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LOCAL ROAD over KCS,MOPAC & PAC RRS

Map 

Coordinates:
+32.49417, -93.75864
32°29'39" N, 93°45'31" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.

Facts 

Name:LOCAL ROAD over KCS,MOPAC & PAC RRS
Structure number:040932295934551
Location:0.1 MI. SO. OF U.S. 80
Purpose:Carries highway over railroad
Route classification:Local (Urban) [19]
Length of largest span:80.1 ft. [24.4 m]
Total length:709.0 ft. [216.1 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:49.2 ft. [15.0 m]
Vertical clearance below bridge:20.0 ft. [6.1 m]
Skew angle:20°
Owner:City or Municipal Highway Agency [04]
Year built:1950
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 13.5 / HS 15 [3]
Number of main spans:18
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

2010 Inspection 

Status:Posted for load [P]
Average daily traffic:22,308 [as of 1979]
Deck condition:Poor [4 out of 9]
Superstructure condition:Serious [3 out of 9]
Substructure condition:Fair [5 out of 9]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge not over waterway. [N]
Operating rating:15.8 tons [14.4 metric tons]
Inventory rating:5.0 tons [4.5 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:2.0
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$2,838,000

2000 Inspection 

Status:Posted for load [P]
Average daily traffic:22,308 [as of 1979]
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:15.8 tons [14.4 metric tons]
Inventory rating:5.0 tons [4.5 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:2.0
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$2,838,000

1992 Inspection 

Status:Posted for load [P]
Average daily traffic:22,308 [as of 1979]
Deck condition:Serious [3 out of 9]
Superstructure condition:Critical [2 out of 9]
Substructure condition:Fair [5 out of 9]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Operating rating:15.8 tons [14.4 metric tons]
Inventory rating:5.0 tons [4.5 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:2.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,838,000