Appendix J - Stringing Charts.pdf

PDF 246 KB Posted

Attached to
LINE 3005 LIBERTY-VAN BUREN 161kV TRANSMISSION LIN
Solicitation number
89503625RSW000052
Issued by

About this file

Written by GovTribe AI ·

This document is a comprehensive stringing chart report from the Southwestern Power Administration for transmission line cable installation. The report contains detailed technical specifications for multiple cable segments across various transmission line structures, including ruling span lengths ranging from approximately 220 to 2,030 feet. Each segment's data includes precise measurements of mid-span sag at different temperatures (0°F to 100°F), horizontal tension (in pounds), wave time, and vertical projections for specific cable types such as grackle_acsr and afl_dno cables.

The charts provide critical engineering data for cable installation, documenting how cable tension, sag, and physical characteristics will change under different temperature conditions. The reports cover multiple cable segments across structures numbered from GH to 97B, with horizontal tensions varying from around 640 to 10,509 pounds and ruling spans between 220 and 2,030 feet. Condition C temperature settings and creep considerations are included, with temperature increases ranging from 0.2 to 74 degrees Fahrenheit, allowing engineers to precisely model cable behavior and installation requirements under various environmental conditions.

View the file

Other files

File Type Posted
Appendix D - OPGW and Fiber Optic Cable.pdf PDF
Appendix A - Materials Furnished by Southwestern.pdf PDF
Appendix F - Construction Specs for Drilled Pier Foundations.pdf PDF
Appendix P - Landowner Wood Pole Acceptance Form.pdf PDF
Attachment 2 - Wage Determination(s).pdf PDF
Appendix D - OPGW and Fiber Optic Cable (6).pdf PDF
Appendix H - Galvanized Steel Poles and Stucture Specifications.pdf PDF
Appendix K - Staking Coordinates.pdf PDF
Appendix N - Suspect Counterfiet Parts.pdf PDF
Appendix M - Wage Determinations.pdf PDF
89503625RSW000052 - Liberty-Van Buren Rebuild - Final.pdf PDF
Appendix B - Estimated Materials Lists.pdf PDF
Appendix L - Enviromental Best Managment Practices (BMPs).pdf PDF
Appendix O - Landowner Release of Claims Forms.pdf PDF
Appendix G - Geotechnical Report.pdf PDF
Appendix E - Owner System Select Data Summary.pdf PDF
Appendix C - Transmission Line Project Assembly Sheet.pdf PDF
Appendix I - Vibration Damper Reports.pdf PDF
Attachment 1 - SOW Liberty-Van Buren Rebuild.pdf PDF
Show all 19

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file
Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

APPENDIX J

Stringing Charts

All conductor tensions shall conform to the following tables. For other stringing information refer to SWPA specifications and manufacturer recommendations.

Revision 0 8/20/2019

1 | P a g e

SOUTHWESTERN POWER ADMINISTRATION

Stringing Chart Report

Structure #GH to Structure #01 Cable grackle_acsr.3750.wir, Ruling span (ft) 482.583 Sagging data: Catenary (ft) 1154.99, Horiz. Tension (lbs) 1770.6 Condition I Temperature (deg F) 60 Weather case for final after creep 60 Deg F, Equivalent to 3.0 (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 Mid Mid Mid Mid Mid Left Span Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection 0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F

(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)

482.6 24.15 24.33 24.55 24.74 24.93 25.13 25.30 25.49 25.69 25.87 26.05 GH -1.07

Span 3 3 3 3 3 3 3 3 3 3 3 Left Span Length Wave Wave Wave Wave Wave Wave Wave Wave Wave Wave Wave Struct Vertical Time Time Time Time Time Time Time Time Time Time Time Number Projection 0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F

(ft) Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. (ft)

482.6 14.70 14.75 14.82 14.87 14.93 14.99 15.04 15.10 15.16 15.21 15.26 GH -1.07

Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension 0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) 1854 1840 1824 1810 1796 1783 1771 1757 1743 1732 1720

2 | P a g e

SOUTHWESTERN POWER ADMINISTRATION

Structure #01 to structure #40 Cable grackle_acsr.wir, Ruling span (ft) 683.92 Sagging data: Catenary (ft) 6241.36, Horiz. Tension (lbs) 9568 Condition I Temperature (deg F) 60 Weather case for final after creep 60 Deg F, Equivalent to 48.3 (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 Mid Mid Mid Mid Mid Left Span Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection 0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F

(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)

369.6 2.09 2.19 2.28 2.39 2.50 2.61 2.74 2.87 3.00 3.14 3.28 01 -0.65

401.1 2.47 2.57 2.69 2.81 2.94 3.08 3.22 3.37 3.53 3.69 3.86 02 4.11

508.1 3.96 4.13 4.31 4.51 4.72 4.94 5.17 5.42 5.67 5.93 6.19 03 3.11

617.1 5.85 6.10 6.37 6.66 6.97 7.30 7.64 8.00 8.37 8.76 9.15 04 35.29

404.0 2.50 2.61 2.73 2.85 2.99 3.13 3.27 3.43 3.59 3.75 3.92 05 21.04

729.4 8.15 8.51 8.89 9.29 9.72 10.18 10.66 11.16 11.68 12.22 12.76 06 13.93

686.8 7.23 7.55 7.88 8.24 8.62 9.03 9.45 9.90 10.36 10.83 11.32 07 6.50

554.1 4.71 4.91 5.13 5.36 5.61 5.87 6.15 6.44 6.74 7.05 7.36 08 -1.34

510.5 3.99 4.17 4.35 4.55 4.76 4.99 5.22 5.47 5.72 5.98 6.25 09 5.91

638.3 6.24 6.52 6.81 7.12 7.45 7.80 8.16 8.55 8.94 9.35 9.77 10 11.40

584.5 5.24 5.47 5.71 5.97 6.24 6.54 6.84 7.17 7.50 7.84 8.20 11 -6.51

440.0 2.97 3.10 3.24 3.38 3.54 3.71 3.88 4.06 4.25 4.45 4.65 12 -17.82

306.9 1.45 1.51 1.58 1.65 1.73 1.81 1.89 1.98 2.07 2.17 2.27 13 -23.36

640.0 6.29 6.57 6.86 7.17 7.51 7.86 8.23 8.62 9.01 9.43 9.85 14 -47.17

650.8 6.50 6.79 7.08 7.41 7.75 8.11 8.50 8.90 9.31 9.74 10.17 15 -37.13

454.2 3.16 3.30 3.45 3.60 3.77 3.95 4.13 4.33 4.53 4.74 4.95 16 -11.79

493.1 3.73 3.89 4.06 4.25 4.44 4.65 4.87 5.10 5.34 5.58 5.83 17 2.69

747.9 8.57 8.95 9.34 9.77 10.23 10.70 11.21 11.74 12.28 12.84 13.42 18 11.26

608.0 5.67 5.91 6.17 6.46 6.76 7.07 7.41 7.76 8.11 8.49 8.87 19 -9.40

291.4 1.30 1.36 1.42 1.48 1.55 1.63 1.70 1.78 1.86 1.95 2.04 20 -9.22

817.5 10.25 10.69 11.17 11.68 12.22 12.79 13.39 14.03 14.68 15.35 16.04 21 -14.29

429.9 2.83 2.96 3.09 3.23 3.38 3.54 3.70 3.88 4.06 4.24 4.43 22 -10.10

550.7 4.65 4.85 5.06 5.30 5.54 5.80 6.07 6.36 6.66 6.96 7.27 23 1.87

685.6 7.20 7.52 7.85 8.21 8.59 8.99 9.42 9.86 10.32 10.79 11.28 24 4.81

883.5 11.98 12.51 13.06 13.66 14.29 14.96 15.66 16.40 17.16 17.95 18.76 25 48.13

668.9 6.86 7.16 7.48 7.82 8.18 8.57 8.97 9.39 9.83 10.28 10.74 26 -23.27

859.9 11.33 11.83 12.35 12.92 13.52 14.15 14.82 15.52 16.23 16.98 17.74 27 -6.45

698.2 7.47 7.80 8.15 8.52 8.91 9.33 9.77 10.23 10.70 11.20 11.70 28 20.79

720.1 7.95 8.30 8.67 9.07 9.49 9.93 10.40 10.89 11.39 11.92 12.45 29 32.54

3 | P a g e

SOUTHWESTERN POWER ADMINISTRATION

580.5 5.17 5.40 5.63 5.89 6.17 6.45 6.76 7.08 7.40 7.74 8.09 30 29.37

639.4 6.27 6.54 6.83 7.14 7.47 7.82 8.19 8.58 8.98 9.39 9.81 31 8.22

361.8 2.01 2.09 2.19 2.29 2.39 2.50 2.62 2.75 2.87 3.00 3.14 32 3.77

392.1 2.36 2.46 2.57 2.69 2.81 2.94 3.08 3.23 3.38 3.53 3.69 33 -13.41

990.2 15.03 15.69 16.38 17.13 17.92 18.76 19.65 20.58 21.53 22.52 23.53 34 -14.72

435.0 2.90 3.03 3.16 3.31 3.46 3.62 3.79 3.97 4.16 4.35 4.54 35 -15.26

1089.1 18.19 18.99 19.82 20.73 21.69 22.71 23.78 24.90 26.06 27.25 28.48 36 33.12

748.0 8.58 8.95 9.35 9.78 10.23 10.71 11.21 11.74 12.29 12.85 13.43 37 -22.74

707.0 7.66 8.00 8.35 8.73 9.14 9.57 10.02 10.49 10.98 11.48 12.00 38 -19.08

713.1 7.80 8.14 8.50 8.89 9.30 9.73 10.19 10.67 11.17 11.68 12.20 39 -22.07

Span 3 3 3 3 3 3 3 3 3 3 3 Left Span Length Wave Wave Wave Wave Wave Wave Wave Wave Wave Wave Wave Struct Vertical Time Time Time Time Time Time Time Time Time Time Time Number Projection 0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F

(ft) Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. (ft)

369.6 4.33 4.42 4.52 4.62 4.73 4.83 4.95 5.06 5.18 5.30 5.41 01 -0.65

401.1 4.70 4.80 4.90 5.01 5.13 5.25 5.37 5.49 5.62 5.75 5.87 02 4.11

508.1 5.95 6.08 6.21 6.35 6.50 6.65 6.80 6.96 7.12 7.28 7.44 03 3.11

617.1 7.23 7.39 7.55 7.72 7.90 8.08 8.27 8.46 8.65 8.85 9.05 04 35.29

404.0 4.73 4.84 4.94 5.05 5.17 5.29 5.41 5.54 5.66 5.79 5.92 05 21.04

729.4 8.54 8.73 8.92 9.12 9.33 9.54 9.76 9.99 10.22 10.45 10.69 06 13.93

686.8 8.04 8.22 8.40 8.58 8.78 8.98 9.19 9.41 9.62 9.84 10.06 07 6.50

554.1 6.49 6.63 6.77 6.93 7.08 7.25 7.42 7.59 7.76 7.94 8.12 08 -1.34

510.5 5.98 6.11 6.24 6.38 6.53 6.68 6.83 6.99 7.15 7.32 7.48 09 5.91

638.3 7.47 7.64 7.80 7.98 8.16 8.35 8.54 8.74 8.94 9.15 9.35 10 11.40

584.5 6.84 6.99 7.14 7.31 7.47 7.65 7.82 8.01 8.19 8.38 8.56 11 -6.51

440.0 5.15 5.26 5.38 5.50 5.63 5.76 5.89 6.03 6.17 6.31 6.45 12 -17.82

306.9 3.60 3.68 3.76 3.84 3.93 4.02 4.11 4.21 4.31 4.40 4.50 13 -23.36

640.0 7.50 7.67 7.83 8.01 8.19 8.38 8.58 8.78 8.98 9.18 9.39 14 -47.17

650.8 7.63 7.79 7.96 8.14 8.33 8.52 8.72 8.92 9.13 9.33 9.54 15 -37.13

454.2 5.32 5.43 5.55 5.68 5.81 5.94 6.08 6.22 6.37 6.51 6.65 16 -11.79

493.1 5.77 5.90 6.03 6.16 6.30 6.45 6.60 6.75 6.91 7.07 7.22 17 2.69

747.9 8.76 8.95 9.14 9.35 9.56 9.78 10.01 10.25 10.48 10.72 10.96 18 11.26

608.0 7.12 7.27 7.43 7.60 7.77 7.95 8.14 8.33 8.52 8.71 8.91 19 -9.40

291.4 3.41 3.49 3.56 3.64 3.73 3.81 3.90 3.99 4.08 4.18 4.27 20 -9.22

817.5 9.57 9.78 9.99 10.22 10.45 10.70 10.94 11.20 11.46 11.72 11.98 21 -14.29

429.9 5.03 5.14 5.25 5.37 5.50 5.62 5.75 5.89 6.02 6.16 6.30 22 -10.10

550.7 6.45 6.59 6.73 6.88 7.04 7.20 7.37 7.54 7.72 7.89 8.07 23 1.87

685.6 8.03 8.20 8.38 8.57 8.77 8.97 9.18 9.39 9.61 9.82 10.04 24 4.81

4 | P a g e

SOUTHWESTERN POWER ADMINISTRATION

883.5 10.35 10.58 10.81 11.05 11.30 11.57 11.84 12.11 12.39 12.67 12.95 25 48.13

668.9 7.83 8.00 8.18 8.36 8.56 8.75 8.96 9.17 9.38 9.59 9.80 26 -23.27

859.9 10.07 10.29 10.51 10.75 10.99 11.25 11.51 11.78 12.05 12.32 12.60 27 -6.45

698.2 8.18 8.35 8.54 8.73 8.93 9.14 9.35 9.57 9.79 10.01 10.23 28 20.79

720.1 8.43 8.62 8.81 9.00 9.21 9.42 9.64 9.87 10.09 10.32 10.55 29 32.54

580.5 6.80 6.95 7.10 7.26 7.43 7.60 7.77 7.96 8.14 8.32 8.51 30 29.37

639.4 7.49 7.65 7.82 7.99 8.18 8.36 8.56 8.76 8.96 9.16 9.37 31 8.22

361.8 4.24 4.33 4.42 4.52 4.63 4.73 4.84 4.96 5.07 5.18 5.30 32 3.77

392.1 4.59 4.69 4.79 4.90 5.01 5.13 5.25 5.37 5.50 5.62 5.74 33 -13.41

990.2 11.59 11.85 12.10 12.38 12.66 12.95 13.26 13.57 13.88 14.19 14.51 34 -14.72

435.0 5.09 5.20 5.32 5.44 5.56 5.69 5.82 5.96 6.10 6.23 6.37 35 -15.26

1089.1 12.76 13.03 13.32 13.62 13.93 14.25 14.58 14.92 15.27 15.61 15.96 36 33.12

748.0 8.76 8.95 9.14 9.35 9.57 9.79 10.02 10.25 10.48 10.72 10.96 37 -22.74

707.0 8.28 8.46 8.64 8.84 9.04 9.25 9.47 9.69 9.91 10.13 10.36 38 -19.08

713.1 8.35 8.53 8.72 8.91 9.12 9.33 9.55 9.77 9.99 10.22 10.45 39 -22.07

Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension 0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F

12506 11981 11475 10973 10487 10019 9568 9137 8732 8350 7991

5 | P a g e

SOUTHWESTERN POWER ADMINISTRATION

Structure #40 to structure #59 Cable grackle_acsr.wir, Ruling span (ft) 845.414 Sagging data: Catenary (ft) 6577.69, Horiz. Tension (lbs) 10083.6 Condition I Temperature (deg F) 60 Weather case for final after creep 60 Deg F, Equivalent to 54.0 (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 Mid Mid Mid Mid Mid Left Span Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection 0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F

(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)

1358.1 27.93 29.00 30.10 31.29 32.51 33.78 35.11 36.44 37.84 39.26 40.70 40 -24.82

670.9 6.81 7.07 7.34 7.63 7.93 8.24 8.56 8.89 9.23 9.57 9.92 41 0.16

840.1 10.68 11.09 11.51 11.97 12.43 12.92 13.43 13.94 14.47 15.01 15.56 42 22.23

549.4 4.57 4.74 4.92 5.12 5.32 5.52 5.74 5.96 6.19 6.42 6.65 43 -2.47

760.6 8.76 9.09 9.44 9.81 10.19 10.59 11.00 11.42 11.86 12.30 12.75 44 -6.13

524.2 4.16 4.32 4.48 4.66 4.84 5.03 5.23 5.43 5.63 5.84 6.06 45 13.54

809.4 9.92 10.30 10.69 11.11 11.54 11.99 12.46 12.94 13.43 13.93 14.44 46 -7.53

509.2 3.93 4.08 4.23 4.40 4.57 4.75 4.93 5.12 5.32 5.51 5.72 47 14.36

399.4 2.42 2.51 2.60 2.71 2.81 2.92 3.04 3.15 3.27 3.39 3.52 48 -13.45

987.7 14.77 15.33 15.92 16.54 17.19 17.86 18.56 19.27 20.01 20.75 21.51 49 17.68

640.9 6.22 6.45 6.70 6.96 7.23 7.52 7.81 8.11 8.42 8.73 9.05 50 -1.61

600.6 5.46 5.67 5.88 6.12 6.35 6.60 6.86 7.12 7.39 7.67 7.95 51 4.38

541.1 4.43 4.60 4.78 4.96 5.16 5.36 5.57 5.78 6.00 6.23 6.45 52 4.11

656.7 6.54 6.79 7.05 7.32 7.61 7.91 8.22 8.53 8.86 9.19 9.52 53 38.07

521.5 4.12 4.27 4.43 4.61 4.79 4.98 5.17 5.37 5.57 5.78 5.99 54 -0.65

1038.4 16.36 16.98 17.63 18.32 19.04 19.78 20.56 21.34 22.16 22.99 23.83 55 -68.26

940.7 13.40 13.91 14.44 15.01 15.59 16.20 16.84 17.48 18.15 18.82 19.51 56 -0.96

700.7 7.43 7.72 8.01 8.32 8.65 8.99 9.34 9.69 10.07 10.44 10.82 57 4.59

927.7 13.03 13.53 14.04 14.59 15.16 15.75 16.37 16.99 17.65 18.31 18.98 58 -6.90

Span 3 3 3 3 3 3 3 3 3 3 3 Left Span Length Wave Wave Wave Wave Wave Wave Wave Wave Wave Wave Wave Struct Vertical Time Time Time Time Time Time Time Time Time Time Time Number Projection 0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F

(ft) Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. (ft)

1358.1 15.81 16.11 16.41 16.73 17.05 17.38 17.72 18.05 18.40 18.74 19.08 40 -24.82

670.9 7.81 7.95 8.10 8.26 8.42 8.58 8.75 8.92 9.08 9.25 9.42 41 0.16

840.1 9.78 9.96 10.15 10.35 10.55 10.75 10.96 11.17 11.38 11.59 11.80 42 22.23

6 | P a g e

SOUTHWESTERN POWER ADMINISTRATION

549.4 6.39 6.51 6.64 6.76 6.89 7.03 7.17 7.30 7.44 7.58 7.71 43 -2.47

760.6 8.85 9.02 9.19 9.37 9.55 9.73 9.92 10.11 10.30 10.49 10.68 44 -6.13

524.2 6.10 6.22 6.33 6.46 6.58 6.71 6.84 6.97 7.10 7.23 7.36 45 13.54

809.4 9.42 9.60 9.78 9.97 10.16 10.36 10.56 10.76 10.96 11.16 11.37 46 -7.53

509.2 5.93 6.04 6.15 6.27 6.39 6.52 6.64 6.77 6.90 7.02 7.15 47 14.36

399.4 4.65 4.74 4.83 4.92 5.01 5.11 5.21 5.31 5.41 5.51 5.61 48 -13.45

987.7 11.49 11.71 11.93 12.16 12.40 12.64 12.88 13.13 13.38 13.62 13.87 49 17.68

640.9 7.46 7.60 7.74 7.89 8.04 8.20 8.36 8.52 8.68 8.84 9.00 50 -1.61

600.6 6.99 7.12 7.25 7.40 7.54 7.68 7.83 7.98 8.13 8.28 8.43 51 4.38

541.1 6.30 6.41 6.54 6.66 6.79 6.92 7.06 7.19 7.33 7.46 7.60 52 4.11

656.7 7.65 7.79 7.94 8.09 8.25 8.41 8.57 8.73 8.90 9.06 9.23 53 38.07

521.5 6.07 6.18 6.30 6.42 6.54 6.67 6.80 6.93 7.06 7.19 7.32 54 -0.65

1038.4 12.10 12.33 12.56 12.80 13.05 13.30 13.56 13.82 14.08 14.34 14.60 55 -68.26

940.7 10.95 11.15 11.36 11.59 11.81 12.04 12.27 12.50 12.74 12.98 13.21 56 -0.96

700.7 8.15 8.31 8.46 8.63 8.79 8.96 9.14 9.31 9.49 9.66 9.84 57 4.59

927.7 10.79 11.00 11.21 11.42 11.64 11.87 12.10 12.33 12.56 12.80 13.03 58 -6.90

Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension 0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F

12664 12197 11751 11305 10883 10473 10078 9709 9350 9014 8696

7 | P a g e

SOUTHWESTERN POWER ADMINISTRATION

Structure #59 to structure #60 Cable grackle_acsr.wir, Ruling span (ft) 1658.18 Sagging data: Catenary (ft) 6851.79, Horiz. Tension (lbs) 10503.8 Condition I Temperature (deg F) 60 Weather case for final after creep 60 Deg F, Equivalent to 70.1 (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 Mid Mid Mid Mid Mid Left Span Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection 0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F

(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)

1660.6 45.50 46.32 47.14 47.97 48.80 49.62 50.45 51.29 52.10 52.93 53.76 59 90.50

Span 3 3 3 3 3 3 3 3 3 3 3 Left Span Length Wave Wave Wave Wave Wave Wave Wave Wave Wave Wave Wave Struct Vertical Time Time Time Time Time Time Time Time Time Time Time Number Projection 0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F

(ft) Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. (ft)

1660.6 20.17 20.35 20.53 20.71 20.89 21.07 21.24 21.42 21.59 21.76 21.93 59 90.50

Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension 0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F

11643 11437 11238 11046 10858 10679 10504 10332 10171 10013 9858

8 | P a g e

SOUTHWESTERN POWER ADMINISTRATION

Structure #60 to structure #76 Cable grackle_acsr.wir, Ruling span (ft) 811.646 Sagging data: Catenary (ft) 6465.88, Horiz. Tension (lbs) 9912.2 Condition I Temperature (deg F) 60 Weather case for final after creep 60 Deg F, Equivalent to 52.6 (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 Mid Mid Mid Mid Mid Left Span Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection 0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F

(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)

322.6 1.61 1.67 1.74 1.81 1.88 1.96 2.03 2.12 2.20 2.29 2.37 60 47.71

253.9 0.99 1.02 1.07 1.11 1.15 1.20 1.25 1.30 1.35 1.40 1.45 62 12.43

440.6 2.97 3.09 3.21 3.34 3.47 3.62 3.76 3.91 4.07 4.22 4.38 63 -26.76

754.4 8.69 9.04 9.40 9.78 10.17 10.58 11.01 11.45 11.90 12.37 12.83 64 -9.45

399.3 2.44 2.53 2.63 2.74 2.85 2.96 3.08 3.21 3.33 3.46 3.59 65 6.53

799.7 9.78 10.17 10.57 11.00 11.44 11.90 12.38 12.88 13.39 13.91 14.44 66 37.61

1148.9 20.17 20.97 21.81 22.69 23.60 24.55 25.54 26.57 27.62 28.70 29.79 67 -29.70

1099.1 18.47 19.19 19.96 20.76 21.60 22.48 23.38 24.32 25.28 26.27 27.26 68 33.08

1099.6 18.60 19.33 20.10 20.91 21.75 22.63 23.54 24.49 25.46 26.45 27.45 69 126.75

333.7 1.70 1.77 1.84 1.91 1.99 2.07 2.15 2.24 2.33 2.42 2.51 70 -3.77

513.4 4.03 4.18 4.35 4.53 4.71 4.90 5.10 5.30 5.51 5.73 5.94 71 -4.98

576.9 5.08 5.28 5.50 5.72 5.95 6.19 6.44 6.70 6.96 7.23 7.50 72 -9.05

327.4 1.64 1.70 1.77 1.84 1.92 2.00 2.08 2.16 2.24 2.33 2.42 73 -19.47

294.1 1.32 1.38 1.43 1.49 1.55 1.61 1.68 1.74 1.81 1.88 1.95 74 -21.40

468.5 3.37 3.50 3.64 3.79 3.94 4.10 4.26 4.43 4.61 4.79 4.97 75 -44.25

Span 3 3 3 3 3 3 3 3 3 3 3 Left Span Length Wave Wave Wave Wave Wave Wave Wave Wave Wave Wave Wave Struct Vertical Time Time Time Time Time Time Time Time Time Time Time Number Projection 0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F

(ft) Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. (ft)

322.6 3.79 3.87 3.94 4.02 4.10 4.18 4.27 4.35 4.44 4.52 4.61 60 47.71

253.9 2.97 3.03 3.09 3.15 3.21 3.28 3.34 3.41 3.47 3.54 3.61 62 12.43

440.6 5.15 5.26 5.36 5.47 5.57 5.69 5.80 5.91 6.03 6.15 6.26 63 -26.76

754.4 8.82 8.99 9.17 9.35 9.54 9.73 9.92 10.12 10.32 10.52 10.71 64 -9.45

399.3 4.67 4.76 4.85 4.95 5.05 5.15 5.25 5.36 5.46 5.57 5.67 65 6.53

799.7 9.35 9.54 9.72 9.92 10.12 10.32 10.52 10.73 10.94 11.15 11.36 66 37.61

1148.9 13.43 13.69 13.97 14.24 14.53 14.82 15.11 15.42 15.72 16.02 16.32 67 -29.70

9 | P a g e

SOUTHWESTERN POWER ADMINISTRATION

1099.1 12.85 13.10 13.36 13.63 13.90 14.18 14.46 14.75 15.04 15.33 15.62 68 33.08

1099.6 12.90 13.15 13.41 13.68 13.95 14.23 14.51 14.80 15.09 15.38 15.67 69 126.75

333.7 3.90 3.98 4.06 4.14 4.22 4.30 4.39 4.48 4.56 4.65 4.74 70 -3.77

513.4 6.00 6.12 6.24 6.36 6.49 6.62 6.75 6.89 7.02 7.16 7.29 71 -4.98

576.9 6.74 6.88 7.01 7.15 7.29 7.44 7.59 7.74 7.89 8.04 8.19 72 -9.05

327.4 3.83 3.90 3.98 4.06 4.14 4.22 4.31 4.39 4.48 4.57 4.65 73 -19.47

294.1 3.44 3.51 3.58 3.65 3.72 3.80 3.87 3.95 4.03 4.10 4.18 74 -21.40

468.5 5.49 5.60 5.71 5.82 5.94 6.05 6.18 6.30 6.42 6.55 6.67 75 -44.25

Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension 0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F

12546 12072 11607 11159 10728 10310 9912 9529 9167 8823 8502

10 | P a g e

SOUTHWESTERN POWER ADMINISTRATION

Structure #76 to structure #80 Cable grackle_acsr.wir, Ruling span (ft) 552.396 Sagging data: Catenary (ft) 5792.56, Horiz. Tension (lbs) 8880 Condition I Temperature (deg F) 60 Weather case for final after creep 60 Deg F, Equivalent to 42.7 (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 Mid Mid Mid Mid Mid Left Span Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection 0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F

(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)

213.8 0.73 0.77 0.81 0.85 0.89 0.94 1.00 1.05 1.11 1.17 1.24 76 30.24

440.8 3.09 3.24 3.41 3.59 3.78 3.99 4.21 4.45 4.70 4.96 5.23 77 43.00

619.7 6.08 6.38 6.71 7.06 7.44 7.85 8.29 8.76 9.25 9.77 10.29 78 -18.49

630.2 6.30 6.60 6.94 7.31 7.70 8.13 8.58 9.07 9.58 10.11 10.65 79 -32.12

Span 3 3 3 3 3 3 3 3 3 3 3 Left Span Length Wave Wave Wave Wave Wave Wave Wave Wave Wave Wave Wave Struct Vertical Time Time Time Time Time Time Time Time Time Time Time Number Projection 0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F

(ft) Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. (ft)

213.8 2.56 2.62 2.68 2.75 2.83 2.90 2.99 3.07 3.15 3.24 3.33 76 30.24

440.8 5.26 5.39 5.52 5.66 5.81 5.97 6.14 6.31 6.48 6.66 6.84 77 43.00

619.7 7.38 7.55 7.74 7.95 8.16 8.38 8.61 8.85 9.10 9.35 9.59 78 -18.49

630.2 7.50 7.69 7.88 8.08 8.30 8.53 8.76 9.01 9.26 9.51 9.76 79 -32.12

Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension 0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F

12106 11541 10982 10430 9899 9378 8880 8406 7959 7540 7156

11 | P a g e

SOUTHWESTERN POWER ADMINISTRATION

Structure #80 to structure #81 Cable grackle_acsr.wir, Ruling span (ft) 2029.55 Sagging data: Catenary (ft) 6855.71, Horiz. Tension (lbs) 10509.8 Condition I Temperature (deg F) 60 Weather case for final after creep 60 Deg F, Equivalent to 74.0 (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 Mid Mid Mid Mid Mid Left Span Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection 0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F

(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)

2030.1 69.90 70.81 71.71 72.60 73.51 74.40 75.29 76.19 77.07 77.97 78.85 80 -45.20

Span 3 3 3 3 3 3 3 3 3 3 3 Left Span Length Wave Wave Wave Wave Wave Wave Wave Wave Wave Wave Wave Struct Vertical Time Time Time Time Time Time Time Time Time Time Time Number Projection 0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F

(ft) Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. (ft)

2030.1 25.00 25.17 25.33 25.48 25.64 25.80 25.95 26.11 26.26 26.41 26.56 80 -45.20

Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension 0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F

11318 11173 11033 10899 10765 10636 10510 10387 10268 10151 10038

12 | P a g e

SOUTHWESTERN POWER ADMINISTRATION

Structure #81 to structure #92 Cable grackle_acsr.wir, Ruling span (ft) 728.801 Sagging data: Catenary (ft) 6248.53, Horiz. Tension (lbs) 9579 Condition I Temperature (deg F) 60 Weather case for final after creep 60 Deg F, Equivalent to 49.7 (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 Mid Mid Mid Mid Mid Left Span Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection 0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F

(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)

284.9 1.26 1.32 1.37 1.43 1.50 1.56 1.63 1.70 1.78 1.86 1.93 81 29.75

501.4 3.90 4.06 4.24 4.42 4.62 4.82 5.03 5.26 5.49 5.72 5.96 82 -20.34

808.0 10.11 10.54 10.99 11.47 11.98 12.51 13.07 13.65 14.24 14.86 15.48 83 -16.61

1109.2 19.10 19.91 20.76 21.67 22.63 23.63 24.68 25.78 26.91 28.07 29.25 84 73.84

428.6 2.84 2.96 3.09 3.23 3.37 3.52 3.68 3.84 4.01 4.18 4.35 85 -4.41

399.4 2.47 2.57 2.69 2.80 2.93 3.06 3.19 3.33 3.48 3.63 3.78 86 -1.89

499.8 3.87 4.03 4.21 4.39 4.58 4.78 5.00 5.22 5.45 5.68 5.92 87 6.45

580.5 5.22 5.44 5.67 5.92 6.19 6.46 6.74 7.04 7.35 7.67 7.99 88 14.63

850.8 11.25 11.72 12.23 12.76 13.33 13.91 14.53 15.18 15.84 16.53 17.22 89 67.51

443.8 3.05 3.18 3.32 3.46 3.61 3.77 3.94 4.11 4.30 4.48 4.67 90 -2.01

674.9 7.16 7.46 7.78 8.12 8.48 8.86 9.25 9.66 10.08 10.52 10.96 91 -117.49

Span 3 3 3 3 3 3 3 3 3 3 3 Left Span Length Wave Wave Wave Wave Wave Wave Wave Wave Wave Wave Wave Struct Vertical Time Time Time Time Time Time Time Time Time Time Time Number Projection 0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F

(ft) Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. (ft)

284.9 3.36 3.43 3.51 3.58 3.66 3.74 3.82 3.91 3.99 4.07 4.16 81 29.75

501.4 5.90 6.03 6.15 6.29 6.43 6.57 6.71 6.86 7.01 7.16 7.30 82 -20.34

808.0 9.51 9.71 9.92 10.13 10.35 10.58 10.81 11.05 11.29 11.53 11.77 83 -16.61

1109.2 13.07 13.34 13.63 13.92 14.23 14.54 14.86 15.18 15.51 15.85 16.17 84 73.84

428.6 5.04 5.15 5.26 5.37 5.49 5.61 5.73 5.86 5.99 6.11 6.24 85 -4.41

399.4 4.70 4.80 4.90 5.01 5.12 5.23 5.34 5.46 5.58 5.70 5.82 86 -1.89

499.8 5.88 6.00 6.13 6.26 6.40 6.54 6.69 6.83 6.98 7.13 7.28 87 6.45

580.5 6.83 6.98 7.12 7.28 7.44 7.60 7.77 7.94 8.11 8.28 8.45 88 14.63

850.8 10.03 10.24 10.46 10.68 10.92 11.16 11.40 11.65 11.90 12.16 12.41 89 67.51

443.8 5.22 5.33 5.45 5.56 5.68 5.81 5.94 6.07 6.20 6.33 6.46 90 -2.01

674.9 8.00 8.17 8.34 8.52 8.71 8.90 9.10 9.30 9.50 9.70 9.90 91 -117.49

13 | P a g e

SOUTHWESTERN POWER ADMINISTRATION

Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension 0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F

12375 11875 11385 10910 10446 10006 9579 9172 8787 8424 8086

14 | P a g e

SOUTHWESTERN POWER ADMINISTRATION

Structure #92 to structure #93 Cable grackle_acsr.wir, Ruling span (ft) 1511.48 Sagging data: Catenary (ft) 6906, Horiz. Tension (lbs) 10586.9 Condition I Temperature (deg F) 60 Weather case for final after creep 60 Deg F, Equivalent to 68.4 (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 Mid Mid Mid Mid Mid Left Span Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection 0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F

(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)

1511.6 36.72 37.49 38.27 39.04 39.82 40.61 41.40 42.19 42.98 43.78 44.56 92 17.69

Span 3 3 3 3 3 3 3 3 3 3 3 Left Span Length Wave Wave Wave Wave Wave Wave Wave Wave Wave Wave Wave Struct Vertical Time Time Time Time Time Time Time Time Time Time Time Number Projection 0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F

(ft) Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. (ft)

1511.6 18.12 18.31 18.50 18.69 18.87 19.06 19.24 19.43 19.61 19.79 19.96 92 17.69

Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension 0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F

11935 11688 11452 11225 11005 10793 10587 10389 10199 10014 9837

15 | P a g e

SOUTHWESTERN POWER ADMINISTRATION

Structure #93 to structure #97A Cable grackle_acsr.wir, Ruling span (ft) 801.426 Sagging data: Catenary (ft) 6462.04, Horiz. Tension (lbs) 9906.3 Condition I Temperature (deg F) 60 Weather case for final after creep 60 Deg F, Equivalent to 52.2 (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 Mid Mid Mid Mid Mid Left Span Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection 0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F

(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)

902.2 12.51 13.00 13.52 14.07 14.65 15.25 15.88 16.52 17.19 17.86 18.55 93 111.28

386.9 2.30 2.39 2.49 2.59 2.70 2.81 2.92 3.04 3.16 3.29 3.42 94 52.92

1001.8 15.31 15.92 16.55 17.23 17.93 18.66 19.44 20.22 21.03 21.86 22.70 95 -12.92

548.5 4.59 4.77 4.97 5.17 5.38 5.60 5.83 6.06 6.31 6.56 6.81 96 -26.43

209.4 0.67 0.70 0.72 0.75 0.78 0.82 0.85 0.88 0.92 0.96 0.99 97 -11.32

Span 3 3 3 3 3 3 3 3 3 3 3 Left Span Length Wave Wave Wave Wave Wave Wave Wave Wave Wave Wave Wave Struct Vertical Time Time Time Time Time Time Time Time Time Time Time Number Projection 0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F

(ft) Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. (ft)

902.2 10.58 10.79 11.00 11.22 11.45 11.68 11.92 12.16 12.40 12.64 12.88 93 111.28

386.9 4.54 4.63 4.72 4.81 4.91 5.01 5.11 5.22 5.32 5.42 5.53 94 52.92

1001.8 11.70 11.93 12.17 12.41 12.66 12.92 13.19 13.45 13.72 13.98 14.25 95 -12.92

548.5 6.41 6.53 6.66 6.80 6.94 7.08 7.22 7.37 7.51 7.66 7.80 96 -26.43

209.4 2.45 2.50 2.55 2.60 2.65 2.70 2.76 2.81 2.87 2.92 2.98 97 -11.32

Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension 0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F

12568 12088 11624 11170 10734 10310 9900 9517 9149 8804 8477

16 | P a g e

SOUTHWESTERN POWER ADMINISTRATION

Structure #97A to structure #97B Cable grackle_acsr.5000.wir, Ruling span (ft) 220.664 Sagging data: Catenary (ft) 1366.73, Horiz. Tension (lbs) 2095.2 Condition I Temperature (deg F) 60 Weather case for final after creep 60 Deg F, Equivalent to 4.7 (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 Mid Mid Mid Mid Mid Left Span Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection 0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F

(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)

220.7 3.13 3.36 3.59 3.82 4.04 4.25 4.46 4.66 4.85 5.04 5.22 97A -1.80

Span 3 3 3 3 3 3 3 3 3 3 3 Left Span Length Wave Wave Wave Wave Wave Wave Wave Wave Wave Wave Wave Struct Vertical Time Time Time Time Time Time Time Time Time Time Time Number Projection 0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F

(ft) Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. (ft)

220.7 5.29 5.49 5.67 5.85 6.01 6.17 6.31 6.45 6.59 6.71 6.83 97A -1.80

Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension 0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F

2982 2774 2597 2444 2310 2196 2095 2006 1925 1853 1788

17 | P a g e

SOUTHWESTERN POWER ADMINISTRATION

Structure #GH to structure #01 Cable afl_dno_10211_ac_49_59_657_opgw.wir, Ruling span (ft) 472.39 Sagging data: Catenary (ft) 2428.26, Horiz. Tension (lbs) 1100 Condition C Temperature (deg F) 60 Weather case for final after creep 60 Deg F, Equivalent to 7.6 (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 Mid Mid Mid Mid Mid Left Span Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection 0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F

(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)

472.5 9.43 9.75 10.07 10.38 10.69 10.99 11.28 11.58 11.86 12.15 12.42 GH 9.13

Span 3 3 3 3 3 3 3 3 3 3 3 Left Span Length Wave Wave Wave Wave Wave Wave Wave Wave Wave Wave Wave Struct Vertical Time Time Time Time Time Time Time Time Time Time Time Number Projection 0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F

(ft) Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. (ft)

472.5 9.18 9.34 9.49 9.64 9.78 9.91 10.05 10.18 10.30 10.42 10.54 GH 9.13

Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension 0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F

1342 1297 1256 1219 1183 1151 1121 1093 1066 1042 1019

18 | P a g e

SOUTHWESTERN POWER ADMINISTRATION

Structure #01 to structure #23 Cable afl_dno_10211_ac_49_59_657_opgw.wir, Ruling span (ft) 593.508 Sagging data: Catenary (ft) 6060.04, Horiz. Tension (lbs) 2745.2 Condition C Temperature (deg F) 60 Weather case for final after creep 60 Deg F, Equivalent to 41.7 (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 Mid Mid Mid Mid Mid Left Span Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection 0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F

(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)

359.8 1.59 1.66 1.75 1.84 1.94 2.04 2.15 2.27 2.40 2.53 2.66 01 -11.28

401.1 1.97 2.07 2.17 2.28 2.41 2.54 2.67 2.82 2.98 3.14 3.31 02 4.11

515.8 3.26 3.42 3.59 3.78 3.98 4.20 4.42 4.67 4.93 5.20 5.48 03 11.15

624.7 4.78 5.02 5.27 5.54 5.84 6.16 6.50 6.85 7.23 7.63 8.04 04 27.25

404.0 2.00 2.10 2.21 2.32 2.44 2.58 2.72 2.87 3.03 3.19 3.36 05 21.04

729.4 6.52 6.84 7.18 7.55 7.96 8.39 8.85 9.34 9.85 10.40 10.95 06 13.93

686.9 5.78 6.06 6.37 6.70 7.05 7.44 7.85 8.28 8.74 9.22 9.71 07 6.50

554.1 3.76 3.95 4.14 4.36 4.59 4.84 5.11 5.39 5.69 6.00 6.32 08 -1.34

510.5 3.19 3.35 3.52 3.70 3.90 4.11 4.33 4.57 4.83 5.09 5.36 09 5.91

638.3 4.99 5.24 5.50 5.78 6.09 6.42 6.78 7.15 7.55 7.96 8.39 10 11.40

584.5 4.18 4.39 4.61 4.85 5.11 5.39 5.68 5.99 6.33 6.68 7.03 11 -6.51

440.0 2.37 2.49 2.61 2.75 2.90 3.05 3.22 3.40 3.59 3.79 3.99 12 -17.82

306.9 1.16 1.21 1.27 1.34 1.41 1.49 1.57 1.66 1.75 1.85 1.94 13 -23.36

640.0 5.03 5.28 5.54 5.83 6.14 6.47 6.83 7.21 7.60 8.03 8.45 14 -47.17

650.8 5.19 5.45 5.72 6.02 6.34 6.69 7.05 7.44 7.85 8.29 8.73 15 -37.13

454.2 2.53 2.65 2.78 2.93 3.09 3.25 3.43 3.62 3.82 4.03 4.25 16 -11.79

493.1 2.98 3.12 3.28 3.45 3.64 3.83 4.04 4.27 4.50 4.75 5.01 17 2.69

747.9 6.85 7.19 7.55 7.94 8.37 8.82 9.30 9.82 10.36 10.93 11.52 18 11.26

607.9 4.53 4.75 4.99 5.25 5.53 5.83 6.15 6.49 6.84 7.22 7.61 19 -9.40

291.4 1.04 1.09 1.15 1.21 1.27 1.34 1.41 1.49 1.57 1.66 1.75 20 -9.22

817.5 8.19 8.59 9.02 9.49 10.00 10.54 11.12 11.73 12.38 13.06 13.76 21 -14.29

429.9 2.26 2.37 2.49 2.62 2.76 2.91 3.07 3.24 3.42 3.61 3.80 22 -9.38

19 | P a g e

SOUTHWESTERN POWER ADMINISTRATION

Span 3 3 3 3 3 3 3 3 3 3 3 Left Span Length Wave Wave Wave Wave Wave Wave Wave Wave Wave Wave Wave Struct Vertical Time Time Time Time Time Time Time Time Time Time Time Number Projection 0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F

(ft) Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. (ft)

359.8 3.77 3.86 3.95 4.05 4.16 4.27 4.39 4.51 4.63 4.76 4.88 01 -11.28

401.1 4.20 4.30 4.41 4.52 4.64 4.76 4.89 5.02 5.16 5.30 5.44 02 4.11

515.8 5.40 5.53 5.67 5.81 5.97 6.13 6.29 6.46 6.64 6.82 7.00 03 11.15

624.7 6.54 6.70 6.87 7.04 7.23 7.42 7.62 7.83 8.04 8.26 8.48 04 27.25

404.0 4.23 4.33 4.44 4.55 4.68 4.80 4.93 5.06 5.20 5.34 5.49 05 21.04

729.4 7.63 7.82 8.01 8.22 8.44 8.66 8.90 9.14 9.39 9.64 9.90 06 13.93

686.9 7.19 7.36 7.55 7.74 7.94 8.16 8.38 8.60 8.84 9.08 9.32 07 6.50

554.1 5.80 5.94 6.09 6.24 6.41 6.58 6.76 6.94 7.13 7.33 7.52 08 -1.34

510.5 5.34 5.47 5.61 5.75 5.90 6.06 6.23 6.40 6.57 6.75 6.93 09 5.91

638.3 6.68 6.84 7.01 7.19 7.38 7.58 7.78 8.00 8.22 8.44 8.66 10 11.40

584.5 6.12 6.27 6.42 6.59 6.76 6.94 7.13 7.32 7.52 7.73 7.93 11 -6.51

440.0 4.61 4.72 4.84 4.96 5.09 5.23 5.37 5.51 5.66 5.82 5.97 12 -17.82

306.9 3.22 3.30 3.38 3.46 3.55 3.65 3.75 3.85 3.96 4.06 4.17 13 -23.36

640.0 6.71 6.87 7.04 7.22 7.41 7.61 7.82 8.03 8.25 8.47 8.70 14 -47.17

650.8 6.82 6.98 7.15 7.34 7.53 7.73 7.94 8.16 8.38 8.61 8.84 15 -37.13

454.2 4.75 4.87 4.99 5.12 5.25 5.39 5.54 5.69 5.85 6.01 6.16 16 -11.79

493.1 5.16 5.29 5.42 5.56 5.70 5.86 6.01 6.18 6.35 6.52 6.69 17 2.69

747.9 7.83 8.02 8.22 8.43 8.65 8.88 9.12 9.37 9.63 9.89 10.15 18 11.26

607.9 6.36 6.52 6.68 6.85 7.03 7.22 7.41 7.62 7.82 8.04 8.25 19 -9.40

291.4 3.05 3.12 3.20 3.28 3.37 3.46 3.55 3.65 3.75 3.85 3.95 20 -9.22

817.5 8.56 8.77 8.98 9.21 9.46 9.71 9.97 10.24 10.52 10.81 11.09 21 -14.29

429.9 4.50 4.61 4.72 4.84 4.97 5.10 5.24 5.39 5.53 5.68 5.83 22 -9.38

Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension 0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F

4625 4407 4197 3990 3787 3592 3406 3228 3059 2898 2752

20 | P a g e

SOUTHWESTERN POWER ADMINISTRATION

Structure #23 to structure #40 Cable afl_dno_10211_ac_49_59_657_opgw.wir, Ruling span (ft) 764.777 Sagging data: Catenary (ft) 6059.82, Horiz. Tension (lbs) 2745.1 Condition C Temperature (deg F) 60 Weather case for final after creep 60 Deg F, Equivalent to 41.3 (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 Mid Mid Mid Mid Mid Left Span Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection 0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F

(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)

550.7 4.04 4.22 4.42 4.62 4.83 5.05 5.29 5.52 5.76 6.00 6.25 23 1.14

685.6 6.27 6.55 6.85 7.17 7.50 7.83 8.20 8.55 8.93 9.31 9.69 24 4.81

879.2 10.32 10.79 11.29 11.81 12.35 12.91 13.50 14.09 14.71 15.33 15.96 25 54.05

664.6 5.89 6.16 6.44 6.74 7.05 7.37 7.71 8.04 8.40 8.75 9.11 26 -29.19

859.9 9.86 10.30 10.78 11.28 11.79 12.33 12.89 13.46 14.05 14.64 15.24 27 -6.45

698.2 6.50 6.79 7.11 7.44 7.78 8.13 8.50 8.87 9.26 9.65 10.05 28 20.79

720.1 6.92 7.23 7.57 7.91 8.28 8.65 9.05 9.44 9.86 10.27 10.70 29 32.54

580.5 4.50 4.70 4.92 5.14 5.38 5.62 5.88 6.14 6.41 6.68 6.95 30 29.37

645.1 5.55 5.80 6.07 6.35 6.64 6.94 7.26 7.57 7.91 8.24 8.58 31 13.51

367.7 1.80 1.88 1.97 2.06 2.16 2.25 2.36 2.46 2.57 2.68 2.79 32 -1.52

392.1 2.05 2.14 2.24 2.35 2.45 2.56 2.68 2.80 2.92 3.04 3.17 33 -13.41

990.2 13.07 13.66 14.29 14.95 15.64 16.34 17.10 17.84 18.63 19.41 20.21 34 -14.72

435.0 2.52 2.64 2.76 2.89 3.02 3.16 3.30 3.44 3.60 3.75 3.90 35 -15.26

1089.1 15.82 16.53 17.30 18.10 18.92 19.78 20.69 21.60 22.55 23.50 24.47 36 33.12

748.0 7.46 7.80 8.16 8.54 8.93 9.33 9.76 10.19 10.64 11.08 11.54 37 -22.74

707.0 6.67 6.97 7.29 7.62 7.97 8.33 8.72 9.10 9.50 9.90 10.31 38 -19.08

713.2 6.78 7.09 7.42 7.76 8.11 8.48 8.87 9.26 9.67 10.07 10.49 39 -6.93

Span 3 3 3 3 3 3 3 3 3 3 3 Left Span Length Wave Wave Wave Wave Wave Wave Wave Wave Wave Wave Wave Struct Vertical Time Time Time Time Time Time Time Time Time Time Time Number Projection 0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F

(ft) Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. (ft)

550.7 6.01 6.15 6.29 6.43 6.58 6.72 6.88 7.02 7.18 7.33 7.48 23 1.14

685.6 7.49 7.65 7.83 8.01 8.19 8.37 8.56 8.75 8.94 9.12 9.31 24 4.81

879.2 9.61 9.82 10.05 10.28 10.51 10.74 10.99 11.23 11.47 11.71 11.95 25 54.05

664.6 7.26 7.42 7.59 7.76 7.94 8.12 8.30 8.48 8.67 8.85 9.03 26 -29.19

859.9 9.39 9.60 9.82 10.04 10.27 10.50 10.74 10.97 11.21 11.44 11.68 27 -6.45

21 | P a g e

SOUTHWESTERN POWER ADMINISTRATION

698.2 7.63 7.80 7.97 8.16 8.34 8.53 8.72 8.91 9.10 9.29 9.48 28 20.79

720.1 7.87 8.04 8.23 8.41 8.60 8.80 9.00 9.19 9.39 9.59 9.78 29 32.54

580.5 6.34 6.48 6.63 6.78 6.94 7.09 7.25 7.41 7.57 7.73 7.89 30 29.37

645.1 7.04 7.20 7.37 7.53 7.70 7.88 8.06 8.23 8.41 8.58 8.76 31 13.51

367.7 4.01 4.10 4.20 4.29 4.39 4.49 4.59 4.69 4.79 4.89 4.99 32 -1.52

392.1 4.28 4.38 4.48 4.58 4.68 4.79 4.90 5.00 5.11 5.22 5.33 33 -13.41

990.2 10.81 11.05 11.31 11.56 11.83 12.09 12.37 12.63 12.91 13.18 13.45 34 -14.72

435.0 4.75 4.86 4.97 5.08 5.20 5.31 5.43 5.55 5.67 5.79 5.91 35 -15.26

1089.1 11.90 12.16 12.44 12.72 13.01 13.30 13.60 13.90 14.20 14.50 14.79 36 33.12

748.0 8.17 8.35 8.54 8.74 8.94 9.13 9.34 9.54 9.75 9.96 10.16 37 -22.74

707.0 7.72 7.89 8.07 8.26 8.45 8.63 8.83 9.02 9.22 9.41 9.60 38 -19.08

713.2 7.79 7.96 8.14 8.33 8.52 8.71 8.91 9.10 9.30 9.49 9.68 39 -6.93

Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension 0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F

4248 4065 3885 3714 3552 3398 3249 3113 2981 2861 2748

22 | P a g e

SOUTHWESTERN POWER ADMINISTRATION

Structure #40 to structure #45 Cable afl_dno_10211_ac_49_59_657_opgw.wir, Ruling span (ft) 975.667 Sagging data: Catenary (ft) 6534.44, Horiz. Tension (lbs) 2960.1 Condition C Temperature (deg F) 60 Weather case for final after creep 60 Deg F, Equivalent to 45.2 (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 Mid Mid Mid Mid Mid Left Span Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection 0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F

(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)

1352.9 24.26 25.21 26.17 27.15 28.17 29.20 30.25 31.31 32.41 33.49 34.58 40 -32.17

665.9 5.87 6.10 6.34 6.57 6.82 7.07 7.32 7.58 7.84 8.10 8.37 41 -7.63

840.1 9.35 9.72 10.09 10.46 10.86 11.26 11.66 12.07 12.49 12.91 13.33 42 22.23

549.4 4.00 4.15 4.31 4.47 4.64 4.81 4.98 5.16 5.34 5.52 5.70 43 -2.47

760.6 7.67 7.96 8.27 8.58 8.90 9.22 9.55 9.89 10.24 10.58 10.92 44 -5.41

Span 3 3 3 3 3 3 3 3 3 3 3 Left Span Length Wave Wave Wave Wave Wave Wave Wave Wave Wave Wave Wave Struct Vertical Time Time Time Time Time Time Time Time Time Time Time Number Projection 0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F

(ft) Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. (ft)

1352.9 14.73 15.01 15.30 15.58 15.87 16.16 16.45 16.74 17.03 17.31 17.59 40 -32.17

665.9 7.25 7.39 7.53 7.67 7.81 7.95 8.09 8.23 8.38 8.51 8.65 41 -7.63

840.1 9.15 9.32 9.50 9.67 9.86 10.03 10.21 10.39 10.57 10.74 10.92 42 22.23

549.4 5.98 6.10 6.21 6.33 6.44 6.56 6.68 6.79 6.91 7.02 7.14 43 -2.47

760.6 8.28 8.44 8.60 8.76 8.92 9.08 9.24 9.41 9.57 9.73 9.88 44 -5.41

Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension 0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F

4275 4115 3963 3821 3682 3552 3429 3313 3201 3098 3000

23 | P a g e

SOUTHWESTERN POWER ADMINISTRATION

Structure #45 to structure #59 Cable afl_dno_10211_ac_49_59_657_opgw.wir, Ruling span (ft) 783.239 Sagging data: Catenary (ft) 6534.44, Horiz. Tension (lbs) 2960.1 Condition C Temperature (deg F) 60 Weather case for final after creep 60 Deg F, Equivalent to 45.2 (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 Mid Mid Mid Mid Mid Left Span Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection 0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F

(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)

524.2 3.35 3.50 3.65 3.81 3.99 4.17 4.35 4.55 4.75 4.96 5.17 45 12.81

816.1 8.12 8.47 8.85 9.24 9.66 10.10 10.55 11.03 11.51 12.01 12.53 46 0.51

516.0 3.24 3.39 3.54 3.70 3.86 4.04 4.22 4.41 4.60 4.80 5.01 47 6.32

399.4 1.95 2.03 2.12 2.22 2.32 2.42 2.53 2.64 2.76 2.88 3.00 48 -13.45

987.7 11.89 12.41 12.97 13.54 14.16 14.80 15.46 16.16 16.87 17.60 18.36 49 17.68

640.9 5.01 5.22 5.46 5.70 5.96 6.23 6.51 6.80 7.10 7.41 7.73 50 -1.61

600.6 4.40 4.59 4.79 5.01 5.23 5.47 5.71 5.97 6.24 6.51 6.78 51 4.38

535.8 3.50 3.65 3.82 3.98 4.17 4.35 4.55 4.75 4.96 5.18 5.40 52 9.40

651.3 5.18 5.40 5.65 5.90 6.16 6.44 6.73 7.03 7.34 7.66 7.99 53 32.77

530.5 3.43 3.58 3.74 3.91 4.08 4.27 4.46 4.66 4.87 5.08 5.29 54 9.89

1047.4 13.41 14.00 14.62 15.27 15.97 16.69 17.43 18.22 19.02 19.85 20.70 55 -78.80

940.7 10.79 11.26 11.76 12.28 12.84 13.42 14.02 14.65 15.30 15.96 16.65 56 -0.96

700.7 5.98 6.24 6.53 6.81 7.12 7.45 7.78 8.13 8.49 8.86 9.23 57 4.59

925.0 10.43 10.89 11.37 11.88 12.42 12.98 13.56 14.17 14.80 15.44 16.10 58 5.77

Span 3 3 3 3 3 3 3 3 3 3 3 Left Span Length Wave Wave Wave Wave Wave Wave Wave Wave Wave Wave Wave Struct Vertical Time Time Time Time Time Time Time Time Time Time Time Number Projection 0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F

(ft) Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. (ft)

524.2 5.47 5.59 5.72 5.84 5.97 6.11 6.24 6.38 6.52 6.66 6.80 45 12.81

816.1 8.52 8.70 8.90 9.09 9.30 9.50 9.72 9.93 10.15 10.37 10.59 46 0.51

516.0 5.39 5.50 5.63 5.75 5.88 6.01 6.14 6.28 6.42 6.55 6.69 47 6.32

399.4 4.17 4.26 4.36 4.45 4.55 4.65 4.76 4.86 4.97 5.07 5.18 48 -13.45

987.7 10.31 10.54 10.77 11.01 11.25 11.51 11.76 12.02 12.28 12.55 12.81 49 17.68

640.9 6.69 6.84 6.99 7.14 7.30 7.46 7.63 7.80 7.97 8.14 8.31 50 -1.61

600.6 6.27 6.41 6.55 6.69 6.84 6.99 7.15 7.31 7.47 7.63 7.79 51 4.38

535.8 5.59 5.71 5.84 5.97 6.10 6.24 6.38 6.52 6.66 6.80 6.95 52 9.40

24 | P a g e

SOUTHWESTERN POWER ADMINISTRATION

651.3 6.80 6.95 7.11 7.26 7.42 7.59 7.76 7.93 8.10 8.28 8.45 53 32.77

530.5 5.54 5.66 5.78 5.91 6.04 6.18 6.32 6.46 6.60 6.74 6.88 54 9.89

1047.4 10.95 11.19 11.44 11.69 11.95 12.22 12.49 12.77 13.04 13.32 13.61 55 -78.80

940.7 9.82 10.03 10.26 10.48 10.72 10.96 11.20 11.45 11.70 11.95 12.20 56 -0.96

700.7 7.32 7.47 7.64 7.81 7.98 8.16 8.34 8.53 8.71 8.90 9.09 57 4.59

925.0 9.66 9.87 10.09 10.31 10.54 10.77 11.01 11.26 11.50 11.75 12.00 58 5.77

Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension 0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F

4647 4452 4261 4080 3903 3734 3574 3421 3276 3140 3011

25 | P a g e

SOUTHWESTERN POWER ADMINISTRATION

Structure #59 to structure #60 Cable afl_dno_10211_ac_49_59_657_opgw.wir, Ruling span (ft) 1653.23 Sagging data: Catenary (ft) 7591.39, Horiz. Tension (lbs) 3438.9 Condition C Temperature (deg F) 60 Weather case for final after creep 60 Deg F, Equivalent to 52.9 (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 Mid Mid Mid Mid Mid Left Span Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection 0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F

(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)

1655.7 36.22 37.02 37.82 38.63 39.44 40.24 41.05 41.85 42.65 43.44 44.23 59 90.78

Span 3 3 3 3 3 3 3 3 3 3 3 Left Span Length Wave Wave Wave Wave Wave Wave Wave Wave Wave Wave Wave Struct Vertical Time Time Time Time Time Time Time Time Time Time Time Number Projection 0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F

(ft) Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. (ft)

1655.7 18.00 18.20 18.39 18.59 18.78 18.97 19.16 19.35 19.53 19.71 19.89 59 90.78

Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension 0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F

4295 4202 4113 4027 3945 3866 3790 3718 3648 3582 3518

26 | P a g e

SOUTHWESTERN POWER ADMINISTRATION

Structure #60 to structure #71 Cable afl_dno_10211_ac_49_59_657_opgw.wir, Ruling span (ft) 895.216 Sagging data: Catenary (ft) 6417.22, Horiz. Tension (lbs) 2907 Condition C Temperature (deg F) 60 Weather case for final after creep 60 Deg F, Equivalent to 44.1 (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 Mid Mid Mid Mid Mid Left Span Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection 0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F

(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)

320.9 1.36 1.41 1.47 1.53 1.59 1.66 1.72 1.79 1.86 1.92 1.99 60 34.75

254.0 0.85 0.88 0.92 0.96 0.99 1.03 1.07 1.12 1.16 1.20 1.24 62 12.43

440.7 2.55 2.66 2.77 2.88 3.00 3.11 3.24 3.36 3.49 3.62 3.75 63 -26.76

754.4 7.47 7.77 8.09 8.42 8.76 9.11 9.47 9.83 10.20 10.58 10.96 64 -9.45

399.3 2.09 2.18 2.27 2.36 2.46 2.55 2.65 2.75 2.86 2.96 3.07 65 6.53

799.7 8.40 8.74 9.10 9.47 9.86 10.25 10.65 11.06 11.48 11.90 12.33 66 37.61

1148.9 17.32 18.03 18.78 19.54 20.34 21.14 21.97 22.82 23.68 24.55 25.44 67 -29.70

1099.1 15.86 16.51 17.19 17.88 18.61 19.35 20.11 20.89 21.68 22.48 23.28 68 33.08

1099.6 15.97 16.62 17.31 18.01 18.74 19.48 20.25 21.03 21.83 22.63 23.44 69 126.75

333.7 1.46 1.52 1.58 1.65 1.71 1.78 1.85 1.92 2.00 2.07 2.14 70 -3.04

Span 3 3 3 3 3 3 3 3 3 3 3 Left Span Length Wave Wave Wave Wave Wave Wave Wave Wave Wave Wave Wave Struct Vertical Time Time Time Time Time Time Time Time Time Time Time Number Projection 0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F

(ft) Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. (ft)

320.9 3.49 3.56 3.63 3.70 3.78 3.85 3.93 4.00 4.07 4.15 4.22 60 34.75

254.0 2.75 2.81 2.87 2.92 2.98 3.04 3.10 3.16 3.22 3.28 3.34 62 12.43

440.7 4.78 4.87 4.97 5.07 5.18 5.28 5.38 5.48 5.59 5.69 5.79 63 -26.76

754.4 8.17 8.34 8.51 8.68 8.85 9.03 9.20 9.38 9.55 9.73 9.90 64 -9.45

399.3 4.33 4.41 4.50 4.59 4.69 4.78 4.87 4.96 5.06 5.15 5.24 65 6.53

799.7 8.67 8.84 9.02 9.20 9.39 9.57 9.76 9.95 10.13 10.32 10.50 66 37.61

1148.9 12.45 12.70 12.96 13.22 13.49 13.75 14.02 14.29 14.55 14.82 15.08 67 -29.70

1099.1 11.91 12.15 12.40 12.65 12.90 13.15 13.41 13.67 13.92 14.18 14.43 68 33.08

1099.6 11.95 12.19 12.44 12.69 12.95 13.20 13.46 13.72 13.97 14.23 14.48 69 126.75

333.7 3.61 3.69 3.76 3.84 3.92 3.99 4.07 4.15 4.23 4.30 4.38 70 -3.04

27 | P a g e

SOUTHWESTERN POWER ADMINISTRATION

Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension 0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F

4317 4148 3983 3828 3678 3539 3404 3278 3159 3047 2941

28 | P a g e

SOUTHWESTERN POWER ADMINISTRATION

Structure #71 to structure #76 Cable afl_dno_10211_ac_49_59_657_opgw.wir, Ruling span (ft) 473.836 Sagging data: Catenary (ft) 6417.22, Horiz. Tension (lbs) 2907 Condition C Temperature (deg F) 60 Weather case for final after creep 60 Deg F, Equivalent to 44.8 (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 Mid Mid Mid Mid Mid Left Span Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection 0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F

(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)

513.4 2.90 3.04 3.18 3.35 3.53 3.73 3.95 4.19 4.45 4.73 5.03 71 -5.71

576.9 3.66 3.83 4.02 4.23 4.46 4.71 4.98 5.29 5.61 5.97 6.35 72 -9.05

327.4 1.18 1.24 1.30 1.36 1.44 1.52 1.61 1.71 1.81 1.93 2.05 73 -19.47

298.4 0.98 1.03 1.08 1.13 1.20 1.26 1.34 1.42 1.50 1.60 1.70 74 -16.10

469.6 2.44 2.56 2.68 2.82 2.98 3.14 3.32 3.53 3.74 3.98 4.24 75 -54.91

Span 3 3 3 3 3 3 3 3 3 3 3 Left Span Length Wave Wave Wave Wave Wave Wave Wave Wave Wave Wave Wave Struct Vertical Time Time Time…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated .