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MAX LUTHER over PINHOOK CREEK

Map 

Coordinates:
+34.75749, -86.59006
34°45'27" N, 86°35'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:MAX LUTHER over PINHOOK CREEK
Structure number:007490
Old structure number:0000015845M0050 (from 1992 edition)
Location:WEST OF NORTH PARK
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:29.9 ft. [9.1 m]
Total length:149.9 ft. [45.7 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:68.2 ft. [20.8 m]
Skew angle:45°
Owner:City or Municipal Highway Agency [04]
Year built:1961
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:5
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: November 2014 

Status:Open, no restriction [A]
Average daily traffic:4,200 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Good [7 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 the assessed or calculated scour condition. [8]
Operating rating:48.0 tons [43.6 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:94.6
Estimated cost of work:$3,901,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201494.6Not deficientGoodGoodSatisfactory4200
November 201294.4Not deficientGoodGoodSatisfactory6000
November 201072.8Not deficientGoodGoodSatisfactory5900
November 200872.8Not deficientGoodGoodSatisfactory5900
December 200672.9Not deficientGoodGoodSatisfactory5000
December 200474.9Not deficientGoodGoodSatisfactory5000
December 200274.9Not deficientGoodGoodGood4700
January 200174.9Not deficientGoodGoodGood4700
February 199975.1Not deficientGoodGoodGood4700
February 199774.9Not deficientGoodGoodGood4675
January 199575.1Not deficientGoodGoodGood4650
February 199375.1Not deficientGoodGoodGood4600
February 199182.2Not deficientGoodGoodGood4500