Determining Proper ANSI Load Ratings for Underground Pull Boxes
Traffic Type
Light Duty: Pedestrian traffic only.
Example: grassy areas in residential properties that are located away from vehicular traffic.
TIER 5: Sidewalk applications with a safety factor for occasional non-deliberate vehicular traffic.
Example: Residential sidewalk that is not crossed by a driveway.
TIER 8: Sidewalk applications with a safety factor for non-deliberate vehicular traffic.
Example: Most public sidewalks
Example: Within parking curbs of parking lots where it is highly unlikely to be run over.
TIER 15: Driveway, parking lot, and off-roadway applications subject to occasional non-deliberate heavy vehicular traffic.
Example: Sidewalks in residential or public areas where heavy vehicle traffic is unlikely, but may occur.
TIER 22: Driveway, parking lot, and off-roadway applications subject to occasional non-deliberate heavy vehicular traffic.
Example: Non-paved median between a divided highway or non-paved shoulder area.
AASHTO H-20: Deliberate vehicular traffic applications.
Example: Within streets, highways and paved shoulders along highways.
ANSI 77 Testing Requirements
- Environmental Tests: Chemical Resistance, Sun Exposure, Water Absorption & Flammability
- Structural Tests: Three position testing of Lateral Sidewall Pressure, Vertical Sidewall Load, Cover Vertical Load
Table of ANSI 77 Design/Test Loads
Application | Loading Requirements | |||
Light Duty | Vertical | Test Load | 13.3kN | 3000 pounds |
TIER 5 |
Vertical
Lateral |
Design Load Test Load Design Load Test Load |
22.2 kN 33.3 kN 28.7 kPa 43.1 kPa |
5000 pounds 7500 pounds 600 pounds/sq.ft. 900 pounds/sq.ft. (1800/2700 pounds/ lateral load plate) |
TIER 8 |
Vertical
Lateral |
Design Load Test Load Design Load Test Load |
35.6 kN 53.4 kN 28.7 kPa 43.1 kPa |
8000 pounds
12000 pounds
600 pounds/sq.ft.
900 pounds/sq.ft. (1800/2700 pounds/ lateral load plate)
|
TIER 15 |
Vertical
Lateral |
Design Load Test Load Design Load Test Load |
66.7 kN
100.1 kN
38.3 kPa
57.5 kPa
|
15000 pounds
22500 pounds
800 pounds/sq.ft.
1200 pounds/sq.ft. (2400/3600 pounds/ lateral load plate)
|
TIER 22 |
Vertical
Lateral |
Design Load Test Load Design Load Test Load |
100.1 kN
150.1 kN
38.3 kPa
57.5 kPa
|
22500 pounds
33750 pounds
800 pounds/sq.ft.
1200 pounds/sq.ft. (2400/3600 pounds/ lateral load plate)
|
AASHTO H-20 |
Certified precast concrete, cast iron, or AASHTO recognized materials. Polymer composite test provisions do not exist and are not recognized by AASHTO.
|
- Coefficient of Friction Testing for slip resistance (covers) of minimum of 0.50 as determined by ASTM 1028-06 Section 8.
- Torque Value of Fastening Devices.