 77
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
1503 1464 1428 1394 1362 1330
26

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #38 from structure #1485 to structure #1478, start set #10 end
set #11 "
Cable tern_acsr - 9000.wir, Ruling span (ft) 762 .194
Sagging data: Catenary (ft) 6485 . 49, Horiz . Tension (lbs) 5809. 7 Condition
I Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 51 .2 (deg F)
temperature increase
Weather cases for final after load:
115/4W/0.25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
115/6.4W/0.25"I NESC Ice/Wind (250D) '
' 32/OW/0.5"Ice Extreme Ice' (controlling case) , Equivalent to 19. 9 (deg F)
temperature increase
Results below for condition ' Initial RS'
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
355.5 2. 10 2 .21 2 .32 2 .44 2 .56 2 . 68 1485 -3. 14
603.5 6. 07 6.37 6. 69 7 .02 7 . 38 7 . 74 1484 -19. 97
949.7 15. 02 15.77 16.56 17 .39 18 .26 19. 15 1483 -4 . 94
495. 8 4 . 09 4 .30 4 .51 4 .74 4 . 98 5.22 1482 -3. 60
524 .4 4 . 58 4 . 81 5. 05 5.30 5 . 57 5. 84 1481 -0 . 86
973 . 6 15. 78 16.57 17 .41 18 .28 19.20 20. 13 1480 11 .72
722. 9 8. 70 9. 14 9. 60 10 .08 10 . 59 11. 10 1479 23.38
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
355.5 4. 34 4 .45 4 .56 4 . 67 4 .78 4 . 90 1485 -3. 14
603.5 7. 37 7 .55 7 .74 7 . 93 8 .12 8.32 1484 -19. 97
949.7 11. 59 11 . 88 12 . 17 12 .47 12 .78 13. 09 1483 -4 . 94
495 . 8 6. 05 6.20 6.35 6.51 6. 67 6. 83 1482 -3. 60
524 .4 6. 40 6 .56 6.72 6. 89 7 .06 7 .23 1481 -0 . 86
973 . 6 11. 88 12 . 18 12 .48 12 .79 13 .10 13. 42 1480 11 .72
722 . 9 8. 82 9 . 04 9.27 9.50 9.73 9. 97 1479 23.38
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
6728 6407 6099 5810 5532 5275
27

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #39 from structure #1478 to structure #1464
Cable DNO-12821_96f - 3200 .wir, Ruling span (ft) 769.728
Sagging data: Catenary (ft) 3703 . 49, Horiz . Tension (lbs) 1381. 4 Condition
I Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 19 .5 (deg F)
temperature increase
Weather cases for final after load:
115/4W/0.25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
115/6.4W/0.25"I NESC Ice/Wind (250D) '
' 32/OW/0.5"Ice Extreme Ice' (controlling case) , Equivalent to 7 . 2 (deg F)
temperature increase
Results below for condition ' Initial RS'
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
678. 6 14. 61 14 . 94 15.27 15.59 15 . 92 16.24 1478 -49.59
1022.3 33. 12 33. 88 34 . 63 35.36 36.09 36. 81 1477 -40 .59
1021.5 33. 05 33. 80 34 .55 35.28 36.01 36. 73 1476 19. 01
724.3 16. 61 16. 98 17 .36 17 .72 18 .09 18. 45 1475 16. 90
684. 0 14. 82 15. 16 15.50 15. 82 16.15 16. 47 1474 33. 97
639. 8 12. 96 13.25 13.54 13. 83 14 .12 14 . 40 1473 15. 89
603.7 11. 53 11 . 80 12 . 06 12 .31 12 .56 12 . 82 1472 -7 .74
645. 6 13. 19 13.49 13.79 14 .08 14 .37 14 . 66 1471 16. 03
625.5 12. 38 12 . 66 12 . 94 13.21 13 .49 13. 76 1470 -0 .35
517. 8 8. 48 8 . 68 8 . 87 9.05 9.24 9. 43 1469 -9. 83
735.4 17. 12 17 .50 17 . 89 18 .27 18 . 65 19. 02 1468 4 . 17
845. 0 22. 60 23. 12 23. 63 24 . 12 24 . 62 25. 12 1467 -9. 08
759. 0 18.23 18 . 65 19. 06 19.46 19.86 20.26 1466 1 . 03
685. 1 14. 85 15. 19 15.53 15. 85 16.18 16.50 1465 8 .24
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
678 . 6 11. 43 11 .56 11 . 69 11 . 81 11 . 93 12 . 05 1478 -49.59
1022 .3 17.21 17 .41 17 . 60 17 .78 17 . 97 18. 15 1477 -40 .59
1021.5 17. 19 17 .39 17 .58 17 .76 17 . 95 18. 13 1476 19. 01
724.3 12. 19 12 .33 12 .46 12 .59 12 .72 12 . 85 1475 16. 90
684. 0 11. 51 11 . 64 11 .77 11 . 90 12 .02 12 . 14 1474 33. 97
639. 8 10. 77 10 . 89 11 . 01 11 . 12 11 .24 11.35 1473 15. 89
603 .7 10. 16 10 .27 10 .38 10 .49 10 . 60 10. 71 1472 -7 .74
645. 6 10. 86 10 . 98 11 . 11 11 .22 11 .34 11. 45 1471 16. 03
625.5 10. 52 10 . 64 10 .76 10 . 87 10 . 98 11. 09 1470 -0 .35
517 . 8 8. 71 8 . 81 8 . 91 9.00 9.09 9. 18 1469 -9. 83
735.4 12. 37 12 .51 12 . 65 12 .78 12 . 91 13. 04 1468 4 . 17
845. 0 14.22 14 .38 14 .54 14 . 69 14 .84 14 . 99 1467 -9. 08
759. 0 12. 77 12 . 91 13. 06 13. 19 13 .33 13. 46 1466 1 . 03
685. 1 11. 53 11 . 66 11 .78 11 . 91 12 .03 12 . 15 1465 8 . 24
28

GROUP-2 L902 REBUILD DRAM — BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
1474 1442 1411 1382 1353 1327
29

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #40 from structure #1478 to structure #1464, start set #3 " , end
set #4 "
Cable 3-8-7-strand ehs_steel - 2500.wir, Ruling span (ft) 769.722
Sagging data: Catenary (ft) 3760 . 44, Horiz . Tension (lbs) 1026 . 6 Condition
I Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 0 .2 (deg F)
temperature increase
Weather cases for final after load:
115/4W/0.25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
115/6.4W/0.25"I NESC Ice/Wind (250D) '
' 32/OW/0.5"Ice Extreme Ice' (controlling case) , Equivalent to 13 . 9 (deg F)
temperature increase
Results below for condition ' Initial RS'
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
678.7 14. 64 14 . 88 15. 12 15.36 15 . 60 15. 84 1478 -49.59
1022.3 33. 18 33.72 34 .28 34 . 82 35 .37 35. 92 1477 -40 .59
1021.5 33. 10 33. 64 34 .20 34 .74 35 .29 35. 83 1476 19. 01
724.3 16. 63 16. 91 17 . 19 17 .46 17 .73 18. 00 1475 16. 90
684. 0 14. 85 15. 09 15.34 15.58 15 .83 16. 07 1474 33. 97
639. 8 12. 98 13. 19 13.41 13. 62 13 .83 14 . 05 1473 15. 89
603.7 11. 55 11 .74 11 . 94 12 . 12 12 .31 12 .50 1472 -7 .74
645. 6 13.21 13.43 13. 65 13. 86 14 .08 14 .30 1471 16. 03
625.5 12. 40 12 . 60 12 . 81 13.01 13 .22 13. 42 1470 -0 .35
517. 8 8. 50 8 . 64 8 .78 8 . 92 9.06 9.20 1469 -9. 83
735.4 17. 14 17 .42 17 .71 17 . 99 18 .27 18.56 1468 4 . 17
845. 0 22. 64 23. 01 23.39 23.76 24 .13 24 .50 1467 -9. 08
759. 0 18.26 18 .56 18 . 87 19. 16 19.47 19. 77 1466 1 . 03
685. 1 14. 88 15. 12 15.37 15. 61 15 .86 16. 10 1465 8 .24
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
678.7 11. 44 11 .53 11 . 63 11 .72 11 .81 11. 90 1478 -49.59
1022.3 17.23 17 .37 17 .51 17 . 65 17 .79 17 . 92 1477 -40 .59
1021.5 17.21 17 .35 17 .49 17 . 63 17 .77 17 . 90 1476 19. 01
724.3 12.20 12 .30 12 .40 12 .50 12 .59 12 . 69 1475 16. 90
684. 0 11. 52 11 . 62 11 .71 11 . 81 11 . 90 11. 99 1474 33. 97
639. 8 10. 77 10 . 86 10 . 95 11 .04 11 .12 11.21 1473 15. 89
603 .7 10. 16 10 .25 10 .33 10 .41 10 .49 10.58 1472 -7 .74
645. 6 10. 87 10 . 96 11 . 05 11 . 14 11 .22 11.31 1471 16. 03
625.5 10. 53 10 . 62 10 .70 10 . 79 10 .87 10. 96 1470 -0 .35
517 . 8 8. 72 8 .79 8 . 86 8 . 93 9.00 9. 07 1469 -9. 83
735.4 12. 38 12 .48 12 .59 12 . 68 12 .78 12 . 88 1468 4 . 17
845. 0 14.23 14 .35 14 .46 14 .58 14 . 69 14 . 80 1467 -9. 08
759. 0 12. 78 12 . 88 12 . 99 13.09 13 .20 13.30 1466 1 . 03
685. 1 11. 53 11 . 63 11 .73 11 . 82 11 . 91 12 . 00 1465 8 .24
30

GROUP-2 L902 REBUILD DRAM — BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
1077 1060 1043 1027 1011 995
31

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #41 from structure #1478 to structure #1464, start set #10 " , end
set #11 "
Cable tern_acsr - 8000.wir, Ruling span (ft) 769.668
Sagging data: Catenary (ft) 5327 . 97, Horiz . Tension (lbs) 4772. 8 Condition
I Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 45. 9 (deg F)
temperature increase
Weather cases for final after load:
115/4W/0.25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
115/6.4W/0.25"I NESC Ice/Wind (250D) '
' 32/OW/0.5"Ice Extreme Ice' (controlling case) , Equivalent to 16.0 (deg F)
temperature increase
Results below for condition ' Initial RS'
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
678.2 9. 45 9. 90 10 .36 10 . 82 11 .29 11. 76 1478 -50 .20
1022.3 21. 44 22 .47 23.50 24 .55 25 . 62 26. 70 1477 -40 .59
1021.5 21. 39 22 .41 23.45 24 .50 25 .56 26. 64 1476 19. 01
724.3 10. 75 11 .27 11 .79 12 .31 12 .85 13.39 1475 17 . 68
684. 0 9. 60 10 . 06 10 .52 10 . 99 11 .47 11. 95 1474 33. 97
639. 8 8. 39 8 .79 9.20 9. 61 10 .03 10. 45 1473 15. 11
603.7 7. 47 7 . 83 8 . 19 8 .55 8 . 92 9.30 1472 -6. 96
645. 6 8. 54 8 . 95 9.36 9.78 10 .21 10. 63 1471 15.29
625.5 8. 02 8 .40 8 .79 9. 18 9.58 9. 98 1470 -0 .35
517. 8 5. 49 5.76 6. 02 6.29 6.56 6. 84 1469 -9. 09
735.4 11. 08 11 . 61 12 . 15 12 . 69 13 .24 13. 80 1468 3.39
845. 0 14. 63 15.33 16. 04 16.76 17 .49 18.22 1467 -9. 08
759. 0 11. 81 12 .37 12 . 94 13.52 14 .11 14 . 70 1466 1 . 81
684.5 9. 60 10 . 06 10 .53 11 .00 11 .48 11. 96 1465 8 . 08
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
678.2 9. 19 9.41 9. 63 9. 84 10 .05 10.26 1478 -50 .20
1022.3 13. 85 14 . 18 14 .50 14 . 82 15 .14 15. 45 1477 -40 .59
1021.5 13. 83 14 . 16 14 .48 14 . 80 15 .12 15. 44 1476 19. 01
724.3 9. 81 10 . 04 10 .27 10 .49 10 .72 10. 94 1475 17 . 68
684. 0 9.27 9.49 9.70 9. 92 10 .13 10.34 1474 33. 97
639. 8 8. 66 8 . 87 9. 07 9.27 9.47 9. 67 1473 15. 11
603 .7 8. 17 8 .37 8 .56 8 .75 8 . 93 9. 12 1472 -6. 96
645. 6 8. 74 8 . 95 9. 15 9.35 9.55 9. 75 1471 15.29
625.5 8. 47 8 . 67 8 . 87 9.06 9.26 9. 45 1470 -0 .35
517. 8 7. 01 7 . 18 7 .34 7 .50 7 . 66 7 . 82 1469 -9. 09
735.4 9. 96 10 . 19 10 .42 10 . 65 10 .88 11. 11 1468 3.39
845. 0 11. 44 11 .71 11 . 98 12 .24 12 .51 12 . 77 1467 -9. 08
759. 0 10.28 10 .52 10 .76 11 .00 11 .23 11 . 47 1466 1 . 81
684.5 9.27 9.49 9.70 9. 92 10 .13 10 . 34 1465 8 . 08
32

GROUP-2 L902 REBUILD DRAM — BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
5465 5217 4986 4774 4575 4391
33

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #42 from structure #1464 to structure #1442, start set #1 ' ' , end
set #2 "
Cable DNO-12821_96f - 3200 .wir, Ruling span (ft) 680. 952
Sagging data: Catenary (ft) 3811 . 26, Horiz . Tension (lbs) 1421 . 6 Condition
I Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 19 . 9 (deg F)
temperature increase
Weather cases for final after load:
115/4W/0.25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
115/6.4W/0.25"I NESC Ice/Wind (250D) '
' 32/OW/0.5"Ice Extreme Ice' (controlling case) , Equivalent to 6. 9 (deg F)
temperature increase
Results below for condition ' Initial RS'
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
522 . 9 8.24 8 .49 8 .73 8 . 97 9.21 9. 45 1464 0 .30
630 . 8 11. 99 12 .35 12 .71 13.06 13 .41 13. 76 1463 14 .27
654. 8 12. 92 13.31 13.70 14 .07 14 .45 14 . 82 1462 14 . 00
668 . 9 13. 49 13. 89 14 .30 14 . 69 15 .08 15. 47 1461 17 .29
514 .2 7. 97 8 .21 8 .45 8 . 68 8 . 91 9. 14 1460 18 . 11
524 . 9 8. 30 8 .55 8 . 80 9.04 9.28 9.52 1459 6. 99
685.4 14. 15 14 .58 15. 00 15.42 15 .83 16.24 1458 5. 05
750.7 16. 98 17 .50 18 . 00 18 .50 18 . 99 19. 49 1457 -4 . 85
564.5 9. 60 9. 89 10 . 18 10 .46 10 .73 11. 01 1456 7 . 19
762.7 17. 53 18 . 06 18 .58 19. 09 19. 60 20. 11 1455 -0 . 67
793. 9 19. 00 19.58 20 . 14 20 . 70 21 .25 21. 80 1454 20 . 67
551 .3 9. 16 9.43 9.71 9. 97 10 .24 10.50 1453 6. 92
769. 1 17. 83 18 .37 18 . 90 19.42 19. 94 20. 45 1452 -2 . 63
814.3 19. 99 20 .59 21 . 19 21 .77 22 .35 22 . 93 1451 -8 .41
708.7 15. 14 15.59 16. 04 16.49 16. 93 17 .37 1450 9. 69
660. 1 13. 13 13.52 13. 92 14 .30 14 . 68 15. 06 1449 0 .28
793. 9 19. 00 19.57 20 . 14 20 . 69 21 .25 21. 80 1448 -9. 87
635.4 12. 17 12 .53 12 . 90 13.25 13 . 61 13. 96 1447 -11 . 60
589. 9 10. 48 10 . 80 11 . 11 11 .42 11 .72 12 . 03 1446 -11 .24
697. 6 14. 67 15. 12 15.55 15. 98 16.41 16. 84 1445 -24 .30
724. 6 15. 83 16.31 16.78 17 .24 17 .71 18. 16 1444 -26.36
492 . 8 7. 32 7 .54 7 .76 7 . 97 8 .18 8. 40 1443 -18 . 14
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
522. 9 8. 58 8 .71 8 . 84 8 . 96 9.08 9. 19 1464 0 . 30
630. 8 10. 36 10 .51 10 . 66 10 . 81 10 . 95 11 . 09 1463 14 . 27
654. 8 10. 75 10 . 91 11 . 07 11 .22 11 .37 11 . 51 1462 14 . 00
668. 9 10. 98 11 . 15 11 .31 11 .46 11 . 61 11 . 76 1461 17 .29
514.2 8. 44 8 .57 8 . 69 8 . 81 8 . 93 9. 04 1460 18 . 11
524. 9 8. 62 8 .74 8 . 87 8 . 99 9.11 9.23 1459 6. 99
685.4 11.25 11 .42 11 .58 11 .74 11 . 90 12 . 05 1458 5. 05
34

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
750 .7 12. 33 12 .51 12 . 69 12 . 86 13 .03 13.20 1457 -4 . 85
564 .5 9.27 9.41 9.54 9. 67 9.80 9. 92 1456 7 . 19
762.7 12. 52 12 .71 12 . 89 13.07 13 .24 13. 41 1455 -0 . 67
793 . 9 13. 04 13.23 13.42 13. 61 13 .79 13. 96 1454 20 . 67
551.3 9. 05 9. 19 9.32 9.44 9.57 9. 69 1453 6. 92
769. 1 12. 63 12 . 82 13. 00 13. 18 13 .35 13.53 1452 -2 . 63
814.3 13. 37 13.57 13.77 13. 95 14 .14 14 .32 1451 -8 .41
708 .7 11. 64 11 . 81 11 . 98 12 . 14 12 .30 12 . 46 1450 9. 69
660 . 1 10. 84 11 . 00 11 . 16 11 .31 11 .46 11. 61 1449 0 .28
793 . 9 13. 04 13.23 13.42 13. 60 13 .79 13. 96 1448 -9. 87
635.4 10. 43 10 .59 10 .74 10 . 89 11 .03 11. 17 1447 -11 . 60
589. 9 9. 68 9. 83 9. 97 10 . 11 10 .24 10.37 1446 -11 .24
697. 6 11. 46 11 . 63 11 . 80 11 . 96 12 .12 12 .27 1445 -24 .30
724. 6 11. 90 12 . 08 12 .25 12 .42 12 .58 12 . 75 1444 -26.36
492. 8 8. 09 8 .21 8 .33 8 .44 8 .56 8. 67 1443 -18 . 14
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
1548 1503 1461 1422 1385 1350
35

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #43 from structure #1464 to structure #1442, start set #3 ' ' , end
set #4 "
Cable 3-8-7-strand ehs_steel - 2500.wir, Ruling span (ft) 680 . 949
Sagging data: Catenary (ft) 3942 .49, Horiz . Tension (lbs) 1076. 3 Condition
I Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 0 .2 (deg F)
temperature increase
Weather cases for final after load:
115/4W/0.25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
115/6.4W/0.25"I NESC Ice/Wind (250D) '
' 32/OW/0.5"Ice Extreme Ice' (controlling case) , Equivalent to 13 .2 (deg F)
temperature increase
Results below for condition ' Initial RS'
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
522 . 9 8. 13 8 .32 8 .50 8 . 67 8 .85 9. 03 1464 0 .30
630 . 8 11. 84 12 . 11 12 .37 12 . 63 12 .89 13. 15 1463 14 .27
654. 8 12. 76 13. 05 13.33 13. 60 13 .89 14 . 16 1462 14 . 00
668 . 9 13. 32 13. 62 13. 91 14 .20 14 .49 14 . 78 1461 17 .29
514 .2 7. 87 8 . 05 8 .22 8 .39 8 .57 8. 74 1460 18 . 11
524. 9 8.20 8 .38 8 .56 8 .74 8 . 92 9. 10 1459 6. 99
685.3 13. 97 14 .29 14 . 60 14 . 90 15 .21 15.52 1458 5. 05
750.7 16. 77 17 . 15 17 .52 17 . 88 18 .25 18. 62 1457 -4 . 85
564.5 9. 48 9. 69 9. 91 10 . 11 10 .32 10.52 1456 7 . 19
762.7 17. 31 17 .70 18 . 09 18 .46 18 .84 19.22 1455 -0 . 67
793. 9 18. 76 19. 19 19. 61 20 .01 20 .43 20. 83 1454 20 . 67
551 .3 9. 04 9.25 9.45 9. 64 9.84 10. 04 1453 6. 92
769. 1 17. 60 18 . 00 18 .39 18 .77 19. 16 19.54 1452 -2 . 63
814.3 19. 73 20 . 18 20 . 62 21 .04 21 . 48 21. 91 1451 -8 .41
708.7 14. 95 15.28 15. 62 15. 94 16.27 16.59 1450 9. 69
660. 1 12. 96 13.26 13.55 13. 82 14 .11 14 .39 1449 0 .28
793. 9 18. 76 19. 18 19. 60 20 .00 20 .42 20. 82 1448 -9. 87
635.4 12. 01 12 .28 12 .55 12 . 81 13 .08 13.34 1447 -11 . 60
589. 9 10. 35 10 .59 10 . 82 11 .04 11 .27 11. 49 1446 -11 .24
697. 6 14. 49 14 . 82 15. 14 15.45 15 . 77 16. 09 1445 -24 .30
724. 6 15. 63 15. 99 16.34 16. 67 17 . 02 17 . 36 1444 -26.36
492 . 8 7.23 7 .39 7 .55 7 . 71 7 . 87 8 . 02 1443 -18 . 14
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
522. 9 8. 53 8 . 62 8 .72 8 . 81 8 . 90 8. 99 1464 0 . 30
630. 8 10.29 10 .41 10 .52 10 . 63 10 .74 10. 84 1463 14 . 27
654. 8 10. 68 10 . 80 10 . 92 11 .03 11 .15 11.26 1462 14 . 00
668. 9 10. 91 11 . 04 11 . 16 11 .27 11 .39 11.50 1461 17 .29
514.2 8. 39 8 .48 8 .58 8 . 66 8 .75 8 . 84 1460 18 . 11
524. 9 8. 56 8 . 66 8 .75 8 . 84 8 . 93 9. 02 1459 6. 99
685.3 11. 18 11 .31 11 .43 11 .55 11 . 66 11 . 78 1458 5. 05
36

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
750 .7 12.25 12 .38 12 .52 12 . 65 12 .78 12 . 90 1457 -4 . 85
564 .5 9.21 9.31 9.41 9.51 9. 61 9. 70 1456 7 . 19
762.7 12. 44 12 .58 12 .72 12 . 85 12 . 98 13. 11 1455 -0 . 67
793 . 9 12. 95 13. 10 13.24 13.38 13 .52 13 . 65 1454 20 . 67
551.3 8. 99 9. 09 9. 19 9.29 9.38 9. 47 1453 6. 92
769. 1 12. 55 12 . 69 12 . 83 12 . 96 13 .09 13 .22 1452 -2 . 63
814.3 13.29 13.44 13.58 13.72 13 .86 14 . 00 1451 -8 .41
708 .7 11. 56 11 . 69 11 . 82 11 . 94 12 .06 12 . 18 1450 9. 69
660 . 1 10. 77 10 . 89 11 . 01 11 . 12 11 .23 11.35 1449 0 .28
793 . 9 12. 95 13. 10 13.24 13.38 13 .51 13. 65 1448 -9. 87
635.4 10. 37 10 .48 10 . 60 10 .70 10 .81 10. 92 1447 -11 . 60
589. 9 9. 62 9.73 9. 84 9. 94 10 .04 10. 14 1446 -11 .24
697. 6 11. 38 11 .51 11 . 64 11 .76 11 .88 12 . 00 1445 -24 .30
724. 6 11. 82 11 . 96 12 . 09 12 .21 12 .34 12 . 46 1444 -26.36
492. 8 8. 04 8 . 13 8 .22 8 .30 8 .39 8. 47 1443 -18 . 14
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
1148 1122 1098 1076 1054 1034
37

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #44 from structure #1464 to structure #1442, start set #10 end
set #11 "
Cable tern_acsr - 9000.wir, Ruling span (ft) 680 . 932
Sagging data: Catenary (ft) 6600 . 47, Horiz . Tension (lbs) 5912 . 7 Condition
I Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 49 . 7 (deg F)
temperature increase
Weather cases for final after load:
115/4W/0.25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
115/6.4W/0.25"I NESC Ice/Wind (250D) '
' 32/OW/0.5"Ice Extreme Ice' (controlling case) , Equivalent to 18 .5 (deg F)
temperature increase
Results below for condition ' Initial RS'
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
522 .3 4 . 40 4 . 64 4 . 89 5. 17 5 .46 5. 76 1464 0 .46
630 . 8 6. 43 6.77 7 . 14 7 .54 7 . 96 8. 40 1463 13.53
654. 8 6. 92 7 .29 7 . 69 8 . 12 8 .58 9. 05 1462 14 . 00
668 . 9 7.23 7 . 61 8 . 03 8 .48 8 . 95 9. 44 1461 17 .29
514 .2 4.27 4 .50 4 .75 5.01 5 .29 5.58 1460 18 . 85
524. 8 4. 45 4 . 68 4 . 94 5.22 5 .51 5. 81 1459 6.25
685.4 7. 58 7 . 99 8 .43 8 . 90 9.39 9. 91 1458 5. 01
750.7 9. 10 9.59 10 . 11 10 . 68 11 .27 11. 89 1457 -4 . 85
564.5 5. 14 5.42 5.72 6.04 6.37 6. 72 1456 7 . 19
762.7 9. 39 9. 89 10 .43 11 .02 11 . 63 12 .27 1455 0 .32
793. 9 10. 18 10 .72 11 .31 11 . 95 12 . 61 13.30 1454 19. 68
551 .3 4 . 91 5. 17 5.45 5.76 6.08 6. 41 1453 6. 92
769. 1 9. 55 10 . 06 10 . 61 11 .21 11 .83 12 . 48 1452 -2 . 63
814.3 10. 71 11 .28 11 . 90 12 .56 13 .26 13 . 99 1451 -7 . 63
708.7 8. 11 8 .54 9. 01 9.52 10 .05 10 . 60 1450 9. 90
660. 1 7. 03 7 .41 7 . 81 8 .25 8 .71 9. 19 1449 -0 .71
793. 9 10. 18 10 .72 11 .31 11 . 94 12 . 61 13.30 1448 -9. 87
635.4 6. 52 6. 87 7 .24 7 . 65 8 .08 8.52 1447 -11 .56
589. 9 5. 62 5. 92 6.24 6.59 6. 96 7 .34 1446 -11 .24
697. 6 7. 86 8 .28 8 .73 9.23 9.74 10.28 1445 -24 .34
724. 6 8. 48 8 . 94 9.42 9. 95 10 .51 11. 09 1444 -26.36
492.3 3. 91 4 . 12 4 .35 4 .59 4 .85 5. 12 1443 -17 .53
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
522.3 6.28 6.44 6. 62 6. 80 6. 99 7 . 17 1464 0 .46
630. 8 7.58 7 .78 7 . 99 8 . 21 8 . 44 8. 67 1463 13.53
654. 8 7. 87 8 . 08 8 .29 8 . 52 8 .76 9. 00 1462 14 . 00
668. 9 8. 04 8 .25 8 .47 8 .71 8 . 95 9. 19 1461 17 .29
514.2 6. 18 6 .34 6.51 6.70 6.88 7 . 07 1460 18 . 85
524. 8 6. 31 6 . 47 6. 65 6. 83 7 .02 7 .21 1459 6.25
685.4 8.24 8 . 45 8 . 68 8 . 92 9.17 9. 42 1458 5. 01
38

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
750 .7 9. 02 9.26 9.51 9.77 10 .04 10.31 1457 -4 . 85
564 .5 6. 78 6. 96 7 . 15 7 .35 7 .55 7 . 75 1456 7 . 19
762.7 9. 16 9.41 9. 66 9. 93 10 .20 10. 48 1455 0 .32
793 . 9 9. 54 9.79 10 . 06 10 .34 10 . 62 10. 91 1454 19. 68
551.3 6. 62 6. 80 6. 98 7 . 18 7 .37 7 .57 1453 6. 92
769. 1 9.24 9.49 9.74 10 .01 10 .29 10.57 1452 -2 . 63
814.3 9. 79 10 . 04 10 .31 10 . 60 10 .89 11. 19 1451 -7 . 63
708 .7 8. 52 8 .74 8 . 98 9.23 9.48 9. 74 1450 9. 90
660 . 1 7. 93 8 . 14 8 .36 8 .59 8 .83 9. 07 1449 -0 .71
793 . 9 9. 54 9.79 10 . 06 10 .34 10 . 62 10. 91 1448 -9. 87
635.4 7. 64 7 . 84 8 . 05 8 .27 8 .50 8 . 73 1447 -11 .56
589. 9 7. 09 7 .28 7 .47 7 . 68 7 .89 8. 10 1446 -11 .24
697. 6 8. 39 8 . 61 8 . 84 9.08 9.33 9.59 1445 -24 .34
724. 6 8. 71 8 . 94 9 . 18 9.44 9. 69 9. 96 1444 -26.36
492.3 5. 92 6. 07 6 .24 6. 41 6.59 6. 76 1443 -17 .53
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
6937 6585 6244 5912 5600 5309
39

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #45 from structure #1442 to structure #1441, start set #1 ' ' , end
set #2 "
Cable DNO-12821_96f - 4000 .wir, Ruling span (ft) 1096. 63
Sagging data: Catenary (ft) 4745. 58, Horiz . Tension (lbs) 1770 . 1 Condition
I Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 25 . 1 (deg F)
temperature increase
Weather cases for final after load:
' 15/4W/0 . 25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
' 15/6. 4W/0 .25"I NESC Ice/Wind (250D) '
' 32/OW/0 . 5"Ice Extreme Ice' (controlling case) , Equivalent to 10 . 7 (deg F)
temperature increase
Results below for condition ' Initial RS '
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
1097 .2 30 . 14 30 . 69 31 .23 31 . 76 32 .28 32 . 82 1442 -34 . 43
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
1097 .2 16. 42 16 .57 16 .71 16. 85 16. 99 17 . 13 1442 -34 . 43
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
1865 1832 1800 1770 1741 1713
40

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #46 from structure #1442 to structure #1441, start set #3 ' ' , end
set #4 "
Cable 3-8-7—strand ehs_steel - 3000.wir, Ruling span (ft) 1096. 65
Sagging data: Catenary (ft) 4488 .28, Horiz . Tension (lbs) 1225 . 3 Condition
I Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 0 .2 (deg F)
temperature increase
Weather cases for final after load:
' 15/4W/0 . 25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
' 15/6. 4W/0 .25"I NESC Ice/Wind (250D) '
' 32/OW/0 . 5"Ice Extreme Ice' (controlling case) , Equivalent to 14 .2 (deg F)
temperature increase
Results below for condition ' Initial RS '
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
1097 .2 32 . 43 32 . 82 33 .20 33. 59 33 . 96 34 . 33 1442 -34 . 43
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
1097 .2 17 . 03 17 . 13 17 .23 17 . 33 17 . 43 17 . 52 1442 -34 . 43
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
1269 1254 1240 1225 1212 1199
41

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #47 from structure #1442 to structure #1441, start set #10 " , end
set #11 "
Cable tern_acsr - 8500.wir, Ruling span (ft) 1095.71
Sagging data: Catenary (ft) 5630 .39, Horiz . Tension (lbs) 5043. 7 Condition
I Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 52 .2 (deg F)
temperature increase
Weather cases for final after load:
115/4W/0.25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
115/6.4W/0.25"I NESC Ice/Wind (250D) '
' 32/OW/0.5"Ice Extreme Ice' (controlling case) , Equivalent to 21 . 6 (deg F)
temperature increase
Results below for condition ' Initial RS'
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
1096.2 24. 50 25.24 25. 98 26.71 27 .46 28 . 19 1442 -34 .43
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
1096.2 14 . 80 15. 02 15.24 15.46 15 . 67 15. 88 1442 -34 .43
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
5499 5338 5187 5044 4907 4780
42

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #48 from structure #1441 to structure #1440, start set #1 " , end
set #2 "
Cable DNO-12821_96f - 4000 .wir, Ruling span (ft) 1069. 96
Sagging data: Catenary (ft) 4743.7, Horiz . Tension (lbs) 1769.4 Condition I
Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 24 . 8 (deg F)
temperature increase
Weather cases for final after load:
115/4W/0.25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
115/6.4W/0.25"I NESC Ice/Wind (250D) '
' 32/OW/0.5"Ice Extreme Ice' (controlling case) , Equivalent to 10 .4 (deg F)
temperature increase
Results below for condition ' Initial RS'
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
1071. 8 28. 75 29.29 29. 83 30 .37 30 .89 31. 41 1441 63. 65
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
1071 . 8 16. 04 16. 19 16.33 16.48 16. 62 16. 76 1441 63. 65
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
1868 1834 1801 1769 1739 1710
43

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #49 from structure #1441 to structure #1440, start set #3 " , end
set #4 "
Cable 3_8-7_strand ehs_steel - 3200.wir, Ruling span (ft) 1069. 95
Sagging data: Catenary (ft) 4944 . 69, Horiz . Tension (lbs) 1349. 9 Condition
I Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 0.2 (deg F)
temperature increase
Weather cases for final after load:
115/4W/0.25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
115/6.4W/0.25"I NESC Ice/Wind (250D) '
' 32/OW/0.5"Ice Extreme Ice' (controlling case) , Equivalent to 13 . 9 (deg F)
temperature increase
Results below for condition ' Initial RS'
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
1071 . 8 27. 91 28 .33 28 .73 29. 12 29.52 29. 92 1441 63. 65
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
1071 . 8 15. 80 15. 92 16. 03 16. 14 16.25 16.36 1441 63. 65
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
1408 1388 1368 1350 1331 1314
44

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #50 from structure #1441 to structure #1440, start set #10 " , end
set #11 "
Cable tern_acsr - 8500.wir, Ruling span (ft) 1069.02
Sagging data: Catenary (ft) 5623. 69, Horiz . Tension (lbs) 5037. 7 Condition
I Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 51 . 9 (deg F)
temperature increase
Weather cases for final after load:
115/4W/0.25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
115/6.4W/0.25"I NESC Ice/Wind (250D) '
' 32/OW/0.5"Ice Extreme Ice' (controlling case) , Equivalent to 21 .3 (deg F)
temperature increase
Results below for condition ' Initial RS'
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
1070. 9 23. 36 24 . 09 24 . 82 25.55 26.29 27 . 01 1441 63. 65
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
1070. 9 14 . 45 14 . 68 14 . 90 15. 12 15 .33 15.54 1441 63. 65
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
5511 5345 5187 5039 4897 4766
45

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #51 from structure #1440 to structure #1433, start set #1 end
set #2 "
Cable DNO-12821_96f - 3800 .wir, Ruling span (ft) 777.399
Sagging data: Catenary (ft) 4768 . 9, Horiz . Tension (lbs) 1778 . 8 Condition I
Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 24 . 4 (deg F)
temperature increase
Weather cases for final after load:
' 15/4W/0 . 25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
' 15/6. 4W/0 .25"I NESC Ice/Wind (250D) '
' 32/OW/0 . 5"Ice Extreme Ice' (controlling case) , Equivalent to 9. 0 (deg F)
temperature increase
Results below for condition ' Initial RS '
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
874 . 9 18 .28 18 . 88 19 .49 20 . 08 20 . 67 21 .27 1440 -10 . 19
704 . 7 11 . 86 12 .25 12 . 64 13. 02 13 . 41 13 . 80 1439 -11 . 27
1007 . 7 24 .26 25 . 05 25 . 86 26. 64 27 . 43 28 .22 1438 -14 . 90
674 . 0 10 . 85 11 .20 11 .56 11 . 91 12 .26 12 . 62 1437 -1 . 26
718 . 6 12 . 33 12 . 73 13 . 15 13. 54 13 . 94 14 . 35 1436 -2 . 87
619.3 9. 16 9 . 46 9 .76 10 . 06 10 . 36 10 . 65 1435 8 . 60
397 . 8 3 . 78 3 . 90 4 . 03 4 . 15 4 .27 4 . 40 1434 -13. 03
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
874 . 9 12 . 79 12 . 99 13 .20 13. 40 13 . 60 13 . 79 1440 -10 . 19
704 . 7 10 . 30 10 . 47 10 . 63 10 . 79 10 . 95 11 . 11 1439 -11 . 27
1007 . 7 14 . 73 14 . 97 15 .21 15. 44 15 . 66 15 . 89 1438 -14 . 90
674 . 0 9. 85 10 . 01 10 . 17 10 . 32 10 . 47 10 . 62 1437 -1 . 26
718 . 6 10 . 50 10 . 67 10 . 84 11 . 01 11 . 17 11 . 33 1436 -2 . 87
619.3 9. 05 9 .20 9 .35 9. 48 9. 62 9. 76 1435 8 . 60
397 . 8 5 . 81 5 . 91 6 . 00 6. 09 6. 18 6.27 1434 -13. 03
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
1953 1892 1832 1779 1728 1679
46

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #52 from structure #1440 to structure #1433, start set #3 ' ' , end
set #4 "
Cable 3-8-7-strand ehs_steel - 3000.wir, Ruling span (ft) 777 .397
Sagging data: Catenary (ft) 5054 . 95, Horiz . Tension (lbs) 1380 Condition I
Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 0 .2 (deg F)
temperature increase
Weather cases for final after load:
' 15/4W/0 . 25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
' 15/6. 4W/0 .25"I NESC Ice/Wind (250D) '
' 32/OW/0 . 5"Ice Extreme Ice' (controlling case) , Equivalent to 12 . 1 (deg F)
temperature increase
Results below for condition ' Initial RS '
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
874 . 9 17 . 62 18 . 06 18 .51 18 . 95 19. 39 19. 82 1440 -10 . 19
704 . 7 11 . 43 11 . 72 12 . 01 12 .29 12 . 58 12 . 86 1439 -11 . 27
1007 . 7 23 . 38 23 . 97 24 .56 25. 14 25 . 73 26. 30 1438 -14 . 90
674 . 0 10 . 46 10 . 72 10 . 98 11 .24 11 . 50 11 . 76 1437 -1 . 26
718 . 6 11 . 89 12 . 19 12 .49 12 . 78 13 . 08 13 . 37 1436 -2 . 87
619.3 8 . 83 9 . 05 9 .27 9. 49 9. 71 9. 93 1435 8 . 60
397 . 8 3 . 64 3 . 74 3 . 83 3. 92 4 . 01 4 . 10 1434 -13. 03
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
874 . 9 12 . 55 12 . 71 12 . 87 13. 02 13 . 17 13 . 31 1440 -10 . 19
704 . 7 10 . 11 10 .24 10 .36 10 . 49 10 . 61 10 . 72 1439 -11 . 27
1007 . 7 14 . 46 14 . 64 14 . 82 15. 00 15 . 17 15 . 34 1438 -14 . 90
674 . 0 9. 67 9 . 79 9 . 91 10 . 03 10 . 14 10 .25 1437 -1 . 26
718 . 6 10 . 31 10 . 44 10 .57 10 . 69 10 . 82 10 . 93 1436 -2 . 87
619.3 8 . 89 9 . 00 9 . 11 9.21 9. 32 9. 42 1435 8 . 60
397 . 8 5 . 71 5 . 78 5 . 85 5. 92 5 . 99 6. 05 1434 -13. 03
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
1483 1447 1412 1379 1348 1319
47

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #53 from structure #1440 to structure #1433, start set #10 end
set #11 "
Cable tern_acsr - 8000.wir, Ruling span (ft) 777 .306
Sagging data: Catenary (ft) 5381 .56, Horiz . Tension (lbs) 4820. 8 Condition
I Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 46. 6 (deg F)
temperature increase
Weather cases for final after load:
115/4W/0.25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
115/6.4W/0.25"I NESC Ice/Wind (250D) '
' 32/OW/0.5"Ice Extreme Ice' (controlling case) , Equivalent to 16 . 3 (deg F)
temperature increase
Results below for condition ' Initial RS'
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
874.4 15. 53 16.27 17 . 01 17 .77 18 .55 19.32 1440 -10 . 80
704.7 10. 09 10 .57 11 . 05 11 .54 12 .05 12 .54 1439 -11 .27
1007.7 20. 63 21 . 61 22 . 60 23. 60 24 . 64 25. 66 1438 -14 . 90
674 . 0 9.22 9. 66 10 . 10 10 .55 11 .02 11. 47 1437 -1 .26
718 . 6 10. 49 10 . 99 11 .49 12 .00 12 .53 13 . 04 1436 -2 . 09
619.3 7. 79 8 . 16 8 .53 8 . 91 9.30 9. 69 1435 7 . 87
397.3 3.21 3.36 3.51 3. 67 3 .83 3 . 99 1434 -12 .46
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
874.4 11. 79 12 . 06 12 .34 12 . 61 12 .88 13. 14 1440 -10 . 80
704.7 9. 50 9.72 9. 94 10 . 16 10 .38 10.59 1439 -11 .27
1007.7 13. 58 13. 90 14 .22 14 .53 14 .85 15. 15 1438 -14 . 90
674. 0 9. 08 9.30 9.51 9.72 9. 93 10. 13 1437 -1 .26
718. 6 9. 68 9. 91 10 . 14 10 .36 10 .58 10. 80 1436 -2 . 09
619.3 8. 35 8 .54 8 .74 8 . 93 9.12 9.31 1435 7 . 87
397.3 5. 36 5.48 5. 61 5.73 5 .85 5. 97 1434 -12 .46
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
5516 5264 5035 4821 4619 4435
48

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #54 from structure #1433 to structure #1424, start set #1 ' ' , end
set #2 "
Cable DNO-12821_96f - 3800 .wir, Ruling span (ft) 747. 662
Sagging data: Catenary (ft) 4795 . 17, Horiz . Tension (lbs) 1788 . 6 Condition
I Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 24 . 1 (deg F)
temperature increase
Weather cases for final after load:
115/4W/0.25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
115/6.4W/0.25"I NESC Ice/Wind (250D) '
' 32/OW/0.5"Ice Extreme Ice' (controlling case) , Equivalent to 9. 0 (deg F)
temperature increase
Results below for condition ' Initial RS'
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
607.7 8. 73 9. 04 9.35 9. 66 9. 96 10.26 1433 -44 . 62
950. 1 21. 31 22 . 07 22 . 83 23.58 24 .32 25. 06 1432 -43.57
639. 1 9. 63 9. 97 10 .31 10 . 65 10 . 99 11.32 1431 1 .76
724 .4 12. 37 12 . 81 13.25 13. 69 14 .12 14 .55 1430 3.72
773 .4 14. 11 14 . 61 15. 11 15. 60 16.10 16.59 1429 19. 60
704 .3 11. 70 12 . 12 12 .54 12 . 95 13 .35 13. 76 1428 24 . 62
319.2 2. 40 2 .49 2 .57 2 . 66 2 .74 2 . 82 1427 4 .39
898.5 19. 04 19.71 20 .39 21 .06 21 .72 22 .39 1426 11 .52
333. 8 2. 63 2 .72 2 . 81 2 . 91 3 .00 3. 09 1425 -10 . 13
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
607.7 8. 84 8 . 99 9. 14 9.29 9.44 9.58 1433 -44 . 62
950. 1 13. 81 14 . 05 14 .29 14 .52 14 .75 14 . 97 1432 -43.57
639. 1 9.28 9.44 9. 60 9.76 9. 91 10. 06 1431 1 .76
724.4 10. 52 10 .70 10 . 89 11 .06 11 .24 11. 41 1430 3.72
773 .4 11.23 11 .43 11 . 63 11 . 81 12 .00 12 . 18 1429 19. 60
704 .3 10.23 10 .41 10 .59 10 .76 10 . 93 11. 09 1428 24 . 62
319.2 4. 63 4 .72 4 . 80 4 . 87 4 . 95 5. 03 1427 4 .39
898.5 13. 05 13 .28 13.51 13.72 13 . 94 14 . 15 1426 11 .52
333. 8 4. 85 4 . 93 5. 02 5. 10 5 .18 5.26 1425 -10 . 13
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
1979 1911 1847 1789 1734 1683
49

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #55 from structure #1433 to structure #1424, start set #3 ' ' , end
set #4 "
Cable 3-8-7-strand ehs_steel - 3000.wir, Ruling span (ft) 747 . 665
Sagging data: Catenary (ft) 5117 .22, Horiz . Tension (lbs) 1397 Condition I
Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 0 .2 (deg F)
temperature increase
Weather cases for final after load:
' 15/4W/0 . 25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
' 15/6. 4W/0 .25"I NESC Ice/Wind (250D) '
' 32/OW/0 . 5"Ice Extreme Ice' (controlling case) , Equivalent to 12 . 1 (deg F)
temperature increase
Results below for condition ' Initial RS '
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
607 . 7 8 . 38 8 . 60 8 . 82 9. 05 9.27 9. 50 1433 -44 . 62
950 . 1 20 . 45 20 . 99 21 .54 22 . 09 22 . 64 23 . 18 1432 -43. 57
639. 1 9.24 9 . 48 9 .73 9. 98 10 .23 10 . 47 1431 1 . 76
724 . 4 11 . 87 12 . 19 12 .51 12 . 82 13 . 14 13 . 46 1430 3. 72
773 . 4 13 . 54 13 . 89 14 .26 14 . 62 14 . 99 15 . 34 1429 19. 60
704 . 4 11 .23 11 .53 11 . 83 12 . 13 12 . 43 12 . 73 1428 24 . 62
319.2 2 . 30 2 .37 2 .43 2 . 49 2 . 55 2 . 61 1427 4 . 39
898 . 5 18 .27 18 . 75 19 .24 19. 73 20 .23 20 . 71 1426 11 . 52
333 . 8 2 . 52 2 .59 2 . 66 2 . 72 2 . 79 2 . 86 1425 -10 . 13
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
607 . 7 8 . 66 8 . 77 8 . 88 9. 00 9. 11 9.22 1433 -44 . 62
950 . 1 13 . 52 13 . 70 13 . 88 14 . 06 14 .23 14 . 40 1432 -43. 57
639. 1 9. 09 9 .21 9 .33 9. 45 9. 57 9. 68 1431 1 . 76
724 . 4 10 . 30 10 . 44 10 .58 10 . 71 10 . 84 10 . 97 1430 3. 72
773 . 4 11 . 00 11 . 15 11 .29 11 . 44 11 . 58 11 . 72 1429 19. 60
704 . 4 10 . 02 10 . 15 10 .29 10 . 42 10 . 55 10 . 67 1428 24 . 62
319.2 4 . 54 4 . 60 4 . 66 4 . 72 4 . 78 4 . 83 1427 4 . 39
898 .5 12 . 78 12 . 95 13 . 12 13.29 13 . 45 13 . 61 1426 11 . 52
333 . 8 4 . 75 4 . 81 4 . 87 4 . 94 5 . 00 5 . 06 1425 -10 . 13
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
1509 1470 1432 1397 1363 1331
50

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #56 from structure #1433 to structure #1424, start set #10 end
set #11 "
Cable tern_acsr - 8000.wir, Ruling span (ft) 747 . 635
Sagging data: Catenary (ft) 5384 .35, Horiz . Tension (lbs) 4823. 3 Condition
I Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 45. 9 (deg F)
temperature increase
Weather cases for final after load:
115/4W/0.25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
115/6.4W/0.25"I NESC Ice/Wind (250D) '
' 32/OW/0.5"Ice Extreme Ice' (controlling case) , Equivalent to 15 . 6 (deg F)
temperature increase
Results below for condition ' Initial RS'
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
607. 1 7 . 45 7 . 82 8 . 19 8 .59 8 . 97 9.36 1433 -44 .45
950. 1 18 .22 19. 13 20 . 04 21 .00 21 . 94 22 . 91 1432 -44 .35
639. 1 8.23 8 . 64 9. 06 9.49 9. 91 10.35 1431 1 .76
724 .4 10. 58 11 . 11 11 . 64 12 . 19 12 .74 13.30 1430 3.72
773 .4 12. 06 12 . 66 13.27 13. 90 14 .52 15. 16 1429 19. 60
704 .4 10. 01 10 .51 11 . 01 11 .53 12 .05 12 .58 1428 24 . 62
319.2 2. 05 2 . 16 2 .26 2 .37 2 .47 2 .58 1427 4 .39
898.5 16.28 17 . 09 17 . 90 18 .76 19. 60 20. 46 1426 11 .52
333.3 2.24 2 .35 2 .46 2 .58 2 .70 2 . 82 1425 -9.52
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
607. 1 8. 16 8 .36 8 .56 8 .76 8 . 96 9. 15 1433 -44 .45
950. 1 12. 77 13. 08 13.39 13.71 14 .01 14 . 31 1432 -44 .35
639. 1 8. 58 8 .79 9. 00 9.21 9.42 9. 62 1431 1 .76
724.4 9. 73 9. 97 10 .20 10 .44 10 . 67 10 . 91 1430 3.72
773 .4 10. 39 10 . 64 10 . 89 11 . 15 11 .40 11 . 64 1429 19. 60
704 .4 9. 46 9. 69 9. 92 10 . 16 10 .38 10 . 61 1428 24 . 62
319.2 4.29 4 .39 4 .49 4 . 60 4 .70 4 . 80 1427 4 .39
898.5 12. 07 12 .36 12 . 65 12 . 95 13 .24 13.53 1426 11 .52
333.3 4 . 48 4 .59 4 . 69 4 . 81 4 . 91 5. 02 1425 -9.52
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
5555 5293 5052 4821 4615 4421
51

GROUP-2 L902 REBUILD DRAM — BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #57 from structure #1424 to structure #1423, start set #1 ' ' , end
set #2 "
Cable DNO-12821_96f — 4300 .wir, Ruling span (ft) 1356.09
Sagging data: Catenary (ft) 5044 . 77, Horiz . Tension (lbs) 1881 . 7 Condition
I Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 26 .5 (deg F)
temperature increase
Weather cases for final after load:
' 15/4W/0 . 25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
' 15/6. 4W/0 .25"I NESC Ice/Wind (250D) '
' 32/OW/0 . 5"Ice Extreme Ice' (controlling case) , Equivalent to 12 . 5 (deg F)
temperature increase
Results below for condition ' Initial RS '
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
1356. 1 43 . 87 44 . 48 45 . 06 45. 65 46.21 46. 79 1424 9. 22
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
1356. 1 19. 81 19 . 95 20 . 08 20 .21 20 . 33 20 . 46 1424 9. 22
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
1957 1931 1906 1881 1858 1835
52

GROUP-2 L902 REBUILD DRAM — BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #58 from structure #1424 to structure #1423, start set #3 ' ' , end
set #4 "
Cable 3-8-7—strand ehs_steel — 3500.wir, Ruling span (ft) 1356.02
Sagging data: Catenary (ft) 5307 . 33, Horiz . Tension (lbs) 1448 . 9 Condition
I Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 0 .2 (deg F)
temperature increase
Weather cases for final after load:
' 15/4W/0 . 25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
' 15/6. 4W/0 .25"I NESC Ice/Wind (250D) '
' 32/OW/0 . 5"Ice Extreme Ice' (controlling case) , Equivalent to 14 . 6 (deg F)
temperature increase
Results below for condition ' Initial RS '
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
1356. 0 42 . 03 42 . 48 42 . 93 43. 38 43 . 82 44 .26 1424 9. 22
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
1356. 0 19. 39 19 . 49 19 . 60 19. 70 19. 80 19. 90 1424 9. 22
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
1495 1479 1464 1449 1434 1420
53

GROUP-2 L902 REBUILD DRAM — BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #59 from structure #1424 to structure #1423, start set #10 end
set #11 "
Cable tern_acsr — 8000.wir, Ruling span (ft) 1355. 16
Sagging data: Catenary (ft) 5102 . 59, Horiz . Tension (lbs) 4570 . 9 Condition
I Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 50 . 4 (deg F)
temperature increase
Weather cases for final after load:
' 15/4W/0 . 25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
' 15/6. 4W/0 .25"I NESC Ice/Wind (250D) '
' 32/OW/0 . 5"Ice Extreme Ice' (controlling case) , Equivalent to 20 .2 (deg F)
temperature increase
Results below for condition ' Initial RS '
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
1355 .2 42 . 73 43 .52 44 .30 45. 06 45 . 83 46. 59 1424 9. 22
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
1355 .2 19. 55 19 . 73 19 . 91 20 . 08 20 .25 20 . 41 1424 9. 22
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
4819 4732 4649 4571 4494 4421
54

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #60 from structure #1423 to structure #1415, start set #1 ' ' , end
set #2 "
Cable DNO-12821_96f - 3500 .wir, Ruling span (ft) 715. 008
Sagging data: Catenary (ft) 4307 .24, Horiz . Tension (lbs) 1606. 6 Condition
I Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 22 .3 (deg F)
temperature increase
Weather cases for final after load:
' 15/4W/0 . 25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
' 15/6. 4W/0 .25"I NESC Ice/Wind (250D) '
' 32/OW/0 . 5"Ice Extreme Ice' (controlling case) , Equivalent to 7 . 9 (deg F)
temperature increase
Results below for condition ' Initial RS '
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
488 . 9 6. 32 6 .53 6 .74 6. 94 7 . 14 7 . 34 1423 -4 . 58
798 . 0 16. 85 17 . 40 17 . 96 18 . 50 19. 05 19. 58 1422 12 . 87
615 . 7 10 . 02 10 .36 10 . 69 11 . 01 11 . 33 11 . 65 1421 4 . 10
607 . 6 9. 76 10 . 08 10 . 40 10 . 72 11 . 04 11 . 35 1420 -9. 76
511 . 6 6. 92 7 . 15 7 .38 7 . 60 7 . 82 8 . 04 1419 -9. 84
760 . 7 15 . 30 15 . 81 16 .31 16. 81 17 . 31 17 . 79 1418 -15. 09
915 . 6 22 . 18 22 . 91 23 . 64 24 . 35 25 . 07 25 . 78 1417 0 . 57
692 . 5 12 . 68 13 . 10 13 .52 13. 93 14 . 34 14 . 74 1416 -16. 49
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
488 . 9 7 . 52 7 . 64 7 .76 7 . 88 7 . 99 8 . 11 1423 -4 . 58
798 . 0 12 .27 12 . 48 12 . 67 12 . 86 13 . 05 13 .23 1422 12 . 87
615 . 7 9. 47 9 . 62 9 .78 9. 92 10 . 07 10 .21 1421 4 . 10
607 . 6 9. 34 9 .50 9 . 65 9. 79 9. 94 10 . 07 1420 -9. 76
511 . 6 7 . 87 8 . 00 8 . 12 8 .24 8 . 37 8 . 48 1419 -9. 84
760 . 7 11 . 70 11 . 89 12 . 08 12 .26 12 . 44 12 . 62 1418 -15. 09
915 . 6 14 . 08 14 .32 14 .54 14 . 76 14 . 98 15 . 19 1417 0 . 57
692 .5 10 . 65 10 . 83 11 . 00 11 . 16 11 . 33 11 . 48 1416 -16. 49
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
1764 1707 1655 1607 1560 1518
55

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #61 from structure #1423 to structure #1415, start set #3 ' ' , end
set #4 "
Cable 3-8-7-strand ehs_steel - 2800.wir, Ruling span (ft) 715.011
Sagging data: Catenary (ft) 4668 . 5, Horiz . Tension (lbs) 1274 . 5 Condition I
Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 0 .2 (deg F)
temperature increase
Weather cases for final after load:
' 15/4W/0 . 25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
' 15/6. 4W/0 .25"I NESC Ice/Wind (250D) '
' 32/OW/0 . 5"Ice Extreme Ice' (controlling case) , Equivalent to 12 . 5 (deg F)
temperature increase
Results below for condition ' Initial RS '
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
488 . 9 5 . 94 6 . 10 6 .25 6. 40 6. 56 6. 71 1423 -4 . 58
798 . 1 15 . 85 16 .25 16 . 67 17 . 07 17 . 48 17 . 88 1422 12 . 87
615 . 7 9. 43 9 . 67 9 . 92 10 . 16 10 . 40 10 . 64 1421 4 . 10
607 . 6 9. 18 9 . 42 9 . 66 9. 89 10 . 13 10 . 36 1420 -9. 76
511 . 6 6. 51 6 . 68 6 . 85 7 . 01 7 . 18 7 . 34 1419 -9. 84
760 . 7 14 . 40 14 . 77 15 . 14 15. 51 15 . 88 16.24 1418 -15. 09
915 . 6 20 . 86 21 . 40 21 . 94 22 . 48 23 . 01 23 . 53 1417 0 . 57
692 . 5 11 . 93 12 .24 12 .55 12 . 85 13 . 16 13 . 46 1416 -16. 49
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
488 . 9 7 .29 7 .38 7 .48 7 . 57 7 . 66 7 . 74 1423 -4 . 58
798 . 1 11 . 90 12 . 06 12 .21 12 . 36 12 . 50 12 . 65 1422 12 . 87
615 . 7 9. 18 9 .30 9 .42 9. 53 9. 65 9. 75 1421 4 . 10
607 . 6 9. 06 9 . 18 9 .29 9. 41 9. 52 9. 63 1420 -9. 76
511 . 6 7 . 63 7 . 73 7 . 83 7 . 92 8 . 01 8 . 10 1419 -9. 84
760 . 7 11 . 35 11 . 49 11 . 64 11 . 78 11 . 92 12 . 05 1418 -15. 09
915 . 6 13 . 66 13 . 83 14 . 01 14 . 18 14 . 35 14 . 51 1417 0 . 57
692 .5 10 . 33 10 . 46 10 .59 10 . 72 10 . 85 10 . 97 1416 -16. 49
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
1373 1338 1305 1274 1244 1217
56

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #62 from structure #1423 to structure #1415, start set #10 ' ' , end
set #11 "
Cable tern_acsr - 7500.wir, Ruling span (ft) 714 . 938
Sagging data: Catenary (ft) 4954 . 9, Horiz . Tension (lbs) 4438 . 6 Condition I
Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 43. 1 (deg F)
temperature increase
Weather cases for final after load:
115/4W/0.25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
115/6.4W/0.25"I NESC Ice/Wind (250D) '
' 32/OW/0.5"Ice Extreme Ice' (controlling case) , Equivalent to 13 . 9 (deg F)
temperature increase
Results below for condition ' Initial RS'
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
488.3 5.23 5.49 5.75 6.02 6.29 6.56 1423 -4 .41
798. 1 13. 96 14 . 66 15.37 16.09 16.80 17 .53 1422 13. 08
615.7 8. 31 8 .72 9. 15 9.57 10 .00 10. 43 1421 3. 12
607.5 8. 09 8 .50 8 . 91 9.32 9.74 10. 15 1420 -8 . 98
511 . 6 5. 74 6. 02 6.31 6. 61 6. 90 7 .20 1419 -9. 84
760 .7 12. 69 13.32 13. 97 14 . 61 15 .27 15. 92 1418 -15. 87
915. 6 18. 38 19.30 20 .23 21 . 17 22 .12 23. 07 1417 0 .57
692. 0 10. 50 11 . 03 11 .56 12 . 10 12 . 63 13. 18 1416 -15. 88
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
488.3 6. 84 7 . 01 7 . 17 7 .34 7 .50 7 . 66 1423 -4 .41
798. 1 11. 18 11 .45 11 .73 11 . 99 12 .26 12 .52 1422 13. 08
615.7 8. 62 8 . 83 9. 04 9.25 9.46 9. 66 1421 3. 12
607 .5 8. 51 8 .72 8 . 93 9. 13 9.33 9.53 1420 -8 . 98
511 . 6 7. 16 7 .34 7 .52 7 . 69 7 .86 8. 02 1419 -9. 84
760 .7 10. 65 10 . 92 11 . 18 11 .43 11 . 68 11. 93 1418 -15. 87
915. 6 12. 82 13. 14 13.45 13.76 14 .07 14 .37 1417 0 .57
692 . 0 9. 69 9. 93 10 . 17 10 .40 10 . 63 10. 86 1416 -15. 88
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
5110 4867 4643 4437 4248 4072
57

GROUP-2 L902 REBUILD DRAM — BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #63 from structure #1415 to structure #1414, start set #1 ' ' , end
set #2 "
Cable DNO-12821_96f — 5000 .wir, Ruling span (ft) 1675. 61
Sagging data: Catenary (ft) 5916. 35, Horiz . Tension (lbs) 2206. 8 Condition
I Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 31 .5 (deg F)
temperature increase
Weather cases for final after load:
' 15/4W/0 . 25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
' 15/6. 4W/0 .25"I NESC Ice/Wind (250D) '
' 32/OW/0 . 5"Ice Extreme Ice' (controlling case) , Equivalent to 16. 3 (deg F)
temperature increase
Results below for condition ' Initial RS '
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
1675 . 9 57 . 40 58 . 08 58 .77 59. 44 60 . 12 60 . 80 1415 28 . 88
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
1675 . 9 22 . 66 22 . 79 22 . 93 23. 06 23 . 19 23 . 32 1415 28 . 88
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
2285 2258 2232 2207 2182 2158
58

GROUP-2 L902 REBUILD DRAM — BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #64 from structure #1415 to structure #1414, start set #3 ' ' , end
set #4 "
Cable 3-8-7—strand ehs_steel — 4000.wir, Ruling span (ft) 1675. 67
Sagging data: Catenary (ft) 6046. 52, Horiz . Tension (lbs) 1650 . 7 Condition
I Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 0 .2 (deg F)
temperature increase
Weather cases for final after load:
' 15/4W/0 . 25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
' 15/6. 4W/0 .25"I NESC Ice/Wind (250D) '
' 32/OW/0 . 5"Ice Extreme Ice' (controlling case) , Equivalent to 15 . 3 (deg F)
temperature increase
Results below for condition ' Initial RS '
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
1675 . 9 56. 62 57 . 15 57 . 66 58 . 18 58 . 68 59. 19 1415 28 . 88
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
1675 . 9 22 . 50 22 . 61 22 .71 22 . 81 22 . 91 23 . 01 1415 28 . 88
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
1695 1680 1665 1650 1636 1622
59

GROUP-2 L902 REBUILD DRAM — BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #65 from structure #1415 to structure #1414, start set #10 end
set #11 "
Cable tern_acsr — 8000.wir, Ruling span (ft) 1674.77
Sagging data: Catenary (ft) 5010 . 38, Horiz . Tension (lbs) 4488 . 3 Condition
I Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 51 .2 (deg F)
temperature increase
Weather cases for final after load:
' 15/4W/0 . 25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
' 15/6. 4W/0 .25"I NESC Ice/Wind (250D) '
' 32/OW/0 . 5"Ice Extreme Ice' (controlling case) , Equivalent to 21 . 3 (deg F)
temperature increase
Results below for condition ' Initial RS '
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
1675 . 0 67 . 75 68 .57 69 .37 70 . 17 70 . 96 71 . 75 1415 28 . 84
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
1675 . 0 24 . 62 24 . 77 24 . 91 25. 05 25 . 19 25 . 33 1415 28 . 84
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
4648 4593 4540 4488 4438 4390
60

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #66 from structure #1414 to structure #1398, start set #1 ' ' , end
set #2 "
Cable DNO-12821_96f - 3500 .wir, Ruling span (ft) 779.49
Sagging data: Catenary (ft) 4203 . 75, Horiz . Tension (lbs) 1568 Condition I
Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 22 . 0 (deg F)
temperature increase
Weather cases for final after load:
115/4W/0.25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
115/6.4W/0.25"I NESC Ice/Wind (250D) '
' 32/OW/0.5"Ice Extreme Ice' (controlling case) , Equivalent to 8 .3 (deg F)
temperature increase
Results below for condition ' Initial RS'
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
454.2 5 . 68 5. 83 5. 98 6. 14 6.29 6. 44 1414 -7 . 76
551.2 8 . 36 8 .59 8 . 81 9.04 9.26 9. 48 1413 5.56
643. 8 11. 41 11 .72 12 . 02 12 .33 12 . 64 12 . 94 1412 -10 . 90
873.5 21. 00 21 .58 22 . 14 22 .71 23 .27 23. 83 1411 -19.45
732. 9 14. 78 15. 19 15.59 15. 98 16.38 16. 77 1410 -7 .73
599. 8 9. 90 10 . 17 10 .44 10 .70 10 . 97 11.23 1409 -5. 89
1064.2 31. 19 32 . 04 32 . 88 33.72 34 .56 35.39 1408 16. 09
683.3 12. 85 13.20 13.55 13. 89 14 .24 14 .58 1407 0 .55
855.4 20. 14 20 . 69 21 .23 21 .77 22 .31 22 . 85 1406 3. 19
911.7 22. 88 23.51 24 . 12 24 .74 25 .35 25. 96 1405 1 . 19
1048.3 30.26 31 . 09 31 . 90 32 .72 33 .53 34 .34 1404 9. 16
532.7 7. 81 8 . 02 8 .23 8 .44 8 . 65 8. 86 1403 -0 . 96
549.2 8. 30 8 .52 8 .75 8 . 97 9.19 9. 41 1402 -2 . 60
614. 8 10. 40 10 . 69 10 . 97 11 .25 11 .52 11. 80 1401 -7 .52
698.3 13. 42 13.79 14 . 15 14 .51 14 .87 15 .23 1400 -18 . 01
443.2 5. 40 5.55 5.70 5. 84 5 . 99 6. 13 1399 -1 . 48
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
454.2 7. 13 7 .22 7 .32 7 .41 7 . 50 7 .59 1414 -7 .76
551.2 8. 65 8 .76 8 . 88 8 . 99 9.10 9.21 1413 5.56
643. 8 10. 10 10 .24 10 .37 10 .50 10 . 63 10. 76 1412 -10 . 90
873.5 13. 71 13. 89 14 . 07 14 .25 14 .43 14 . 60 1411 -19.45
732. 9 11.50 11 . 66 11 . 81 11 . 96 12 .10 12 .25 1410 -7 .73
599. 8 9. 41 9.54 9. 66 9.78 9. 90 10. 02 1409 -5. 89
1064.2 16. 70 16. 93 17 . 15 17 .37 17 .58 17 . 79 1408 16. 09
683.3 10. 72 10 . 87 11 . 01 11 . 15 11 .28 11. 42 1407 0 .55
855.4 13. 42 13. 60 13.78 13. 96 14 .13 14 .30 1406 3. 19
911.7 14. 31 14 .50 14 . 69 14 . 88 15 .06 15.24 1405 1 . 19
1048.3 16. 45 16. 68 16. 89 17 . 11 17 .32 17 .52 1404 9. 16
532.7 8. 36 8 .47 8 .58 8 . 69 8 .80 8. 90 1403 -0 . 96
549.2 8. 61 8 .73 8 . 85 8 . 96 9.07 9. 18 1402 -2 . 60
61

GROUP-2 L902 REBUILD DRAM — BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
614. 8 9. 65 9 . 78 9 . 90 10 . 03 10 . 15 10 .27 1401 -7 . 52
698.3 10. 96 11 . 11 11 .25 11 . 39 11 . 53 11 . 67 1400 -18 . 01
443.2 6. 95 7 . 05 7 . 14 7 . 23 7 . 32 7 . 40 1399 -1 . 48
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
1695 1650 1608 1568 1530 1494
62

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #67 from structure #1414 to structure #1398, start set #3 ' ' , end
set #4 "
Cable 3-8-7-strand ehs_steel - 2800.wir, Ruling span (ft) 779.487
Sagging data: Catenary (ft) 4486. 45, Horiz . Tension (lbs) 1224 . 8 Condition
I Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 0 .2 (deg F)
temperature increase
Weather cases for final after load:
' 15/4W/0 . 25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
' 15/6. 4W/0 .25"I NESC Ice/Wind (250D) '
' 32/OW/0 . 5"Ice Extreme Ice' (controlling case) , Equivalent to 13 .2 (deg F)
temperature increase
Results below for condition ' Initial RS '
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
454 .2 5 . 41 5 .52 5 . 64 5. 75 5 . 87 5 . 98 1414 -7 . 76
551 .2 7 . 96 8 . 13 8 .30 8 . 47 8 . 64 8 . 80 1413 5. 56
643 . 8 10 . 87 11 . 10 11 .33 11 . 55 11 . 79 12 . 02 1412 -10 . 90
873 . 4 20 . 01 20 . 43 20 . 86 21 .28 21 . 71 22 . 13 1411 -19. 45
732 . 9 14 . 08 14 .38 14 . 68 14 . 98 15 .28 15 . 57 1410 -7 . 73
599. 8 9. 43 9 . 63 9 . 83 10 . 03 10 .23 10 . 43 1409 -5. 89
1064 .2 29. 70 30 .33 30 . 98 31 . 59 32 .23 32 . 86 1408 16. 09
683 .3 12 .24 12 .50 12 .76 13. 02 13 .28 13 . 54 1407 0 . 55
855 . 4 19. 18 19 .59 20 . 00 20 . 40 20 . 81 21 .22 1406 3. 19
911 . 7 21 . 79 22 .26 22 .73 23. 18 23 . 65 24 . 11 1405 1 . 19
1048 .3 28 . 82 29 . 43 30 . 05 30 . 65 31 .27 31 . 88 1404 9. 16
532 . 7 7 . 44 7 . 60 7 .76 7 . 91 8 . 07 8 .23 1403 -0 . 96
549.2 7 . 90 8 . 07 8 .24 8 . 41 8 . 58 8 . 74 1402 -2 . 60
614 . 8 9. 91 10 . 12 10 .33 10 . 54 10 . 75 10 . 96 1401 -7 . 52
698 . 4 12 . 79 13 . 06 13 .33 13. 60 13 . 87 14 . 14 1400 -18 . 01
443 .2 5 . 15 5 .26 5 .37 5. 47 5 . 58 5 . 69 1399 -1 . 48
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
454 .2 6. 95 7 . 03 7 . 10 7 . 17 7 .24 7 . 31 1414 -7 . 76
551 .2 8 . 44 8 .53 8 . 62 8 . 70 8 . 79 8 . 87 1413 5. 56
643 . 8 9. 86 9 . 96 10 . 07 10 . 17 10 .27 10 . 37 1412 -10 . 90
873 . 4 13 . 38 13 .52 13 . 66 13. 79 13 . 93 14 . 07 1411 -19. 45
732 . 9 11 .22 11 .34 11 .46 11 . 57 11 . 69 11 . 80 1410 -7 . 73
599. 8 9. 18 9 .28 9 .38 9. 47 9. 57 9. 66 1409 -5. 89
1064 .2 16. 30 16 . 47 16 . 65 16. 81 16. 98 17 . 14 1408 16. 09
683 .3 10 . 46 10 .57 10 . 68 10 . 79 10 . 90 11 . 00 1407 0 . 55
855 . 4 13 . 10 13 .24 13 .38 13. 51 13 . 64 13 . 78 1406 3. 19
911 . 7 13 . 96 14 . 11 14 .26 14 . 40 14 . 54 14 . 68 1405 1 . 19
1048 .3 16. 06 16 .23 16 .40 16. 56 16. 72 16. 89 1404 9. 16
532 . 7 8 . 16 8 .24 8 .33 8 . 41 8 . 50 8 . 58 1403 -0 . 96
549.2 8 . 41 8 .50 8 .59 8 . 67 8 . 76 8 . 84 1402 -2 . 60
63

GROUP-2 L902 REBUILD DRAM — BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
614 . 8 9. 41 9.51 9 . 61 9. 71 9. 81 9 . 90 1401 -7 . 52
698 . 4 10. 69 10 . 81 10 . 92 11 . 03 11 . 14 11 .25 1400 -18 . 01
443 .2 6. 78 6. 86 6. 93 7 . 00 7 . 07 7 . 13 1399 -1 . 48
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
1303 1275 1249 1225 1201 1178
64

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #68 from structure #1414 to structure #1398, start set #10 end
set #11 "
Cable tern_acsr - 8000.wir, Ruling span (ft) 779.486
Sagging data: Catenary (ft) 5338 . 13, Horiz . Tension (lbs) 4781 . 9 Condition
I Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 46 .2 (deg F)
temperature increase
Weather cases for final after load:
115/4W/0.25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
115/6.4W/0.25"I NESC Ice/Wind (250D) '
' 32/OW/0.5"Ice Extreme Ice' (controlling case) , Equivalent to 16.0 (deg F)
temperature increase
Results below for condition ' Initial RS'
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
453. 6 4 .22 4 .41 4 . 61 4 . 82 5 .03 5.23 1414 -7 . 55
551.2 6.23 6.52 6. 81 7 . 12 7 .42 7 . 72 1413 4 . 82
643. 8 8. 50 8 . 89 9.30 9.71 10 .13 10.54 1412 -10 . 94
873 .4 15. 64 16.37 17 . 12 17 . 88 18 . 65 19. 41 1411 -19.45
732. 9 11. 01 11 .53 12 . 05 12 .58 13 .12 13. 66 1410 -6.74
599. 8 7. 37 7 .72 8 . 07 8 .43 8 .79 9. 15 1409 -6. 10
1064.2 23.22 24 .31 25.41 26.54 27 . 68 28. 81 1408 15.31
683.3 9. 57 10 . 02 10 .47 10 . 94 11 .41 11. 87 1407 0 .55
855.4 15. 00 15.70 16.41 17 . 14 17 .88 18. 61 1406 3. 19
911.7 17. 04 17 . 84 18 . 65 19.48 20 .31 21. 14 1405 1 . 97
1048.3 22. 53 23.59 24 . 66 25.75 26.86 27 . 96 1404 8 .38
532.7 5. 82 6. 09 6.36 6. 65 6. 93 7 .21 1403 -0 . 18
549.2 6. 18 6.47 6.76 7 .06 7 .37 7 . 67 1402 -3.49
614. 8 7 . 75 8 . 11 8 .48 8 . 86 9.24 9 . 61 1401 -7 .37
698.4 10 . 00 10 .47 10 . 94 11 .43 11 . 92 12 . 40 1400 -18 . 01
442.5 4 . 01 4 .20 4 .39 4 .59 4 . 78 4 . 98 1399 -0 . 91
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
453. 6 6. 14 6.28 6.42 6.57 6.71 6. 84 1414 -7 .55
551.2 7. 46 7 . 63 7 . 81 7 . 98 8 .15 8.31 1413 4 . 82
643. 8 8. 72 8 . 92 9. 12 9.32 9.52 9. 71 1412 -10 . 94
873.4 11. 83 12 . 10 12 .37 12 . 65 12 . 91 13. 18 1411 -19.45
732. 9 9. 92 10 . 15 10 .38 10 . 61 10 .83 11. 05 1410 -6.74
599. 8 8. 12 8 .31 8 .50 8 . 68 8 .87 9. 05 1409 -6. 10
1064.2 14. 41 14 .75 15. 08 15.41 15 .74 16. 05 1408 15.31
683.3 9.25 9.47 9. 68 9. 89 10 .10 10.31 1407 0 .55
855.4 11. 58 11 . 85 12 . 12 12 .38 12 . 65 12 . 90 1406 3. 19
911.7 12. 35 12 . 63 12 . 91 13.20 13 .48 13. 75 1405 1 . 97
1048.3 14.20 14 .52 14 . 85 15. 18 15 .50 15. 81 1404 8 .38
532.7 7.21 7 .38 7 .54 7 .71 7 .87 8. 03 1403 -0 . 18
549.2 7. 43 7 . 61 7 .78 7 . 95 8 .12 8.28 1402 -3.49
65

GROUP-2 L902 REBUILD DRAM — BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
614 . 8 8 . 32 8 .52 8 . 71 8 . 90 9.09 9.27 1401 -7 . 37
698 . 4 9. 46 9 . 68 9 . 89 10 . 11 10 .33 10.53 1400 -18 . 01
442 . 5 5 . 99 6 . 13 6 .27 6. 41 6.54 6. 67 1399 -0 . 91
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
5465 5221 4994 4782 4585 4406
66

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #69 from structure #1398 to structure #1397, start set #1 end
set #2 "
Cable DNO-12821_96f - 4300 .wir, Ruling span (ft) 1397 .2
Sagging data: Catenary (ft) 5015.28, Horiz . Tension (lbs) 1870 . 7 Condition
I Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 26 . 9 (deg F)
temperature increase
Weather cases for final after load:
' 15/4W/0 . 25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
' 15/6. 4W/0 .25"I NESC Ice/Wind (250D) '
' 32/OW/0 . 5"Ice Extreme Ice' (controlling case) , Equivalent to 12 . 5 (deg F)
temperature increase
Results below for condition ' Initial RS '
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
1397 .3 46. 98 47 .57 48 . 16 48 . 74 49. 33 49. 90 1398 -12 . 92
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
1397 .3 20 . 50 20 . 63 20 .76 20 . 88 21 . 01 21 . 13 1398 -12 . 92
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
1940 1917 1893 1871 1848 1828
67

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #70 from structure #1398 to structure #1397, start set #3 ' ' , end
set #4 "
Cable 3-8-7—strand ehs_steel - 3500.wir, Ruling span (ft) 1397.17
Sagging data: Catenary (ft) 5258 . 97, Horiz . Tension (lbs) 1435 . 7 Condition
I Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 0 .2 (deg F)
temperature increase
Weather cases for final after load:
' 15/4W/0 . 25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
' 15/6. 4W/0 .25"I NESC Ice/Wind (250D) '
' 32/OW/0 . 5"Ice Extreme Ice' (controlling case) , Equivalent to 14 . 9 (deg F)
temperature increase
Results below for condition ' Initial RS '
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
1397 .2 45 . 13 45 .58 46 . 03 46. 47 46. 92 47 . 36 1398 -12 . 92
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
1397 .2 20 . 09 20 . 19 20 .29 20 . 39 20 . 49 20 . 58 1398 -12 . 92
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
1478 1464 1450 1436 1422 1409
68

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #71 from structure #1398 to structure #1397, start set #10 end
set #11 "
Cable tern_acsr - 8000.wir, Ruling span (ft) 1396. 18
Sagging data: Catenary (ft) 5093. 55, Horiz . Tension (lbs) 4562 . 8 Condition
I Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 50 . 8 (deg F)
temperature increase
Weather cases for final after load:
' 15/4W/0 . 25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
' 15/6. 4W/0 .25"I NESC Ice/Wind (250D) '
' 32/OW/0 . 5"Ice Extreme Ice' (controlling case) , Equivalent to 20 . 6 (deg F)
temperature increase
Results below for condition ' Initial RS '
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
1396.2 45 . 57 46 .35 47 . 14 47 . 91 48 . 70 49. 46 1398 -12 . 92
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
1396.2 20 . 19 20 .36 20 .53 20 . 70 20 . 87 21 . 03 1398 -12 . 92
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
4797 4717 4637 4563 4490 4421
69

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #72 from structure #1397 to structure #1375, start set #1 ' ' , end
set #2 "
Cable DNO-12821_96f - 3500 .wir, Ruling span (ft) 712.157
Sagging data: Catenary (ft) 4293.3, Horiz . Tension (lbs) 1601 . 4 Condition I
Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 22 . 0 (deg F)
temperature increase
Weather cases for final after load:
115/4W/0.25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
115/6.4W/0.25"I NESC Ice/Wind (250D) '
' 32/OW/0.5"Ice Extreme Ice' (controlling case) , Equivalent to 7 . 9 (deg F)
temperature increase
Results below for condition ' Initial RS'
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
688. 8 12. 58 13. 00 13.41 13. 82 14 .23 14 . 63 1397 -1 . 61
800. 0 16. 98 17 .54 18 . 10 18 . 65 19.20 19. 74 1396 3.52
764.3 15. 50 16. 01 16.52 17 .02 17 .53 18. 02 1395 -6.38
518 .4 7. 12 7 .36 7 . 60 7 . 83 8 .06 8.28 1394 -2 .29
514 . 0 7. 01 7 .24 7 .47 7 .70 7 . 93 8. 15 1393 -6. 96
662 .7 11. 65 12 . 03 12 .42 12 .79 13 .17 13.54 1392 -2 . 66
450.3 5. 38 5.56 5.73 5. 91 6.08 6.25 1391 -15.75
847.3 19. 05 19. 68 20 .31 20 . 92 21 .55 22 . 15 1390 -22 . 15
642. 8 10. 96 11 .32 11 . 68 12 .04 12 .40 12 . 74 1389 5. 87
742. 0 14. 61 15. 10 15.58 16.05 16.53 16. 99 1388 27 .49
497.5 6. 56 6.78 7 . 00 7 .21 7 .42 7 . 63 1387 2 . 10
998 . 0 26. 43 27 .31 28 . 18 29.03 29. 90 30. 73 1386 -11 . 61
792 . 8 16. 68 17 .24 17 .79 18 .33 18 .87 19. 40 1385 29.35
674. 1 12. 06 12 .46 12 . 86 13.24 13 . 64 14 . 02 1384 19.32
640.7 10. 89 11 .25 11 . 61 11 . 96 12 .32 12 . 66 1383 -11 . 14
603.4 9. 66 9. 98 10 .30 10 . 61 10 . 92 11.23 1382 4 .25
835.5 18. 52 19. 13 19.74 20 .34 20 . 95 21.53 1381 3.44
540. 1 7. 74 7 . 99 8 .25 8 .50 8 .75 8. 99 1380 -6.79
569. 0 8. 59 8 . 87 9. 15 9.43 9.71 9. 98 1379 -0 . 64
605.4 9. 72 10 . 04 10 .36 10 . 68 11 .00 11.30 1378 7 .42
651. 9 11.27 11 . 65 12 . 02 12 .38 12 .75 13. 11 1377 -5. 60
772.3 15. 82 16.35 16. 87 17 .38 17 .89 18.39 1376 6.40
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
688. 8 10. 61 10 .78 10 . 95 11 . 12 11 .28 11. 44 1397 -1 . 61
800. 0 12. 32 12 .53 12 .72 12 . 91 13 .11 13.29 1396 3.52
764.3 11. 77 11 . 97 12 . 16 12 .34 12 .52 12 . 69 1395 -6.38
518.4 7. 98 8 . 11 8 .24 8 .37 8 .49 8. 61 1394 -2 .29
514 . 0 7. 92 8 . 05 8 . 17 8 .30 8 . 42 8.54 1393 -6. 96
662.7 10.21 10 .37 10 .54 10 .70 10 . 85 11 . 00 1392 -2 . 66
450.3 6. 94 7 . 05 7 . 16 7 . 27 7 . 38 7 . 48 1391 -15.75
70

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
847.3 13. 05 13.27 13.48 13. 68 13 .88 14 . 08 1390 -22 . 15
642. 8 9. 90 10 . 06 10 .22 10 .38 10 .53 10. 68 1389 5. 87
742. 0 11. 43 11 . 62 11 . 80 11 . 98 12 .16 12 .33 1388 27 .49
497.5 7. 66 7 .79 7 . 91 8 .03 8 .15 8.26 1387 2 . 10
998. 0 15. 37 15. 63 15. 88 16. 11 16.35 16.58 1386 -11 . 61
792. 8 12.22 12 .42 12 . 61 12 . 80 12 . 99 13. 17 1385 29.35
674. 1 10. 39 10 .56 10 .72 10 . 88 11 .04 11 .20 1384 19.32
640.7 9. 87 10 . 03 10 . 19 10 .34 10 .50 10 . 64 1383 -11 . 14
603 .4 9.29 9.45 9. 60 9.74 9.88 10 . 02 1382 4 .25
835.5 12. 87 13. 08 13.29 13.49 13 . 69 13 . 88 1381 3.44
540 . 1 8. 32 8 .46 8 .59 8 .72 8 .85 8. 97 1380 -6.79
569. 0 8. 76 8 . 91 9. 05 9. 18 9.32 9. 45 1379 -0 . 64
605.4 9. 32 9.48 9. 63 9.77 9. 92 10. 05 1378 7 .42
651. 9 10. 04 10 .21 10 .37 10 .52 10 . 68 10. 83 1377 -5. 60
772.3 11 . 90 12 . 09 12 .28 12 .47 12 . 65 12 . 83 1376 6.40
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
1759 1702 1650 1601 1555 1513
71

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #73 from structure #1397 to structure #1375, start set #3 " , end
set #4 "
Cable 3-8-7-strand ehs_steel - 2800.wir, Ruling span (ft) 712 .161
Sagging data: Catenary (ft) 4656. 04, Horiz . Tension (lbs) 1271 . 1 Condition
I Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 0 .2 (deg F)
temperature increase
Weather cases for final after load:
115/4W/0.25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
115/6.4W/0.25"I NESC Ice/Wind (250D) '
' 32/OW/0.5"Ice Extreme Ice' (controlling case) , Equivalent to 12 .5 (deg F)
temperature increase
Results below for condition ' Initial RS'
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
688. 8 11. 82 12 . 13 12 .44 12 .74 13 .05 13.35 1397 -1 . 61
800. 0 15. 95 16.36 16.78 17 . 19 17 . 60 18. 01 1396 3.52
764.4 14. 56 14 . 94 15.32 15. 69 16.07 16. 44 1395 -6.38
518 .3 6. 69 6. 87 7 . 04 7 .21 7 .39 7 .56 1394 -2 .29
514 . 0 6. 58 6 .75 6. 93 7 . 10 7 .26 7 . 43 1393 -6. 96
662 .7 10. 94 11 .23 11 .51 11 .79 12 .08 12 .36 1392 -2 . 66
450.3 5. 05 5. 19 5.32 5.45 5 .58 5. 71 1391 -15.75
847.3 17. 90 18 .36 18 . 83 19.29 19.75 20.21 1390 -22 . 15
642. 8 10. 30 10 .56 10 . 83 11 . 10 11 .36 11. 63 1389 5. 87
742. 0 13. 73 14 . 09 14 .44 14 . 80 15 .15 15.50 1388 27 .49
497.5 6. 17 6.33 6.49 6. 65 6.81 6. 96 1387 2 . 10
998 . 0 24 . 83 25.48 26. 13 26.77 27 .41 28. 04 1386 -11 . 61
792 . 8 15. 68 16. 08 16.49 16. 90 17 .30 17 . 70 1385 29.35
674.2 11. 33 11 . 62 11 . 92 12 .21 12 . 50 12 . 79 1384 19.32
640.7 10.23 10 .50 10 .76 11 .03 11 .29 11.55 1383 -11 . 14
603.4 9. 07 9.31 9.54 9.78 10 .01 10.24 1382 4 .25
835.5 17. 40 17 . 85 18 .31 18 .75 19.20 19. 65 1381 3.44
540.2 7.27 7 .46 7 . 65 7 . 84 8 . 02 8.21 1380 -6.79
569. 0 8. 07 8 .28 8 .49 8 . 69 8 . 90 9. 11 1379 -0 . 64
605.4 9. 13 9.37 9. 61 9. 84 10 . 08 10.31 1378 7 .42
651 . 9 10. 59 10 . 87 11 . 14 11 .42 11 . 69 11. 96 1377 -5. 60
772 .3 14 . 86 15.25 15. 64 16.02 16. 40 16. 79 1376 6.40
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
688. 8 10.28 10 .42 10 .55 10 . 68 10 .80 10. 93 1397 -1 . 61
800. 0 11. 94 12 . 10 12 .25 12 .40 12 .55 12 . 69 1396 3.52
764.4 11. 41 11 .56 11 .71 11 . 85 11 . 99 12 . 13 1395 -6.38
518.3 7. 74 7 . 84 7 . 94 8 . 03 8 . 13 8.22 1394 -2 .29
514 . 0 7. 67 7 .77 7 . 87 7 . 97 8 . 06 8. 15 1393 -6. 96
662.7 9. 89 10 . 02 10 . 15 10 . 27 10 . 39 10.51 1392 -2 . 66
450.3 6. 72 6 . 81 6. 90 6. 98 7 . 06 7 . 14 1391 -15.75
72

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
847.3 12. 65 12 . 82 12 . 98 13. 14 13 .29 13. 45 1390 -22 . 15
642. 8 9. 60 9.72 9. 84 9. 96 10 .08 10.20 1389 5. 87
742. 0 11. 08 11 .22 11 .37 11 .50 11 . 64 11. 78 1388 27 .49
497.5 7. 43 7 .52 7 . 62 7 .71 7 .80 7 . 89 1387 2 . 10
998. 0 14 . 90 15. 10 15.29 15.47 15 . 66 15. 84 1386 -11 . 61
792. 8 11. 84 11 . 99 12 . 15 12 .29 12 .44 12 .58 1385 29.35
674.2 10. 07 10 .20 10 .33 10 .45 10 .57 10. 70 1384 19.32
640.7 9. 57 9. 69 9. 81 9. 93 10 .05 10. 17 1383 -11 . 14
603 .4 9. 01 9. 12 9.24 9.35 9.46 9.57 1382 4 .25
835.5 12. 48 12 . 64 12 . 80 12 . 95 13 .11 13.26 1381 3.44
540 .2 8. 06 8 . 17 8 .27 8 .37 8 .47 8.57 1380 -6.79
569. 0 8. 49 8 . 60 8 .71 8 . 82 8 . 92 9. 03 1379 -0 . 64
605.4 9. 04 9. 15 9.27 9.38 9.49 9. 60 1378 7 .42
651. 9 9. 73 9. 86 9. 98 10 . 10 10 .22 10.34 1377 -5. 60
772.3 11. 53 11 . 68 11 . 83 11 . 97 12 .11 12 .25 1376 6.40
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
1370 1335 1302 1271 1242 1213
73

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #74 from structure #1397 to structure #1375, start set #10 end
set #11 "
Cable tern_acsr - 9000.wir, Ruling span (ft) 712 .105
Sagging data: Catenary (ft) 6585.73, Horiz . Tension (lbs) 5899. 5 Condition
I Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 50 .4 (deg F)
temperature increase
Weather cases for final after load:
115/4W/0.25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
115/6.4W/0.25"I NESC Ice/Wind (250D) '
' 32/OW/0.5"Ice Extreme Ice' (controlling case) , Equivalent to 18 . 8 (deg F)
temperature increase
Results below for condition ' Initial RS'
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
688.3 7. 70 8 . 11 8 .54 9.00 9.48 9. 98 1397 -1 . 44
800. 0 10. 41 10 . 96 11 .54 12 . 16 12 .80 13. 48 1396 2 . 74
764.3 9. 50 10 . 00 10 .53 11 . 10 11 . 69 12 .31 1395 -6.34
518 .3 4 . 37 4 . 60 4 . 84 5. 10 5 .37 5. 66 1394 -2 .29
514 . 0 4 . 30 4 .52 4 .76 5.02 5 .28 5.57 1393 -6.22
662 .7 7. 14 7 .52 7 . 91 8 .34 8 .78 9.25 1392 -3.40
450.3 3. 30 3.47 3. 66 3. 85 4 .06 4 .27 1391 -15.79
847.3 11. 68 12 .30 12 . 94 13. 64 14 .36 15. 13 1390 -22 . 15
642. 8 6. 72 7 . 08 7 .45 7 . 85 8 .26 8 . 71 1389 6. 65
742. 0 8. 96 9.43 9. 93 10 .47 11 .02 11 . 61 1388 26.71
497.5 4. 03 4 .24 4 .46 4 .70 4 . 95 5.21 1387 2 . 10
998 . 0 16.20 17 . 06 17 . 96 18 . 93 19. 93 20. 99 1386 -10 . 83
792 . 8 10.23 10 .77 11 .34 11 . 95 12 .58 13.25 1385 29.35
674. 1 7. 39 7 .78 8 . 19 8 . 64 9.09 9.58 1384 18 .54
640.7 6. 68 7 . 03 7 .40 7 . 80 8 .21 8. 65 1383 -10 .36
603.4 5. 92 6.23 6.56 6. 92 7 .28 7 . 67 1382 4 .25
835.5 11. 35 11 . 95 12 .58 13.26 13 . 96 14 . 71 1381 2 . 66
540. 1 4 . 74 5. 00 5.26 5.54 5 .83 6. 15 1380 -6.75
569. 0 5.26 5.54 5. 84 6. 15 6.48 6. 82 1379 0 . 10
605.4 5. 96 6.28 6. 61 6. 96 7 .33 7 . 72 1378 6. 69
651. 9 6. 91 7 .28 7 . 66 8 .07 8 .50 8. 95 1377 -4 . 65
771.7 9. 69 10 .20 10 .74 11 .32 11 . 91 12 .55 1376 6. 03
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
688.3 8. 30 8 .52 8 .74 8 . 97 9.21 9. 45 1397 -1 . 44
800 . 0 9. 65 9. 90 10 . 16 10 .43 10 .70 10. 98 1396 2 . 74
764.3 9.22 9.46 9.71 9. 96 10 .22 10. 49 1395 -6. 34
518.3 6.25 6 . 41 6.58 6.76 6. 93 7 . 12 1394 -2 .29
514 . 0 6.20 6 .36 6.53 6.70 6.87 7 . 06 1393 -6.22
662.7 7. 99 8 .20 8 .41 8 . 64 8 .86 9. 10 1392 -3.40
450.3 5. 43 5.57 5.72 5. 87 6.02 6. 18 1391 -15.79
74

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
847.3 10.22 10 .49 10 .76 11 .05 11 .33 11. 63 1390 -22 . 15
642. 8 7. 75 7 . 96 8 . 16 8 .38 8 . 60 8. 82 1389 6. 65
742. 0 8. 95 9 . 19 9.42 9. 68 9. 93 10 . 19 1388 26.71
497.5 6. 00 6 . 16 6.32 6.49 6. 65 6. 83 1387 2 . 10
998. 0 12. 04 12 .35 12 . 67 13.01 13 .35 13. 70 1386 -10 . 83
792. 8 9. 57 9. 82 10 . 07 10 .34 10 . 61 10. 89 1385 29.35
674. 1 8. 13 8 .34 8 .56 8 .79 9.02 9.26 1384 18 .54
640.7 7. 73 7 . 93 8 . 14 8 .35 8 .57 8. 80 1383 -10 .36
603 .4 7.28 7 .47 7 . 66 7 . 87 8 .07 8.28 1382 4 .25
835.5 10. 08 10 .34 10 . 61 10 . 89 11 .18 11 . 47 1381 2 . 66
540 . 1 6. 51 6. 68 6. 86 7 . 04 7 .22 7 . 41 1380 -6.75
569. 0 6. 86 7 . 04 7 .22 7 . 42 7 . 61 7 . 81 1379 0 . 10
605.4 7. 30 7 .49 7 . 69 7 . 89 8 . 10 8 . 31 1378 6. 69
651. 9 7. 86 8 . 07 8 .28 8 . 50 8 . 72 8 . 95 1377 -4 . 65
771.7 9. 31 9 .55 9. 80 10 . 06 10 . 32 10.59 1376 6. 03
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
6887 6541 6214 5896 5600 5316
75

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #75 from structure #1375 to structure #1353, start set #1 end
set #2 "
Cable DNO-12821_96f - 3200 .wir, Ruling span (ft) 745. 666
Sagging data: Catenary (ft) 3745 . 58, Horiz . Tension (lbs) 1397 . 1 Condition
I Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 19 . 5 (deg F)
temperature increase
Weather cases for final after load:
115/4W/0.25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
115/6.4W/0.25"I NESC Ice/Wind (250D) '
' 32/OW/0.5"Ice Extreme Ice' (controlling case) , Equivalent to 6. 9 (deg F)
temperature increase
Results below for condition ' Initial RS'
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
660.4 13. 58 13. 91 14 .24 14 .57 14 .89 15.21 1375 -9. 00
662. 9 13. 68 14 . 01 14 .34 14 . 68 15 .00 15.33 1374 -6. 81
695.5 15. 05 15.42 15.79 16. 16 16.51 16. 87 1373 -5. 09
602.2 11.29 11 .56 11 . 84 12 . 12 12 .38 12 . 65 1372 -12 . 18
814.2 20. 64 21 . 15 21 . 65 22 . 16 22 . 64 23. 13 1371 -20 .74
703.3 15. 39 15.77 16. 14 16.52 16.88 17 .25 1370 2 . 90
684. 9 14 . 60 14 . 96 15.31 15. 67 16.01 16.36 1369 4 .59
615. 0 11. 78 12 . 07 12 .35 12 . 64 12 . 91 13.20 1368 18 . 13
774.2 18. 66 19. 12 19.57 20 .03 20 .47 20. 91 1367 17 .23
547. 9 9. 34 9.57 9.79 10 .02 10 .24 10 . 46 1366 -1 . 66
453.3 6. 39 6.55 6.71 6. 86 7 .01 7 . 16 1365 -3.74
644.7 12. 94 13.26 13.57 13. 89 14 .19 14 .50 1364 8 . 66
949. 1 28. 05 28 .74 29.42 30 . 11 30 .77 31. 44 1363 2 .59
713. 6 15. 85 16.24 16. 63 17 .02 17 .38 17 . 76 1362 9.76
866. 6 23. 39 23. 96 24 .53 25. 10 25 . 65 26.21 1361 -15.24
945.2 27. 82 28 .51 29. 18 29. 87 30 .52 31. 18 1360 14 .43
739.3 17. 01 17 .43 17 . 84 18 .26 18 . 66 19. 07 1359 2 .44
991.4 30. 61 31 .36 32 . 11 32 . 86 33 .57 34 .31 1358 -8 .54
604.7 11. 38 11 . 66 11 . 93 12 .21 12 .48 12 . 75 1357 4 . 65
777. 9 18. 84 19.30 19.76 20 .22 20 . 66 21. 11 1356 3.33
373 .7 4. 35 4 .45 4 .56 4 . 67 4 .77 4 . 87 1355 -10 . 85
418 .7 5. 46 5.59 5.72 5. 86 5 . 98 6. 11 1354 -10 . 94
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
660.4 11. 02 11 . 15 11 .28 11 .42 11 .54 11. 66 1375 -9. 00
662. 9 11. 06 11 .20 11 .33 11 .46 11 .58 11. 71 1374 -6. 81
695.5 11. 60 11 . 75 11 . 88 12 .02 12 .15 12 .28 1373 -5. 09
602.2 10. 05 10 . 17 10 .29 10 .41 10 .52 10. 64 1372 -12 . 18
814.2 13. 59 13.75 13. 92 14 .08 14 .23 14 . 38 1371 -20 .74
703.3 11. 73 11 . 88 12 . 02 12 . 16 12 .29 12 . 42 1370 2 . 90
684. 9 11. 43 11 .57 11 .70 11 . 84 11 . 97 12 . 10 1369 4 .59
76

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
615. 0 10 .26 10 .39 10 .51 10 . 63 10 .75 10. 86 1368 18 . 13
774 .2 12 . 92 13. 08 13.23 13.39 13 .53 13. 68 1367 17 . 23
547. 9 9. 14 9.25 9.36 9.47 9.57 9. 67 1366 -1 . 66
453 .3 7. 56 7 . 65 7 .74 7 . 83 7 . 92 8. 00 1365 -3. 74
644.7 10. 76 10 . 89 11 . 02 11 . 15 11 .27 11.39 1364 8 . 66
949. 1 15. 84 16. 03 16.22 16.41 16.59 16. 77 1363 2 . 59
713. 6 11. 91 12 . 05 12 . 19 12 .34 12 .47 12 . 60 1362 9. 76
866. 6 14 . 46 14 . 64 14 . 81 14 . 98 15 .15 15.31 1361 -15. 24
945.2 15. 78 15. 97 16. 16 16.34 16.52 16. 70 1360 14 . 43
739.3 12. 34 12 .49 12 . 63 12 .78 12 . 92 13. 06 1359 2 . 44
991.4 16. 55 16.75 16. 95 17 . 14 17 .33 17 .52 1358 -8 .54
604.7 10. 09 10 .21 10 .33 10 .45 10 .56 10. 68 1357 4 . 65
777. 9 12. 98 13 . 14 13.29 13.45 13 .59 13. 74 1356 3.33
373.7 6.24 6 .31 6.39 6.46 6.53 6. 60 1355 -10 . 85
418.7 6. 99 7 . 07 7 . 15 7 .24 7 .32 7 .39 1354 -10 . 94
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
1499 1463 1429 1397 1367 1338
77

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #76 from structure #1375 to structure #1353, start set #3 ' ' , end
set #4 "
Cable 3-8-7-strand ehs_steel - 2500.wir, Ruling span (ft) 745. 665
Sagging data: Catenary (ft) 3823.44, Horiz . Tension (lbs) 1043. 8 Condition
I Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 0.2 (deg F)
temperature increase
Weather cases for final after load:
115/4W/0.25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
115/6.4W/0.25"I NESC Ice/Wind (250D) '
' 32/OW/0.5"Ice Extreme Ice' (controlling case) , Equivalent to 13 .5 (deg F)
temperature increase
Results below for condition ' Initial RS'
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
660.4 13. 54 13.79 14 . 03 14 .27 14 .51 14 . 75 1375 -9. 00
662. 9 13. 64 13. 89 14 . 13 14 .38 14 . 62 14 . 86 1374 -6. 81
695.4 15. 02 15.29 15.55 15. 83 16.09 16.35 1373 -5. 09
602.2 11.26 11 .46 11 . 66 11 . 87 12 .07 12 .26 1372 -12 . 18
814.2 20 . 59 20 . 96 21 .33 21 .71 22 .07 22 . 43 1371 -20 .74
703.2 15. 35 15. 63 15. 91 16. 18 16.45 16. 72 1370 2 . 90
684. 9 14 . 56 14 . 82 15. 08 15.35 15 . 60 15. 86 1369 4 .59
615. 0 11. 75 11 . 96 12 . 17 12 .38 12 .59 12 . 79 1368 18 . 13
774.2 18. 62 18 . 95 19.28 19. 62 19. 95 20.28 1367 17 .23
547. 9 9. 32 9.48 9. 65 9. 82 9. 98 10. 15 1366 -1 . 66
453.3 6. 38 6.49 6. 61 6.72 6.83 6. 95 1365 -3.74
644. 8 12. 91 13. 14 13.37 13. 60 13 .83 14 . 06 1364 8 . 66
949. 1 27. 98 28 .48 28 . 98 29.49 29. 98 30. 48 1363 2 .59
713. 6 15. 81 16. 10 16.38 16. 67 16. 94 17 .22 1362 9.76
866. 6 23. 33 23.75 24 . 17 24 .59 25 .00 25. 41 1361 -15.24
945.2 27. 75 28 .25 28 .75 29.26 29.74 30.23 1360 14 .43
739.3 16. 97 17 .28 17 .58 17 . 89 18 .19 18. 49 1359 2 .44
991.4 30. 53 31 . 08 31 . 63 32 . 19 32 .72 33.26 1358 -8 .54
604.7 11. 35 11 .55 11 .76 11 . 96 12 .16 12 .36 1357 4 . 65
777. 9 18. 79 19. 13 19.47 19. 81 20 .14 20. 47 1356 3.33
373 .7 4. 34 4 .41 4 .49 4 .57 4 . 65 4 . 72 1355 -10 . 85
418 .7 5. 44 5.54 5. 64 5.74 5 .83 5. 93 1354 -10 . 94
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
660.4 11. 01 11 . 10 11 .20 11 .30 11 .39 11. 49 1375 -9. 00
662. 9 11. 05 11 . 15 11 .24 11 .34 11 .43 11.53 1374 -6. 81
695.4 11. 59 11 . 69 11 . 80 11 . 90 12 .00 12 . 09 1373 -5. 09
602.2 10. 04 10 . 13 10 .21 10 .30 10 .39 10. 47 1372 -12 . 18
814.2 13. 57 13. 69 13 . 81 13. 93 14 .05 14 . 16 1371 -20 .74
703.2 11. 72 11 . 82 11 . 93 12 .03 12 .13 12 .23 1370 2 . 90
684. 9 11. 41 11 .51 11 . 62 11 .72 11 .81 11 . 91 1369 4 .59
78

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
615. 0 10.25 10 .34 10 .43 10 .52 10 . 61 10. 70 1368 18 . 13
774 .2 12. 90 13. 02 13 . 13 13.25 13 .36 13. 47 1367 17 . 23
547. 9 9. 13 9.21 9.29 9.37 9.45 9.53 1366 -1 . 66
453 .3 7. 55 7 . 62 7 . 69 7 .75 7 .82 7 . 88 1365 -3. 74
644. 8 10. 74 10 . 84 10 . 94 11 .03 11 .12 11.21 1364 8 . 66
949. 1 15. 82 15. 96 16. 10 16.24 16.38 16.51 1363 2 . 59
713. 6 11. 89 12 . 00 12 . 10 12 .21 12 .31 12 . 41 1362 9. 76
866. 6 14 . 45 14 .57 14 .70 14 . 83 14 . 95 15. 08 1361 -15. 24
945.2 15. 76 15. 90 16. 04 16. 18 16.31 16. 44 1360 14 . 43
739.3 12. 32 12 .43 12 .54 12 . 65 12 .75 12 . 86 1359 2 . 44
991.4 16. 53 16. 67 16 . 82 16. 97 17 .11 17 .25 1358 -8 .54
604.7 10. 08 10 . 17 10 .25 10 .34 10 .43 10.52 1357 4 . 65
777. 9 12. 96 13. 08 13. 19 13.31 13 .42 13.53 1356 3.33
373.7 6.23 6.28 6.34 6.39 6.45 6.50 1355 -10 . 85
418.7 6. 98 7 . 04 7 . 10 7 . 16 7 .22 7 .28 1354 -10 . 94
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
1100 1080 1062 1044 1027 1010
79

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #77 from structure #1375 to structure #1353, start set #10 end
set #11 "
Cable tern_acsr - 9000.wir, Ruling span (ft) 745. 65
Sagging data: Catenary (ft) 6450 . 88, Horiz . Tension (lbs) 5778 . 7 Condition
I Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 50 . 4 (deg F)
temperature increase
Weather cases for final after load:
115/4W/0.25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
115/6.4W/0.25"I NESC Ice/Wind (250D) '
' 32/OW/0.5"Ice Extreme Ice' (controlling case) , Equivalent to 19.2 (deg F)
temperature increase
Results below for condition ' Initial RS'
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
660. 0 7.27 7 . 64 8 . 03 8 .45 8 .88 9.31 1375 -9. 57
662. 9 7. 33 7 .71 8 . 10 8 .52 8 . 95 9.39 1374 -5. 86
695.4 8. 07 8 .48 8 . 92 9.38 9.86 10.34 1373 -6. 03
602.2 6. 05 6.36 6. 69 7 .03 7 .39 7 . 75 1372 -11 .45
814.2 11. 07 11 . 63 12 .23 12 . 86 13 .51 14 . 18 1371 -20 .74
703.3 8.26 8 . 68 9. 12 9.59 10 .08 10.57 1370 2 . 90
684. 9 7. 83 8 .23 8 . 65 9. 10 9.56 10. 03 1369 4 .59
615. 0 6. 32 6. 64 6. 98 7 .34 7 .71 8. 09 1368 17 .35
774.2 10. 01 10 .52 11 . 06 11 . 63 12 .22 12 . 82 1367 17 .23
547. 9 5. 01 5.26 5.54 5. 82 6.12 6. 42 1366 -1 . 62
453.3 3. 43 3. 60 3.79 3. 98 4 .19 4 .39 1365 -3. 00
644.7 6. 94 7 .29 7 . 67 8 .06 8 .47 8. 89 1364 7 . 88
949. 1 15. 04 15. 80 16. 62 17 .47 18 .36 19.26 1363 2 .59
713. 6 8. 50 8 . 93 9.39 9. 88 10 .38 10. 89 1362 9.76
866. 6 12. 54 13. 18 13. 85 14 .57 15 .31 16. 06 1361 -14 .46
945.2 14. 92 15. 67 16.48 17 .33 18 .21 19. 11 1360 13. 65
739.3 9. 12 9.59 10 . 08 10 . 60 11 .14 11. 69 1359 2 .44
991.4 16. 41 17 .24 18 . 13 19.07 20 .03 21. 02 1358 -7 .27
604.7 6. 10 6.41 6.74 7 .09 7 .45 7 . 82 1357 3.37
777. 9 10. 10 10 . 62 11 . 16 11 .74 12 .33 12 . 94 1356 3.33
373.7 2. 33 2 .45 2 .58 2 .71 2 .85 2 . 99 1355 -10 . 81
418.2 2. 92 3. 07 3.23 3.39 3 .56 3. 74 1354 -10 .37
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
660. 0 8. 06 8 .27 8 .48 8 . 69 8 . 91 9. 13 1375 -9.57
662. 9 8. 10 8 .30 8 .51 8 .73 8 . 95 9. 17 1374 -5. 86
695.4 8. 50 8 .71 8 . 93 9. 16 9.39 9. 62 1373 -6. 03
602.2 7. 36 7 .54 7 . 73 7 . 93 8 .13 8.33 1372 -11 .45
814.2 9. 95 10 .20 10 . 46 10 .73 10 . 99 11.26 1371 -20 .74
703.3 8. 59 8 . 81 9 . 03 9.26 9.49 9. 73 1370 2 . 90
684. 9 8. 37 8 .58 8 . 80 9.02 9.25 9. 47 1369 4 .59
80

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
615 . 0 7 . 52 7 . 70 7 . 90 8 . 10 8 . 30 8 . 51 1368 17 . 35
774 .2 9. 46 9 . 70 9 . 95 10 .20 10 . 45 10 . 71 1367 17 . 23
547 . 9 6. 69 6 . 86 7 . 04 7 . 22 7 . 40 7 . 58 1366 -1 . 62
453 . 3 5 . 54 5 . 68 5 . 82 5. 97 6. 12 6 .27 1365 -3. 00
644 . 7 7 . 88 8 . 08 8 .28 8 . 49 8 . 70 8 . 92 1364 7 . 88
949. 1 11 . 60 11 . 89 12 . 19 12 . 50 12 . 81 13 . 13 1363 2 . 59
713 . 6 8 . 72 8 . 94 9 . 17 9. 40 9. 63 9. 87 1362 9. 76
866. 6 10 . 59 10 . 86 11 . 13 11 . 42 11 . 70 11 . 99 1361 -14 . 46
945 .2 11 . 55 11 . 84 12 . 14 12 . 45 12 . 76 13 . 07 1360 13. 65
739. 3 9. 03 9 .26 9 .50 9. 74 9. 98 10 .22 1359 2 . 44
991 . 4 12 . 11 12 . 42 12 . 73 13 . 06 13 . 39 13 . 71 1358 -7 . 27
604 . 7 7 . 39 7 .57 7 . 77 7 . 96 8 . 16 8 . 36 1357 3. 37
777 . 9 9. 51 9 . 74 9 . 99 10 .25 10 . 50 10 . 76 1356 3. 33
373 . 7 4 . 57 4 . 68 4 . 80 4 . 92 5 . 05 5 . 17 1355 -10 . 81
418 .2 5 . 11 5 .24 5 .37 5. 51 5 . 65 5 . 78 1354 -10 . 37
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
6710 6385 6073 5775 5496 5239
81

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #78 from structure #1353 to structure #1352, start set #1 " , end
set #2 "
Cable DNO-12821_96f - 4300.wir, Ruling span (ft) 1295.55
Sagging data: Catenary (ft) 5089.01, Horiz . Tension (lbs) 1898 .2 Condition
I Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 26. 9 (deg F)
temperature increase
Weather cases for final after load:
115/4W/0.25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
115/6.4W/0.25"I NESC Ice/Wind (250D) '
' 32/OW/0.5"Ice Extreme Ice' (controlling case) , Equivalent to 12 .5 (deg F)
temperature increase
Results below for condition ' Initial RS'
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
1295 . 6 39. 54 40 . 13 40 .72 41 .29 41 .86 42 . 43 1353 10 .26
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
1295. 6 18. 81 18 . 95 19. 08 19.22 19.35 19. 48 1353 10 .26
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
1982 1953 1925 1898 1872 1847
82

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #79 from structure #1353 to structure #1352, start set #3 " , end
set #4 "
Cable 3-8-7-strand ehs_steel - 3500.wir, Ruling span (ft) 1295.54
Sagging data: Catenary (ft) 5379. 85, Horiz . Tension (lbs) 1468 . 7 Condition
I Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 0.2 (deg F)
temperature increase
Weather cases for final after load:
115/4W/0.25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
115/6.4W/0.25"I NESC Ice/Wind (250D) '
' 32/OW/0.5"Ice Extreme Ice' (controlling case) , Equivalent to 14 .2 (deg F)
temperature increase
Results below for condition ' Initial RS'
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
1295. 6 37. 71 38 . 15 38 . 60 39.06 39.48 39. 92 1353 10 .26
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
1295. 6 18. 36 18 .47 18 .58 18 . 69 18 .79 18. 90 1353 10 .26
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
1521 1503 1486 1468 1453 1437
83

GROUP-2 L902 REBUILD DRAM — BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #80 from structure #1353 to structure #1352, start set #10 end
set #11 "
Cable tern_acsr — 9000.wir, Ruling span (ft) 1294.72
Sagging data: Catenary (ft) 5970 . 98, Horiz . Tension (lbs) 5348 . 8 Condition
I Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 56 . 1 (deg F)
temperature increase
Weather cases for final after load:
' 15/4W/0 . 25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
' 15/6. 4W/0 .25"I NESC Ice/Wind (250D) '
' 32/OW/0 . 5"Ice Extreme Ice' (controlling case) , Equivalent to 25 . 8 (deg F)
temperature increase
Results below for condition ' Initial RS '
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
1294 . 8 32 . 69 33 .51 34 .32 35. 13 35 . 94 36. 73 1353 10 . 26
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
1294 . 8 17 . 10 17 .31 17 .52 17 . 73 17 . 93 18 . 13 1353 10 . 26
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
5747 5608 5475 5348 5229 5116
84

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #81 from structure #1352 to structure #1338, start set #1 end
set #2 "
Cable DNO-12821_96f - 3800 .wir, Ruling span (ft) 781.392
Sagging data: Catenary (ft) 4768 . 9, Horiz . Tension (lbs) 1778 . 8 Condition I
Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 24 . 1 (deg F)
temperature increase
Weather cases for final after load:
115/4W/0.25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
115/6.4W/0.25"I NESC Ice/Wind (250D) '
' 32/OW/0.5"Ice Extreme Ice' (controlling case) , Equivalent to 9. 0 (deg F)
temperature increase
Results below for condition ' Initial RS'
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
638. 1 9. 73 10 . 05 10 .36 10 . 68 10 . 99 11.30 1352 3. 96
356. 0 3. 03 3. 13 3.23 3.33 3 .42 3.52 1351 -9. 67
1020.2 24. 88 25.70 26.51 27 .32 28 .12 28. 91 1350 -4 . 14
884 . 9 18. 72 19.34 19. 94 20 .55 21 .15 21. 75 1349 10 . 09
997 . 6 23. 79 24 .58 25.35 26. 12 26.89 27 . 64 1348 -3.50
473. 8 5. 36 5.54 5.71 5. 89 6.06 6.23 1347 -3.31
433.4 4. 49 4 . 64 4 .78 4 . 93 5 .07 5.21 1346 -3. 69
1009. 0 24. 33 25. 14 25. 93 26.72 27 .50 28.28 1345 -4 .33
500.3 5. 98 6. 18 6.37 6.57 6.76 6. 95 1344 8 .33
472. 6 5. 34 5.51 5. 69 5. 86 6.03 6.20 1343 -10 .50
688. 6 11. 33 11 .71 12 . 07 12 .44 12 .81 13. 16 1342 -3. 67
818 . 6 16. 01 16.54 17 . 06 17 .59 18 .10 18. 61 1341 -4 . 81
549.5 7.21 7 .45 7 . 69 7 . 92 8 .15 8.38 1340 4 . 14
621. 0 9.21 9.52 9. 82 10 . 12 10 .41 10. 71 1339 8 . 54
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
638 . 1 9. 33 9.48 9. 63 9.77 9. 92 10 . 05 1352 3. 96
356. 0 5.20 5.29 5.37 5.45 5 .53 5 . 61 1351 -9. 67
1020.2 14. 92 15. 16 15.40 15. 63 15 .86 16. 08 1350 -4 . 14
884. 9 12. 94 13. 15 13.36 13.56 13 .75 13 . 95 1349 10 . 09
997. 6 14. 59 14 . 83 15. 06 15.29 15 .51 15. 72 1348 -3.50
473. 8 6. 93 7 . 04 7 . 15 7 .26 7 .36 7 . 47 1347 -3.31
433.4 6. 34 6.44 6.54 6. 64 6.73 6. 83 1346 -3. 69
1009. 0 14. 75 15. 00 15.23 15.46 15 . 68 15. 90 1345 -4 .33
500 .3 7. 31 7 .43 7 .55 7 . 66 7 .77 7 . 88 1344 8 .33
472. 6 6. 91 7 . 02 7 . 13 7 .24 7 .34 7 . 45 1343 -10 .50
688. 6 10. 07 10 .23 10 .39 10 .55 10 .70 10. 85 1342 -3. 67
818. 6 11. 97 12 . 16 12 .35 12 .54 12 .72 12 . 90 1341 -4 . 81
549.5 8. 03 8 . 16 8 .29 8 .42 8 .54 8. 66 1340 4 . 14
621. 0 9. 08 9.23 9.37 9.51 9. 65 9. 79 1339 8 . 54
85

GROUP-2 L902 REBUILD DRAM — BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
1952 1890 1832 1778 1728 1680
86

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #82 from structure #1352 to structure #1338, start set #3 ' ' , end
set #4 "
Cable 3-8-7-strand ehs_steel - 3000.wir, Ruling span (ft) 781 .425
Sagging data: Catenary (ft) 5054 . 95, Horiz . Tension (lbs) 1380 Condition I
Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 0 .2 (deg F)
temperature increase
Weather cases for final after load:
115/4W/0.25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
115/6.4W/0.25"I NESC Ice/Wind (250D) '
' 32/OW/0.5"Ice Extreme Ice' (controlling case) , Equivalent to 12 .5 (deg F)
temperature increase
Results below for condition ' Initial RS'
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
638. 0 9. 37 9. 61 9. 84 10 .07 10 .30 10.54 1352 3. 96
356. 0 2. 92 2 . 99 3. 06 3. 14 3 .21 3.28 1351 -9. 67
1020.2 23. 98 24 .57 25. 17 25.76 26.36 26. 95 1350 -4 . 14
884. 9 18. 04 18 .48 18 . 94 19.38 19.83 20.28 1349 10 . 09
997 . 6 22. 93 23.49 24 . 07 24 . 63 25 .20 25. 77 1348 -3.50
473. 8 5. 17 5.30 5.43 5.55 5 . 68 5. 81 1347 -3.31
433.4 4. 32 4 .43 4 .54 4 . 65 4 .75 4 . 86 1346 -3. 69
1009. 0 23. 45 24 . 03 24 . 62 25. 19 25 .78 26.36 1345 -4 .33
500.3 5. 76 5. 91 6. 05 6. 19 6.34 6. 48 1344 8 .33
472. 6 5. 14 5.27 5.40 5.53 5 . 65 5. 78 1343 -10 .50
688. 6 10. 92 11 . 19 11 .47 11 .73 12 .00 12 .27 1342 -3. 67
818 . 6 15. 43 15. 81 16.20 16.58 16. 96 17 .35 1341 -4 . 81
549.5 6. 95 7 . 12 7 .30 7 .47 7 . 64 7 . 82 1340 4 . 14
622. 0 8. 91 9. 13 9.35 9.57 9.79 10. 01 1339 8 . 54
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
638 . 0 9. 16 9.27 9.38 9.49 9. 60 9. 71 1352 3. 96
356. 0 5. 11 5. 17 5.24 5.30 5 .36 5. 42 1351 -9. 67
1020.2 14. 64 14 . 82 15. 01 15. 18 15 .35 15.53 1350 -4 . 14
884. 9 12. 70 12 . 86 13. 01 13. 16 13 .32 13. 47 1349 10 . 09
997. 6 14. 32 14 .49 14 . 67 14 . 84 15 .01 15. 18 1348 -3.50
473. 8 6. 80 6. 88 6. 97 7 .05 7 .13 7 .21 1347 -3.31
433.4 6.22 6.30 6.37 6.45 6.52 6.59 1346 -3. 69
1009. 0 14. 48 14 . 66 14 . 84 15.01 15 .18 15.36 1345 -4 .33
500 .3 7. 18 7 .27 7 .36 7 .44 7 .53 7 . 61 1344 8 .33
472. 6 6. 78 6. 87 6. 95 7 .03 7 .11 7 . 19 1343 -10 .50
688. 6 9. 88 10 . 00 10 . 13 10 .24 10 .36 10. 48 1342 -3. 67
818. 6 11. 75 11 . 89 12 . 04 12 . 18 12 .32 12 . 46 1341 -4 . 81
549.5 7. 89 7 . 98 8 . 08 8 . 17 8 .27 8.36 1340 4 . 14
622. 0 8. 93 9. 04 9. 15 9.25 9.36 9. 46 1339 8 . 54
87

GROUP-2 L902 REBUILD DRAM — BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
1482 1447 1412 1380 1349 1319
88

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #83 from structure #1352 to structure #1338, start set #10 end
set #11 "
Cable tern_acsr - 9000.wir, Ruling span (ft) 781 .356
Sagging data: Catenary (ft) 6412 . 82, Horiz . Tension (lbs) 5744 . 6 Condition
I Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 51 .2 (deg F)
temperature increase
Weather cases for final after load:
115/4W/0.25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
115/6.4W/0.25"I NESC Ice/Wind (250D) '
' 32/OW/0.5"Ice Extreme Ice' (controlling case) , Equivalent to 19. 9 (deg F)
temperature increase
Results below for condition ' Initial RS'
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
637. 6 6. 86 7 .20 7 .55 7 . 93 8 .31 8. 70 1352 3.39
356. 0 2. 14 2 .24 2 .36 2 .47 2 .59 2 . 71 1351 -8 . 93
1020.2 17. 58 18 .43 19.35 20 .30 21 .28 22 .28 1350 -4 . 14
884. 9 13.22 13. 87 14 .55 15.27 16.01 16. 76 1349 9.31
997 . 6 16. 81 17 . 63 18 .50 19.41 20 .35 21.30 1348 -3.50
473. 8 3. 79 3. 97 4 . 17 4 .38 4 .59 4 . 80 1347 -3.27
433.4 3. 17 3.33 3.49 3. 66 3 .84 4 . 02 1346 -2 . 96
1009. 0 17. 19 18 . 03 18 . 92 19. 86 20 .81 21. 79 1345 -4 .33
500.3 4.23 4 .43 4 . 65 4 . 88 5 .12 5.36 1344 7 .59
472. 6 3. 77 3. 96 4 . 15 4 .36 4 .57 4 . 78 1343 -9.76
688. 6 8. 01 8 .40 8 . 81 9.25 9. 69 10. 15 1342 -3.46
818 . 6 11 . 32 11 . 87 12 .45 13.07 13 .70 14 .34 1341 -5. 02
549.5 5 . 10 5.35 5. 61 5. 89 6.17 6. 46 1340 3.41
620.4 6. 50 6. 82 7 . 15 7 .51 7 .87 8.24 1339 -5. 89
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
637 . 6 7. 84 8 . 02 8 .22 8 .42 8 . 62 8. 82 1352 3.39
356. 0 4. 37 4 .48 4 .59 4 .70 4 .81 4 . 92 1351 -8 . 93
1020.2 12.54 12 . 84 13. 15 13.48 13 .80 14 . 12 1350 -4 . 14
884. 9 10. 88 11 . 14 11 .41 11 . 69 11 . 97 12 .24 1349 9.31
997. 6 12.26 12 .56 12 . 86 13. 18 13 .49 13. 80 1348 -3.50
473. 8 5. 82 5. 96 6. 11 6.26 6.41 6.55 1347 -3.27
433.4 5. 33 5.45 5.59 5.72 5 .86 6. 00 1346 -2 . 96
1009. 0 12. 40 12 .70 13. 01 13.33 13 . 64 13. 96 1345 -4 .33
500 .3 6. 15 6.30 6.45 6. 61 6.76 6. 92 1344 7 .59
472. 6 5. 81 5. 95 6. 09 6.24 6.39 6. 54 1343 -9.76
688. 6 8. 46 8 . 67 8 . 88 9. 10 9.31 9.53 1342 -3.46
818. 6 10. 06 10 .30 10 .55 10 . 81 11 .07 11 . 33 1341 -5. 02
549.5 6. 75 6. 92 7 . 08 7 .26 7 .43 7 . 60 1340 3.41
620.4 7. 62 7 . 81 8 . 00 8 . 19 8 .39 8 . 58 1339 -5. 89
89

GROUP-2 L902 REBUILD DRAM — BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
6633 6325 6027 5743 5480 5234
90

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #84 from structure #1338 to structure #1308, start set #1 ' ' , end
set #2 "
Cable DNO-12821_96f - 3200 .wir, Ruling span (ft) 659.797
Sagging data: Catenary (ft) 3831 . 64, Horiz . Tension (lbs) 1429.2 Condition
I Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 20 .2 (deg F)
temperature increase
Weather cases for final after load:
' 15/4W/0 . 25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
' 15/6. 4W/0 .25"I NESC Ice/Wind (250D) '
' 32/OW/0 . 5"Ice Extreme Ice' (controlling case) , Equivalent to 6. 9 (deg F)
temperature increase
Results below for condition ' Initial RS '
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
719. 6 15 . 44 15 . 94 16 .43 16. 90 17 . 39 17 . 86 1338 -8 . 86
594 . 8 10 . 55 10 . 89 11 .23 11 . 55 11 . 88 12 .20 1337 14 . 07
622 . 9 11 . 57 11 . 94 12 .31 12 . 67 13 . 03 13 . 38 1336 10 . 56
619.3 11 . 44 11 . 80 12 . 17 12 . 52 12 . 88 13 .22 1335 10 . 35
519. 0 8 . 03 8 .29 8 .54 8 . 79 9. 04 9.29 1334 3. 18
621 . 4 11 . 52 11 . 89 12 .25 12 . 61 12 . 97 13 . 32 1333 12 . 58
657 .3 12 . 89 13 .30 13 .71 14 . 10 14 . 51 14 . 90 1332 -2 . 26
547 .3 8 . 93 9 .22 9 .50 9. 78 10 . 06 10 . 33 1331 10 . 35
650 . 7 12 . 63 13 . 03 13 .44 13. 82 14 .22 14 . 60 1330 -4 . 76
548 . 5 8 . 97 9 .26 9 .55 9. 82 10 . 10 10 . 37 1329 6. 65
670 . 8 13 . 42 13 . 85 14 .28 14 . 69 15 . 11 15 . 52 1328 8 . 93
769. 1 17 . 64 18 .21 18 .77 19. 31 19. 87 20 . 40 1327 7 . 16
608 . 6 11 . 05 11 . 40 11 .75 12 . 09 12 . 44 12 . 77 1326 -1 . 89
598 . 4 10 . 68 11 . 02 11 .36 11 . 69 12 . 02 12 . 35 1325 3. 75
560 . 4 9. 37 9 . 67 9 . 96 10 .25 10 . 54 10 . 83 1324 0 . 35
548 . 9 8 . 99 9 .27 9 .56 9. 83 10 . 12 10 . 39 1323 3. 62
606. 0 10 . 96 11 .31 11 . 66 11 . 99 12 . 34 12 . 67 1322 18 . 94
627 . 9 11 . 76 12 . 13 12 .51 12 . 87 13 .24 13 . 59 1321 -1 . 62
877 .2 22 . 96 23 . 69 24 .42 25. 13 25 . 85 26. 55 1320 5. 08
624 . 7 11 . 64 12 . 01 12 .38 12 . 74 13 . 10 13 . 46 1319 -0 . 45
594 . 6 10 . 54 10 . 88 11 .22 11 . 54 11 . 87 12 . 19 1318 -2 . 62
663 .5 13 . 13 13 .55 13 . 97 14 . 37 14 . 78 15 . 18 1317 0 . 56
549.5 9. 00 9 .29 9 .58 9. 86 10 . 14 10 . 41 1316 4 . 47
639. 0 12 . 18 12 .57 12 . 95 13. 33 13 . 71 14 . 08 1315 6. 06
615 .3 11 .29 11 . 65 12 . 01 12 . 36 12 . 71 13 . 05 1314 7 . 08
654 . 1 12 . 76 13 . 17 13 .58 13. 97 14 . 37 14 . 75 1313 -8 . 43
620 .2 11 . 47 11 . 84 12 .21 12 . 56 12 . 92 13 .26 1312 8 . 28
824 . 0 20 .26 20 . 91 21 .56 22 . 18 22 . 81 23 . 43 1311 -18 . 85
881 . 7 23 . 19 23 . 94 24 . 68 25. 39 26. 11 26. 82 1310 -9. 12
558 . 4 9. 30 9 . 60 9 . 89 10 . 18 10 . 47 10 . 75 1309 9. 79
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
91

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
719. 6 11. 75 11 . 94 12 . 12 12 .30 12 .47 12 . 64 1338 -8 . 86
594. 8 9. 72 9. 87 10 . 02 10 . 16 10 .31 10 . 45 1337 14 . 07
622. 9 10. 17 10 .33 10 .49 10 . 64 10 .79 10 . 94 1336 10 .56
619.3 10. 11 10 .28 10 .43 10 .58 10 .73 10. 88 1335 10 .35
519. 0 8. 48 8 . 61 8 .74 8 . 87 8 . 99 9. 11 1334 3. 18
621.4 10. 15 10 .31 10 .47 10 . 62 10 .77 10. 91 1333 12 .58
657 .3 10. 74 10 . 91 11 . 07 11 .23 11 .39 11.54 1332 -2 .26
547 .3 8. 94 9. 08 9.22 9.35 9.48 9. 61 1331 10 .35
650 .7 10. 63 10 . 80 10 . 96 11 . 12 11 .28 11. 43 1330 -4 .76
548 .5 8. 96 9. 10 9.24 9. 37 9. 51 9. 63 1329 6. 65
670 . 8 10. 96 11 . 13 11 .30 11 .46 11 . 63 11. 78 1328 8 . 93
769. 1 12. 56 12 .76 12 . 96 13. 14 13 . 33 13.51 1327 7 . 16
608. 6 9. 94 10 . 10 10 .25 10 .40 10 .55 10. 69 1326 -1 . 89
598 .4 9. 77 9. 93 10 . 08 10 .22 10 .37 10.51 1325 3.75
560 .4 9. 15 9.30 9.44 9.58 9. 71 9. 84 1324 0 .35
548. 9 8. 96 9. 11 9.25 9.38 9.51 9. 64 1323 3. 62
606. 0 9. 90 10 . 06 10 .21 10 .36 10 .50 10. 65 1322 18 . 94
627. 9 10.25 10 .42 10 .58 10 .73 10 .88 11. 03 1321 -1 . 62
877.2 14. 33 14 .56 14 .78 14 . 99 15 .20 15. 41 1320 5. 08
624.7 10.20 10 .37 10 .52 10 . 67 10 .83 10. 97 1319 -0 .45
594. 6 9. 71 9. 87 10 . 02 10 . 16 10 .30 10. 44 1318 -2 . 62
663.5 10 . 84 11 . 01 11 . 18 11 .34 11 .50 11. 65 1317 0 . 56
549.5 8 . 97 9. 12 9.26 9.39 9.52 9. 65 1316 4 . 47
639. 0 10. 44 10 . 60 10 .76 10 . 92 11 .07 11.22 1315 6. 06
615.3 10. 05 10 .21 10 .37 10 .51 10 . 66 10. 81 1314 7 . 08
654 . 1 10. 68 10 . 85 11 . 02 11 . 18 11 .34 11. 49 1313 -8 .43
620.2 10. 13 10 .29 10 .45 10 . 60 10 .75 10 . 89 1312 8 .28
824. 0 13. 46 13. 68 13 . 89 14 .08 14 .28 14 . 48 1311 -18 . 85
881.7 14. 40 14 . 63 14 . 86 15.07 15 .28 15 . 49 1310 -9. 12
558.4 9. 12 9.26 9 . 41 9.54 9. 68 9. 81 1309 9.79
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
1564 1516 1470 1429 1390 1353
92

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #85from structure #1338 to structure #1308, start set #3 end set
#4 vy
Cable 3-8-7-strand ehs_steel - 2500.wir, Ruling span (ft) 659.839
Sagging data: Catenary (ft) 3981 . 32, Horiz . Tension (lbs) 1086. 9 Condition
I Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 0 .2 (deg F)
temperature increase
Weather cases for final after load:
' 15/4W/0 . 25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
' 15/6. 4W/0 .25"I NESC Ice/Wind (250D) '
' 32/OW/0 . 5"Ice Extreme Ice' (controlling case) , Equivalent to 13 . 5 (deg F)
temperature increase
Results below for condition ' Initial RS '
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
720 . 5 15 .24 15 . 60 15 . 96 16. 31 16. 67 17 . 03 1338 -8 . 86
594 . 8 10 . 38 10 . 63 10 . 88 11 . 12 11 . 36 11 . 60 1337 14 . 07
622 . 9 11 . 38 11 . 66 11 . 93 12 . 19 12 . 46 12 . 73 1336 10 . 56
619.3 11 .25 11 .53 11 .79 12 . 05 12 . 31 12 . 58 1335 10 . 35
519. 0 7 . 90 8 . 09 8 .28 8 . 46 8 . 65 8 . 83 1334 3. 18
621 . 4 11 . 33 11 . 61 11 . 87 12 . 13 12 . 40 12 . 67 1333 12 . 58
657 .3 12 . 68 12 . 98 13 .28 13. 57 13 . 87 14 . 17 1332 -2 . 26
547 .3 8 . 79 9 . 00 9 .21 9. 41 9. 62 9. 82 1331 10 . 35
650 . 7 12 . 43 12 . 73 13 . 02 13. 30 13 . 59 13 . 89 1330 -4 . 76
548 . 5 8 . 83 9 . 04 9 .25 9. 45 9. 66 9. 87 1329 6. 65
670 . 8 13 .21 13 .52 13 . 83 14 . 14 14 . 45 14 . 76 1328 8 . 93
769. 1 17 . 36 17 . 78 18 . 18 18 . 59 18 . 99 19. 41 1327 7 . 16
608 . 6 10 . 87 11 . 13 11 .38 11 . 64 11 . 89 12 . 15 1326 -1 . 89
598 . 4 10 . 51 10 . 76 11 . 01 11 .25 11 . 50 11 . 74 1325 3. 75
560 . 4 9.21 9 . 44 9 . 65 9. 87 10 . 08 10 . 30 1324 0 . 35
548 . 9 8 . 84 9 . 05 9 .26 9. 46 9. 67 9. 88 1323 3. 62
606. 0 10 . 78 11 . 04 11 .29 11 . 54 11 . 79 12 . 05 1322 18 . 94
627 . 8 11 . 57 11 . 84 12 . 12 12 . 38 12 . 65 12 . 93 1321 -1 . 62
877 .2 22 . 59 23 . 13 23 . 66 24 . 18 24 . 71 25 .25 1320 5. 08
624 . 8 11 . 45 11 . 73 12 . 00 12 .26 12 . 53 12 . 80 1319 -0 . 45
594 . 6 10 . 37 10 . 62 10 . 87 11 . 11 11 . 35 11 . 60 1318 -2 . 62
663 .5 12 . 92 13 .23 13 .53 13. 83 14 . 13 14 . 44 1317 0 . 56
549.5 8 . 86 9 . 07 9 .28 9. 48 9. 69 9. 90 1316 4 . 47
639. 0 11 . 98 12 .27 12 .55 12 . 83 13 . 11 13 . 39 1315 6. 06
615 .3 11 . 11 11 .38 11 . 64 11 . 89 12 . 15 12 . 42 1314 7 . 08
654 . 1 12 . 56 12 . 86 13 . 15 13. 44 13 . 74 14 . 03 1313 -8 . 43
620 .2 11 .29 11 .56 11 . 82 12 . 09 12 . 35 12 . 62 1312 8 . 28
824 . 0 19. 93 20 . 42 20 . 88 21 . 34 21 . 81 22 .28 1311 -18 . 85
881 . 7 22 . 82 23 .37 23 . 90 24 . 43 24 . 97 25 . 51 1310 -9. 12
558 . 4 9. 15 9 .37 9 .58 9. 79 10 . 01 10 .23 1309 9. 79
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
93

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
720 .5 11. 67 11 . 81 11 . 95 12 .08 12 .21 12 .34 1338 -8 . 86
594. 8 9. 64 9.75 9. 86 9. 97 10 . 08 10. 19 1337 14 . 07
622. 9 10. 09 10 .21 10 .33 10 . 44 10 .55 10. 67 1336 10 .56
619.3 10. 03 10 . 15 10 .27 10 .38 10 .49 10. 61 1335 10 .35
519. 0 8. 41 8 .51 8 . 60 8 .70 8 .79 8. 89 1334 3. 18
621.4 10. 07 10 . 19 10 .30 10 .42 10 .53 10. 64 1333 12 .58
657 .3 10. 65 10 .78 10 . 90 11 .02 11 .14 11.26 1332 -2 .26
547 .3 8. 87 8 . 97 9. 07 9. 17 9.27 9.37 1331 10 .35
650 .7 10. 54 10 . 67 10 .79 10 . 91 11 .03 11. 15 1330 -4 .76
548 .5 8. 89 8 . 99 9. 09 9. 19 9.29 9.39 1329 6. 65
670 . 8 10. 87 11 . 00 11 . 12 11 .25 11 .37 11. 49 1328 8 . 93
769. 1 12. 46 12 . 61 12 .75 12 . 89 13 .03 13. 17 1327 7 . 16
608. 6 9. 86 9. 98 10 . 09 10 .20 10 .31 10. 42 1326 -1 . 89
598 .4 9. 69 9. 81 9. 92 10 .03 10 .14 10.25 1325 3.75
560 .4 9. 08 9. 19 9.29 9.39 9.50 9. 60 1324 0 .35
548. 9 8. 89 9. 00 9. 10 9.20 9.30 9. 40 1323 3. 62
606. 0 9. 82 9. 94 10 . 05 10 . 16 10 .27 10.38 1322 18 . 94
627. 8 10. 17 10 .29 10 .41 10 .52 10 . 64 10. 75 1321 -1 . 62
877.2 14.21 14 .38 14 .55 14 .71 14 .87 15. 03 1320 5. 08
624. 8 10. 12 10 .24 10 .36 10 .47 10 .59 10. 70 1319 -0 .45
594. 6 9. 63 9.75 9. 86 9. 97 10 . 08 10. 18 1318 -2 . 62
663.5 10. 75 10 . 88 11 . 00 11 . 12 11 .24 11.36 1317 0 . 56
549.5 8. 90 9. 01 9. 11 9.21 9. 31 9. 41 1316 4 . 47
639. 0 10. 35 10 .48 10 .59 10 .71 10 . 83 10. 94 1315 6. 06
615.3 9. 97 10 . 09 10 .20 10 .31 10 .43 10.54 1314 7 . 08
654 . 1 10. 60 10 .72 10 . 85 10 . 96 11 .08 11.20 1313 -8 .43
620.2 10. 05 10 . 17 10 .28 10 .40 10 .51 10. 62 1312 8 .28
824. 0 13. 35 13.51 13. 67 13. 82 13 . 97 14 . 12 1311 -18 . 85
881.7 14.29 14 .46 14 . 62 14 .78 14 . 94 15. 10 1310 -9. 12
558.4 9. 05 9. 15 9.26 9.36 9.46 9.56 1309 9.79
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
1164 1136 1111 1087 1064 1041
94

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #86 from structure #1338 to structure #1308, start set #10 end
set #11 "
Cable tern_acsr - 9000.wir, Ruling span (ft) 659.757
Sagging data: Catenary (ft) 6681 . 29, Horiz . Tension (lbs) 5985 . 1 Condition
I Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 49.7 (deg F)
temperature increase
Weather cases for final after load:
115/4W/0.25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
115/6.4W/0.25"I NESC Ice/Wind (250D) '
' 32/OW/0.5"Ice Extreme Ice' (controlling case) , Equivalent to 18 .1 (deg F)
temperature increase
Results below for condition ' Initial RS'
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
718. 9 8.22 8 . 67 9. 15 9. 67 10 .23 10. 82 1338 6.31
594. 8 5. 63 5. 93 6.26 6. 62 7 .00 7 . 40 1337 13.33
622. 9 6. 17 6.50 6. 87 7 .26 7 . 68 8. 12 1336 11 .30
619.3 6. 10 6.43 6.79 7 . 18 7 .59 8. 02 1335 10 .35
519. 0 4 .28 4 .52 4 .77 5.04 5 .33 5. 64 1334 3. 68
621.4 6. 14 6.47 6. 84 7 .23 7 . 64 8. 08 1333 11 .30
657.3 6. 87 7 .24 7 . 65 8 .08 8 .55 9. 04 1332 -1 .48
547.3 4 . 76 5. 02 5.30 5. 61 5 . 93 6.27 1331 9. 61
650.7 6. 73 7 . 10 7 .50 7 . 92 8 .38 8. 86 1330 -4 . 02
548.5 4. 78 5. 04 5.33 5. 63 5 . 95 6.30 1329 6. 65
670. 8 7. 15 7 .54 7 . 97 8 .42 8 . 91 9. 42 1328 9. 14
769. 1 9. 40 9. 92 10 .47 11 .07 11 .71 12 .38 1327 6. 18
608 . 6 5. 89 6.21 6.56 6. 93 7 .33 7 . 75 1326 -1 . 12
598.4 5. 69 6. 00 6.34 6.70 7 .09 7 . 49 1325 3.75
560 .4 4. 99 5.27 5.56 5. 88 6.22 6.57 1324 0 .35
548 . 9 4 . 79 5. 05 5.33 5. 64 5 . 96 6.30 1323 3. 62
606. 0 5. 84 6. 16 6.50 6. 88 7 .27 7 . 69 1322 18 .20
627. 8 6.27 6. 61 6. 98 7 .38 7 .80 8.25 1321 -0 . 88
877.2 12.23 12 . 90 13. 62 14 .40 15 .23 16. 10 1320 5. 08
624 .7 6.20 6.54 6. 91 7 .30 7 .72 8. 17 1319 -0 .45
594 . 6 5. 62 5. 93 6.26 6. 62 7 .00 7 . 40 1318 -2 . 62
663 .5 7. 00 7 .38 7 .79 8 .24 8 .71 9.21 1317 0 .56
549.5 4 . 80 5. 06 5.34 5. 65 5 . 98 6.32 1316 4 .47
639. 0 6. 49 6. 84 7 .23 7 . 64 8 .08 8.54 1315 6.27
615.3 6. 02 6.35 6.70 7 .08 7 .49 7 . 92 1314 6. 13
654. 1 6. 80 7 . 17 7 .57 8 .01 8 .47 8. 95 1313 -7 . 69
620.2 6. 12 6.45 6. 81 7 .20 7 . 61 8. 05 1312 7 .50
824. 0 10. 80 11 .39 12 . 02 12 .71 13 .44 14 .21 1311 -18 . 85
881 .7 12. 36 13. 03 13.76 14 .55 15 .39 16.27 1310 -8 .34
557 . 8 4. 95 5.22 5.51 5. 82 6.16 6.51 1309 9. 62
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
95

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
718 . 9 8 . 57 8 . 80 9 . 05 9. 30 9. 57 9. 84 1338 6. 31
594 . 8 7 . 09 7 .28 7 . 48 7 . 70 7 . 91 8 . 14 1337 13. 33
622 . 9 7 . 43 7 . 63 7 . 84 8 . 06 8 .29 8 . 52 1336 11 . 30
619. 3 7 . 39 7 .58 7 . 79 8 . 01 8 .24 8 . 47 1335 10 . 35
519. 0 6. 19 6 .36 6 .53 6. 71 6. 90 7 . 10 1334 3. 68
621 . 4 7 . 41 7 . 61 7 . 82 8 . 04 8 .27 8 . 50 1333 11 . 30
657 . 3 7 . 84 8 . 05 8 .27 8 . 50 8 . 74 8 . 99 1332 -1 . 48
547 . 3 6. 53 6 . 70 6 . 89 7 . 08 7 .28 7 . 49 1331 9. 61
650 . 7 7 . 76 7 . 97 8 . 19 8 . 42 8 . 66 8 . 90 1330 -4 . 02
548 . 5 6. 54 6 . 72 6 . 90 7 . 10 7 . 30 7 . 50 1329 6. 65
670 . 8 8 . 00 8 .21 8 . 44 8 . 68 8 . 93 9. 18 1328 9. 14
769. 1 9. 17 9 . 42 9 . 68 9. 95 10 .23 10 . 52 1327 6. 18
608 . 6 7 .26 7 . 45 7 . 66 7 . 87 8 . 10 8 . 33 1326 -1 . 12
598 . 4 7 . 14 7 .33 7 .53 7 . 74 7 . 96 8 . 19 1325 3. 75
560 . 4 6. 68 6 . 86 7 . 05 7 .25 7 . 46 7 . 67 1324 0 . 35
548 . 9 6. 55 6 . 72 6 . 91 7 . 10 7 . 30 7 . 51 1323 3. 62
606. 0 7 .23 7 . 42 7 . 63 7 . 84 8 . 06 8 .29 1322 18 . 20
627 . 8 7 . 49 7 . 69 7 . 90 8 . 12 8 . 35 8 . 59 1321 -0 . 88
877 .2 10 . 46 10 . 74 11 . 04 11 . 35 11 . 67 12 . 00 1320 5. 08
624 . 7 7 . 45 7 . 65 7 . 86 8 . 08 8 . 31 8 . 55 1319 -0 . 45
594 . 6 7 . 09 7 .28 7 . 48 7 . 69 7 . 91 8 . 13 1318 -2 . 62
663 . 5 7 . 91 8 . 12 8 .35 8 . 58 8 . 83 9. 08 1317 0 . 56
549. 5 6. 55 6 . 73 6 . 91 7 . 11 7 . 31 7 . 52 1316 4 . 47
639. 0 7 . 62 7 . 82 8 . 04 8 . 27 8 . 50 8 . 74 1315 6. 27
615 . 3 7 . 34 7 .53 7 . 74 7 . 96 8 . 19 8 . 42 1314 6. 13
654 . 1 7 . 80 8 . 01 8 .23 8 . 46 8 . 70 8 . 95 1313 -7 . 69
620 .2 7 . 40 7 .59 7 . 80 8 . 02 8 .25 8 . 48 1312 7 . 50
824 . 0 9. 83 10 . 09 10 .37 10 . 66 10 . 97 11 .27 1311 -18 . 85
881 . 7 10 . 51 10 . 80 11 . 09 11 . 41 11 . 73 12 . 06 1310 -8 . 34
557 . 8 6. 65 6 . 83 7 . 02 7 . 22 7 . 42 7 . 63 1309 9. 62
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
7044 6681 6327 5985 5660 5353
96

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #87 from structure #1308 to structure #1281, start set #1 ' ' , end
set #2 "
Cable DNO-12821_96f - 3200 .wir, Ruling span (ft) 652.791
Sagging data: Catenary (ft) 3843. 16, Horiz . Tension (lbs) 1433 . 5 Condition
I Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 19 . 9 (deg F)
temperature increase
Weather cases for final after load:
115/4W/0.25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
115/6.4W/0.25"I NESC Ice/Wind (250D) '
' 32/OW/0.5"Ice Extreme Ice' (controlling case) , Equivalent to 6. 9 (deg F)
temperature increase
Results below for condition ' Initial RS'
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
563. 0 9. 40 9.71 10 . 02 10 .32 10 . 61 10. 91 1308 -4 . 61
630.3 11 . 79 12 . 18 12 .56 12 . 94 13 .31 13. 68 1307 8 .52
513. 6 7. 83 8 . 09 8 .34 8 .59 8 .84 9. 08 1306 -15. 65
595. 6 10. 52 10 . 87 11 .21 11 .55 11 .88 12 .21 1305 -2 .58
748 . 8 16. 63 17 . 19 17 .73 18 .26 18 .78 19.31 1304 3. 01
398.4 4. 71 4 . 86 5. 01 5. 16 5 .31 5. 46 1303 3. 07
594. 1 10. 47 10 . 82 11 . 16 11 .49 11 .83 12 . 15 1302 -20 . 69
809.7 19. 45 20 . 10 20 .73 21 .35 21 . 97 22 .58 1301 -7 . 02
694.2 14.29 14 .77 15.24 15. 69 16.14 16.59 1300 9. 02
653. 1 12. 65 13. 07 13.48 13. 89 14 .29 14 . 68 1299 12 .77
663. 8 13. 07 13.50 13. 93 14 .35 14 .76 15. 17 1298 1 . 65
555. 0 9. 14 9.44 9.74 10 .03 10 .32 10. 61 1297 22 .30
468.7 6. 51 6.73 6. 94 7 . 15 7 .36 7 .56 1296 -0 . 64
580.2 9. 99 10 .32 10 . 64 10 . 96 11 .28 11.59 1295 4 . 60
490. 1 7. 12 7 .36 7 .59 7 . 82 8 .04 8.27 1294 -0 .48
692.7 14.23 14 .71 15. 17 15. 62 16.08 16.52 1293 -5. 89
735.3 16. 04 16.57 17 . 10 17 . 61 18 .12 18. 62 1292 11 . 12
692.7 14.23 14 .70 15. 17 15. 62 16.07 16.52 1291 -1 . 88
620.5 11. 42 11 . 80 12 . 17 12 .53 12 . 90 13.25 1290 10 . 02
562 .7 9. 39 9.70 10 . 01 10 .31 10 . 61 10. 90 1289 0 . 94
420.4 5.24 5.42 5.59 5.75 5 . 92 6. 08 1288 9. 67
752.4 16. 80 17 .36 17 . 90 18 .44 18 . 97 19.50 1287 -19. 07
851.7 21. 52 22 .24 22 . 94 23. 63 24 .31 24 . 99 1286 -2 . 64
677. 8 13. 63 14 . 08 14 .53 14 . 96 15 .39 15. 82 1285 14 . 19
692.4 14.22 14 . 69 15. 16 15. 61 16.06 16.51 1284 5. 04
575.7 9. 83 10 . 16 10 .48 10 .79 11 .10 11. 41 1283 10 . 14
648. 0 12. 46 12 . 87 13.28 13. 67 14 .07 14 . 46 1282 5.57
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
563. 0 9. 17 9.32 9 .47 9. 61 9.74 9. 88 1308 -4 . 61
630.3 10.27 10 .44 10 . 60 10 .76 10 . 91 11. 06 1307 8 .52
97

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
513. 6 8. 37 8 .50 8 . 64 8 .77 8 .89 9. 01 1306 -15. 65
595. 6 9. 70 9. 86 10 . 01 10 . 16 10 .31 10. 45 1305 -2 .58
748. 8 12.20 12 .40 12 .59 12 .78 12 . 96 13. 14 1304 3. 01
398.4 6. 49 6.59 6.70 6. 80 6.89 6. 99 1303 3. 07
594. 1 9. 68 9. 84 9. 99 10 . 14 10 .29 10. 43 1302 -20 . 69
809.7 13. 19 13.41 13. 62 13. 82 14 .02 14 .21 1301 -7 . 02
694.2 11. 31 11 .49 11 . 67 11 . 85 12 .02 12 . 18 1300 9. 02
653 . 1 10. 64 10 . 81 10 . 98 11 . 14 11 .30 11. 46 1299 12 .77
663. 8 10. 81 10 . 99 11 . 16 11 .33 11 .49 11. 65 1298 1 . 65
555. 0 9. 04 9. 19 9.33 9.47 9. 61 9. 74 1297 22 .30
468 .7 7. 63 7 .76 7 . 88 8 .00 8 .11 8.22 1296 -0 . 64
580 .2 9. 45 9. 61 9.76 9. 90 10 .04 10. 18 1295 4 . 60
490. 1 7. 98 8 . 11 8 .24 8 .36 8 .48 8. 60 1294 -0 .48
692.7 11.28 11 .47 11 . 65 11 . 82 11 . 99 12 . 16 1293 -5. 89
735.3 11. 98 12 . 18 12 .37 12 .55 12 .73 12 . 90 1292 11 . 12
692 .7 11.28 11 .47 11 . 65 11 . 82 11 . 99 12 . 15 1291 -1 . 88
620.5 10. 11 10 .27 10 .43 10 .59 10 .74 10. 89 1290 10 . 02
562.7 9. 17 9.32 9.46 9. 60 9. 74 9. 87 1289 0 . 94
420.4 6. 85 6. 96 7 . 07 7 . 17 7 .28 7 .38 1288 9. 67
752.4 12.26 12 .46 12 . 65 12 . 84 13 . 03 13.21 1287 -19. 07
851.7 13. 88 14 . 10 14 .32 14 .54 14 .75 14 . 95 1286 -2 . 64
677. 8 11. 04 11 .22 11 .40 11 .57 11 . 73 11. 89 1285 14 . 19
692.4 11.28 11 .46 11 . 64 11 . 82 11 . 99 12 . 15 1284 5. 04
575.7 9. 38 9.53 9. 68 9. 82 9 . 96 10. 10 1283 10 . 14
648. 0 10. 56 10 .73 10 . 90 11 .06 11 .22 11.37 1282 5.57
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
1573 1522 1476 1433 1393 1355
98

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #88 from structure #1308 to structure #1281, start set #3 ' ' , end
set #4 "
Cable 3-8-7-strand ehs_steel - 2500.wir, Ruling span (ft) 652 .791
Sagging data: Catenary (ft) 4002 . 93, Horiz . Tension (lbs) 1092. 8 Condition
I Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 0 .2 (deg F)
temperature increase
Weather cases for final after load:
115/4W/0.25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
115/6.4W/0.25"I NESC Ice/Wind (250D) '
' 32/OW/0.5"Ice Extreme Ice' (controlling case) , Equivalent to 13 .2 (deg F)
temperature increase
Results below for condition ' Initial RS'
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
563. 0 9.23 9.46 9 . 68 9. 90 10 .12 10.34 1308 -4 . 61
630.3 11. 57 11 . 86 12 . 14 12 .41 12 . 69 12 . 97 1307 8 .52
513. 6 7. 69 7 . 87 8 . 06 8 .24 8 .43 8. 61 1306 -15. 65
595. 6 10. 33 10 .59 10 . 84 11 .08 11 .33 11.58 1305 -2 .58
748 . 8 16. 33 16 .73 17 . 13 17 .52 17 . 91 18.30 1304 3. 01
398.4 4. 62 4 .73 4 . 85 4 . 96 5 .07 5. 18 1303 3. 07
594. 0 10.28 10 .54 10 .79 11 .03 11 .28 11.52 1302 -20 . 69
809.7 19. 10 19.57 20 . 04 20 .49 20 . 95 21. 40 1301 -7 . 02
694.2 14. 04 14 .38 14 .73 15.06 15 .39 15. 73 1300 9. 02
653. 0 12. 42 12 .73 13. 03 13.33 13 . 63 13. 92 1299 12 .77
663. 8 12. 83 13. 15 13.46 13.77 14 .08 14 .38 1298 1 . 65
555. 0 8. 98 9.20 9.42 9. 63 9.84 10. 06 1297 22 .30
468.7 6. 40 6.55 6.71 6. 86 7 .01 7 . 17 1296 -0 . 64
580.3 9. 81 10 . 05 10 .29 10 .52 10 .75 10. 99 1295 4 . 60
490. 1 7. 00 7 . 17 7 .34 7 .50 7 . 67 7 . 84 1294 -0 .48
692.7 13. 98 14 .32 14 . 66 14 . 99 15 .33 15. 66 1293 -5. 89
735.3 15. 75 16. 14 16.52 16. 90 17 .28 17 . 65 1292 11 . 12
692.7 13. 97 14 .32 14 . 66 14 . 99 15 .33 15. 66 1291 -1 . 88
620.4 11.21 11 .49 11 .76 12 .03 12 .30 12 .56 1290 10 . 02
562 . 8 9.22 9.45 9. 67 9. 89 10 .11 10.33 1289 0 . 94
420.4 5. 15 5.27 5.40 5.52 5 . 64 5. 77 1288 9. 67
752.4 16. 50 16. 90 17 .30 17 .70 18 .09 18. 48 1287 -19. 07
851.7 21. 14 21 . 66 22 . 17 22 . 67 23 . 18 23. 68 1286 -2 . 64
677. 8 13. 38 13.71 14 . 04 14 .36 14 . 68 14 . 99 1285 14 . 19
692.4 13. 97 14 .31 14 . 65 14 . 98 15 . 32 15. 65 1284 5. 04
575. 6 9. 65 9. 89 10 . 12 10 .35 10 .58 10. 81 1283 10 . 14
648. 0 12.23 12 .53 12 . 83 13. 12 13 .41 13. 70 1282 5. 63
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
563. 0 9. 09 9.20 9.31 9.41 9.52 9. 62 1308 -4 . 61
630.3 10. 17 10 .30 10 .42 10 .54 10 . 65 10. 77 1307 8 .52
99

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
513. 6 8.29 8 .39 8 .49 8 .59 8 . 68 8. 78 1306 -15. 65
595. 6 9. 61 9.73 9. 85 9. 96 10 .07 10. 18 1305 -2 .58
748. 8 12. 09 12 .23 12 .38 12 .52 12 . 66 12 . 79 1304 3. 01
398.4 6. 43 6.51 6.58 6. 66 6.73 6. 80 1303 3. 07
594. 0 9. 59 9.71 9. 82 9. 93 10 .04 10. 15 1302 -20 . 69
809.7 13. 07 13.23 13.39 13.54 13 . 69 13. 83 1301 -7 . 02
694.2 11.21 11 .34 11 .48 11 . 61 11 .73 11. 86 1300 9. 02
653 . 0 10. 54 10 . 67 10 . 80 10 . 92 11 .04 11. 16 1299 12 .77
663. 8 10. 71 10 . 84 10 . 97 11 . 10 11 .22 11.34 1298 1 . 65
555. 0 8. 96 9. 07 9. 18 9.28 9.38 9. 48 1297 22 .30
468 .7 7. 56 7 . 66 7 .75 7 . 83 7 . 92 8. 01 1296 -0 . 64
580 .3 9. 37 9.48 9.59 9.70 9.81 9. 91 1295 4 . 60
490. 1 7. 91 8 . 01 8 . 10 8 . 19 8 .28 8.37 1294 -0 .48
692.7 11. 18 11 .32 11 .45 11 .58 11 .71 11. 83 1293 -5. 89
735.3 11. 87 12 . 01 12 . 16 12 .29 12 .43 12 .56 1292 11 . 12
692 .7 11. 18 11 .32 11 .45 11 .58 11 .71 11. 83 1291 -1 . 88
620.4 10. 01 10 . 14 10 .26 10 .37 10 .49 10. 60 1290 10 . 02
562. 8 9. 08 9. 19 9.30 9.41 9.51 9. 61 1289 0 . 94
420.4 6. 78 6. 87 6. 95 7 .03 7 .11 7 . 18 1288 9. 67
752.4 12. 15 12 .30 12 .44 12 .58 12 .72 12 . 86 1287 -19. 07
851.7 13. 75 13. 92 14 . 08 14 .24 14 .40 14 .55 1286 -2 . 64
677. 8 10. 94 11 . 07 11 .21 11 .33 11 .46 11.58 1285 14 . 19
692.4 11. 18 11 .31 11 .45 11 .58 11 .70 11. 83 1284 5. 04
575. 6 9.29 9.40 9.52 9. 62 9.73 9. 83 1283 10 . 14
648. 0 10 . 46 10 .59 10 .71 10 . 83 10 . 95 11. 07 1282 5. 63
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
1172 1144 1118 1093 1069 1046
100

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #89 from structure #1308 to structure #1281, start set #10 end
set #11 "
Cable tern_acsr - 8500.wir, Ruling span (ft) 652 .758
Sagging data: Catenary (ft) 6083. 5, Horiz . Tension (lbs) 5449. 6 Condition I
Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 47 .3 (deg F)
temperature increase
Weather cases for final after load:
115/4W/0.25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
115/6.4W/0.25"I NESC Ice/Wind (250D) '
' 32/OW/0.5"Ice Extreme Ice' (controlling case) , Equivalent to 16.7 (deg F)
temperature increase
Results below for condition ' Initial RS'
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
562 . 4 5. 50 5. 81 6. 15 6.50 6.87 7 .26 1308 -4 .44
630 .3 6. 91 7 .30 7 .72 8 . 17 8 . 63 9. 12 1307 7 .74
513. 6 4 . 59 4 . 85 5. 13 5.42 5 .73 6. 06 1306 -14 . 87
595. 6 6. 17 6.52 6. 89 7 .29 7 .71 8. 14 1305 -3.36
748 . 8 9. 75 10 .31 10 . 90 11 .52 12 .18 12 . 87 1304 3. 01
398.4 2. 76 2 . 92 3. 08 3.26 3 .45 3. 64 1303 3. 11
594. 0 6. 14 6.49 6. 86 7 .26 7 . 67 8. 10 1302 -19.75
809.7 11. 40 12 . 05 12 .74 13.48 14 .24 15. 05 1301 -6.73
694.2 8. 38 8 . 86 9.37 9. 90 10 .47 11. 06 1300 7 .79
653. 1 7. 41 7 . 84 8 .29 8 .77 9.27 9. 79 1299 12 .77
663. 8 7. 66 8 . 10 8 .56 9.06 9.57 10. 11 1298 2 .39
554. 9 5 . 36 5. 66 5. 99 6.33 6. 69 7 . 07 1297 21 .57
468.7 3 . 82 4 . 04 4 .27 4 .51 4 .77 5 . 04 1296 0 . 10
580.2 5 . 85 6 . 19 6.54 6. 92 7 .31 7 . 73 1295 3. 86
490. 1 4 . 18 4 . 42 4 . 67 4 . 94 5 .22 5 . 51 1294 -0 .48
692.7 8. 34 8 . 82 9.33 9. 86 10 .42 11. 02 1293 -5. 16
735.3 9. 40 9. 94 10 .51 11 . 11 11 .75 12 . 41 1292 10 .34
692. 6 8. 34 8 . 82 9.32 9. 86 10 .42 11. 01 1291 -1 . 10
620.4 6. 69 7 . 08 7 .48 7 . 91 8 .36 8. 84 1290 9.28
562 .7 5. 50 5. 82 6. 15 6.51 6.88 7 .27 1289 1 . 68
420.4 3. 07 3.25 3.43 3. 63 3 .84 4 . 06 1288 8 . 89
752.4 9. 84 10 .41 11 . 01 11 . 64 12 .30 13. 00 1287 -18 . 08
851.7 12. 61 13.34 14 . 10 14 . 91 15 . 76 16. 66 1286 -2 . 64
677. 8 7. 99 8 .45 8 . 93 9.44 9 . 98 10.55 1285 13.24
692.4 8. 33 8 . 81 9 .32 9. 85 10 . 42 11. 01 1284 5. 99
575. 6 5. 76 6. 09 6 .44 6. 81 7 .20 7 . 61 1283 9. 20
647.5 7.29 7 .71 8 . 15 8 . 62 9. 11 9. 63 1282 6. 18
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
562.4 7. 01 7 .21 7 .42 7 . 63 7 .84 8. 06 1308 -4 .44
630.3 7. 86 8 . 08 8 .31 8 .55 8 .79 9. 03 1307 7 .74
101

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
513 . 6 6. 40 6 .59 6 . 77 6. 96 7 . 16 7 . 36 1306 -14 . 87
595 . 6 7 . 43 7 . 64 7 . 85 8 . 08 8 . 30 8 . 53 1305 -3. 36
748 . 8 9. 34 9 . 60 9 . 87 10 . 15 10 . 44 10 . 73 1304 3. 01
398 . 4 4 . 97 5 . 11 5 .25 5. 40 5 . 55 5 . 71 1303 3. 11
594 . 0 7 . 41 7 . 62 7 . 83 8 . 06 8 .28 8 . 51 1302 -19. 75
809. 7 10 . 10 10 .38 10 . 68 10 . 98 11 .29 11 . 60 1301 -6. 73
694 .2 8 . 66 8 . 90 9 . 15 9. 41 9. 68 9. 95 1300 7 . 79
653 . 1 8 . 14 8 .37 8 . 61 8 . 86 9. 10 9 . 36 1299 12 . 77
663 . 8 8 .28 8 .51 8 . 75 9. 00 9.25 9. 51 1298 2 . 39
554 . 9 6. 92 7 . 12 7 .32 7 . 53 7 . 74 7 . 95 1297 21 . 57
468 . 7 5 . 84 6 . 01 6 . 18 6. 35 6. 53 6 . 71 1296 0 . 10
580 .2 7 .23 7 . 44 7 . 65 7 . 87 8 . 09 8 . 31 1295 3. 86
490 . 1 6. 11 6 .28 6 . 46 6. 65 6 . 83 7 . 02 1294 -0 . 48
692 . 7 8 . 64 8 . 88 9 . 13 9. 39 9 . 66 9 . 93 1293 -5. 16
735 . 3 9. 17 9 . 43 9 . 70 9. 97 10 .25 10 . 54 1292 10 . 34
692 . 6 8 . 64 8 . 88 9 . 13 9. 39 9. 65 9 . 92 1291 -1 . 10
620 . 4 7 . 74 7 . 96 8 . 18 8 . 41 8 . 65 8 . 89 1290 9. 28
562 . 7 7 . 02 7 .22 7 . 42 7 . 63 7 . 84 8 . 06 1289 1 . 68
420 . 4 5 .24 5 .39 5 .54 5. 70 5 . 86 6 . 02 1288 8 . 89
752 . 4 9. 38 9 . 65 9 . 92 10 .20 10 . 49 10 . 78 1287 -18 . 08
851 . 7 10 . 62 10 . 92 11 .23 11 . 55 11 . 87 12 .21 1286 -2 . 64
677 . 8 8 . 45 8 . 69 8 . 94 9. 19 9. 45 9. 71 1285 13. 24
692 . 4 8 . 63 8 . 88 9 . 13 9. 39 9 . 65 9. 92 1284 5. 99
575 . 6 7 . 18 7 .38 7 .59 7 . 80 8 . 02 8 .25 1283 9. 20
647 . 5 8 . 07 8 .30 8 .54 8 . 78 9 . 03 9 .28 1282 6. 18
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
6444 6093 5763 5450 5156 4880
102

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #90 from structure #1281 to structure #1280, start set #1 ' ' , end
set #2 "
Cable DNO-12821_96f - 4300 .wir, Ruling span (ft) 1160.17
Sagging data: Catenary (ft) 5160 . 59, Horiz . Tension (lbs) 1924 . 9 Condition
I Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 26 . 9 (deg F)
temperature increase
Weather cases for final after load:
' 15/4W/0 . 25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
' 15/6. 4W/0 .25"I NESC Ice/Wind (250D) '
' 32/OW/0 . 5"Ice Extreme Ice' (controlling case) , Equivalent to 11 . 8 (deg F)
temperature increase
Results below for condition ' Initial RS '
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
1162 . 1 31 . 08 31 . 66 32 .23 32 . 80 33 . 37 33 . 93 1281 -67 . 46
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
1162 . 1 16. 67 16 . 83 16 . 98 17 . 13 17 .28 17 . 42 1281 -67 . 46
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
2031 1994 1959 1925 1892 1861
103

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #91 from structure #1281 to structure #1280, start set #3 ' ' , end
set #4 "
Cable 3-8-7—strand ehs_steel - 3500.wir, Ruling span (ft) 1160.13
Sagging data: Catenary (ft) 5529. 3, Horiz . Tension (lbs) 1509. 5 Condition I
Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 0 .2 (deg F)
temperature increase
Weather cases for final after load:
' 15/4W/0 . 25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
' 15/6. 4W/0 .25"I NESC Ice/Wind (250D) '
' 32/OW/0 . 5"Ice Extreme Ice' (controlling case) , Equivalent to 13 . 9 (deg F)
temperature increase
Results below for condition ' Initial RS '
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
1162 . 1 29. 30 29 . 75 30 . 18 30 . 61 31 . 05 31 . 47 1281 -67 . 52
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
1162 . 1 16. 19 16 .31 16 .43 16. 55 16. 66 16. 78 1281 -67 . 52
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
1577 1553 1531 1510 1488 1468
104

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #92 from structure #1281 to structure #1280, start set #10 end
set #11 "
Cable tern_acsr - 8500.wir, Ruling span (ft) 1159.35
Sagging data: Catenary (ft) 5556.26, Horiz . Tension (lbs) 4977 . 3 Condition
I Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 52 .2 (deg F)
temperature increase
Weather cases for final after load:
' 15/4W/0 . 25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
' 15/6. 4W/0 .25"I NESC Ice/Wind (250D) '
' 32/OW/0 . 5"Ice Extreme Ice' (controlling case) , Equivalent to 21 . 6 (deg F)
temperature increase
Results below for condition ' Initial RS '
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
1161 .3 28 . 14 28 . 91 29 . 66 30 . 42 31 . 18 31 . 94 1281 -67 . 50
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
1161 . 3 15 . 86 16 . 08 16 .29 16. 49 16. 70 16. 90 1281 -67 . 50
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
5380 5237 5105 4977 4856 4741
105

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #93 from structure #1280 to structure #1274, start set #1 ' ' , end
set #2 "
Cable DNO-12821_96f - 3200 .wir, Ruling span (ft) 590. 072
Sagging data: Catenary (ft) 3943. 97, Horiz . Tension (lbs) 1471 . 1 Condition
I Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 20 .2 (deg F)
temperature increase
Weather cases for final after load:
' 15/4W/0 . 25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
' 15/6. 4W/0 .25"I NESC Ice/Wind (250D) '
' 32/OW/0 . 5"Ice Extreme Ice' (controlling case) , Equivalent to 6. 5 (deg F)
temperature increase
Results below for condition ' Initial RS '
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
635 . 1 11 . 42 11 . 88 12 .34 12 . 80 13 .25 13 . 69 1280 0 . 73
599.2 10 . 16 10 .57 10 . 98 11 . 39 11 . 79 12 . 18 1279 -0 . 84
633 .3 11 . 35 11 . 81 12 .27 12 . 73 13 . 17 13 . 61 1278 -7 . 10
559. 6 8 . 86 9 .22 9 .58 9. 94 10 .28 10 . 63 1277 -6. 01
589.5 9. 83 10 .23 10 . 63 11 . 03 11 . 41 11 . 79 1276 2 . 11
484 . 6 6. 65 6 . 92 7 . 18 7 . 45 7 . 71 7 . 97 1275 1 . 66
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
635 . 1 10 . 10 10 .31 10 .51 10 . 70 10 . 89 11 . 06 1280 0 . 73
599.2 9. 53 9 . 72 9 . 91 10 . 09 10 .27 10 . 44 1279 -0 . 84
633 .3 10 . 08 10 .28 10 .48 10 . 67 10 . 85 11 . 03 1278 -7 . 10
559. 6 8 . 90 9 . 08 9 .26 9. 43 9. 59 9. 75 1277 -6. 01
589. 5 9. 38 9 .57 9 .75 9. 93 10 . 10 10 .27 1276 2 . 11
484 . 6 7 . 71 7 . 87 8 . 02 8 . 16 8 . 31 8 . 44 1275 1 . 66
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
1648 1584 1525 1470 1420 1375
106

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #94 from structure #1280 to structure #1274, start set #3 " , end
set #4 "
Cable 3-8-7-strand ehs_steel - 2500.wir, Ruling span (ft) 590 .072
Sagging data: Catenary (ft) 4179. 85, Horiz . Tension (lbs) 1141 . 1 Condition
I Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 0 .2 (deg F)
temperature increase
Weather cases for final after load:
115/4W/0.25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
115/6.4W/0.25"I NESC Ice/Wind (250D) '
' 32/OW/0.5"Ice Extreme Ice' (controlling case) , Equivalent to 12 .5 (deg F)
temperature increase
Results below for condition ' Initial RS'
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
635. 1 11. 07 11 .41 11 .74 12 .07 12 .41 12 . 74 1280 0 . 73
599.2 9. 86 10 . 15 10 .45 10 .74 11 .04 11.33 1279 -0 . 84
633.3 11. 01 11 .34 11 . 68 12 .00 12 .34 12 . 66 1278 -7 . 10
559. 6 8. 60 8 . 86 9. 12 9.37 9. 63 9. 89 1277 -6. 01
589.4 9. 54 9. 82 10 . 12 10 .39 10 . 69 10. 97 1276 2 . 11
484 . 6 6. 45 6. 64 6 . 84 7 .03 7 .22 7 . 41 1275 1 . 66
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
635. 1 9. 95 10 . 10 10 .25 10 .39 10 .53 10 . 67 1280 0 . 73
599.2 9. 39 9.53 9. 67 9. 80 9. 94 10 . 07 1279 -0 . 84
633.3 9. 92 10 . 07 10 .22 10 .36 10 . 50 10 . 64 1278 -7 . 10
559. 6 8. 77 8 . 90 9. 03 9. 15 9.28 9 . 40 1277 -6. 01
589.4 9.24 9.37 9.51 9. 64 9 . 78 9. 91 1276 2 . 11
484. 6 7.59 7 .71 7 . 82 7 . 93 8 . 04 8. 14 1275 1 . 66
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
1243 1207 1173 1141 1110 1081
107

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #95 from structure #1280 to structure #1274, start set #10 end
set #11 "
Cable tern_acsr - 7350.wir, Ruling span (ft) 589. 936
Sagging data: Catenary (ft) 4910 . 02, Horiz . Tension (lbs) 4398 . 4 Condition
I Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 40 . 6 (deg F)
temperature increase
Weather cases for final after load:
' 15/4W/0 . 25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
' 15/6. 4W/0 .25"I NESC Ice/Wind (250D) '
' 32/OW/0 . 5"Ice Extreme Ice' (controlling case) , Equivalent to 12 . 1 (deg F)
temperature increase
Results below for condition ' Initial RS '
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
634 . 6 8 . 60 9 . 13 9 . 69 10 .27 10 . 85 11 . 45 1280 0 . 16
599.2 7 . 66 8 . 14 8 . 63 9. 15 9. 67 10 .20 1279 -0 . 84
633 .3 8 . 56 9 . 09 9 . 65 10 .22 10 . 80 11 . 40 1278 -6. 16
559. 6 6. 68 7 . 10 7 .53 7 . 98 8 . 43 8 . 90 1277 -6. 22
589.5 7 . 42 7 . 88 8 .36 8 . 86 9. 36 9. 87 1276 2 . 11
484 .2 5 . 00 5 .31 5 . 64 5. 98 6. 31 6. 66 1275 1 . 49
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
634 . 6 8 . 77 9 . 04 9 .31 9. 58 9. 85 10 . 12 1280 0 . 16
599.2 8 .28 8 .53 8 .79 9. 05 9. 30 9. 55 1279 -0 . 84
633 .3 8 . 75 9 . 02 9 .29 9. 56 9. 83 10 . 10 1278 -6. 16
559. 6 7 . 73 7 . 97 8 .21 8 . 45 8 . 68 8 . 92 1277 -6. 22
589. 5 8 . 14 8 .39 8 . 65 8 . 90 9. 15 9. 40 1276 2 . 11
484 .2 6. 69 6 . 89 7 . 10 7 . 31 7 . 51 7 . 72 1275 1 . 49
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
5247 4942 4657 4394 4160 3942
108

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #96 from structure #1274 to structure #1273, start set #1 end
set #2 "
Cable DNO-12821_96f - 4300 .wir, Ruling span (ft) 1371.2
Sagging data: Catenary (ft) 5010 . 46, Horiz . Tension (lbs) 1868 . 9 Condition
I Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 26 . 9 (deg F)
temperature increase
Weather cases for final after load:
' 15/4W/0 . 25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
' 15/6. 4W/0 .25"I NESC Ice/Wind (250D) '
' 32/OW/0 . 5"Ice Extreme Ice' (controlling case) , Equivalent to 12 . 5 (deg F)
temperature increase
Results below for condition ' Initial RS '
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
1371 . 9 45 .29 45 . 88 46 .48 47 . 05 47 . 63 48 .21 1274 -43. 12
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
1371 . 9 20 . 13 20 .26 20 .39 20 . 51 20 . 64 20 . 76 1274 -43. 12
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
1941 1916 1892 1869 1846 1824
109

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #97 from structure #1274 to structure #1273, start set #3 ' ' , end
set #4 "
Cable 3-8-7—strand ehs_steel - 3500.wir, Ruling span (ft) 1371.21
Sagging data: Catenary (ft) 5264 . 47, Horiz . Tension (lbs) 1437 .2 Condition
I Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 0 .2 (deg F)
temperature increase
Weather cases for final after load:
' 15/4W/0 . 25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
' 15/6. 4W/0 .25"I NESC Ice/Wind (250D) '
' 32/OW/0 . 5"Ice Extreme Ice' (controlling case) , Equivalent to 14 . 9 (deg F)
temperature increase
Results below for condition ' Initial RS '
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
1371 . 9 43 . 42 43 . 88 44 .33 44 . 77 45 .22 45 . 66 1274 -43. 12
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
1371 . 9 19. 71 19 . 81 19 . 91 20 . 01 20 . 11 20 .21 1274 -43. 12
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
1482 1466 1452 1437 1423 1409
110

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #98 from structure #1274 to structure #1273, start set #10 ' ' , end
set #11 "
Cable tern_acsr - 8500.wir, Ruling span (ft) 1370.3
Sagging data: Catenary (ft) 5485. 6, Horiz . Tension (lbs) 4914 Condition I
Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 53 . 6 (deg F)
temperature increase
Weather cases for final after load:
' 15/4W/0 . 25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
' 15/6. 4W/0 .25"I NESC Ice/Wind (250D) '
' 32/OW/0 . 5"Ice Extreme Ice' (controlling case) , Equivalent to 23 . 4 (deg F)
temperature increase
Results below for condition ' Initial RS '
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
1371 . 0 40 . 48 41 .29 42 . 10 42 . 90 43 . 71 44 . 50 1274 -43. 12
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
1371 . 0 19. 03 19 .22 19 .40 19. 59 19. 77 19. 95 1274 -43. 12
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
5208 5106 5008 4915 4824 4739
111

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #99 from structure #1273 to structure #1272, start set #1 end
set #2 "
Cable DNO-12821_96f - 3200 .wir, Ruling span (ft) 618.47
Sagging data: Catenary (ft) 3886. 6, Horiz . Tension (lbs) 1449. 7 Condition I
Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 19 . 9 (deg F)
temperature increase
Weather cases for final after load:
' 15/4W/0 . 25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
' 15/6. 4W/0 .25"I NESC Ice/Wind (250D) '
' 32/OW/0 . 5"Ice Extreme Ice' (controlling case) , Equivalent to 6. 5 (deg F)
temperature increase
Results below for condition ' Initial RS '
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
713 . 8 14 . 80 15 .34 15 . 87 16. 42 16. 94 17 . 45 1273 20 . 35
383 . 4 4 .27 4 .42 4 .58 4 . 73 4 . 88 5 . 03 1272A 12 . 79
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
713 . 8 11 . 51 11 .71 11 . 92 12 . 12 12 . 31 12 . 49 1273 20 . 35
383 . 4 6. 18 6.29 6 .40 6. 51 6. 61 6. 71 1272A 12 . 79
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
1607 1550 1498 1449 1404 1363
112

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #100 from structure #1273 to structure #1272, start set #3 end
set #4 "
Cable 3-8-7-strand ehs_steel - 2500.wir, Ruling span (ft) 618 .518
Sagging data: Catenary (ft) 4083. 15, Horiz . Tension (lbs) 1114 . 7 Condition
I Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 0 .2 (deg F)
temperature increase
Weather cases for final after load:
' 15/4W/0 . 25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
' 15/6. 4W/0 .25"I NESC Ice/Wind (250D) '
' 32/OW/0 . 5"Ice Extreme Ice' (controlling case) , Equivalent to 12 . 5 (deg F)
temperature increase
Results below for condition ' Initial RS '
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
713 . 9 14 . 45 14 . 84 15 .23 15. 63 16. 01 16. 40 1273 20 . 35
383 .3 4 . 16 4 .28 4 .39 4 . 50 4 . 61 4 . 73 1272A 12 . 79
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
713 . 9 11 . 37 11 .52 11 . 67 11 . 82 11 . 97 12 . 11 1273 20 . 35
383 .3 6. 10 6 . 18 6 .27 6. 35 6. 42 6. 50 1272A 12 . 79
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
1205 1173 1143 1114 1087 1062
113

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #101 from structure #1273 to structure #1272, start set #10 ' ' , end
set #11 "
Cable tern_acsr - 8500.wir, Ruling span (ft) 618 .07
Sagging data: Catenary (ft) 6037 . 06, Horiz . Tension (lbs) 5408 Condition I
Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 46 .2 (deg F)
temperature increase
Weather cases for final after load:
' 15/4W/0 . 25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
' 15/6. 4W/0 .25"I NESC Ice/Wind (250D) '
' 32/OW/0 . 5"Ice Extreme Ice' (controlling case) , Equivalent to 15 . 6 (deg F)
temperature increase
Results below for condition ' Initial RS '
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
713 . 4 8 . 86 9 .38 9 . 94 10 . 55 11 . 17 11 . 84 1273 19. 74
382 . 8 2 . 55 2 . 70 2 . 86 3. 04 3 .22 3 . 41 1272A 13. 40
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
713 . 4 8 . 90 9 . 16 9 .43 9. 71 10 . 00 10 .29 1273 19. 74
382 . 8 4 . 78 4 . 92 5 . 06 5.21 5 . 36 5 . 52 1272A 13. 40
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
6437 6078 5736 5406 5104 4818
114

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #102 from structure #1272 to structure #1249 A, start set #1 " , end
set #2 "
Cable DNO-12821_96f - 3200 .wir, Ruling span (ft) 615.568
Sagging data: Catenary (ft) 3883. 65, Horiz . Tension (lbs) 1448 . 6 Condition
I Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 19 . 9 (deg F)
temperature increase
Weather cases for final after load:
115/4W/0.25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
115/6.4W/0.25"I NESC Ice/Wind (250D) '
' 32/OW/0.5"Ice Extreme Ice' (controlling case) , Equivalent to 6.5 (deg F)
temperature increase
Results below for condition ' Initial RS'
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
525. 6 8. 02 8 .31 8 . 61 8 . 90 9.18 9. 47 1272 6. 90
543.5 8. 58 8 . 89 9.20 9.52 9.82 10. 13 1271 0 . 82
634.3 11. 68 12 . 11 12 .54 12 . 97 13 .38 13. 79 1270 -0 . 96
677 . 8 13. 34 13. 83 14 .32 14 . 81 15 .28 15. 75 1269 9.44
556.5 9. 00 9.33 9. 66 9. 99 10 .30 10. 62 1268 21 . 93
483 .4 6. 79 7 . 04 7 .29 7 .54 7 .77 8. 02 1267 18 .59
614. 9 10. 98 11 .38 11 .78 12 . 19 12 .57 12 . 96 1266 8 .40
512. 9 7. 64 7 . 92 8 .20 8 .48 8 .75 9. 02 1265 -7 . 81
636. 1 11. 75 12 . 18 12 . 61 13.04 13 .45 13. 87 1264 -3.32
514. 1 7 . 68 7 . 96 8 .24 8 .52 8 .79 9. 06 1263 -16. 12
609.2 10 . 78 11 . 17 11 .57 11 . 96 12 .34 12 . 73 1262 -15. 81
693.5 13 . 98 14 .49 15. 00 15.51 16.01 16.50 1261 -29. 96
583. 0 9. 87 10 .23 10 .59 10 . 95 11 .30 11. 65 1260 5.43
585. 1 9. 94 10 .30 10 . 67 11 .03 11 .38 11. 74 1259 -5. 68
634.2 11. 68 12 . 11 12 .53 12 . 96 13 .37 13. 79 1258 -11 .42
383.2 4.26 4 .42 4 .58 4 .73 4 .88 5. 03 1257 -8 . 14
390.5 4. 43 4 .59 4 .75 4 . 91 5 .07 5.23 1256 -11 . 01
904.7 23. 77 24 . 64 25.51 26.39 27 .23 28. 08 1255 3.40
798 . 1 18.50 19. 18 19. 85 20 .54 21 .19 21. 85 1254 -4 .37
599. 9 10. 45 10 . 83 11 .21 11 . 60 11 . 96 12 .34 1253 -3. 97
533. 9 8.27 8 .58 8 . 88 9. 18 9.47 9. 77 1252 -0 . 80
465.5 6.29 6.52 6.75 6. 98 7 .20 7 . 43 1251 9.49
434 . 8 5. 49 5. 69 5. 89 6. 10 6.29 6. 48 1250 15. 87
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
525. 6 8. 47 8 . 62 8 .77 8 . 92 9.06 9.20 1272 6. 90
543.5 8. 76 8 . 92 9. 07 9. 23 9.37 9.52 1271 0 . 82
634 .3 10.22 10 .41 10 .59 10 . 77 10 . 94 11. 11 1270 -0 . 96
677 . 8 10. 92 11 . 12 11 .32 11 . 51 11 . 69 11. 87 1269 9.44
556.5 8. 97 9. 13 9.29 9. 45 9. 60 9. 75 1268 21 . 93
483.4 7. 79 7 . 93 8 . 07 8 . 21 8 .34 8. 47 1267 18 .59
115

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
614. 9 9. 91 10 . 09 10 .27 10 .44 10 . 60 10. 77 1266 8 .40
512. 9 8.27 8 .42 8 .56 8 .71 8 . 84 8. 98 1265 -7 . 81
636. 1 10.25 10 .44 10 . 62 10 . 80 10 . 97 11. 14 1264 -3.32
514. 1 8.29 8 .44 8 .58 8 .73 8 .87 9. 00 1263 -16. 12
609.2 9. 82 10 . 00 10 . 17 10 .34 10 .51 10. 67 1262 -15. 81
693.5 11. 18 11 .38 11 .58 11 .78 11 . 97 12 . 15 1261 -29. 96
583. 0 9. 39 9.56 9.73 9. 90 10 .05 10.21 1260 5.43
585. 1 9. 43 9. 60 9.77 9. 93 10 .09 10.25 1259 -5. 68
634.2 10.22 10 .41 10 .59 10 .77 10 . 94 11. 11 1258 -11 .42
383 .2 6. 18 6.29 6.40 6.51 6. 61 6. 71 1257 -8 . 14
390 .5 6.29 6.41 6.52 6. 63 6.73 6. 84 1256 -11 . 01
904.7 14.58 14 . 85 15. 11 15.36 15 . 61 15 . 85 1255 3.40
798. 1 12. 86 13. 10 13.33 13.55 13 .77 13 . 98 1254 -4 .37
599. 9 9. 67 9. 84 10 . 01 10 . 18 10 .34 10.50 1253 -3. 97
533 . 9 8. 60 8 .76 8 . 91 9.06 9.21 9.35 1252 -0 . 80
465.5 7. 50 7 . 64 7 .77 7 . 90 8 .03 8. 15 1251 9.49
434. 8 7. 01 7 . 14 7 .26 7 .38 7 .50 7 . 62 1250 15. 87
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
1607 1550 1497 1448 1403 1361
116

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #103 from structure #1272 to structure #1249 A, start set #3 ' ' , end
set #4 "
Cable 3-8-7-strand ehs_steel - 2500.wir, Ruling span (ft) 616.238
Sagging data: Catenary (ft) 4080 . 59, Horiz . Tension (lbs) 1114 Condition I
Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 0 .2 (deg F)
temperature increase
Weather cases for final after load:
115/4W/0.25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
115/6.4W/0.25"I NESC Ice/Wind (250D) '
' 32/OW/0.5"Ice Extreme Ice' (controlling case) , Equivalent to 12 . 8 (deg F)
temperature increase
Results below for condition ' Initial RS'
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
525.5 7. 83 8 . 04 8 .25 8 .46 8 . 68 8. 89 1272 6. 90
543.5 8. 37 8 .59 8 . 83 9.05 9.28 9.51 1271 0 . 82
634.3 11. 40 11 .71 12 . 02 12 .33 12 . 64 12 . 95 1270 -0 . 96
677 . 8 13. 02 13.37 13.73 14 .08 14 .43 14 . 79 1269 9.44
556.5 8. 78 9. 02 9.26 9.50 9.74 9. 97 1268 21 . 93
483 .4 6. 63 6. 80 6. 99 7 . 17 7 .35 7 .52 1267 18 .59
614. 9 10. 72 11 . 00 11 .30 11 .59 11 .88 12 . 17 1266 8 .40
512. 9 7. 45 7 . 65 7 . 86 8 .06 8 .26 8. 47 1265 -7 . 81
636. 0 11. 46 11 .77 12 . 09 12 .40 12 .71 13. 02 1264 -3.32
514. 1 7. 49 7 . 69 7 . 90 8 . 10 8 .31 8.51 1263 -16. 12
609.2 10. 52 10 . 80 11 . 09 11 .38 11 . 66 11. 95 1262 -15. 81
693.5 13. 64 14 . 01 14 .38 14 .75 15 .12 15. 49 1261 -29. 96
583. 0 9. 63 9. 89 10 . 15 10 .41 10 . 68 10. 94 1260 5.43
585. 1 9. 70 9. 96 10 .23 10 .49 10 .75 11. 02 1259 -5. 68
634.2 11. 40 11 .71 12 . 02 12 .33 12 . 64 12 . 95 1258 -11 .42
383.3 4. 16 4 .27 4 .39 4 .50 4 . 61 4 . 73 1257 -8 . 14
390.5 4. 32 4 .44 4 .56 4 . 67 4 .79 4 . 91 1256 -11 . 01
904.7 23.20 23. 82 24 .46 25.09 25 .72 26.35 1255 3.40
798 . 1 18. 05 18 .54 19. 04 19.53 20 .02 20.51 1254 -4 .37
599. 9 10.20 10 .47 10 .75 11 .03 11 .30 11.58 1253 -3. 97
533. 9 8. 08 8 .29 8 .52 8 .73 8 . 95 9. 17 1252 -0 . 80
465.5 6. 14 6.30 6.47 6. 64 6.81 6. 97 1251 9.49
479.3 6. 51 6. 69 6. 87 7 .04 7 .22 7 . 40 1250 15. 87
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
525.5 8. 37 8 .48 8 .59 8 .70 8 .81 8 . 92 1272 6. 90
543.5 8. 65 8 .77 8 . 88 9.00 9.11 9.22 1271 0 . 82
634 .3 10. 10 10 .23 10 .37 10 .50 10 . 63 10. 76 1270 -0 . 96
677 . 8 10. 79 10 . 94 11 . 08 11 .22 11 .36 11.50 1269 9.44
556.5 8. 86 8 . 98 9. 10 9.22 9.33 9. 44 1268 21 . 93
483.4 7. 70 7 . 80 7 . 90 8 .01 8 .11 8.20 1267 18 .59
117

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
614. 9 9. 79 9. 92 10 . 05 10 . 18 10 .31 10. 43 1266 8 .40
512. 9 8 . 17 8 .27 8 .38 8 .49 8 . 60 8. 70 1265 -7 . 81
636. 0 10 . 13 10 .26 10 .40 10 .53 10 . 66 10. 79 1264 -3.32
514. 1 8. 19 8 .30 8 .41 8 .51 8 . 62 8. 72 1263 -16. 12
609.2 9. 70 9. 83 9. 96 10 .09 10 .21 10.34 1262 -15. 81
693.5 11. 05 11 . 19 11 .34 11 .49 11 . 63 11. 77 1261 -29. 96
583. 0 9.28 9.40 9.53 9. 65 9.77 9. 89 1260 5.43
585. 1 9. 31 9.44 9.56 9. 69 9.81 9. 93 1259 -5. 68
634.2 10. 10 10 .23 10 .37 10 .50 10 . 63 10. 76 1258 -11 .42
383 .3 6. 10 6. 18 6.26 6.34 6.42 6.50 1257 -8 . 14
390 .5 6.22 6.30 6.38 6.46 6.55 6. 62 1256 -11 . 01
904.7 14. 41 14 . 60 14 .79 14 . 98 15 .17 15.35 1255 3.40
798. 1 12. 71 12 . 88 13. 05 13.22 13 .38 13.54 1254 -4 .37
599. 9 9. 55 9. 68 9. 81 9. 93 10 .06 10. 18 1253 -3. 97
533 . 9 8 . 50 8 . 61 8 .73 8 . 84 8 . 95 9. 06 1252 -0 . 80
465.5 7 . 41 7 .51 7 . 61 7 .71 7 . 80 7 . 90 1251 9.49
479.3 7. 63 7 .73 7 . 84 7 . 94 8 .04 8. 13 1250 15. 87
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
1205 1173 1143 1114 1087 1061
118

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #104 from structure #1272 to structure #1249 A, start set #10
end set #11 "
Cable tern_acsr - 7500.wir, Ruling span (ft) 615. 838
Sagging data: Catenary (ft) 4986.72, Horiz . Tension (lbs) 4467 . 1 Condition
I Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 41 .7 (deg F)
temperature increase
Weather cases for final after load:
115/4W/0.25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
115/6.4W/0.25"I NESC Ice/Wind (250D) '
' 32/OW/0.5"Ice Extreme Ice' (controlling case) , Equivalent to 12 .8 (deg F)
temperature increase
Results below for condition ' Initial RS'
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
525. 1 5. 83 6 . 18 6.54 6. 91 7 .29 7 . 68 1272 6.33
543.5 6.25 6 . 62 7 . 01 7 .40 7 .81 8.22 1271 0 . 82
634.3 8. 51 9 . 02 9.54 10 .08 10 . 64 11.20 1270 -0 . 96
677 . 8 9. 72 10 .30 10 . 90 11 .51 12 .15 12 . 79 1269 10 . 18
556.5 6. 56 6. 95 7 .35 7 .77 8 . 19 8. 63 1268 21 . 19
483.4 4 . 95 5.24 5.55 5. 86 6. 18 6.51 1267 18 .59
614. 9 8. 00 8 .47 8 . 97 9.48 10 . 00 10.53 1266 8 .36
512 . 9 5. 57 5. 90 6.24 6.59 6. 96 7 .32 1265 -7 .77
636. 1 8. 56 9. 07 9. 60 10 . 14 10 .70 11.26 1264 -3.32
514. 1 5. 59 5. 93 6.27 6. 63 6. 99 7 .36 1263 -16. 12
609.2 7. 85 8 .32 8 . 81 9.30 9.82 10.34 1262 -15. 85
693.5 10. 18 10 .79 11 .42 12 .06 12 .73 13. 40 1261 -29. 18
583. 0 7. 19 7 . 62 8 . 06 8 .52 8 . 99 9. 46 1260 4 . 69
585. 1 7.24 7 . 67 8 . 12 8 .58 9.05 9.53 1259 -5. 68
634 .2 8. 51 9. 02 9.54 10 .08 10 . 64 11.20 1258 -11 .42
383.2 3. 11 3.29 3.48 3. 68 3 .88 4 . 09 1257 -7 .40
390.4 3.23 3.42 3. 62 3. 82 4 .03 4 .24 1256 -11 .79
904.7 17. 32 18 .35 19.42 20 .52 21 . 65 22 . 79 1255 3.40
798. 1 13. 48 14 .28 15. 11 15. 97 16.85 17 . 74 1254 -4 .37
599. 9 7. 61 8 . 06 8 .53 9.02 9.52 10. 02 1253 -3. 93
533 . 9 6. 03 6.39 6.76 7 . 14 7 .54 7 . 93 1252 -0 . 06
465.5 4 . 58 4 . 86 5. 14 5.43 5 .73 6. 03 1251 8 .75
456.3 4 . 41 4 . 67 4 . 94 5.22 5 .51 5. 80 1250 15.44
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
525. 1 7.22 7 .43 7 . 65 7 . 86 8 .07 8.29 1272 6.33
543.5 7. 48 7 .70 7 . 92 8 . 14 8 .36 8.58 1271 0 . 82
634.3 8. 73 8 . 98 9.24 9. 50 9.75 10. 01 1270 -0 . 96
677. 8 9. 32 9. 60 9. 87 10 . 15 10 .42 10. 70 1269 10 . 18
556.5 7. 66 7 . 88 8 . 11 8 . 33 8 .56 8. 78 1268 21 . 19
119

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
483.4 6. 65 6. 85 7 . 04 7 .24 7 . 44 7 . 63 1267 18 .59
614. 9 8. 46 8 .71 8 . 96 9.21 9. 46 9. 70 1266 8 .36
512. 9 7. 06 7 .26 7 .47 7 . 68 7 .89 8. 09 1265 -7 .77
636. 1 8. 75 9. 01 9.26 9.52 9.78 10. 04 1264 -3.32
514. 1 7. 07 7 .28 7 .49 7 .70 7 . 91 8 . 11 1263 -16. 12
609.2 8. 38 8 . 63 8 . 87 9. 12 9.37 9. 61 1262 -15. 85
693.5 9. 54 9. 82 10 . 11 10 .39 10 . 67 10. 95 1261 -29. 18
583 . 0 8. 02 8 .25 8 .49 8 .73 8 . 96 9.20 1260 4 . 69
585. 1 8. 05 8 .28 8 .52 8 .76 9.00 9.23 1259 -5. 68
634 .2 8. 73 8 . 98 9.24 9.50 9.75 10. 01 1258 -11 .42
383 .2 5.27 5.43 5.58 5.74 5 .89 6. 05 1257 -7 .40
390 .4 5. 37 5.53 5. 69 5. 85 6.01 6. 16 1256 -11 .79
904.7 12. 45 12 . 81 13. 18 13.55 13 . 92 14 .28 1255 3.40
798. 1 10. 98 11 .30 11 . 63 11 . 95 12 .28 12 . 60 1254 -4 .37
599. 9 8.25 8 .49 8 .74 8 . 98 9.23 9. 47 1253 -3. 93
533. 9 7. 34 7 .56 7 .78 7 . 99 8 .21 8. 42 1252 -0 . 06
465.5 6. 40 6.59 6.78 6. 97 7 .16 7 .35 1251 8 .75
456.3 6.28 6.46 6. 65 6. 83 7 .02 7 .20 1250 15.44
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
5294 4998 4723 4470 4236 4024
120

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #105 from structure #1249 A to structure #SUB DE A, start set #1
end set #11 'SW2 '
Cable 3-8-7—strand ehs_steel - 2500.wir, Ruling span (ft) 427 .735
Sagging data: Catenary (ft) 4887 . 91, Horiz . Tension (lbs) 1334 . 4 Condition
I Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 0 .2 (deg F)
temperature increase
Weather cases for final after load:
' 15/4W/0 . 25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
' 15/6. 4W/0 .25"I NESC Ice/Wind (250D) '
' 32/OW/0 . 5"Ice Extreme Ice' (controlling case) , Equivalent to 9. 7 (deg F)
temperature increase
Results below for condition ' Initial RS '
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
427 . 8 4 . 07 4 .27 4 . 47 4 . 69 4 . 90 5 . 12 1249 A -6. 73
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
427 . 8 6. 04 6 . 18 6 .33 6. 47 6. 62 6. 77 1249 A -6. 73
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
1533 1463 1396 1333 1275 1221
121

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #106 from structure #1249 A to structure #SUB DE A, start set #3
end set #1 'Shield Wire'
Cable 3-8-7—strand ehs_steel - 2500.wir, Ruling span (ft) 470 . 921
Sagging data: Catenary (ft) 4652 . 75, Horiz . Tension (lbs) 1270 .2 Condition
I Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 0 .2 (deg F)
temperature increase
Weather cases for final after load:
' 15/4W/0 . 25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
' 15/6. 4W/0 .25"I NESC Ice/Wind (250D) '
' 32/OW/0 . 5"Ice Extreme Ice' (controlling case) , Equivalent to 10 . 7 (deg F)
temperature increase
Results below for condition ' Initial RS '
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
471 . 0 5 .26 5 . 49 5 .73 5. 96 6.21 6. 45 1249 A -6. 83
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
471 . 0 6. 86 7 . 01 7 . 16 7 . 30 7 . 45 7 . 60 1249 A -6. 83
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
1438 1379 1322 1270 1220 1174
122

GROUP-2 L902 REBUILD DRAM - BOBN STRINGING CHARTS
L902 BOISE BENCH TO MIDPOINT
Section #107 from structure #1249 A to structure #SUB DE A, start set #10
end set #2 'Phase'
Cable tern_acsr - 7000.wir, Ruling span (ft) 446. 932
Sagging data: Catenary (ft) 4679. 95, Horiz . Tension (lbs) 4192 . 3 Condition
I Temperature (deg F) 60
Weather case for final after creep 60 Deg F, Equivalent to 36 . 4 (deg F)
temperature increase
Weather cases for final after load:
' 15/4W/0 . 25"I NESC Medium (250B) '
' 60/20W/OI Extreme Wind (250C) '
' 15/6. 4W/0 .25"I NESC Ice/Wind (250D) '
' 32/OW/0 . 5"Tce Extreme Ice' (controlling case) , Equivalent to 10 . 0 (deg F)
temperature increase
Results below for condition ' Initial RS '
Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
447 . 0 4 .25 4 .59 4 . 95 5. 34 5 . 75 6. 17 1249 A -4 .29
Span 3 3 3 3 3 3 Left Span
Length Wave Wave Wave Wave Wave Wave Struct Vertical
Time Time Time Time Time Time Number Projection
30 F 40 F 50 F 60 F 70 F 80 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. (ft)
447 . 0 6. 17 6 . 40 6 . 66 6. 91 7 . 17 7 . 43 1249 A -4 .29
Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension
30 F 40 F 50 F 60 F 70 F 80 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
5260 4878 4517 4192 3894 3627
123

X
v
D
m
r
X. DAMPER LAYOUT o

AFL Vibration Protection Recommendations — Spacing Notes
Notes:
1. TANGENT SPANS - PHASE CONDUCTOR AND OVERHEAD GROUND WIRE:
"Level One Damping" means one damper placement per conductor at one end of the span only. "Two dampers per
conductor" means two damper placements (one damper placement at each end of the span).
2. TANGENT SPANS - DEADENDED AT ONE END - PHASE CONDUCTOR:
In spans deadended at one end only, and requiring only one damper per conductor, the damper should be placed at the
tangent structure, spaced in accordance with Dimension A or B. If the span requires three dampers per conductor, then
one damper should be placed at the tangent structure, spaced in accordance with Dimension A or B, and two dampers
should be placed at the deadended structure, spaced in accordance with Dimensions C and D. Normally, two dampers
are recommended at conductor deadends with insulator strings, as it is impossible to accurately predict the location of
vibration node points relative to the conductor deadend. With just one damper at a deadend, the damper could, under
certain wind conditions, be at a node point. The effectiveness of two dampers, spaced as recommended, assures that at
least one of the two dampers will be effective at all times.
3. TANGENT SPANS - DEADENDED AT ONE END - OVERHEAD GROUND WIRE:
In spans deadended at one end only, and requiring only one damper per wire, the damper should be placed at the
tangent structure, spaced in accordance with Dimension A or B. If the span requires two dampers per wire, then one
damper should be placed at the tangent structure, in accordance with Dimension A or B, and one damper should be
placed at the deadend, spaced in accordance with Dimension C.
4. SPANS DEADENDED AT BOTH ENDS - PHASE CONDUCTOR:
"Two dampers per conductor" means two dampers at one end of the span only, spaced in accordance with Dimensions C
and D. "Four dampers per conductor" means two dampers at each end of the span, spaced in accordance with
Dimensions C and D. Normally, two dampers are recommended at conductor deadends with insulator strings, as it is
impossible to accurately predict the location of vibration node points relative to the conductor deadend. With just one
damper at a deadend, the damper could, under certain wind conditions, be at a node point. The effectiveness of a
damper on a node is significantly reduced. The use of two dampers, spaced as recommended, assures that at least one
of the two dampers will be effective at all times.
5. SPANS DEADENDED AT BOTH ENDS - OVERHEAD GROUND WIRE:
"One damper per conductor" means one damper at one end of the span, spaced in accordance with Dimension C. "Two
dampers per conductor" means one damper located at each end of the span, spaced in accordance with Dimension C.
6. SPANS DEADENDED AT BOTH ENDS, OR TANGENT SPANS OF DEADENDED-AT-ONE-END, FOR OHGW,
UTILIZING A FORMED GUY GRIP DEADEND:
We do not recommend the installation of damper clamps over formed-guy-grip type deadends. Therefore, where
vibration protection is required for spans using the formed type deadends, two dampers will be required at each deadend
location, with the first damper spaced at the end of the rods and the second damper located in accordance with
Dimension D.
7. DAMPERS OVER ARMOR RODS:
Dampers with the clamps placed over armor rods are not as effective as dampers with the clamp placed directly on the
conductor. Therefore, if armor rods are used, the rods should be short enough as to permit installation of the damper
clamp over the bare conductor, using the recommended Dimension B spacing. The Dimension B is used whenever
armor rods, line guards or AGS units are specified. In the event the rod lengths are too long to permit installation directly
on the conductor, the damper clamp must be selected to fit over the installed rods.
8. SELECTIVE DAMPING:
If a span falls near the border between protection levels, it may be advisable to add additional damping in severe
wind exposure areas. There are a couple of ways to do this in Vibrec. The first way is to set a minimum protection
level for the ruling span in question. Note that this will set the minimum number of damper placements for every
span within the ruling span. The second way is to activate the feature called "Selective Damping" for the ruling span
in question. Selective damping will apply dampers in spans adjacent to spans containing dampers, even if the
adjacent spans did not previously contain dampers. This will add damping to the adjacent spans to ensure vibration
from those spans do not affect the span requiring dampers.
9. If there are any questions with respect to the damper recommendations or placement, contact AFL technical
support at 1-800-866-7385 or [e-mail].

TANGENT SPANS
A A
Without Armor Rods Without imps` Rods
B
With Armor Rods Aznxs
t
DEADEND SPANS -PHASE CONDUCTORS
C B'
:a�. r. d Dampe,r
DEADEND SPANS - OVERHEAD GROUND WIRE
Compression -
I
Bolted
Strain Clamp
D
4
'Formed Grip

rrwAFL Vibrec
R E P O R T
L902 GROUP-2 DRAM TO RTSN DAMPERS
Environment: Wind=15 mph, AAMT=O°F, AAT=60°F
Damper Summary
Damper Catalog Quantity Bolt (in) Torque (ft*lbs)
1706AA-9 2028 1/2 25
3309 2955 5/8 40
OVD461/570 15 7/16 20
CAUTION: Damper Recommendation applies for specified AFL dampers only. If alternative type or different manufacturer
dampers are applied instead it is possible that damage will occur on the conductor and/or the accessories.
Certain information such as the data, opinions or recommendations set forth herein given by AFL representatives or by any software licensed
by AFL, is intended solely as a general guide and only applies to AFL products. Each installation of overhead electrical conductor, underground
electrical conductor, and/or conductor accessories involves special conditions creating_problems that require individual solutions. Therefore,.
the recipient of this information has the sole responsibility in connection with the use of the information. AFL does not assume any liability in
connection with such information.
Generated by AFL VIBREC version :1.4.125
2023-Jun-25

Span Information Tensions (Ibs) Guard Total Dmpr Qty Protection Ranges (ft)
Item Ruling (ft) Max. (ft) # of Bundle Phase Initial Final Type 1706AA-9 N/A Level 0 Level 1 Level 2
Spans Circuit
1 620.6 721.671 18 2 3 9559 5038 NONE 126 0 0-75 75-655 655-1310
L902- DEAD-END SUSPE14SION 1st Damper From Suspension =
41 in
21 - ''�'' _IX , 1st Damper From Deadend = 41
TO 10 �41—{-"3 3 41 i n
1508 AqipFpm T ___._ - s rasp -ems a,blh ends 2nd Damper- 33 in
1296.8 1 2 3 6764 4918 NONE 24 0 0-195 195- 1050-
2 1050 2100
1508 DEAD-END
TO 1st Damper From Deadend = 41
in
—I
1507 ��4 33 2nd Damper= 33 in
-,T=-sue,e=dsnmers an butt aids_
611.1 740.601 17 2 3 8375 4430 NONE 102 0 0-110 1 110-790 790-1580
3
1507 SUSPENS1011
ti--� 1 st Damper From Suspension
TO =
u I 39 in
1490 39�1
1565--
4 1173.7 1 2 3 4893 3916 NONE 12 0 0-455 15 455 3130
1490 DEAD-END
TO I 1 st Damper From Deadend = 37
_-' in
1489 �3T 29 2nd Damper= 29 in
584 643.317 3 2 3 6367 3541 NONE 18 0 0-225 225- 1135-
5 1135 2270
1489 SUSPENSION
TO u = -s 1 st Damper From Suspension =
1486 35—1 35 in
1545.9 1 2 3 5978 4834 NONE 24 0 0-270 270- 1230-
E 1230 2460
1486 DEAD-END
_ 1st Damper From Deadend = 40
TO in
1485 4W4—33 2nd Damper= 33 in
7 762.4 973.593 7 2 3 7801 4523 NONE 54 0 0-135 135-870 870-1740

1485 DEAD-END SUSPENSION 1st Damper From Suspension =
39 in
1478 v --II 1st Damper From Deadend = 39
39�32�1 39—I in
2nd Damper= 32 in
770.1 1022.316 14 2 3 6319 3942 NONE 84 0 0-230 230- 1145-
8 1145 2290
1478 SUSPENSION
TO 1st Damper From Suspension =
1464 37-1 37 in
681.1 814.315 1 22 2 3 8108 4471 NONE 132 0 0-120 120-825 825-1650
9
1464 SUSPE14SI011
TO '�7--' 1st Damper From Suspension =
39�� 39 in
1442
1098.2 1 2 3 6172 4444 NONE 12 0 0-245 245- 1 1180-
10 1 1180 2360
1442 DEAD-END
TO I�� 1st Damper From Deadend = 39
Wit — —I— in
1441 3T4—31 2nd Damper= 31 in
1072.8 1 2 3 6178 4400 NONE 12 0 0-245 245- 1 1180-
11 1180 2360
1441 DEAD-END
TO 1 st Damper From Deadend = 39
in
1440 k 39+31 2nd Damper= 31 in
777.6 1007.665 7 2 3 6320 3967 NONE 42 0 0-230 230- 1145-
12 1145 j 2290
1440 SUSPEI-ISIO41
TO -. 1st Damper From Suspension =
1433 37�� 37 in
863.2 1217,645 9 2 3 6324 3900 NONE 60 0 0-230 230- 1145-
13 1145 2290
1433 DEAD-END SUSPENSIONd 1st Damper From Suspension =
V�$� _ _ ,n,�_,_ 37 in
TO
1st Damper From Deadend = 37
1424 3r—[ 29 37 in
Amcftw T= =_�4' �- 2nd Damper= 29 in
14 1356.5 1 2 3 5628 4480 NONE 24 0 0-315 315- 1325-
1325 1 2650

1424 DEAD-END
1st Damper From Deadend = 39
1423t 3' —I in
39'-"31 2nd Damper= 31 in
715.1 915.607 8 2 3 5966 3705 NONE 48 0 0-270 270- 1230-
15 1 1230 2460
1423 SUSPENSION
TO 1st Damper From Suspension =
1415 36 36 in
1420--
16 1676.3 1 2 3 5307 4517 NONE 24 0 0-3651 1420 365 365 2840
1415 DEAD-END 1st Damper From Deadend = 39
TO - -
— c��C��� in
1414 —I
> 39�32� 2nd Damper= 32 in
779.5 1064.174 16 2 3 9050 5124 NONE 132 0 0-90 90-710 710-1420
1 1st Damper From Suspension =
DEAD-END St_I SPEi J SiOI 1
14141 42 in
TO ' ' —I � ' 1st Damper From Deadend = 42
4 34
1398 Tl 42-1 in
2nd Damper= 34 in
1397.7 1 2 3 5106 4220 NONE 12 0 0-405 405- 1490-
18 1490 2980
1398 DEAD-END
TO I =1, - _ 1st Damper From Deadend = 38
- in
1397 3 30 l 2nd Damper= 30 in
712.3 997.983 22 2 3 7986 4489 NONE 144 0 0-125 125-845 845-1690
19 1st Damper From Suspension =
1397 DEAD-END SUSPEIJSIOII 39 in
TO 1st Damper From Deadend = 39
1375 39 31 '� 39�1 in
2nd Damper= 31 in
745.8 991.374 22 2 3 7860 4489 NONE 156 0 0-130 130-865 865-1730
20 1st Damper From Suspension =
1375 DEAD-END SUSPErSIOII 39 in
TO l� 1st Damper From Deadend = 39
1353 T1 391
—
39' 31
in
2nd Damper= 31 in
21 1296.6 1 2 3 6080 4653 NONE 24 0 0-255 255- 1205-
1353 1205 2410
TO
1352

DEAD-END
_ 1st Damper From Deadend = 40
—I in
r40"-32 2nd Damper= 32 in
781.5 1020.195 14 2 3 7729 4537 NONE 108 0 0-135 135-880 880-1760
22 1st Damper From Suspension =
1352 DEAD-BM
—I SUSPENSIOF� 39 in
TO 1st Damper From Deadend = 39
1338 32 3
39 in
-_- - - 2nd Damper= 32 in
659.9 881.664 30 2 3 8181 4457 NONE 198 0 0-115 115-815 815-1630
23 1st Damper From Suspension =
1338 DEAD-END SUSPENSION 39 in
TO � —I 1st Damper From Deadend = 39
3 31 3
1308 Tl in
2nd Damper= 31 in
652.9 851.725 27 2 3 9477 5075 NONE 222 0 0-80 80-665 665-1330
24 1st Damper From Suspension =
1308 DEAD-END SUSPENSION 41 in
TO �4# 3—I I 1st Damper From Deadend = 41
1281 Tl 47 in
2nd Damper= 33 in
1163.1 1 2 3 6133 4503 NONE 12 0 0-250 U190
50- 1190-
25 2380
1281 DEAD-END
TO - 1st Damper From Deadend = 39
- in
1280 ,- 39"�^31 2nd Damper= 31 in
590.2 635.531 6 2 3 6367 3562 NONE 36 0 0-225 225- 1 1135-
26 1135 2270
1280 SUSPENSION
TO 1st Damper From Suspension =
1274 35—1 35 in
1372.3 1 2 3 5599 4469 NONE 24 0 0-320 320- 1330-
27 1330 2660
1274 DEAD-END
TO _ 1st Damper From Deadend = 39
ru+ —I in
1273 39"�31 2nd Damper= 31 in I
28 619.2 714.29 2 2 3 6369 3631 NONE 12 0 0-225 225- 1135-
1273 1135 2270
TO
1272

SUSPENSION
1st Damper From Suspension =
35-1 35 in
616 904.678 23 2 3 6369 3652 NONE 138 0 0-225 225- 1 1135-
29 11135 2270
1272 SUSPENSION
TO - 1st Damper From Suspension =
1249A 35—�� 35 in
1
30 447.7 1 2 3 6363 3183 NONE 12 0 0-230 230- 1135-
1135 2239
1249A
TO DEAD-END 1st Damper From Deadend = 33
RTS N �"M ? in
SUB " 3T+26 2nd Damper=26 in
Notes:
1. Level 0 indicates no damping required (unless selective damping applies - see note 8 in AFL spacing notes).
2. Level 1 indicates damping on one end of each span
3. Level 2 indicates damping on both sides of each spans
4. Phase wire requires 2 dampers per deadend to ensure at least one working damper. (Applies to item(s) #2, 4, 6, 10, 11, 14, 16, 18, 21,
25, 27, 30)
2023-Jun-25

Spacer 3309 spacing for 2 bundle on RS=620.6 ft, L902-21 TO 1508, #Spans=18 with wind=15 mph
Span Length (ft) # of Spacers Subspan Spacing (ft) on ground level
637.48 3 110 209 209 109
635.92 3 103 215 215 103
581.94 3 94 197 197 94
710.81 4 84 181 181 181 84
598.93 3 97 203 203 96
605.92 3 98 205 205 98
536.95 3 87 182 182 86
663.23 3 114 218 218 113
597.73 3 103 196 196 103
582.89 3 101 191 191 100
599.86 3 97 203 203 97
615.67 3 106 202 202 106 I
599.82 3 97 203 203 97
599.25 3 97 203 203 96
652.70 3 106 221 221 105
607.18 3 105 199 1 199 104
721.67 4 96 177 177 177 95
509.49 3 82 173 173 81
Spacer 3309 spacing for 2 bundle on DE=1296.8 ft, 1508 TO 1507 with wind=15 mph
Span Length (ft) # of Spacers I Subspan Spacing (ft) along catenary
1296.79 6 1 116 213 1 213 1 213 1 213 1 213 116
Spacer 3309 spacing for 2 bundle on RS=611 .1 ft, 1507 TO 1490, #Spans=17 with wind=15 mph
Span Length (ft) # of Spacers Subspan Spacing (ft) on ground level
605.28 3 98 205 205 97
398.73 2 102 196 101
593.26 3 96 201 201 95
705.97 4 94 173 173 173 93
499.51 3 80 170 170 80

698.84 3 114 236 236 113 I
699.61 3 120 230 230 120 I
598.77 3 97 203 203 96 I
583.20 3 101 191 191 100 I
522.33 3 91 171 171 89 I
592.26 3 103 194 194 101 I
419.28 2 104 213 102 I
499.30 3 87 163 163 86
707.70 4 84 180 180 180 84
633.46 3 109 208 208 108
740.60 4 98 182 182 182 97
418.08 2 107 206 105
Spacer 3309 spacing for 2 bundle on DE=1173.7 ft, 1490 TO 1489 with wind=25 mph
Span Length (ft) # of Spacers I Subspan Spacing (ft) on ground level
1173.72 6 1 111 209 1 163 1 209 1 163 209 1 110
Spacer 3309 spacing for 2 bundle on RS=584.0 ft, 1489 TO 1486, #Spans=3 with wind=25 mph
Span Length (ft) #of Spacers Subspan Spacing (ft) on ground level
448.90 2 114 221 114
605.83 3 93 235 186 92
643.32 4 88 168 133 168 86
Spacer 3309 spacing for 2 bundle on DE=1545.9 ft, 1486 TO 1485 with wind=25 mph
Span Length (ft) # of Spacers I Subspan Spacing (ft) on ground level
1545.86 8 1 108 1 209 1 165 1 209 1 165 1 209 1 165 1 209 107
Spacer 3309 spacing for 2 bundle on RS=762.4 ft, 1485 TO 1478, #Spans=7 with wind=25 mph
Span Length (ft) # of Spacers Subspan Spacing (ft) on ground level
355.95 1 121 235
603.50 3 93 234 185 92
949.67 5 112 217 170 122 217 112
495.76 2 126 244 126

524.38 3 81 203 161 79
973.59 5 115 222 175 125 222 115
723.85 4 98 189 150 189 98
Spacer 3309 spacing for 2 bundle on RS=770.1 ft, 1478 TO 1464, #Spans=14 with wind=25 mph
Span Length (ft) # of Spacers Subspan Spacing (ft) on ground level
679.08 4 93 177 141 177 91
1022.32 5 122 234 181 131 234 120
1021.47 5 122 233 182 131 233 120
724.30 4 99 189 150 189 97
684.04 4 93 179 142 179 91
639.81 4 86 167 134 167 86
603.73 3 93 234 185 92
645.56 4 87 169 134 169 87
625.50 3 96 242 192 95
517.77 3 80 200 159 79
735.39 4 100 192 153 192 98
844.97 4 114 221 175 221 114
758.98 4 102 198 159 198 102
685.46 4 94 179 141 179 92
2023-Jun-25

Span Length (ft) # of Spacers Subspan Spacing (ft) on ground level
523.22 3 80 203 161 79
630.82 3 97 244 194 96
654.79 4 88 171 137 171 88
668.91 4 90 175 139 175 90
514.22 3 79 199 158 78
524.85 3 81 203 161 80
685.35 4 94 179 141 179 92
750.71 4 101 196 157 196 101
564.47 3 87 219 173 85
762.67 4 103 199 159 199 103
793.93 4 107 207 166 207 107
551.29 3 85 213 169 84
769.12 4 105 201 159 201 103
814.32 4 111 213 168 213 109
708.71 4 96 185 147 185 96
660.06 4 90 172 138 172 88
793.90 4 107 207 166 207 107
635.39 4 87 166 131 166 85
589.87 3 91 228 181 90
697.64 4 94 182 146 182 94
724.61 4 98 189 151 189 98
493.19 2 126 243 124
Spacer 3309 spacing for 2 bundle on DE=1098.2 ft, 1442 TO 1441 with wind=25 mph
Span Length (ft) # of Spacers Subspan Spacing (ft) on ground level
1098.19 6 103 195 1 154 1 195 1 154 195 102
Spacer 3309 spacing for 2 bundle on DE=1072.8 ft, 1441 TO 1440 with wind=25 mph
Span Length (ft) # of Spacers Subspan Spacing (ft) on ground level
1072.84 6 101 191 1 149 1 191 1 149 1 191 101

Span Length (ft) # of Spacers Subspan Spacing (ft) on ground level
875.33 4 119 229 181 229 117
704.70 4 95 184 147 184 95
1007.67 5 119 230 181 129 230 119
673.97 4 91 176 140 176 91
718.62 4 97 188 149 188 97
619.29 3 95 240 190 94
398.24 2 102 196 100
Spacer 3309 spacing for 2 bundle on RS=863.2 ft, 1433 TO 1424, #Spans=9 with wind=25 mph
Span Length (ft) # of Spacers Subspan Spacing (ft) on ground level
608.06 3 94 235 187 92
950.12 5 113 217 170 122 217 111
639.09 4 87 167 133 167 85
724.39 4 99 189 150 189 97
773.36 4 105 202 161 202 103
704.36 4 96 184 146 184 94
1217.65 6 115 217 169 217 169 217 114
898.47 4 122 235 186 235 120
333.78 1 114 220
2023-Jun-25

Span Length (ft) # of Spacers Subspan Spacing (ft) on ground level
1356.54 6 127 241 190 241 190 241 127
Spacer 3309 spacing for 2 bundle on RS=715.1 ft, 1423 TO 1415, #Spans=8 with wind=25 mph
Span Length (ft) # of Spacers Subspan Spacing (ft) on ground level
489.19 2 125 241 123
798.06 4 109 209 164 209 107
615.71 3 95 238 189 94
607.55 3 93 235 187 93
511.58 3 79 198 157 78
760.68 4 103 199 157 199 103
915.61 4 124 239 190 239 124
692.46 4 94 181 144 181 92
Spacer 3309 spacing for 2 bundle on DE=1676.3 ft, 1415 TO 1414 with wind=25 mph
Span Length (ft) # of Spacers Subspan Spacing (ft) on ground level
1676.31 8 117 226 1801 226 1 180 1 226 1 180 226 115
Spacer 3309 spacing for 2 bundle on RS=779.5 ft, 1414 TO 1398, #Spans=16 with wind=25 mph
Span Length (ft) # of Spacers Subspan Spacing (ft) on ground level
454.49 2 116 224 114
551.16 3 85 213 169 84
643.81 4 87 168 134 168 87
873.44 4 119 228 181 228 117
732.92 4 99 192 151 192 99
599.81 3 92 232 184 92
1064.17 5 127 243 189 137 243 125
683.33 4 93 179 141 179 91
855.36 4 116 224 177 224 114
911.73 4 123 238 190 238 123
1048.27 5 125 240 185 135 240 123

532.72 3 82 206 164 81
549.17 3 84 213 169 83
614.83 3 94 238 189 94
698.35 4 95 182 146 182 93
443.56 2 113 218 113
Spacer 3309 spacing for 2 bundle on DE=1397.7 ft, 1398 TO 1397 with wind=25 mph
Span Length (ft) #of Spacers Subspan Spacing (ft) on ground level
1397.68 7 121 227 L176 1 227 1 124 1 176 227 120
Spacer 3309 spacing for 2 bundle on RS=712.3 ft, 1397 TO 1375, #Spans=22 with wind=25 mph
Span Length (ft) # of Spacers Subspan Spacing (ft) on ground level
688.76 4 93 180 143 180 93
799.97 4 108 209 166 209 108
764.35 4 104 200 158 200 102
518.35 3 80 201 159 78
514.00 3 79 199 158 78
662.67 4 89 173 139 173 89
450.28 2 115 221 114
847.27 4 115 221 177 221 113
642.81 4 87 168 133 168 87
741.98 4 100 194 154 194 100
497.54 2 127 245 126
997.98 5 118 228 178 128 228 118
792.82 4 107 207 165 207 107
674.14 4 92 176 140 176 90
640.71 4 87 167 133 167 87
603.42 3 93 234 185 91
835.52 4 113 218 174 218 113
540.14 3 83 209 166 82
569.02 3 88 220 175 86
605.41 3 93 234 186 92
651.93 4 88 170 136 170 88
772.67 4 104 202 161 202 104
2023-Jun-25

Span Length (ft) # of Spacers Subspan Spacing (ft) on ground level
660.89 4 89 173 137 173 89
662.89 4 90 173 137 173 90
695.44 4 95 182 143 182 93
602.21 3 93 233 185 91
814.21 4 111 213 168 213 109
703.26 4 96 184 145 184 94 I
684.88 4 92 179 143 179 92
615.02 3 95 238 189 93
774.21 4 106 202 160 202 104
547.86 3 84 212 168 84
453.29 2 116 223 114
644.73 4 87 168 135 168 87
949.08 5 113 217 169 122 217 111
713.62 4 96 186 150 186 96
866.62 4 117 226 181 226 117
945.18 5 113 216 167 122 216 111
739.34 4 101 193 153 193 99
991.37 5 118 227 176 127 227 116
604.66 3 93 234 186 92
777.93 4 105 203 162 203 105
373.73 2 96 183 95
419.13 2 107 206 106
Spacer 3309 spacing for 2 bundle on DE=1296.E ft, 1353 TO 1352 with wind=25 mph
Span Length (ft) # of Spacers I Subspan Spacing (ft) on ground level
1296.64 6 1 121 231 1 181 2311 181 1 231 121
Spacer 3309 spacing for 2 bundle on RS=781 .5 ft, 1352 TO 1338, #Spans=14 with wind=25 mph
Span Length (ft) # of Spacers Subspan Spacing (ft) on ground level
638.49 4 87 167 132 167 85
355.96 1 121 235
1020.20 5 121 233 183 131 233 119

884.90 4 119 231 185 231 119
997.59 5 118 228 178 128 228 118
473.82 2 121 233 120
433.38 2 111 213 109
1008.98 5 119 231 179 130 231 119
500.29 3 77 194 154 75
472.61 2 121 232 120
688.64 4 93 180 143 180 93
818.61 4 111 214 169 214 111
549.50 3 84 213 169 83
621.41 3 95 241 191 94
2023-Jun-25

Span Length (ft) # of Spacers Subspan Spacing (ft) on ground level
719.91 4 97 188 150 188 97
594.79 3 91 230 183 91
622.86 3 96 241 191 95
619.28 3 95 240 190 94
519.02 3 80 201 159 79
621.43 3 95 241 191 94
657.30 4 90 172 135 172 88
547.28 3 84 212 168 83
650.73 4 88 170 135 170 88
548.54 3 85 212 168 84
670.83 4 91 175 139 175 91
769.09 4 105 201 159 201 103
608.60 3 93 236 187 93
598.43 3 92 232 184 90 I
560.45 3 86 217 172 85
548.95 3 84 212 169 84
606.02 3 93 235 186 92
627.85 3 96 243 193 96
877.18 4 119 229 183 229 117
624.75 3 96 242 192 95
594.64 3 91 230 183 91
663.46 4 91 173 137 173 89
549.52 3 84 213 169 84
638.97 4 86 167 133 167 86
615.30 3 95 238 189 93
654.09 4 89 171 136 171 87
620.22 3 96 240 190 94
824.04 4 112 215 172 215 110
881.66 4 119 230 184 230 119
558.71 3 86 216 172 85
Spacer 3309 spacing for 2 bundle on RS=652.9 ft, 1308 TO 1281 , #Spans=27 with wind=25 mph
Span Length (ft) # of Spacers Subspan Spacing (ft) on ground level
563.31 3 87 1 218 1 173 1 85

630.32 3 97 244 194 95
513.59 3 79 199 158 78
595.60 3 91 231 183 91
748.78 4 101 196 155 196 101
398.37 2 102 196 100
594.04 3 92 230 182 90
809.66 4 109 212 168 212 109
694.16 4 95 181 144 181 93
653.05 4 89 171 135 171 87
663.80 4 90 173 138 173 90
554.94 3 85 215 170 85
468.67 2 120 230 119
580.23 3 89 225 178 88
490.14 2 125 241 124
692.70 4 94 181 143 181 94
735.30 4 100 192 153 192 98
692.64 4 94 181 143 181 94
620.44 3 95 240 191 94
562.73 3 86 218 173 86
420.36 2 107 207 106
752.38 4 103 197 154 197 101
851.73 4 115 223 176 223 115
677.77 4 92 177 140 177 92
692.40 4 94 181 144 181 92
575.63 3 88 223 177 88
648.46 4 89 169 134 169 87
2023-Jun-25

Span Length (ft) # of Spacers Subspan Spacing (ft) on ground level
1163.11 6 110 207 1 162 1 207 1 162 1 207 108
Spacer 3309 spacing for 2 bundle on RS=590.2 ft, 1280 TO 1274, #Spans=6 with wind=25 mph
Span Length (ft) # of Spacers Subspan Spacing (ft) on ground level
635.53 4 86 166 132 166 86
599.16 3 92 232 184 91
633.27 4 87 165 131 165 85
559.60 3 86 217 172 85
589.45 3 91 228 181 89
484.65 2 124 238 123
Spacer 3309 spacing for 2 bundle on DE=1372.3 ft, 1274 TO 1273 with wind=25 mph
Span Length (ft) # of Spacers Subspan Spacing (ft) on ground level
1372.34 6 129 244 1192 244 192 1 244 127
Spacer 3309 spacing for 2 bundle on RS=619.2 ft, 1273 TO 1272, #Spans=2 with wind=25 mph
Span Length (ft) # of Spacers Subspan Spacing (ft) on ground level
714.29 4 97 187 148 187 95
383.73 2 98 188 98
Spacer 3309 spacing for 2 bundle on RS=616.0 ft, 1272 TO 1249A, #Spans=23 with wind=25 mph
Span Length (ft) # of Spacers Subspan Spacing (ft) on ground level
525.99 3 80 204 162 80
543.54 3 84 210 167 83
634.31 4 87 166 130 166 85
677.78 4 92 177 140 177 92
556.51 3 86 215 171 85
483.44 2 123 238 122

614.92 3 94 238 189 94
512.92 3 78 199 158 78
636.05 4 87 166 132 166 85
514.14 3 79 199 158 78
609.22 3 94 236 187 92
693.48 4 95 181 143 181 93
582.95 3 89 226 179 89
585.11 3 90 226 180 89
634.22 4 87 166 130 166 85
383.22 2 98 188 97
390.45 2 100 192 98
904.68 4 122 236 189 236 122
798.12 4 109 209 164 209 107
599.88 3 92 232 184 92
533.88 3 82 207 164 81
465.48 2 119 229 117
457.06 2 117 225 115
2023-Jun-25

Span Length (ft) # of Spacers Subspan Spacing (ft) on ground level
447.68 2 114 220 114
2023-Jun-25

Span Information Tensions (Ibs) Guard Total Dmpr Oty Protection Ranges (ft)
Item Ruling Max. (ft) # of Bundle Phase Initial Final Type OVD461/570 N/A Level 0 Level 1 Level 2
(ft) Spans Circuit
1
L902- 620.6 721.671 18 1 1 1814 1360 NONE 0 0 0-1310 1310- 2000-
21 TO 2000 3608
1508
1296.8 1 1 1 2235 1897 NONE 2 0 0-1185 1185- 1850-
2 1850 3700
1508 DEAD-END 1st Damper From Deadend = 16
TO _ in
1507 1 b4— 16 2nd Damper= 16 in
3
1507 1300- 1990-
TO 610 705.97 11 1 1 1844 1371 NONE 0 0 0-1300 1990 3530
1496
(OPGW)
4
1496 1305- 1995-
TO 613.4 740.601 6 1 1 1833 1367 NONE 0 0 0-1305 1995 3703
1490
(OPGW)
5
1490 1173.7 1 1 1 1946 1697 NONE 0 0 0-1270 1270- 1955-
TO 1955 3910
1489
6
1489 584 643.317 3 1 1 1893 1372 NONE 0 0 0-1285 1285- 1975-
TO 1975 3217
1486
1545.9 1 1 1 2114 1899 NONE 2 0 0-1220 1220- 1895-
7 1895 3790
1486 DEAD-END
TO ��` 1st Damper From Deadend = 16
i' .;_._... in
1485 ,;'' 1 16 2nd Damper= 16 in

8
1485 762.4 973.593 7 1 1 1623 1340 NONE 0 0 0-1370 1370- 2070-
TO 2070 4140
1478
9
1478 770.1 1022.316 14 1 1 1610 1331 NONE 0 0 0-1375 1375- 2075-
TO 2075 4150
1464
10
1464 681.1 814.315 22 1 1 1719 1353 NONE 0 0 0-1340 1340- 2035-
TO 2035 4070
1442
11
1442 1098.2 1 1 1 1995 1703 NONE 0 0 0-1255 1255- 1935-
TO 1935 3870
1441
12
1441 1072.8 1 1 1 2011 1699 NONE 0 0 0-1250 1250- 1930-
TO 1930 3860
1440
13
1440 777.6 1007.665 7 1 1 2186 1663 NONE 0 0 0-1200 1200- 1870-
TO 1870 3740
1433
863.2 1217.645 9 1 1 2235 1664 NONE 1 0 0-1185 1185- 1850-
14 1 1 1 1 1 1 1 1 1 1 1850 3700
1433 SUSPENSION
TO 1 st Damper From Suspension =
1424 20—1 20 in
1356.5 1 1 1 2062 1823 NONE 2 0 0-1235 1235- 1910-
15 1910 1 3820
1424 DEAD-END
TO 1 st Damper From Deadend = 16
in
1423 16� 6 2nd Damper= 16 in
16
1423 715.1 915.607 8 1 1 1972 1511 NONE 0 0 0-1265 1265- 1945-
TO 1945 3890
1415

1676.3 1 1 1 2403 2136 NONE 2 0 0-1140 1140- 1 1790-
17 1790 3580
1415 DEAD-END
TO 1st Damper From Deadend = 17
,k17
-' in
1414
k 17 7 2nd Damper= 17 in
18
1414 779.5 1064.174 16 1 1 1867 1490 NONE 0 0 0-1295 1295- 1985-
TO 1985 3970
1398
1397.7 1 1 1 2042 1817 NONE 2 0 0-1245 1245- 1920-
19 1 1 1 1 1 1 1 1 1 1 1920 3840
1398 DEAD-END 1st Damper From Deadend = 16
TO in
1397 1 i 6 2nd Damper= 16 in
;1*5dDewird
20
1397 712.3 997.983 22 1 1 1971 1506 NONE 0 0 0-1265 1265- 1945-
TO 1945 3890
1375
21
1375 745.8 991.374 22 1 1 1639 1341 NONE 0 0 0-1365 1365- 2065-
TO 2065 4130
1353
1296.6 1 1 1 2096 1833 NONE 2 0 0-1225 1225- 1900-
22 1 1900 3800
1353 DEAD-END
TO � 1st Damper From Deadend = 16
- in
1352 1 16 2nd Damper= 16 in
23
1352 781.5 1020.195 14 1 1 2179 1633 NONE 0 0 0-1200 1200- 1870-
TO 1870 3740
1338
24
1338 659.9 881.664 30 1 1 1749 1356 NONE 0 0 0-1330 1330- 2025-
TO 2025 4050
1308
25 652.9 851.725 27 1 1 1761 1358 NONE 0 0 0-1325 1325- 2020-
1308 2020 4040
TO

1281
26
1281 1163.1 1 1 1 1946 1685 NONE 0 0 0-1270 1270- 1955-
TO 1955 3910
1280
27
1280 590.2 635.531 6 1 1 1885 1376 NONE 0 0 0-1290
TO 1975 3178
1274
1372.3 1 1 1 2051 1814 NONE 2 0 0-1240 1240- 1915-
28 1915 3830
1274 DEAD-EfJD 1st Damper From Deadend = 16
TO - in
1273 104-16 2nd Damper= 16 in
29
1273 619.2 714.29 2 1 1 1820 1364 NONE 0 0 0-1310 1310- 2000-
TO 2000 3571
1272
30
1272 616 904.678 23 1 1 1824 1362 NONE 0 0 0-1310 1310- 2000-
TO 2000 4000
1249A
31
1249A 1135- 1790-
TO 447.7 1 1 1 2413 1432 NONE 0 0 0-1135 1790 2239
RTS N
SUB
Notes:
1. Level 0 indicates no damping required (unless selective damping applies - see note 8 in AFL spacing notes).
2. Level 1 indicates damping on one end of each span
3. Level 2 indicates damping on both sides of each spans
4. Bolted deadend used for cable. (Applies to item(s) #1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24,
25, 26, 27, 28, 29, 30, 31)
2023-Jun-25

Span Information Tensions (lbs) Guard Total Dmpr Qty Protection Ranges (ft)
Item Ruling (ft) Max. (ft) #of Spans Bundle Phase Circuit Initial Final Type 1701-2 N/A Level 0 Level 1 Level 2
1
1249A 2239-
TO 447.7 1 1 1 1619 1208 NONE 0 0 0-940 940-2239 2239
RTS N
SUB
Notes:
1. Level 0 indicates no damping required (unless selective damping applies - see note 8 in AFL spacing notes).
2. Level 1 indicates damping on one end of each span
3. Level 2 indicates damping on both sides of each spans
2023-Jun-25

rrwAFL Vibrec T
M
R E P O R T
L902 GROUP-2 DRAM TO RTSN SW DAMPERS
Environment: Wind=15 mph, AAMT=O°F, AAT=60°F
Damper Summary
Damper Catalog Quantity Bolt (in) Torque (ft*lbs)
1701-2 22 7/16 20
CAUTION: Damper Recommendation applies for specified AFL dampers only. If alternative type or different manufacturer
dampers are applied instead it is possible that damage will occur on the conductor and/or the accessories.
Certain information such as the data, opinions or recommendations set forth herein given by AFL representatives or by any software licensed
by AFL, is intended solely as a general guide and only applies to AFL products. Each installation of overhead electrical conductor, underground
electrical conductor, and/or conductor accessories involves special conditions creating_problems that require individual solutions. Therefore,.
the recipient of this information has the sole responsibility in connection with the use of the information. AFL does not assume any liability in
connection with such information.
Generated by AFL VIBREC version :1.4.125
2023-Jul-14

Span Information Tensions (Ibs) Guard Total Dmpr Qty Protection Ranges (ft)
Item Ruling Max. (ft) # of Bundle Phase Initial Final Type 1701-2 N/A Level 0 Level 1 Level 2
(ft) Spans Circuit
1
L902- 620.6 721.671 18 1 1 1315 1109 NONE 0 0 0-1050 1050- 2660-
21 TO 2660 3608
1508
1296.8 1 1 1 1816 1628 NONE 1 0 0-865 865- 2190-
2 2190 4380
1508 DEAD-END
TO ,, 1 st Damper From Deadend = 16
1507 in
3
1507
TO 610 705.97 11 1 1 1960 1569 NONE 0 0 0-815 5- 0-
1496 2050 3530
(OPGW)
4
1496
TO 613.4 740.601 6 1 1 1947 1561 NONE 0 0 0-820
1490 2060 3703 703
(OPGW)
1173.7 1 1 1 1436 1327 NONE 1 0 0-1005 1005- 2555-
5 2555 5110
1490 DEAD-END
TO 1st Damper From Deadend = 15
1489 7 5�i in
6
1489 584 643.317 3 1 1 1379 1141 NONE 0 0 0-1025 1025- 2605-
TO 2605 3217
1486
7 1545.9 1 1 1 1487 1401 NONE 1 0 0-985 985- 2505-
1486 2505 5010
TO
1485

DEAD-EWD
1st Damper From Deadend = 15
in
762.4 973.593 7 1 1 1639 1396 NONE 2 0 0-930 930- 2365-
8 2365 4730
1485 SUSPEi1SIO1J
TO u 1st Damper From Suspension =
1478 15,I 15 in
9
1478 770.1 1022.316 14 1 1 1153 1028 NONE 0 0 0-1105 1105- 2800-
TO 2800 5112
1464
10
1464 681.1 814.315 22 1 1 1240 1077 NONE 0 0 0-1075 1075- 2725-
TO 2725 4072
1442
1098.2 1 1 1 1332 1227 NONE 1 0 0-1040 1040- 2645-
11 1 1 1 1 2645 5290
1442 DEAD-END
TO ,,, 1st Damper From Deadend = 14
1441 in
1072.8 1 1 1 1494 1351 NONE 1 0 0-985 985- 1 2500-
12 L 2500 5000
1441 DEAD-END
TO .11,L,6, 1st Damper From Deadend = 15 I
1440 �15 CZ-� in
777.6 1007.665 7 1 1 1615 1383 NONE 1 0 0-940 940- 1 2385-
13 2385 4770
1440 SUSPENSION
TO - 1st Damper From Suspension =
1433 15�� 15 in
14 863.2 1217.645 9 1 1 1657 1400 NONE 2 0 0-925 925- 2345-
1433 2345 4690
TO
1424

SUSPENSIOII
1st Damper From Suspension =
15 in
1356.5 1 1 1 1561 1452 NONE 1 0 0-960 960- 1 2435-
15 2435 4870
1424 DEAD-ErJD
TO , 1st Damper From Deadend = 15
1423 in
16
1423 715.1 915.607 8 1 1 1496 1276 NONE 0 0 0-980 980- 2500-
TO 2500 4578
1415
1676.3 1 1 1 1765 1653 NONE 1 0 0-885 885- 2240-
17 2240 4480
1415 D EAD-END
TO ,,, ._. 1 st Damper From Deadend = 16
1414 16 � -' in
779.5 1064.174 16 1 1 1405 1226 NONE 2 0 0-1015 1015- 2580-
18 2580 1 5160
1414 SUSPENSION
TO _ = 1st Damper From Suspension =
1398 14-1 14 in
1397.7 1 1 1 1541 1438 NONE 1 0 0-965 965- 2455-
19 2455 4910
1398 D EAD-ErJD
TO ,,, 1st Damper From Deadend = 15
1397 � 5�� in
712.3 997.983 22 1 1 1495 1272 NONE 1 0 0-985 985- 2500-
20 2500 4990
1397 SUSPENSION
TO - 1st Damper From Suspension =
1375 14-1 14 in
21 745.8 991.374 22 1 1 1176 1045 NONE 0 0 0-1100 1100- 2780-
1375 2780 4957
TO I

1353 1 1 1 1 1 1 1 1 1 1 1 11
1296.6 1 1 1 1590 1470 NONE 1 0 0-950 1 950- 2410-
22 2410 1 4820
1353 DEAD-Ei1D
TO .............. 1st Damper From Deadend = 15
1352 15— in
781.5 1020.19 114 1 1 1611 1381 NONE 3 0 0-940 940- 1 2390-
23 2390 4780
1352 S U S P E 1-4 S101-4
TO 1st Damper From Suspension =
1338 15-1 15 in
24
1338 659.9 881.664 30 1 1 1264 1088 NONE 0 0 0-1065 1065- 2705-
TO 2705 4408
1308
25
1308 652.9 851.725 27 1 1 1274 1094 NONE 0 0 0-1065 2065 700
TO
1281
1163.1 1 1 1 1438 1318 NONE 1 0 0-1005 1005- 2550-
26 1 1 1 1 1 1 1 1 1 1 2550 5100
1281 DEAD-END
TO :,.� . 1st Damper From Deadend = 15
1280 — in
15
27
1280 590.2 635.531 6 1 1 1373 1143 NONE 0 0 0-1025 025
TO 2610 3178
1274
1372.3 1 1 1 1550 1439 NONE 1 0 0-965 965- 2450-
28 2450 4900
1274 DEAD-END
TO _ 1st Damper From Deadend = 15
1273 _ in
29
1TO73 619.2 714.29 2 1 1 1321 1116 NONE 0 0 0-1045 045 3571
1272

30
1272 616 904.678 23 1 1 1324 1115 NONE 0 0 0-1045 1045- 2655-
TO 2655 4523
1249A
31
1249A 965- 2239-
TO 447.7 1 1 1 1538 1216 NONE 0 0 0-965 2239 2239
RTS N
SUB
Notes:
1. Level 0 indicates no damping required (unless selective damping applies - see note 8 in AFL spacing notes).
2. Level 1 indicates damping on one end of each span
3. Level 2 indicates damping on both sides of each spans
2023-Jul-14

X
2
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XI. PHASING DIAGRAM

2 2
3 3
1
I z 1�z
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BOISE BENCH 23
230KV 1
2
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L-902
I 5-88J
iJUSTICE
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2—
L2 1 32J PROPOSED PHASING 21
------ 123 123
I
DRAM
FROM STR. 1338 TO
r 230Kv , RTSN SUB
3 M 3 5-1525A —
e1
2 i 2 -902 T-t2
3 S-1 5-t8269
n t B 1 S-88oA 8_3
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PANS T-1
5-1338 230KV M-2
BY K G 9-3
321
3-1249C o
-12 B S-878
S-1249A
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WIND PARK �y III
L_---�3
5-1139 L902
230KV III L-9D2
23DKV
3-1t 1t
321
321
MIDPOINT
12
3
3 21 12 LEGEND
3
3 M-MIDDLE
B-BOTTOM
2 L-LINE
KV
3= S-STRUCTURE
236KV
LINE 902 PHASING
DIAGRAM
2 230KV
I
IDAHO POWER COMPANY BOISE,IDAHO
L321 321 13BKVJ SCALE: NONE DATE: NONE
°s APPROVED 23D-XXXXX
REv. ° I SHT. X 39-2

X
O
m
XII. R-O-W PERMITS

L902 BOISE BENCH - MIDPOINT SUB
230-kV LINE DRAM SUB TO RATTLESNAKE SUB
REBUILD
R-O-W PERMITS HAVE NOT BEEN RECEIVED FROM IPC AT THIS TIME.
L902 BOISE BENCH-MIDPOINT 230 W

x
v
r
D
z
90
v
O
r
m
XIV. PLAN & PROFILE

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MIDPOINTL902 BOISE BENCH TO
PLAN&PROFILE
1,CONSTRUCTION CONTRAC OR TO REPORT ANY LOCATION THAT REQUIRES UNDERGROUND LOCATES. PROJECT DWG.NO:147168-051-07
2 STRUCTURE LIST-REFER SECTION-3 FOR REMOVAL AND INSTALL STRUCTURE INFORMATION.
3 STA ING LIST-REFER SECTION-4 FOR THE STRUCTURE CENTRERLINE STAKING INFORMATION.
CONS RUCTION CONTRATOR TO ENSURE POLE SPACING FROM THE CENTER OF THE STRUCTURE PER STRUCTURE DRAWINGS.
.. . ,
4.ANCHOR LAYOUT-REFER DWG.147168-054-01/02 FOR THE ANCHOR LOCATIONS AND INSTALLATION DETAILS.
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■■■■■■■_ _ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I■■■■■I .
MIDPOINTL902 BOISE BENCH TO
PLAN&PROFILE
1,CONSTRUCTION CONTRAC OR TO REPORT ANY LOCATION THAT REQUIRES UNDERGROUND LOCATES.
2 STRUCTURE LIST-REFER SECTION-3 FOR REMOVAL AND INSTALL STRUCTURE INFORMATION.
3 STA ING LIST-REFER SECTION-4 FOR THE STRUCTURE CENTRERLINE STAKING INFORMATION.
.. .4.ANCHOR LAYOUT-REFER DWG.147168-054-01/02 FOR THE ANCHOR LOCATIONS AND INSTALLATION DETAILS. ROJECT DWG.NO:147168-051-0 7
CONS RUCTION CONTRATOR TO ENSURE POLE SPACING FROM THE CENTER OF THE STRUCTURE PER STRUCTURE DRAWINGS.
HORIZ.SCALE

MIDPOINTL902 BOISE BENCH TO
PLAN&PROFILE
1,CONSTRUCTION CONTRAC OR TO REPORT ANY LOCATION THAT REQUIRES UNDERGROUND LOCATES.
2 STRUCTURE LIST-REFER SECTION-3 FOR REMOVAL AND INSTALL STRUCTURE INFORMATION.
3 STA ING LIST-REFER SECTION-4 FOR THE STRUCTURE CENTRERLINE STAKING INFORMATION.
.. . ROJECT DWG.NO:147168-051-018
CONS RUCTION CONTRATOR TO ENSURE POLE SPACING FROM THE CENTER OF THE STRUCTURE PER STRUCTURE DRAWINGS. HORIZ.SCALE

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XV. MISC

Transmission Revised 01117 01-800-03
3852
— See Detail D
' Twist Wires Together
1'-6l"Min Until Below Grade
i --
r See Section 02-002
56fi74 ! #10 Wire 5'-0"Min
for Grounding Details.
3657
5034 —i
5884
5'-0"Min
1'-6"
Min
See Note 2
Corrosion 6
Detail C Protective ----- --
Pole Grounding Coating t Collar
(TANODE)(TPLDXX) 2'-0"'Min �1'-0"Min
i II LL
Notes:
1. Corrosion protective coating to bottom of pole by 46"
specification.Contractor is to touch up damaged
coating.
2. 1/2"SS Nuts, Groundline Collar and coating
must be specified by the Project Engineer. See Note 1
Detail D
NPMER Light Duty Steel Poles

01-800-04 Revised 04/17
Transmission
Bill of Materials PassPort Codes
See the Work Order and PassPort for current CU Codes Qty
Bill of Materials information. TANODE 1
TBSW 1
Cat.ID City Description TPLD... 1
3657 13 ft COND CU CW#6 SLD
3669 1 GALV EHS 3/8"STR
3852 3 CONN CU VISE,#6 to 110
3853 1 CONN CU VISE#3 to 4/0
4060 1 CONN PG AL 1 BLT
4115 1 CLP SUSP FE 0.30-0.70
4224 1 ARMOR ROD 3/8"EHS
5034 1 GRD RD 5/8"X8"CU BNDED
5181 1 WSHR RND F/3/4"BLT
5231 1 BRKT SHLD WIRE 3/4"X16"
5342 1 NUT LOCK MF 3/4"
5351 1 NUT SQ 3/4"
5884 1 ANODE MAGN 17LB
14651 1 WSHR LOCK F/3/4"USS
56674 1 CONN CU GRD ACORN
56234 5 ft CONDUCTOR,CU,#2 CU FLEX
DAM
Light Duty Steel Poles �IPOW R.

Transmission Revised 10/03 04-1 UU-01
Disk Anchors
Disk anchors are installed when it is It is strongly recommended that a quantity of
impractical to install screw type or rock type crushed or 3"maximum rock be compacted
anchors.When disk anchor systems are used, directly on the disk anchor before the
install the 20" anchors for the shield wire remainder of the backfill is added. Upon
downguys and the 24" and 36" anchors for the application of the load,the disk acts as a
phase conductor downguys. wedge, forcing the small rocks upward and
outward into the sides of undisturbed earth.
Mechanical Strength
Add backfill in small quantities and compact
Use the following ultimate strengths for thoroughly.
anchor assemblies:
The Anchor Rod Trench. Dig the trench
20" disk—40,000 lbs. for the anchor rod so that the rod will be
24" disk—40,000 lbs. straight and in line with the final guy tension.
36" disk—48,000 lbs.
Keep the trench narrow,using a narrow tool
The Engineer must determine the anchor such as a digging bar.Avoid the use of
holding capacity of the soil.A soil mechanical digger or wide shovels. Disturbed
classification method or field testing may be earth ahead of the anchor seriously reduces
used to estimate the ultimate capacity of the the holding power of the anchor.
anchoring system.
The rod trench also should be filled and
Installation compacted in order to keep out surface water.
The Anchor Hole. Machine bore or hand- Work carefully to avoid damage to the
dig the anchor holes.Avoid making the holes protective plastic coating on the anchor rod.
too large in diameter.
The Anchor Eye Nut. Ensure that the bottom
In soils where digging conditions unavoidably of the anchor eye nut extends
result in caving, a larger size anchor should be 6" to 12" out of the ground.Under no
substituted. circumstances shall the eye of the anchor be
covered
The anchor hole should be dug vertically;the
rod is trenched into position.
IDPIFIO
OgNPOMR. Disk Anchors
nn IPa[azP—P-V

04-100-02 Revised 08/19
Transmission
3-1/2' Extension Rod with Coupling
Eye Nut
5042 ill
Coupling
1"
Anchor Rod
TAN 19
5004 20" Disk Anchor
5040 1"x 10'Anchor Rod
TAN23
5006 24" Disk Anchor
5040 1"x 10'Anchor Rod Disk Anchor—y
TAN36 Plastic Insulating Washer
38631 36" Disk Anchor
38635 1-1/4"x 10'Anchor Rod Washer
Steel Cap Nut
20"Disk Anchor 24"Disk Anchor
PassPort PassPort
Cat.ID Code Description Cat.ID Code Description
5004 TAN19 ANCHOR, DISK, 20" 5006 TAN23 ANCHOR, DISK, 24"
5040 ROD AN 1"X10' 5040 ROD AN 1"X10'
5042 EXT ROD 1" 5042 EXT ROD 1"
36"Disk Anchor
PassPort
Cat.ID Code Description
38631 TAN36 ANCHOR, DISK, 36"
38635 ROD AN 1-1/4"X10'
No extension rods or couplings available.
Disk Anchors MOPOI�N R&

Transmission Revised 10/03 04-100-03
Anchor Placement
Augered Hole
Narrow Trench for
the Anchor Rod
Top View
6"to 12" Berm and tamp to prevent water entry
o
Final grade
P p
Q
P
P Compact this soil
per specifications
� e
0
d
/JI O
Be careful not to damage the rod.If
you do nick the coating,cover the
damaged area with vinyl tape. o Use concrete(allow proper set-up
time)or crushed rock or gravel.
0 o Compact fill per specifications
u
0 a
Position the anchor disk
in this position and depth
of the augered hole.
P R,,. Disk Anchors

04-600-10
Transmission
Material Description of Fiberglass
Guy Strain Insulators
Application. The T fiberglass, guy
strain insulator,which is rated at
30,000 pounds,must be installed on both
3/8" and 1/2" guy strand where the guy
could accidentally become energized.
Multiple 7' sections may be required to
maintain the clearances specified in the
Advisory Manual. Note: Even with the
addition of a guy strain insulator, full
clearance to metallic end fittings must be
maintained, and clearance to the insulator
must be at least 75%of the value specified
by Table 235-6 of the NESC. If guy strand is
used above the guy strain insulator,it must
be bonded to the pole ground wire as shown
in sections 04-501, 04-506 and 04-600.
Caution: Be sure to use the guy strain
insulator with a minimum breaking strength
of 30,000 lb(Cat. ID 4727)and not the
smaller, distribution class, guy strain
insulator with a minimum breaking strength
of 15,000 lb(Cat. ID 4726).
This guy strain insulator must also be used
wherever the anchor must be isolated from
1/2" guy strand for corrosion control; the
Johnny Ball does not offer adequate tensile
strength for 1/2" guy strand.
PassPort Codes. Each PassPort code
listed below includes one guy strain
insulator,two rollers, and the appropriate
formed wire guy grips.
Fiberglass Guy Strain Insulator
Cat. ID Description PassPort Codes Configurations
4727 INS GUY STR 30000 78 TGS72
TGS73
4866 LINK SGL 3/4" None
Grounding and Insulating Guys 'per R
Revised 10/03

Transmission 04-990-01
Anchor System Corrosion — Causes & Prevention
Corrosion is the deterioration of a metal by By electrically isolating the dissimilar
chemical or electromechanical reaction with metals from one another, galvanic corrosion
its environment.A number of conditions can can be controlled. The isolation for the first
contribute to the corrosion of an anchor galvanic couple described above is achieved
system.Their interaction can affect the kind through the use of a guy strain insulator.
of corrosion, its rate of action, and whether Refer to section 04-600 for additional
it is localized as pitting or distributed over information on the application of guy strain
the metal surface. insulators.The second and third galvanic
couples described above can be isolated
Dissimilar Metals through the application of a poly sleeve set,
as shown in section 04-100,to isolate the
The electrical connection of dissimilar anchor plate from the rod.
metals creates a galvanic couple that leads
to the most active of the two metals Backfill should not be placed over the
becoming an anode and corroding. anchor rod eye because galvanic corrosion
Examples of galvanic couples include the would occur on the guy strand. If additional
following: fill is placed around an anchor,the anchor
should be reset or an adequate anchor rod
♦ Galvanized Steel Anchor Rod+ extension should be used.A plastic conduit
Copper Pole Ground. When a around the anchor rod eye and down guy
galvanized steel anchor rod is connected does not provide adequate protection.
through the guy strand to the copper
pole grounds, corrosion of the
galvanized rod occurs at about 15"
below the surface of the ground.
♦ Galvanized Steel Anchor Rod+Black
Steel Anchor Plate. When a
galvanized steel anchor rod is connected
to a black steel cross plate, corrosion
occurs on the anchor rod near the
anchor plate.
♦ Copper-Bonded Steel Anchor Rod+
Black Steel Anchor Plate. When a
copper-bonded steel anchor rod is
connected to a black steel anchor plate,
the plate is corroded where it contacts
the copper bonded rod.
`�R Anchor System Corrosion
Revised 10/03

04-990-02
Transmission
Differential Aeration extremely important that the copper layer
over the rod and threads be free of any
When an anchor rod passes through soil breaks in the coating since the exposure of
areas containing different amounts of air, an the steel to the soil would cause rapid
oxygen concentration cell is formed in corrosion of the steel core with possible
which the metal in the well-aerated area is failure of the rod.An added benefit of the
less active chemically than the oxygen copper-bonded rod is that it eliminates the
deprived metal surface. Generally,this tends need for a strain insulator in the down guy.
to concentrate corrosion on the more deeply
buried portion of the structure.An example Similar corrosion protection of the
of an oxygen concentration cell condition is galvanized rods used with screw anchors is
where the anchor rods are buried in different achieved by using rods that are purposely
soil strata, such as sand and clay. The oversized for the Application. In some areas,
section of the rod in the clay is usually where the potential for particularly strong
deprived of oxygen while the section in the oxygen concentration cells exists,these rods
sand has an excess of oxygen. The oxygen may have a relatively short service life.
concentration cell thus causes corrosion of Should this situation be encountered in the
that portion of the metal rod in the oxygen field, contact T&D Design for replacement
deprived soil.Another example of this recommendations.
situation is where the anchor rods penetrate
below the surface of the water table.The
rising and falling water level effectively
"pumps"air into the upper soil while the Stray DC Currents
section of the rod under water is deprived of
oxygen. The corrosion that results often Corrosion of buried metals is accelerated by
causes a gradual reduction of the rod stray DC current in the soil. In the Idaho
diameter, called"penciling", and failure Power Company service area,DC current is
occurs near the uppermost part of the rod mainly related to cathodic protection
that is continuously under water. installations for buried pipelines and steel
transmission towers.When anchoring within
Corrosion of the anchor rod due to one half mile of a cathodic protection anode
differential aeration has been reduced by bed or within two spans of a major natural
using a copper-bonded anchor rod. The gas or fuel transmission pipeline, a guy
corrosion of copper generally proceeds at a strain insulator may be required to isolate
slower rate than that of a galvanized steel the anchor from the multi-grounded system.
rod under the same conditions. The copper Contact T&D Design for special
coating thus protects the steel rod. It is instructions.
Anchor System Corrosion 'POWER
Revised 10/03

01-800-02 Revised 01/17
Transmission
Specification. Idaho Power's specification Grounding and Cathodic Protection. The
for LD poles requires them to be ASTM details show typical locations for grounding
A871 Modified(Self Weathering steel). For nut locations relative to different types of
most urban applications they will be painted attachments. The shield wire shall be
Hazelton Grey. All attachments, grounding bonded to the pole as shown in Detail B and
nuts,holes,bolt on hardware, vangs, the pole splice requires bonding as well.
coatings, and steel arms must be specified Cathodic protection is provided through the
for each pole ordered. LD poles will receive use of a sacrificial magnesium anode and is
most distribution facilities that will mount to required for all LD poles. Cathodic
a wood pole. Transmission shield wire protection of direct buried engineered steel
brackets and gain base insulators will also pole structures shall be evaluated for each
attach with through-bolts similar to wood specific project. Pole grounding material is
pole construction. Contact T&D Design included in the pole compatible unit.
Engineering for assistance in specifying LD
poles.
1/2"SS Nut
5181 �by Specification
5231
5351 3852
3"
5342 W 1,0
T 3657
14651
4115
3853 4224
3669
56234 Detail B
Slip Joint Bonding
a . 4�1
Detail A
Shield Wire Bonding
(TBSW)(TRD38)(TCS3)
See Note 1.
Notes:
1. Parts and CUs shown are for 3/8"shield wire
with armor rod.5/16"shield wire,3/8"shield wire
without armor rod,or optical ground wire will
require different material.
Light Duty Steel Poles eOPd1�f1f R.

Transmission Revised 01117 01-800-03
3852
— See Detail D
' Twist Wires Together
1'-6l"Min Until Below Grade
i --
r See Section 02-002
56fi74 ! #10 Wire 5'-0"Min
for Grounding Details.
3657
5034 —i
5884
5'-0"Min
1'-6"
Min
See Note 2
Corrosion 6
Detail C Protective ----- --
Pole Grounding Coating t Collar
(TANODE)(TPLDXX) 2'-0"'Min �1'-0"Min
i II LL
Notes:
1. Corrosion protective coating to bottom of pole by 46"
specification.Contractor is to touch up damaged
coating.
2. 1/2"SS Nuts, Groundline Collar and coating
must be specified by the Project Engineer. See Note 1
Detail D
NPMER Light Duty Steel Poles

01-710-02
Transmission
Numbering & Labeling Steel must be numbered on both sides of each
Structures structure with 4" adhesive backed numbers
as illustrated in figure 2. Each circuit is
Single and Double Circuit Transmission numbered consecutively. The numbers are
Lines with a Single Line Number. All attached to their respective sides of the pole
single circuit transmission lines and all or structure.
double circuit transmission lines with the
same line number for both circuits shall be Placement on Lattice Steel Towers.
numbered consecutively with structure 1 Lattice steel towers are to be numbered as
located at the power source. shown in figure 4. If the steel lattice member
is large enough, apply the 4" numbers
Double Circuit Transmission Lines with directly to the member. Otherwise, apply the
Separate Line Numbers. A double circuit numbers to an aluminum plate and attach the
transmission line with separate line numbers plate to the member using adhesive or wire.
See
Detail A
Detail A
Aerial Number
or
Detail B
Structure Number
If the lattice member is large enough,
apply adhesive backed numbers directly
to the member. If not,place the numbers
on a sign plate and secure the plate to the
member.
See
Detail B
Figure 4. Labeling Circuits on Towers
IDAHO
Numbering Transmission Line Structures 111991
Revised 06/10