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PRATT over PINHOOK CREEK

Map 

Coordinates:
+34.73992, -86.59152
34°44'24" N, 86°35'29" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:PRATT over PINHOOK CREEK
Structure number:008439
Old structure number:0000013045M0010 (from 1992 edition)
Location:PRATT * PEGRAM
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:34.1 ft. [10.4 m]
Total length:68.2 ft. [20.8 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:63.7 ft. [19.4 m]
Skew angle:21°
Owner:City or Municipal Highway Agency [04]
Year built:1964
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:12,600 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
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:Better than present minimum criteria [7]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:76.5
Estimated cost of work:$1,355,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201676.5FairSatisfactoryGoodSatisfactory-12600
September 201476.6GoodGoodGoodGood-11700
September 201276.4GoodGoodGoodGood-13400
September 201052.6GoodGoodGoodGood-22000
September 200852.6GoodGoodGoodGood-22000
November 200652.6GoodGoodGoodGood-22000
November 200453.7GoodGoodGoodGood-22000
November 200256.4GoodGoodGoodGood-12200
January 200156.4GoodGoodGoodGood-12200
January 199956.6GoodGoodGoodGood-12200
January 199756.4GoodGoodGoodGood-12175
January 199556.9GoodGoodGoodGood-12150
February 199355.8GoodGoodGoodGood-12100
March 199163.1FairGoodGoodSatisfactory-12000