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DALTON DR over ROEBUCK BRANCH

Map 

Coordinates:
+33.00000, -86.00000
33°00'00" N, 86°00'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:DALTON DR over ROEBUCK BRANCH
Structure number:014334
Location:DALTON DR * RED LANE ROAD
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:13.1 ft. [4.0 m]
Total length:25.6 ft. [7.8 m]
Roadway width between curbs:39.4 ft. [12.0 m]
Deck width edge-to-edge:56.8 ft. [17.3 m]
Skew angle:28°
Owner:City or Municipal Highway Agency [04]
Year built:1940
Year reconstructed:1988
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: September 2014 

Status:Open, no restriction [A]
Average daily traffic:500 [as of 2014]
Truck traffic:1% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:36.0 tons [32.7 metric tons]
Inventory rating:26.0 tons [23.6 metric tons]
Sufficiency rating:85.0
Estimated cost of work:$801,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201485.0Not deficient---500
November 201273.0Not deficient---500
November 201070.0Not deficient---500
November 200873.0Not deficient---500
December 200669.0Not deficient---500
December 200479.5Not deficient---500
September 200279.5Not deficient---500
September 200079.5Not deficient---500
November 199879.7Not deficient---500
November 199679.5Not deficient---500
October 199479.5Not deficient---500
October 199279.5Not deficient---500