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RED LANE ROAD over BRANCH

Map 

Coordinates:
+33.59114, -86.70791
33°35'28" N, 86°42'28" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RED LANE ROAD over BRANCH
Structure number:006273
Old structure number:0000003537M0060 (from 1992 edition)
Location:RED LANE RD * SUNSET DR
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:12.1 ft. [3.7 m]
Total length:31.5 ft. [9.6 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:68.6 ft. [20.9 m]
Skew angle:36°
Owner:City or Municipal Highway Agency [04]
Year built:1958
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:12,000 [as of 2014]
Truck traffic:10% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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:96.9 tons [88.1 metric tons]
Inventory rating:58.2 tons [52.9 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:79.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,101,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201479.6Functionally obsolete---12000
November 201279.6Functionally obsolete---12000
November 201079.6Functionally obsolete---12000
November 200879.6Functionally obsolete---12000
October 200661.6Not deficient---12000
December 200461.6Not deficient---12000
September 200261.6Not deficient---11600
August 200061.6Not deficient---11600
November 199860.9Not deficient---11600
September 199660.7Not deficient---11600
September 199460.5Not deficient---11600
September 199260.5Not deficient---11600
September 199067.9Not deficient---11600