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LOMB AVE over VALLEY CREEK

Map

Coordinates:
+33.55000, -86.88333
33°32'60" N, 86°52'60" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LOMB AVE over VALLEY CREEK
Structure number:000902
Location:LOMB AVE * VALLEY CREEK
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:26.2 ft. [8.0 m]
Total length:74.5 ft. [22.7 m]
Roadway width between curbs:57.1 ft. [17.4 m]
Deck width edge-to-edge:68.9 ft. [21.0 m]
Skew angle:45°
Owner:City or Municipal Highway Agency [04]
Year built:1931
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:16,000 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:47.9 tons [43.5 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:89.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,586,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201689.4FairSatisfactorySatisfactorySatisfactory-16000
September 201489.4FairSatisfactorySatisfactorySatisfactory-16000
October 201289.4FairSatisfactorySatisfactorySatisfactory-16000
October 201067.3FairSatisfactorySatisfactorySatisfactory-16000
October 200867.3FairSatisfactorySatisfactorySatisfactory-16000
May 200667.3FairSatisfactorySatisfactorySatisfactory-16000
October 200467.3FairSatisfactorySatisfactorySatisfactory-16000
June 200267.3FairSatisfactorySatisfactorySatisfactory-16000
June 200067.3FairSatisfactorySatisfactorySatisfactory-16000
October 199866.4FairSatisfactorySatisfactorySatisfactory-16000
October 199666.2FairSatisfactorySatisfactorySatisfactory-16000
December 199466.0FairSatisfactorySatisfactorySatisfactory-16000
December 199266.0FairSatisfactorySatisfactorySatisfactory-16000