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CHURCH ST NW over PINHOOK CREEK

Map 

Coordinates:
+34.73828, -86.59355
34°44'18" N, 86°35'37" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CHURCH ST NW over PINHOOK CREEK
Structure number:003521
Old structure number:0000011745M0020 (from 1992 edition)
Location:CHURCH * PEGRAM NW
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:25.3 ft. [7.7 m]
Total length:81.0 ft. [24.7 m]
Roadway width between curbs:31.5 ft. [9.6 m]
Deck width edge-to-edge:44.6 ft. [13.6 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1930
Year reconstructed:1950
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:3
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2016 

Good/Fair/Poor Condition:Fair
Status:Open, would be posted or closed except for temporary shoring [D]
Average daily traffic:9,000 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 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 corrrective action [3]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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 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:74.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,110,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201674.9FairFairFairFairFO9000
September 201474.9FairFairFairFairFO9000
September 201374.9FairFairFairFairFO9000
September 201275.1FairFairFairFairFO7000
September 201174.7FairFairFairFairFO10200
September 201028.0FairFairFairFairSD10200
September 200828.0FairFairFairFairSD10200
November 200621.0PoorPoorFairPoorSD14130
November 200439.6PoorFairFairPoorSD14130
November 200239.6PoorFairSatisfactoryPoorSD14130
January 200139.6PoorFairSatisfactoryPoorSD14130
March 199939.8PoorFairSatisfactoryPoorSD14130
January 199739.6PoorFairSatisfactoryPoorSD14100
January 199541.8PoorFairSatisfactoryPoorSD14050
February 199355.8FairSatisfactorySatisfactoryFairFO14000
March 199163.1FairSatisfactorySatisfactoryFairFO13900