Share:

AVE F over VILLAGE CREEK

Map

Coordinates:
+33.52119, -86.88903
33°31'16" N, 86°53'20" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:AVE F over VILLAGE CREEK
Structure number:000075
Location:AVENUE F ENS * VILLAGE CK
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:24.0 ft. [7.3 m]
Total length:109.6 ft. [33.4 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:35.4 ft. [10.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1913
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:5
Main spans material:Concrete continuous [2]
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:Posted for load [P]
Average daily traffic:8,000 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
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:29.9 tons [27.2 metric tons]
Inventory rating:22.4 tons [20.4 metric tons]
Sufficiency rating:47.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,115,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201647.6FairFairFairSatisfactoryFO8000
September 201447.6FairFairFairSatisfactoryFO8000
October 201347.6FairFairFairSatisfactoryFO8000
October 201247.6FairFairFairSatisfactoryFO8000
March 201257.3FairSatisfactorySatisfactorySatisfactoryFO8000
October 201033.8FairSatisfactorySatisfactorySatisfactorySD8000
October 200833.8FairSatisfactorySatisfactorySatisfactorySD8000
April 200633.8FairSatisfactorySatisfactorySatisfactorySD8000
November 200433.8FairSatisfactorySatisfactorySatisfactorySD8000
July 200233.8FairSatisfactorySatisfactorySatisfactorySD8000
August 200033.8FairSatisfactorySatisfactorySatisfactorySD8000
October 199833.8FairSatisfactorySatisfactorySatisfactorySD8000
October 199633.5FairSatisfactorySatisfactorySatisfactorySD8000
December 199433.9FairSatisfactorySatisfactorySatisfactorySD8000
December 199218.3FairFairFairFairSD8000