Page 278 - Bridge and Highway Structure Rehabilitation and Repair
P. 278
CHAPTER 6 APPLICATIONS OF BRIDGE DESIGN AND RATING METHODS 253
Table 6.8 Typical format for computation of unfactored dead loads
and wind loads (continued).
Length = 70 ft
Weight = 150 lb/ft3
Depth 4 ft
8 Bearings
Weight = 300 lbs
Number = 10
9 Suspended Backwall
Width 2 ft
Length = 70 ft
Weight = 150 lb/ft3
Depth 4 ft
10 Relief Slab
Width = 5 ft
Thickness = 1.5 ft
Length = 70 ft
Weight = 150 lb/ft3
Total DC1
FWS
Thickness = 2.5 in
Length = 70 ft
Weight = 150 lb/ft3
Width = 63.75 ft
With Stem
Without Stem
Load on Abutment
Pile Loads
Pile Cap Thk. = 2.5 ft
* Assumed data for a typical slab and beam bridge. (continued on next page)
