Transmission And Substation Foundations - Technical Design Manual

APPENDIX D: FORMS

Pole Load Determination Data Sheet

Need by: _ _______________________

Contact Name:

Phone:

Date:

Job Name:

Job Location:

*Select Appropriate Units of Measure

1. Luminaire Mounting Height:

o m o m

o ft o ft o in o in o ft o in o in o lb o ft 2

2. Height of Pole:

3. Outside Diameter of Pole Top: 4. Outside Diameter of Pole Bottom:

o cm o cm

5. Arm Length:

o m

6. Arm Tip Outside Diameter: 7. Arm Bottom outside Diameter:

o cm o cm o kg o m 2 o kph

8. Luminaire Weight:

9. Luminaire EPA (Projected Area x C d ):

10. Basic Wind Speed:

o mph

11. Minimum Design Life (Select Choice): Design life default is 25 years. See Table 3-3, below 12. Number of Arms: 13. Number of Luminaires: 14. Pole Shape (Select choice from list below) o Cylinder o Hecdecagonal (16 Sides) o 10

o 25

o 50

o Octagonal (8 Sides)

o Flat

o Dodecagonal ( 12 Sides)

o Square (4 Side)

o Diamond

15. Arm Shape (Select choice from list below) o Cylinder o Hecdecagonal (16 Sides)

o Octagonal (8 Sides)

o Flat

o Dodecagonal ( 12 Sides)

o Square (4 Side)

o Diamond

16. Anchor Bolt Diameter:

o cm

o in

17. Number of Bolts (in base plate): 18. Bolt Circle Diameter: 19. Special Cableway Requirements: 20. Site Soil Conditions (if available):

o cm

o in

_

21. CHANCE Precast Concrete Collar:

o Yes

o No

o 12" H or

o 24" H

Table 3-3. Recommended Minimum Design Life Reproduced from AASHTO Specification, 4th Edition, 2001 Design Life Structure Type

Luminaire support structures exceeding 15m (49.2 ft.). Overhead sign structures. Luminaire support structures less than 15m (49.2 ft.) in height. Traffic signal structures.

50 Years

25 Years

10 Years

Roadside sign structures.

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