20170303IPC to Tidwell Attachment 18.3.pdf

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Final Report -Appendices
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4700 McMurray Avenue
Fort Collins,Colorado 80525
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APPENDIX A
INSPECTION RESULTS
u
KEY TO INSPECTION RESULTS
Pole Codes:
AGL
Circ
Above Groundline
Circumference
Damage (Fire)
Damage (Woodpecker)
Damage (Mechanical)
Pole Deflecting In-Line
Rot (Heart)
Rot (Shell)
"Unable To Test Pole"
Woodpecker Guard
f
DF
DW
f DM
Raked
RH
RS
UTP
WP Guard
Framing Codes:
LH Loose Hardware
Component in Moderate Condition
Loose Guy
Split Framing Component
Broken Component
MOD.
SLACK
SPLIT
BRK
Electrical Codes:
BRK Broken Component (Broken or Chipped
Insulator,Broken Ground Wire)
GW Ground Wire
INSPECTION RESULTS
POLE POLE POLE
HEIGHT CLASS SPECIES
GL.STR.POLE
LOC.
STR.YEAR
MFG.
PT VEE X
PRED.INSULATOR GUY WIRE CROSSARM BRACE BRACENUMBERTYPEDIAM.
WCLAH602 15.71962 4020489
WCCAH2196260 16.4 4420489
WCRAH602 17.41962 4080489
WCLAX652 20.21962 3660490
WCRAX1962652 19.4 3950490
WCLAKX1196295 20.5 3810491
WCRAKX9514911962 20.2 4140
WC1LAKX90 22.0 35704921962
WCRAKX1 371019629022.9492
WCL BRK.E 1962 2 17.9 394049375
WCCE19622 18.4 388049375
WC SLACKRE196270218.4 3960493
WC BRK.L 2 16.0A196260 4070494
WCRA602 16.0 43501962494
WCLA2 14.8196260 4090495
WCR2 16.8A196260 3960495
WCLA652 17.31962 3830496
WC 15.7RA652 43701962496
WCLA602 14.6 41601962497
WCR2 14.5A196260 4340497
WC 16.0LA1962602 3940498
WCRA602 17.5 44301962498
WC MOD,L 2 15.8 4130A196260499
WCR2 15.4 4140A196260499
WCL2 15.7A196265 4780500
WCR2 18.4 3930A196265500
WC 18.6LA702 39905011962
WC 18.8 4140RA7025011962
WC 15.2 42202LA196265502
INSPECTION RESULTS
OBS.
CODE
SECT.
REMAIN.
GROUND
WIRE
SHIELD
WIRE
POLE
LOC.
STR.
COMMENTSPOLENUMBER
1.00L489
1.00C489
1.00R489
1.00L490
1.00R490
1.00L491
1.00R491
1.00L492
MINOR COMPRESSION WOOD.SHOT GUN DAMAGE1.00R492 J
RS 2'-5'AGL,1/3 CIRC.3/4'DEEP;BRK INSULATORRS0.89L493
1.00C493
SLIGHTLY SLACK GUY1.00R493
BRK INSULATOR CENTER PHASE1.00L494
RS 2'-5'AGL,1/3 CIRC.3/4"DEEPRS0.87R494
1.00L495
1.00R495
CLEAR TREES1.00L496
1.00R496
1.00L497
RS 1 '-4'AGL,1/4 CIRC,3/4"DEEPRS0.88R497
1.00L498
1.00R498
CROSSARM IN MODERATE COND.,REINFORCED RT.SIDE1.00L499
1.00R499
1.00L500
1.00R500
1.00L501
MINOR COMPRESSION WOOD1.00R501
CLIMBING INSP.PERFORMED THIS STRUCTURE1.00L502
INSPECTION RESULTS
VEE XPOLEPOLEPOLE
HEIGHT CLASS SPECIES
GL PTYEAR
MFG.
STR.POLE
LOC.
STR.
BRACEPRED.INSULATOR GUY WIRE CROSSARM BRACEDIAM.TYPENUMBER
MODWC15.4 4130A19622R65502
LHWC4130118.9AX198465L503
WC1 17.5 4050AX198465R503
WC BRK.3990217.4E196260L504
WC 381018.6E2C196260504
WC 415017.0E2196255R504
WC 16.4 3900A1962260L505
MOD.WC 4290215.2A196260R505
WC 15.8 4070602A1962L506
WC 15.8 41602A196260R506
MODWC16.0 40402LA196260507
WC 16.4 39002A196260R507
BRK.WC 3830218.6GXL196270508
WC 19.8 3870GX2196270R508
WC 4120 BRK.15.22A196260L509
WC 4790216.0A1962R55509
WC 14.6 4370A-GKX 2196265L510
WC 17.6 38802A-GKX 1962 60R510
WC 4110217.4GX196270L511
WC 4030216.4GX196270511R
4010WC17.93LA196260512
WC 4410317.960A1962R512
WC 15.5 43402A196260L513
WC 16.5 40002A196260R513
SLACKWC3770218.3E196265L514
WC 397015.92CE196265514
WC 442014.72E196260R514
4320WC315.060A1962L515
WC 407015.03A196260R515
INSPECTION RESULTS
SECT.
REMAIN.
OBS.
CODE
GROUND
WIRE
SHIELD
WIRE
STR.POLE
LOC.POLE COMMENTSNUMBER
CROSSARM IN MODERATE COND.,REINFORCED RT.SIDE1.00R502
DW AT 15'AGL,2.5'DIAM,APPROX.5"DEEPDW0.79L503
X-BRACE LOOSE HARDWARE1.00R503
WP GUARD;BRK.INSULATOR (LEFT)1.00L504
1.00C504
1.00R504
WP GUARD;SHEILD WIRE BAYONETTE LOOSE HARDWARE1.00LLH505
CROSSARM IN MODERATE COND.,REINFORCED LT.SIDE1.00R505
SHEILD WIRE BAYONETTE LOOSE HARDWARE1.00LHL506
1.00R506
CROSSARM IN MODERATE COND,,REINFORCED LT.SIDE1.00L507
MINOR DW1.00R507
WP GUARD;BRK.INSULATOR (RIGHT)1.00L508
WP GUARD1.00R508
BRK.INSULATOR (LEFT)1.00L509
1.00R509
RS 2'-4'AGL,1/4 CIRC.,1/4"DEEPRS0.95L510
STRUCTURE RACKED 6"AT TIP1.00R510
RS 1-4'AGL,1/4 CIRC,3/4"DEEPRS0.90L511
RS 1'-4'AGL,1/4 CIRC,3/4"DEEPRS0.89R511
CLIMBING INSP.PERFORMED THIS STRUCTURE1.00L512
1.00R512
1.00L513
1.00R513
SLACK GUY1.00L514
RACKED 1 'AT TIP1.00C514
1.00R514
1.00L515
1.00R515
INSPECTION RESULTS
POLE POLE POLE
HEIGHT CLASS SPECIES
GL.VEEPOLE
LOC.
STR.YEAR
MFG.
PT XSTR.
DIAM.PRED.INSULATOR GUY WIRE CROSSARM BRACE BRACETYPENUMBER
WC 16.8LA1962652 4090516
WCA2 19.3 3750R196265516
WC BRK.17.0LA1962652 3940517
WC 4610RA65218.91962517
WC MOD.17.7 3820LA1962602518
SLACKWCBRK.16.9 3930RA1962602518
WC LHAH214.9 4560L196260519
WCAH 15.6 4040C1962602519
WC 16.3AH602 3970R1962519
WC SLACK17.2 4460A602L1962520
WC 15.4 3900RA1962602520
WC 16.62 4030LAKX196275521
WC 18.5AKX3 3760R196275521
WC SLACK SPLITH18.1 4650L1962602522
WC 16.9 3910CH1962602522
WC 16.5 4030H1962602R522
WC SLACKH216.2 3920L196260523
WC 16.5 4410CH1962602523
WCH2 15.7 4340R196260523
SLACK SPLITWC215.5 4320LH196255524
WC 15.8CH2 4450196255524
WC 16.8 3990H19622R55524
WC 16.4 4030AX-HD 1962 60 3L525
WCAX-HD 3 16.7 3940R196260525
WC SPLITBRK.17.3 4610H652L1962526
WC2 18.8 3740CH196265526
WC 17.7 3820H652R1962526
WC 17.5 4270A2L196265527
WC 18.5 42302RA196265527
INSPECTION RESULTS
GROUND
WIRE
OBS.
CODE
SECT.
REMAIN.
SHIELD
WIRE
POLE
LOC.
STR.
POLE COMMENTSNUMBER
1.00 RACKED 6"AT TIPL516
1.00R516
NOT EXCAVATED;BRK.INSULATORL1.00517
R 1.00 NOT EXCAVATED517
CROSSARM MODERATE.REINFORCED FULL LENGTH1.00L518
BRK.INSULATORS,SLACK GUYS1.00R518
VEE BRACE (LEFT)-LOOSE HARDWARE1.00L519
C 1.00519
1.00R519
SLACK GUYS1.00L520
R 1.00520
RS RS 5'-6'AGL,1/3 CIRC.,3/4"DEEPL0.88521
R 1.00521
SPLIT CROSSARM,REPAIR OR REPLACE;SLACK GUYS1.00L522
C 1.00522
RS RS 1 '-5'AGL,1/2 CIRC.,3/4"DEEPR0.87522
SLACK GUYSL1.00523
C 1.00523
R 1.00523
SPLIT CROSSARM,REPAIR OR REPLACE;SLACK GUYS1.00L524
C 1.00524
1.00R524
1.00L525
R 1.00525
SPLIT CROSSARM,REPAIR OR REPLACE;BRK.INSULATORL1.00526
C 1.00526
R 1.00526
L 1.00527
1.00R527
INSPECTION RESULTS
STR.POLE
LOC.
YEAR
MFG.
POLE POLE POLE
HEIGHT CLASS SPECIES
STR.GL.PT VEE X
NUMBER TYPE DIAM.PRED.INSULATOR GUY WIRE CROSSARM BRACE BRACE
L GX WC5281962652 17.5 3820 SLACK
R GX WC5281962652 18.0 3810
L AH WC5291962602 18.6 3980
C AH 1962 WC529602 19.7 3970
WCRAH1962152965 18.7 3920
L A WC5301962602 15.4 4220
R WC530A1962602 15.1 4080
WC531LA19622 15.0 413055
WC531RA1962255 13.9 4310
L A 1962 WC532552 15.4 3980
R WCA1962702532 14.3 4270
L A WC SLACK533196260215.9 4130
R 1962 60 2 WC 16.3533A 4090
WCLAH1962534602 20.0 3670
C AH WC5341962602 19.8 4110
R AH 1962 WC534602 18.3 3850
WCLGX1962603 15.8 SLACK5354000
R GX WC1962603 15.0535 4280
WCLA1962253665 18.3 4000
WCR536A1962652 20.2 3710
1 WCLAH1962 17.7 388053755 LH
WCc1AH1962 16.9 3870 SLACK53755
N/A N/ARAHWC1962602537
WCLA 18.05381962702 4160
WCRA19622 17.8 385053875
WCLA1962539652 19.5 3820
WCRA53919623 16.7 443075
L WC 18.0 BRK.AH 1962 60 2 3950540
WCCAH1962 16.8 4000540602
INSPECTION RESULTS
OBS.
CODE
SECT.
REMAIN.
GROUND
WIRE
POLE
LOC.
SHIELD
WIRE
STR.
POLE COMMENTSNUMBER
SLACK GUY1.00L528
1.00R528
1.00L529
DW 4"CIRC.X 6"LONG.HAS BEEN FILLEDDW0.86C529
1.00R529
MINOR COMPRESSION WOOD,BRK.GROUND WIREBRK.1.00L530
1.00R530
1.00L531
1.00R531
1.00L532
1.00R532
MODERATELY SLACK GUYS1.00L533
1.00R533
1.00L534
1.00C534
1.00R534
SLACK GUYS -TIGHTEN1.00L535
1.00R535
1.00L536
1.00R536
VEE BRACE -LOOSE HARDWARE1.00L537
SLACK GUYS -TIGHTEN RT.POLE1.00C537
CONCRETE AND STEEL REINFORCED TO 9'AGL0.00R537
L 1.00538
REIN./REPL ****MAJOR DW,REPAIR OR REPLACE ****DW 0.57R538
1.00L539
1.00R539
BRK.INSULATORS RT.AND CT.1.00L540
"C"TRUSS,***MAJOR DW REPAIR OR REPL.***DWREIN./REPLC 0.54540
INSPECTION RESULTS
POLE POLE POLE
HEIGHT CLASS SPECIES
GL.VEE XPTSTR.YEAR
MFG.
POLE
LOC.
STR.
PRED.INSULATOR GUY WIRE CROSSARM BRACE BRACEDIAM.TYPENUMBER
WC 19.4 4180AH652R1962540
WCAKX-HD 70 2 18.3 3920L1962541
WCAKX-HD 70 2 19.0 37301962R541
WC MOD.18.5AKX-HD 2 4470L1962
1962
75542
WC2 18.0 3940AKX-HD 75R542
WC1 15.9 4250AKXL196255543
WC 15.4 41601RAKX196255543
WC SLACK SPLIT15.0 3970AKX3L196255544
WC 16.5 41403RAKX196255544
WC2 20.6 3940AH196270L545
WC2 20.8 3770CAH701962545
WC2 19.8 389070RAH1962545
WC SLACK215.8 400060LA1962546
WC 15.4 4460602RA1962546
WC2 16.0 4420196260LA547
WC 15.42 4390A196260R547
15.8WC 41603196260LA548
WC 16.82 4460196260RA548
WC 389065220.1A1962L549
WC 18.6 3910702A1962R549
WC2 15.0 4370A-GKX 1962 60L550
WC 15.5 39702A-GKX 1962 60R550
WC 17.0 38602196265LA551
WC 16.4 42402RA196275551
SLACK SPLITWC18.4 3760602GX1962L552
WC 16.0 39503GX196270R552
WC SLACK LH17.5 43302GKX60L1962553
WC 459016.4602GKX1962R553
WC 16.6 3880365LA1962554
INSPECTION RESULTS
OBS.
CODE
SECT.
REMAIN.
GROUND
WIRE
POLE
LOC.
SHIELD
WIRE
STR.
COMMENTSPOLENUMBER
¦C"TRUSS.DW THROUGH WP GUARDSDW0.91R540
MINOR SHELL ROT 2'-4'AGL,10"CIRC.1.00L541
1.00R541
WP GUARD,CROSSARM MODERATE,REINFORCED FULL LENGTH1.00L542
WP GUARD,NEW DW,NEITHER POLE EXCAVATED.1.00R542
1.00L543
1.00R543
SPLIT CROSSARM,REPAIR OR REPLACE;SLACK GUYS1.00L544
1.00R544
L 1.00545
C 1.00545
1.00R545
SLACK GUYS,RACKED 6'AT TIPL1.00546
1.00R546
MINOR DF1.00L547
MINOR DF1.00R547
1.00L548
WP GUARD,RACKED 1 'AT TIP1.00R548
WP GUARD,PREV.REPAIRED DW,4"DIAM @ 4'AND 20'DW 0.86L549
1.00R549
WP GUARD1.00L550
MINOR DW AT 5'AGL1.00R550
1.00L551
R 1.00551
SPLIT CROSSARM,REPAIR;SLACK GUYS1.00L552
1.00R552
CROSSARM -LOOSE HARDWARE;SLACK GUY,TIGHTENL1.00553
R 1.00553
MINOR COMPRESSION WOOD1.00L554
INSPECTION RESULTS
POLE POLE POLE
HEIGHT CLASS SPECIES
GL VEE XSTR.YEAR
MFG.
PTPOLE
LOC.
STR.
BRACE BRACEINSULATORGUYWIRECROSSARMDIAM.PRED.TYPENUMBER
WC MOD.14.4A653 5000R1962554
WC 15.6A1962703 3960L555
WC 15.9A703 4030R1962555
WC 16.3 4020H1962602L556
WC 17.2 4430H1962602C556
WCH2 17.4 4270R196260556
WC BRK.3680AH219.8L196265557
WC 18.8 3750CAH6521962557
WC BRK.406065218.6RAH1962557
WC SPLIT18.5 4490H702L1962558
WC2 18.9 4000CH196270558
WC 4100216.3H196270R558
WC SLACK SPLITBRK.3740H219.3L196265559
WC2 16.2 4560CH196265559
WC2 18.4 4250H196265R559
WC2 18.3 4450A-HD 1962 70L560
WC BRK.18.7 3820702RA-HD 1962560
WC BRK.3790218.9A196270L561
WC BRK.18.8 3960702RA1962561
WC 19.2 40202A196265L562
WC 3860217.6A196265R562
WC 4060314.1A1962L55563
WC3 14.7 4650RA196255563
WC 18.5 4390603LA1962564
WC 17.2 3840A603R1962564
WC 17.8 4060603LA1962565
WC 17.8 38803A196260R565
BRK.WC 17.2 38602E196260L566
WC BRK.397017.72CE196265566
INSPECTION RESULTS
SHIELD
WIRE
GROUND
WIRE
OBS.
CODE
SECT.
REMAIN.
POLE
LOC.
STR.
POLE COMMENTSNUMBER
CROSSARM MODERATE,REINFORCED LT.SIDER1.00554
L 1.00555
R 1.00 WP GUARD555
L 1.00 WP GUARD556
C 1.00 WP GUARD556
R 1.00 WP GUARD556
MINOR DW,BRK.INSULATORL1.00557
RS MINOR DW,RS 2'-3'AGL,12"CIRC,3/4"DEEPC0.92557
R 1.00 BRK.INSULATORS 4 BELLS BROKEN557
WP GUARD,CROSSARM SPLIT REPAIR OR REPLACEL1.00558
C 1.00 WP GUARD558
DW WP GUARD,DW AT POLE TOP -CLIMBING INSP RECOMMENDEDR0.88558
L 1.00 WP GUARD,MINOR DW;BRK.INSULATORS,SLACK GUYS559
C 1.00 WP GUARD,SPLIT CROSSARM,REPLACE559
R 1.00 WP GUARD559
L 1.00 WP GUARD560
WP GUARD;BRK.INSULATORR1.00560
L 1.00 CHIPPED INSULATOR561
R 1.00 CHIPPED,BRK.INSULATORS561
NOT EXCAVATEDL1.00562
R NOT EXCAVATED1.00562
L 1.00563
RS MINOR DW;RS 2'-5'AGL 1/4 CIRC,3/4"DEEP;SWEEP 1'R 0.88563
RS RS 3'-5'AGL,8"CIRC,3/4"DEEPL0.94564
R 1.00564
WP GUARDL1.00565
R 1.00565
WP GUARD;"C"TRUSS;BRK.INSULATORS -3 BELLSL1.00566
RS RS 2'-4'AGL,8"CIRC,1/2"DEEP;BRK.INSULATORC0.96566
INSPECTION RESULTS
VEE XPOLEPOLEPOLE
HEIGHT CLASS SPECIES
GL.PTSTR.YEAR
MFG.
POLE
LOC.
STR.
PRED.INSULATOR GUY WIRE CROSSARM BRACE BRACEDIAM.TYPENUMBER
WC 16.5E2 4500196265R566
WC BRK.16.4 3960A7021962L567
WC 17.0 4050A7021962R567
WC 18.4 4140A7021962L568
WC2 17.2 3840196270AR568
DF 14.3 5800AX2198765L569
DF 15.2 4570AX6521985R569
WC 18.2 38402A196265L570
WC 19.12 4720A196265R570
WC 18.2 39502A196265L571
WC 416018.6A6521962R571
UTPWC19.42A196270L572
SPLITWC18.6 38102A1962
1962
70R572
WC SLACK18.0 38602H65L573
WC 4010218.4H196265C573
WC1 17.7 4490H196265R573
WC 20.11 3760197280AX-HD573BL
WC 3670120.6AX-HD 1972 80573BR
WC 15.7 45002H196255L574
SPLITWC16.4 39602H196260C574
WC SLACK17.7 41602H196265R574
WC 411015.73A196255L575
WC 399015.2603A1962R575
SPLIT LHWC15.7 45802AX-HD 1962 70L576
WC 17.7 38103AX-HD 1962 75R576
WC 430014.93A196260L577
SLACKWC16.6 44903A196260R577
WC 402015.62AH196260L578
WC 15.4 44702CAH196260578
INSPECTION RESULTS
OBS.
CODE
SECT.
REMAIN.
GROUND
WIRE
POLE
LOC.
SHIELD
WIRE
STR.
COMMENTSPOLENUMBER
WP GUARD1.00R566
RS 3'-5.5'AGL,14'CIRC,3/4"DEEP;BRK.INSULATORRS0.89L567
1.00R567
WP GUARD;SWEEP 1 'AT TIP1.00L568
1.00R568
NEW POLE,NOT TREATED1.00L569
NEW POLE,NOT TREATED1.00R569
MINOR RS1.00L570
1.00R570
LANDSCAPING HAS MOVED POLE GL UP 3'TO 4'1.00L571
1.00R571
**UTP**RH AT GL,3"SHELL;RS 2'-4'AGL,1/3 CIRC,3/4"DEEPRH;RS 0.69L572
RS 3'-4.5'AGL,1 1 "CIRC,3/4"DEEP;X-ARM MINOR SPLITRS0.92R572
SLACK GUYS1.00L573
1.00C573
1.00R573
NOT INSPECTED,INACCESSIBLE1.00L573B
NOT INSPECTED,INACCESSIBLE1.00R573B
1.00L574
SPLIT CROSSARM,REPAIR OR REPLACE1.00C574
SLIGHTLY SLACK GUY1.00R574
COMPRESSION WOOD1.00L575
1.00R575
X-BRACE LOOSE HARDWARE;CROSSARM SPLIT REPAIR/REPLACE1.00L576
RS 1-5'AGL,1/3 CIRC.1"DEEP;MD @ 4'AGL,1/3 CIRC,1/2"DEEPRS0.80R576
RS 2'-4'AGL,10"CIRC 1"DEEPRS0.87L577
SLACK GUYS1.00R577
DW @ T AGL,3"DIAM,3"DEEPDW0.87L578
1.00C578
INSPECTION RESULTS
VEE XPOLEPOLEPOLE
HEIGHT CLASS SPECIES
GL PTSTR.YEAR
MFG.
POLE
LOC.
STR.
BRACE BRACEPRED.INSULATOR GUY WIRE CROSSARMDIAM.TYPENUMBER
WC 16.0AH602 3930R1962578
WCGKX602 16.2 3740L1962579
SLACKWCGKX15.7603 4800R1962579
WC SLACK16.8AKX702 52701962L580
WC2 18.5 3760AKX196265R580
LHWC18.12 4230AH196265L581
WC 17.2 3980652CAH1962581
WC2 18.8 4430AH65R1962581
WC *BRK*2 16.5 3890AKX70L1962582
LHWC16.1 4440702RAKX1962582
LHWC215.4 443060LH1962583
SLACKWC217.5 3820CH601962583
WC 4140H216.0196260R583
SLACKWC216.9 3940GX196265L584
WC 17.0 3890GX652R1962584
WC 18.5 4040602AKX1962L585
WC 16.5602 3970AKX1962R585
WC MOD.2 17.4 432060LAH1962586
WC2 15.6 399060CAH1962586
WC 15.9 4210602RAH1962586
WC 15.92 3940AH196260L587
WC 17.5 44302AH196260C587
WC 17.5 43502RAH196255587
WC 17.7 4000602LAH1962588
WC 17.3 40102CAH196260588
WC 15.6 4000602AH1962R588
INSPECTION RESULTS
SECT.
REMAIN.
OBS.GROUND
WIRE
POLE
LOC.
SHIELD
WIRE
STR.
COMMENTSCODEPOLENUMBER
1.00R578
RS 1 '-5'AGL,1 6"CIRC,3/4"DEEP;MINOR COMP.WOODRS0.88L579
SLACK GUYS1.00R579
SLACK GUYS1.00L580
1.00R580
LOOSE VEE-BRACE TIGHTEN;MINOR WP1.00L581
RS 2'-5'AGL,3/4 CIRC,1/2"DEEPRS0.90C581
1.00R581
RS 1 -4'AGL,10"CIRC,1/2"DEEP;***BROKEN GUY ***RS 0.94L582
RS 1'-4'AGL,1/3 CIRC,3/8"DEEP;LOOSE X-BRACERS0.94R582
LOOSE VEE-BRACE1.00L583
SLACK GUYS1.00C583
1.00R583
SLACK GUYS1.00L584
1.00R584
1.00L585
1.00R585
CROSSARM MODERATE,PARTIALLY SPLIT1.00L586
RS 1'-4'AGL,3/4 CIRC,3/4"DEEPRS0.82C586
1.00R586
1.00L587
1.00C587
1.00R587
1.00L588
1.00C588
RS 1 '-5'AGL,3/4 CIRC,3/4"DEEPRS0.82R588
I
APPENDIX B
STRUCTURAL RELIABILITY ASSESSMENT
RESULTS AND RECOMMENDATIONS
i
STRUCTURAL RELIABILITY ASSESSMENT RESULTS AND RECOMMENDATIONS
POLE
HEIGHT
POLESTRUCTURE
CLASS SPECIESSPAN GROUNDLINE DIAM.STR.PREP,(psl)TYPEID.
LEFT RIGHT LEFT RIGHT LEFT RIGHT
AH489 Reliability Index Not Available For Three Pole Structures -See Buckling Assessment (Appendix C)
wcAX6522 20.2 19.4 3660 3950654490
WC1AKX951 20.5 20.2 3810 4140491859
WCAKX1165190 22.0 22.9 3570 3710492
E493 Reliability Index Not Available For Three Pole Structures -See Buckling Assessment (Appendix C)
WC 16.0A6022 16.0 4070 3800494545
WC 14.8 16.8A6022 4090 3960575495
WCA6522 17.3 15.7590 3830 4370496
WC 14.6 14.5A5586022 4160 3820497
WCA6022 16.0 17.5558 3940 4430498
WC6022 15.8 15.4A570 4130 4140499
WCA6216522 15.7 18.4 4780 3930500
WCA7022 18.6 18.8 41406733990501
WCA6522 15.2 15.4 4220 4130592502
WC1AX512651 18.9 17.5 3260 4050503
E504 Reliability Index Not Available For Three Pole Structures -See Buckling Assessment (Appendix C)
WCA6022 16.4 15.2 3900550 4290505
WC6022 15.8 15.8 4160A5734070506
WC2 16.0 16.4A638602 4040 3900507
WC 18.6 19.8GX7022 36008353560508
WC 15.222 16.0 4120A61660 4790509
STRUCTURAL RELIABILITY ASSESSMENT RESULTS AND RECOMMENDATIONS
RELIABILITY INDEX CONTROLLING
LOAD
CASE
LIFE REMAININGNESCSTRUCTURE
RIGHT
POLE
RIGHT
POLE
RECOMMENDATIONSLEFT
POLE
LEFT
POLE
MAXTYPEID.
STRESS
AH489 See Buckling Assessment (Appendix C)
WIND/ICE 30AX3.9 3.9 302889490
WIND/ICE2.9 30AKX2.7 304644491
WIND/ICE 30 30AKX3.6 3.73348492
Repair Broken Insulator.Tighten GuyE493SeeBucklingAssessment(Appendix C)
WIND/ICE 30A3.6 3.5 303344494
WIND/ICE 30 303.3A34993.5495
WIND/ICE 303.6 30A3.23675496
WIND/ICE 30 303.0A34083.2497
WIND/ICE 303.8 30A3.73408498
WIND/ICE 303.4 30A3.43469499
WIND/ICE3.3 30 30A3.93839500
WIND/ICE3.4 30 30A3.44274501
WIND/ICE3.1 303.1 30A3684502
WIND/ICE Tighten Loose Hardware3030AX4.2 4.31839503
Repair Broken InsulatorE504SeeBucklingAssessment(Appendix C)
WIND/ICE Tighten Loose Hardware30303.6A3.43370505
WIND/ICE Tighten Loose Hardware3.5 30 30A3.43486506
WIND/ICE3.3 30 30A3.43822507
WIND/ICE Repair Broken Insulator3.3 30 30GX3.13707508
WIND/ICE Repair Broken Insulator303.6 30A3.33710509
STRUCTURAL RELIABILITY ASSESSMENT RESULTS AND RECOMMENDATIONS
STRUCTURE POLE
HEIGHT
POLE
CLASS SPECIES GROUNDLINE DIAM.STR.PREP,(psl)TYPE SPANID.
RIGHTLEFTLEFTRIGHTRIGHTLEFT
WCA-GKX 4160 3880710652214.6 17.6510
WCGX 3690 360070217.4 16.45119622
WC 4410A317.9 401060317.9512650
WC 4000A215.5 16.5 4340525602513
E514 Reliability Index Not Available For Three Pole Structures -See Buckling Assessment (Appendix C)
WC 4070A315.0 432059860315.0515
WC 3750A652216.8 19.3 4090520516
WC 4610A217.0 18.9 3940565652517
WCA 16.9 3820 3930602217.7518635
AH519 Reliability Index Not Available ForThree Pole Structures -See Buckling Assessment (Appendix C)
WC 3900A217.2 15.4 4460530602520
WC 3540 3760AKX2316.6 18.569075521
H522 Reliability Index Not Available ForThree Pole Structures -See Buckling Assessment (Appendix C)
H523 Reliability Index Not Available For Three Pole Structures -See Buckling Assessment (Appendix C)
H524 Reliability Index Not Available For Three Pole Structures -See Buckling Assessment (Appendix C)
WCAX-HD 3 16.7 394060316.4 4030797525
H526 Reliability Index Not Available For Three Pole Structures -See Buckling Assessment (Appendix C)
WC 4230A652217.5 18.5 4270600527
WC 3810GX217.5 18.0 3820652528634
AH529 Reliability Index Not Available ForThree Pole Structures -See Buckling Assessment (Appendix C)
WC 15.4 15.1 4080A60224220527530
STRUCTURAL RELIABILITY ASSESSMENT RESULTS AND RECOMMENDATIONS
CONTROLLING
LOAD
CASE
LIFE REMAININGRELIABILTIYINDEXNESCSTRUCTURE
RECOMMENDATIONSRIGHT
POLE
LEFT
POLE
RIGHT
POLE
LEFT
POLE
MAXTYPEID.
STRESS
WIND/ICE 304.1 30A-GKX 2349 4.0510
WIND/ICE 262.7 30GX42422.9511
WIND/ICE 30 303.83.6A4809512
WIND/ICE 30 303.8 3.5A3240513
Tighten GuyE514SeeBucklingAssessment(Appendix C)
WIND/ICE 303.1 303.2A4469515
WIND/ICE 303.6 30A4.03303516
WIND/ICE Repair Broken Insulator303.9 30A35423.8517
Repair Broken Insulator;Tighten GuyWIND/ICE 30 303.6A38093.5518
Tighten HardwareAH519SeeBucklingAssessment(Appendix C)
WIND/ICE Tighten Guy30303.8 3.7A3271520
WIND/ICE 30 303.4 3.5AKX3533521
Tighten Guy;Repair or Replace CrossarmH522SeeBucklingAssessment(Appendix C)
Tighten GuyH523SeeBucklingAssessment(Appendix C)
Tighten Guy;Repair or Replace CrossarmH524SeeBucklingAssessment(Appendix C)
WIND/ICE 303.0 30AX-HD 3.05109525
Repair Brk.Ins.;Repair or Repl.X-armH526SeeBucklingAssessment(Appendix C)
WIND/ICE 30303.8 3.7A3728527
WIND/ICE Tighten Guy30303.8GX3.72803528
AH529 See Buckling Assessment (Appendix C)
WIND/ICE Repair Ground Wire30303.5 3.4A3249530
STRUCTURAL RELIABILITY ASSESSMENT RESULTS AND RECOMMENDATIONS
POLE
HEIGHT
POLESTRUCTURE
SPECIES STR.PREP,(psl)CLASS GROUNDLINE DIAM.TYPE SPANID.
LEFT RIGHTRIGHTLEFTRIGHTLEFT
WC 4130 431015.0 13.9A5782255531
WC 15.4 14.3 3980 4270A7022593532
WC 41302215.9 16.3 4090A57360533
AH534 Reliability Index Not Available For Three Pole Structures -See Buckling Assessment (Appendix C)
WCGX 15.8 15.0 4000 42808426033535
WC 371018.3 20.2 4000A6126522536
AH537 Reliability Index Not Available For Three Pole Structures -See Buckling Assessment (Appendix C)
WC 220018.0 17.8 4160A5387522538
WC 19.5 16.7 3820 4430A7523668539
AH540 Reliability Index Not Available For Three Pole Structures -See Buckling Assessment (Appendix C)
WC 3730AKX-HD 18.3 19.0 39207022541687
WC 18.5 18.0 3940AKX-HD 2 2 447068875542
WC11 15.9 15.4 4250 4160AKX73555543
WCAKX3 15.0 16.5 3970 4140497553544
AH545 Reliability Index Not Available For Three Pole Structures -See Buckling Assessment (Appendix C)
WC22 15.8 15.4 4000 4460A55660546
WC 16.0 15.4 4420 4390A5506022547
WC 416015.8 16.8 4460A6006032548
WC 20.1 391018.6 3360A6467022549
WC 15.0 15.5 4370 3970A-GKX 638 60 2 2550
WC 17.0 16.4 3860A60122 424075551
STRUCTURAL RELIABILITY ASSESSMENT RESULTS AND RECOMMENDATIONS
CONTROLLING
LOAD
CASE
NESC RELIABILTIY INDEXSTRUCTURE LIFE REMAINING
RIGHT
POLE
RECOMMENDATIONSLEFT
POLE
RIGHT
POLE
MAX LEFT
POLE
ID.TYPE
STRESS
WIND/ICE3.4 30 30A33233.3531
WIND/ICE2.9 23 30A38272.7532
Tighten GuyWIND/ICE 303.5 30A34863.6533
AH534 See Buckling Assessment (Appendix C)
Tighten GuyWIND/ICE3.0 30 30GX46443.0535
WIND/ICE 303.6 30A37953.9536
Tighten Guy;Tighten HardwareAH537SeeBucklingAssessment(Appendix C)
WIND/ICE Replace Right Pole2.2 30 043993.9A538
WIND/ICE3.3 3054662.8 30A539
Repair Brk.Ins.,Replace Center PoleAH540SeeBucklingAssessment(Appendix C)
WIND/ICE4.1 30 30AKX-HD 2671 4.0541
WIND/ICE3.8 30 30AKX-HD 3040 4.1542
WIND/ICE 305.4 30AKX17695.6543
WIND/ICE Tighten Guy;Repair or Replace Crossarm305.8 30AKX17745.5544
AH545 See Buckling Assessment (Appendix C)
WIND/ICE Tighten Guy3.6 30 30A34003.4546
WIND/ICE3.6 30 30A33703.6547
WIND/ICE3.6 304139 30A3.6548
WIND/ICE 303.6 30A41263.2549
WIND/ICE5.3 30 30A-GKX 1814 5.4550
WIND/ICE 303.1 302.9A3954551
STRUCTURAL RELIABILITY ASSESSMENT RESULTS AND RECOMMENDATIONS
POLE
HEIGHT
POLESTRUCTURE
CLASS SPECIES GROUNDLINE DIAM.STR.PREP,(psl)SPANTYPEID.
RIGHT LEFT RIGHTLEFTRIGHTLEFT
WC 16.0 376018.4 3950GX2392070552
WC 16.4 4330217.5 4590GKX282360553
WC 14.4 38803316.6 500044365A554
WC 15.9 3960 40303315.670A505555
H556 Reliability Index Not Available For Three Pole Structures -See Buckling Assessment (Appendix C)
AH557 Reliability Index NotAvailable ForThree Pole Structures -See Buckling Assessment (Appendix C)
H558 Reliability Index Not Available For Three Pole Structures -See Buckling Assessment (Appendix C)
H559 Reliability Index Not Available For Three Pole Structures -See Buckling Assessment (Appendix C)
WC 18.3 18.7 4450 382022A-HD 512 70560
WC 18.9 18.8 3790 396022A50070561
WC 19.2 17.6 4020 386022A50065562
WC 14.7 4060 41003314.1488A55563
WC 17.2 4130 38403318.547860A564
WC 17.8 4060 38803317.848260A565
E566 Reliability Index Not Available For Three Pole Structures -See Buckling Assessment (Appendix C)
WC 17.0 3510216.4 40502A66070567
WC 18.4 17.2 4140 384022A68070568
DF 14.3 15.2 580022 4570550AX65569
WC 18.2 19.1 38402 47205082A65570
WC 18.618.2 3950 416022A64365571
WC 18.6 UTP19.4 35102266370A572
STRUCTURAL RELIABILITY ASSESSMENT RESULTS AND RECOMMENDATIONS
STRUCTURE NESC CONTROLLING
LOAD
CASE
RELIABILTIY INDEX LIFE REMAINING
RECOMMENDATIONSID.TYPE MAX LEFT
POLE
RIGHT
POLE
LEFT
POLE
RIGHT
POLESTRESS
Tighten Guy;Repair or Replace CrossarmGXWIND/ICE55252703.1 2.6 30 11
Tighten Guy;Tighten HardwareWIND/ICEGKX5532239 30 305.5 5.5
WIND/ICEA 30 3055435463.3 4.0
WIND/ICEA55540963.1 3.1 30 30
556 H See Buckling Assessment (Appendix C)
Repair Broken InsulatorsAH557SeeBucklingAssessment(Appendix C)
Repair or Repl.X-arm;Perform Climbing Insp.558 H See Buckling Assessment (Appendix C)
Rep.Brk Ins.;Rep or Rpl.X-arm;Tighten Guy559HSeeBucklingAssessment(Appendix C)
Repair Broken InsulatorWIND/ICEA-HD560 3.6 30 3033894.0
Repair Broken InsulatorsWIND/ICEA 3056133243.7 3.8 30
WIND/ICE562A 30 3031963.9 4.0
WIND/ICE563A 30 3035693.5 3.5
WIND/ICE 30564A4.1 4.0 303694
WIND/ICE 30 30565A4.0 3.93726
Repair Broken Insulators566ESeeBucklingAssessment(Appendix C)
Repair Broken InsulatorWIND/ICE 30A3056742042.8 3.0
WIND/ICE 30 30568A43103.2 3.2
WIND/ICE 30AX3.3 3056927493.7
WIND/ICE 30 30570A32364.0 4.3
WIND/ICE 30 30571A39553.6 3.6
Replace StructureN/A 30AUTP057248503.8
STRUCTURAL RELIABILITY ASSESSMENT RESULTS AND RECOMMENDATIONS
POLE
HEIGHT
POLESTRUCTURE
CLASS SPECIES GROUNDLINE DIAM.STR.PREP,(psl)TYPE SPANID.
RIGHT LEFT RIGHT LEFT RIGHTLEFT
H573 Reliability Index Not Available For Three Pole Structures -See Buckling Assessment (Appendix C)
wc1 20.1 3760 3670AX80120.6573B700
H574 Reliability Index Not Available For Three Pole Structures -See Buckling Assessment (Appendix C)
WC 15.7 15.2 4110 399033A40060575
WC 15.7 17.7 4580 3030AX-HD 2 340575576
WC 14.9 16.6 3750 4490A6033384577
AH578 Reliability Index Not Available ForThree Pole Structures -See Buckling Assessment (Appendix C)
WC 16.2 15.7GKX6023 3280 4800833579
WC2 16.8 18.5 5270 3760AKX659702580
AH581 Reliability Index Not Available ForThree Pole Structures -See Buckling Assessment (Appendix C)
WC 16.5 16.1 3670 4150AKX8117022582
H583 Reliability Index Not Available ForThree Pole Structures -See Buckling Assessment (Appendix C)
WC 16.9 17.0 3940 3890GX22100065584
WC 18.5 16.56022 4040 3970AKX743585
AH586 Reliability Index Not Available ForThree Pole Structures -See Buckling Assessment (Appendix C)
AH587 Reliability Index Not Available For Three Pole Structures -See Buckling Assessment (Appendix C)
AH588 Reliability Index Not Available For Three Pole Structures -See Buckling Assessment (Appendix C)
STRUCTURAL RELIABILITY ASSESSMENT RESULTS AND RECOMMENDATIONS
NESC RELIABILITY INDEX CONTROLLING
LOAD
CASE
LIFE REMAININGSTRUCTURE
RIGHT
POLE
RECOMMENDATIONSMAXLEFT
POLE
LEFT
POLE
RIGHT
POLE
TYPEID.
STRESS
Repair Broken InsulatorH573SeeBucklingAssessment(Appendix C)
WIND/ICEAX30343.4 3.5 30 30573B
Repair Brk.Insulator;Repair or Repl.X-armH574SeeBucklingAssessment(Appendix C)
WIND/ICEA3.8 3.8 30 303193575
WIND/ICE Tighten Hardware;Repair or Repl.X-arm3030AX-HD 3.9 3.42897576
WIND/ICE Repair Broken Insulator4.1 30 30A30903.9577
AH578 See Buckling Assessment (Appendix C)
WIND/ICE Repair Broken InsulatorGKX303026983.9 4.4579
WIND/ICE Repair Broken Insulator3030AKX26194.6 4.0580
Tighten HardwareAH581SeeBucklingAssessment(Appendix C)
WIND/ICE Replace Broken Guy;Tighten Hardware3.5 30 30AKX31093.3582
Tighten Guy;Tighten HardwareH583SeeBucklingAssessment(Appendix C)
WIND/ICE Tighten GuyGX3.0 3.0 30 304323584
WIND/ICE 30 30AKX20985.6 5.2585
AH586 See Buckling Assessment (Appendix C)
AH587 See Buckling Assessment (Appendix C)
AH588 See Buckling Assessment (Appendix C)
r
n
n
;
i
I
U
u
L
U APPENDIX C
BUCKLING CALCULATIONS FOR
DEADEND AND ANGLE STRUCTURESU
u
BUCKLING CALCULATIONS FOR
DEADEND AND ANGLE STRUCTURES
STRUCTURE POLE LINE WIND
SPAN
WEIGHT
SPAN
ATTACHMENT
HEIGHTCLASSIDPOLE
LOC.
TYPE HT.GL.DIAM ANGLE
(deg)(ft)(In.)(ft)(ft)(ft)
L AH 60489 2 15.7 1.78 341 409 36.5
C AH489 60 2 16.4 1.78 341 409 36.5
R AH489 60 2 17.4 1.78 341 409 36.5
L E493 275 17.9 17.45 424 508 56.5
C E493 2 18.475 17.45 424 508 56.5
R E 70 2 18.4493 17.45 424 508 56.5
L E 60504 2 17.4 32.57 528 633 43.0
C E504 60 2 18.6 32.57 528 633 43.0
R E 2 17.050455 32.57 528 633 43.0
GXL508 70 2 18.6 0.00 835 1002 53.5
GXR508 70 2 19.8 0.00 835 1002 53.5
A-GKXL510 65 2 14.6 11.97 710 852 49.0
R A-GKX510 60 2 17.6 11.97 710 852 44.5
GXL511 70 2 17.4 0.00 962 1154 53.5
GXR511 70 2 16.4 0.00 962 1154 53.5
EL 65 2514 18.3 20.30 580 696 47.5
C E514 65 2 15.9 20.30 580 696 47.5
R E514 60 2 14.7 20.30 580 696 47.5
L AH519 60 2 14.9 55.83 575 690 36.5
C AH519 60 2 15.6 55.83 575 690 36.5
R AH519 60 2 16.3 55.83 575 690 36.5
BUCKLING CALCULATIONS FOR
DEADEND AND ANGLE STRUCTURES
GUYS REQUIREDLOAD/CAPACITY
FIXED-PINNED
LOAD/CAPACITY
PINNED-PINNED
GUY LOADBUCKLINGLOADSTRUCTUREBUCKLINGCAPACITY
ANGLE ANGLEANGLEDEADENDDEADENDDEADENDPIN-PINFIX-PINPOLE
LOC.
ID
DEADEND ANGLE DEADEND ANGLE (lbs)(lbs)(lbs)(lbs)(lbs)(lbs)
1019 1 10.01 0.14 0.02 115691079517690.0776772L156662489
0.12 11569 1019 1 117690.06 0.01 0.0210795C87210177962489
11569 1019 1 10.01 0.10 0.021079517690.05103836R211888489
N/A N/AN/A N/AN/A 3129 10.05 0.1034307011934362L493
N/A N/A N/A N/AN/A 31290.09 134300.05C7518636845493
N/A N/A N/AN/A N/A 0.12 7053 178600.2531818R64929493
N/A N/A N/AN/A N/A 5450 155960.05 0.0912106059325L504
N/A N/A N/AN/A N/A 5450 155960.04 0.08C14438870757504
N/A N/A N/AN/A N/A 0.13 12188 1126880.2747823R97588504
N/A N/AN/A N/AN/A 18755 10.23 0.471933840870L83399508
N/AN/A N/A N/AN/A 18755 10.40193380.2047800R97540508
18390 7509 1 1101220.33 0.18 0.68 0.371853127318L55746510
0.10 18390 4013 1 1185310.17 0.05 0.34533053834R109854510
N/A N/A N/A N/AN/A 0.58 19115 1201480.2934637L70680511
N/A N/A N/AN/A N/A 19115 1201480.33 0.676110829946R511
N/A N/A N/AN/AN/A 3742 10.04 0.08423253925L110040514
N/A N/A N/AN/AN/A 3742 10.06 0.114232C3753376590514
N/A N/A N/AN/AN/A 8462 10.17 0.35973827516R56150514
0.18 11887 19282 1 10.14 0.2911647189240.0965973L134625519
0.15 0.11 11887 8678 1 10.08 0.0511647842675358C153776519
0.14 118870.05 0.10 8678 1 11164784260.0785660R174799519
BUCKLING CALCULATIONS FOR
DEADEND AND ANGLE STRUCTURES
STRUCTURE POLE LINE WEIGHT
SPAN
ATTACHMENT
HEIGHT
WIND
SPANPOLE
LOC.
TYPE HT.CLASS GL.DIAMID ANGLE
(deg)(ft)(in.)(ft)(ft)(ft)
L H 60 18.15222 0.00 1086905 36.5
C H 60 2 16.9522 0.00 1086905 36.5
R H 60 16.55222 0.00 1086905 36.5
HL 60 2 16.2 0.00523 956 1147 36.5
C H 60 16.55232 0.00 956 1147 36.5
R H 60 2 15.7523 0.00 956 1147 36.5
HL 15.5524552 0.00 678 813 32.0
C H 55 2 15.8524 0.00 678 813 32.0
HR 16.8552 0.00524 678 813 32.0
L H 65 2 17.3526 0.00 860 1032 41.0
C H 65 18.85262 0.00 860 1032 41.0
HR 65 17.75262 0.00 860 1032 41.0
GXL 65 2 17.5528 0.00 634 760 49.0
GXR 65 2 18.0 0.00528 634 760 49.0
L AH 60 2 18.6 43.68529 525 630 36.5
C AH 60 2 19.7529 43.68 525 630 36.5
AHR 65 1 18.7529 43.68 525 630 41.0
AHL 60 2 20.0 20.25534 790 948 36.5
C AH 19.8602 20.25534 790 948 36.5
AHR 60 2 18.3 20.25534 790 948 36.5
GX 60 15.8L3 0.00535 842 1011 44.5
BUCKLING CALCULATIONS FOR
DEADEND AND ANGLE STRUCTURES
BUCKLING LOAD LOAD/CAPACITY
FIXED-PINNED
LOAD/CAPACITY
PINNED-PINNED
GUY LOAD GUYS REQUIREDSTRUCTUREBUCKLINGCAPACITY
ANGLEANGLEDEADENDANGLEDEADENDPIN-PIN DEADENDPOLE
LOC.
FIX-PINID
(lbs)DEADEND ANGLE(lbs)DEADEND ANGLE (lbs)(lbs)(lbs)(lbs)
N/AN/AN/A N/A N/A0.11 12635 1131890.06L116753238247522
N/A N/AN/A N/A N/A0.14 12635131890.07 1C95263194394522
N/A N/A N/AN/A N/A 0.15 12635 1131890.07R88780181165522
N/AN/A N/AN/A N/A 127310.08 0.16 113405L17167784130523
N/AN/A N/AN/A N/A 127310.15 1C134050.0788780181165523
N/AN/A N/AN/A N/A 0.17 127310.09 17677213405R156662523
N/A N/A N/AN/A N/A 0.12 12206 1122240.06L100283204638524
N/AN/A N/A N/A N/A0.12 12206122240.06 1C106169216650524
N/A N/A N/AN/A N/A 0.10 12206 1122240.05R127597260376524
N/AN/A N/AN/A N/A0.08 0.17 12551 112999L77596158343526
N/A N/A N/AN/A N/A 0.13 12551 1129990.06C98943201903526
N/AN/A N/A N/A N/A0.16 12551 1129990.08R82929169225526
N/AN/A N/A N/AN/A 181840.21 0.42 14274018056L87216528
N/AN/A N/A N/A N/A0.19 0.39 1818418056 1R4587193604528
11848 1155730.04 0.09 0.12 15588 1126661114970.06L258466529
11848 169130.04 0.08 0.05 7002 1C150579114970.02307273529
0.11 11848 169130.05 0.07 7002 1105874114970.03R216048529
0.08 12397 1 11267748210.04 0.01 0.03 3994157632L321665534
0.08 12397 148210.04 0.02 0.03 3994 1C15290412677312018534
0.11 12397111890.09 9101 1 1126770.05 0.05R120646246192534
N/A N/A N/A N/AN/A 187760.26 0.54 119386L3621773905535
BUCKLING CALCULATIONS FOR
DEADEND AND ANGLE STRUCTURES
ATTACHMENT
HEIGHT
WEIGHT
SPAN
POLE WIND
SPAN
STRUCTURE LINE
CLASSHT.GL.DIAM ANGLE
(deg)
POLE
LOC.
TYPEID
(ft)(ft)(In.)(ft)(ft)
GX 15.0 842 1011 44.5R6030.00535
32.0AH117.7 11.92 623 747L55537
11.92 623 32.0CAH116.9 74755537
N/A 623 36.5AH211.92 747R60537
AH 18.0 19.78 800 960 36.5L602540
AH 16.8 19.78 800 960 36.5C602540
41.0AH219.4 19.78 800 960R65540
AH 52.88 403 484L70220.6 45.5545
AH 20.8 52.88 403 484 45.5C702545
AH 2 19.8 52.88 403 484 45.5R70545
A-GKX 15.0 2.08 638 765 44.5L602550
638A-GKX 15.5 2.08 765 44.5R602550
GX 920 110460218.4 0.00 44.5L552
1104GX316.0 0.00 920 53.5R70552
GKX 2 17.5 0.00 823 987 44.5L60553
GKX 16.4 0.00 823 987 44.5R602553
1030 1237H216.3 0.00 36.5L60556
17.2 0.00 1030 1237 36.5CH260556
1030 1237H217.4 0.00 36.5R60556
953 1143 41.0AH219.8 14.35L65557
953 1143AH18.8 14.35 41.0C652557
BUCKLING CALCULATIONS FOR
DEADEND AND ANGLE STRUCTURES
LOAD/CAPACITY
FIXED-PINNED
STRUCTURE BUCKLING CAPACITY BUCKLING LOAD LOAD/CAPACITY
PINNED-PINNED
GUYS REQUIREDGUYLOAD
ANGLEPIN-PIN DEADEND ANGLE ANGLEFIX-PIN DEADEND DEADENDPOLE
LOC.
ID
(lbs)(lbs)DEADEND ANGLE ANGLE(lbs)DEADEND (lbs)(lbs)(lbs)
N/A N/A N/A N/A N/A193860.30 0.61 18776R31767 164824535
161201 11984 7717 0.04 0.02 0.07 0.05 12097 5879 1 1L328947537
C 140401 11984 3297 0.04 0.01 0.09 120972865040.02 2559 1 1537
N/A N/A N/A N/AN/A N/A 11984 3297 12097R 2559 1 1537
12046 0.17114840199950.09 0.05 0.10 20054 9187 1 1L234344540
0.10C93611199955706 0.03 0.21 0.06 20054 4143 1 1191024540
19995 5706 0.09 0.03 0.18 20054 4143R2215181085550.05 1 1540
10969 7634 0.05 0.04 0.11 11608L1007050.08 8100 1 1205500545
0.11C1036061096976340.05 0.04 0.07 11608 8100 1211420 1545
10969 17064 0.12 11608R896800.06 0.09 0.19 17952 1183002 1545
18081 4621 18194L360300.25 0.06 0.50 0.13 2463 1 173523550
18081 4621 0.23 0.06 0.46 0.12 18194 1R79773390932463 1550
N/A N/A N/A N/A N/A198800.16 0.33 18996L60300 1123050552
N/A N/A N/A N/A N/A24766198800.39 0.80 18996 1R50538552
N/A N/A N/A N/A192580.18 0.36 N/AL53060187191108275553
N/A N/A N/A N/A N/A192580.21 0.43 18719 1R9188645029553
N/A N/A N/A N/A N/A137220.08 0.16 12873L17479985660 1556
N/A N/A N/A N/A137220.14 12873 N/AC1003430.07 1204760556
N/A N/A N/A N/A137220.06 0.13 12873 -N/AR2118881038361556
13377 0.06 0.12 12713L11532545430.02 0.04 3329 1235333 1557
0.14C1337745430.07 0.02 12713201903989430.05 3329 1 1557
BUCKLING CALCULATIONS FOR
DEADEND AND ANGLE STRUCTURES
ATTACHMENT
HEIGHT
STRUCTURE POLE WEIGHT
SPAN
LINE WIND
SPANHT.CLASS GL.DIAMPOLE
LOC.
TYPE ANGLE
(deg)
ID
(ft)(ft)(in.)(ft)(ft)
41.0RAH6518.6 953 1143214.35557
L H 658 790 45.570218.5 0.00558
45.5CH7018.9 658 79020.00558
R H 70 16.3 658 790 45.520.00558
41.0LH6519.3 748 89720.00559
41.0CH16.2 748 897650.002559
41.0H748897R65218.4 0.00559
47.5LE6017.2 26.18 573 6872566
C 47.5E6517.7 26.18 573 6872566
47.5RE6516.5 26.18 573 6872566
41.0H10281233L6518.0 0.002573
41.0CH18.4 1028 12336520.00573
41.0H17.7 1028 1233R6510.00573
32.09001080LH15.7 0.00552574
1080 36.5CH6016.4 0.00 9002574
41.01080RH6517.7 0.00 9002574
36.5AH15.6 625 750L60234.47578
C AH 15.4 625 750 36.560234.47578
36.5AH6016.0 625 750R234.47578
GKX 16.2 833 1000 44.5L6020.00579
GKX 15.7 833 1000 44.5R6030.00579
BUCKLING CALCULATIONS FOR
DEADEND AND ANGLE STRUCTURES
LOAD/CAPACITY
FIXED-P NNED
BUCKLING LOAD LOAD/CAPACITY
PINNED-PINNED
GUY LOAD GUYS REQUIREDSTRUCTUREBUCKLINGCAPACITY
ANGLEDEADENDANGLEDEADENDANGLEDEADENDPIN-PINFIX-PINPOLE
LOC.
ID
(lbs)DEADEND ANGLE DEADEND ANGLE (lbs)(lbs)(lbs)(lbs)(lbs)
1107050.14 0.11 12713 7709 1133770.07 0.05R19565295879557
N/AN/A N/A N/AN/A121400.08 0.16 12168 1L15028373646558
N/A N/AN/A N/A N/A0.15 12168 1121400.08C78341159863558
N/AN/A N/AN/A N/A121400.12 0.24 12168 151321R104726558
N/A N/A N/AN/A N/A125210.06 0.12 12338 1L218158106908559
N/AN/A N/A N/A N/A125210.10 0.20 12338 1C64195130997559
N/A N/A N/AN/A N/A125210.07 0.13 12338 1R18954092884559
N/AN/A N/A N/A N/A49410.12 4589 1L80815396030.06566
N/A N/A N/A N/A N/A 149410.10 4589C0.0510090449448566
N/A N/A N/AN/A N/A10316 1112870.13 0.27R8419741261566
N/A N/AN/A N/A N/A137100.08 0.16 12868 1L17773087097573
N/A N/AN/A N/A N/A0.15 12868137100.07 1C18954092884573
N/A N/A N/AN/A N/A13710 0.15 12868 10.07R18433290332573
N/A N/AN/A N/A N/A0.13131690.06 12626 1L212591104180574
N/A N/A N/AN/A N/A131690.07 0.15 12626C 117796287210574
N/A N/AN/A N/A N/A0.16 12626131690.08 1R16922582929574
10.08 0.16 12055 5837 11194360980.04 0.08L15377675358578
0.16 12055 1119430.08 0.08 5837 1C60980.0414811872585578
11943 0.07 0.15 0.17 12055 13074 1 1138640.08R16555381129578
N/A N/AN/A N/A N/A 18750193280.22 0.44 1L8909643662579
N/A N/A N/A N/A N/A18750193280.27 0.54 1R7272735640579
BUCKLING CALCULATIONS FOR
DEADEND AND ANGLE STRUCTURES
ATTACHMENT
HEIGHT
POLE WEIGHT
SPAN
STRUCTURE LINE WIND
SPANHT.CLASS GL.DIAM ANGLE
(deg)
TYPEPOLE
LOC.
ID
(ft)(in.)(ft)(ft)(ft)
L AH 65 2 18.1 44.98 583 699 41.0581
C AH 41.065217.2 44.98 583 699581
AH 41.0R65218.8 44.98 583 699581
H 60 2 15.4 0.00 1000 1200 36.5L583
C H 60 2 17.5 0.00 1000 1200 36.5583
1000RH60216.0 0.00 1200 36.5583
GX 1000L65216.9 0.00 1200 49.0584
GX 17.0 1000 1200R6520.00 49.0584
L AH 60 2 17.4 25.47 596 716 36.5586
C AH 60 2 15.6 25.47 596 716 36.5586
AH 60 2 15.9 25.47 596 716R 36.5586
AH 60 2 15.9 24.50 1200 1440 36.5L587
C AH 2 17.5 12006024.50 1440 36.5587
AH 2 17.5 24.50 1200 1440R55 32.0587
AH 17.7 21.75 1124L602937 36.5588
21.75 1124CAH60217.3 937 36.5588
AH 2 15.6 21.75 937 1124R60 36.5588
BUCKLING CALCULATIONS FOR
DEADEND AND ANGLE STRUCTURES
GUYS REQUIREDLOAD/CAPACITY
FIXED-PINNED
LOAD/CAPACITY
PINNED-PINNED
GUY LOADBUCKLINGLOADSTRUCTUREBUCKLINGCAPACITY
ANGLEANGLEANGLEDEADENDDEADENDDEADENDPIN-PINFIX-PINPOLE
LOC.
ID
ANGLE ANGLE (lbs)(lbs)DEADEND DEADEND (lbs)(lbs)(lbs)(lbs)
16144 1 1162920.06 0.09 0.13 0.18 119448851911728L180632581
111944724511172872220.08 0.05 0.15 0.09C76302155703581
1 10.12 11944 72451172872220.06 0.04 0.0798943R201903581
N/AN/AN/A N/A N/A 12815 10.09 0.191359314811872585L583
N/A N/AN/A N/AN/A 12815 10.13135930.06C105615215518583
N/A N/AN/A N/A N/A 12815 10.08 0.171359381129R165553583
N/A N/AN/AN/A N/A 119223203900.26 0.5239175L79940584
N/A N/AN/A N/A N/A0.51 19223 1203900.25R8112439755584
10163 1 1112590.11 0.11 12026118480.06 0.05103836L211888586
4514 1 10.16 120261184849190.08 0.03 0.07C75358153776586
1 10.15 12026 45141184849190.07 0.03 0.0679658R162550586
13144 5113 1 10.18 0.081438765040.09 0.0479658L162550587
13144 1 10.14 51131438765040.07 0.03 0.06C215518105615587
0.10 13144 11724 1 114387151940.05 0.05 0.11144346R294553587
10036 1 10.12 0.12 1266513289126190.06 0.06222913109238L588
10.13 12665 4393 11328954210.06 0.03 0.05C102079208302588
1 154210.09 0.18 12665 4393132890.04 0.07R15377675358588
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