Use the loadings in Table 2.1 unless a more refined analysis is performed.
Table 2.1 Miscellaneous Loads |
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|
ITEM |
UNIT |
LOAD |
|
Traffic Railing (32“ F-Shape) |
Lb/ft |
421 |
|
Traffic Railing (Median, 32” F-Shape) |
Lb/ft |
486 |
|
Traffic Railing (42“ Vertical Shape) |
Lb/ft |
587 |
|
Traffic Railing (32“ Vertical Shape) |
Lb/ft |
385 |
|
Traffic Railing (42“ F-Shape) |
Lb/ft |
624 |
|
Traffic Railing (Corral Shape) |
Lb/ft |
458 |
|
Traffic Railing / Sound Barrier (Bridge) |
Lb/ft |
1008 |
|
Pedestrian /Bicycle Railing (27" Concrete Parapet) |
Lb/ft |
225 |
|
Aluminum Pedestrian/Bicycle Bullet Railing (1, 2 or 3 rails) |
Lb/ft |
10 |
|
Concrete, Counterweight (Plain) |
Lb/cf |
146 |
|
Concrete, Structural |
Lb/cf |
150 |
|
Future Wearing Surface |
Lb/sf |
15* |
|
Soil; Compacted |
Lb/cf |
115 |
|
Stay-in-Place Metal Forms |
Lb/sf |
20** |
|
* The Future Wearing Surface allowance applies only to minor widenings (see SDG_7.2_Widening_Classifications_and_Definitions) or short bridges (see SDG 4.2. Bridge Length Definitions) ** Unit load of metal forms and concrete required to fill the form flutes to be applied over the projected plan area of the metal forms. |
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