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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 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,200 [as of 2015]
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:47.9 tons [43.5 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:94.6
Estimated cost of work:$2,856,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201694.6FairGoodGoodSatisfactory-4200
November 201494.6FairGoodGoodSatisfactory-4200
November 201294.4FairGoodGoodSatisfactory-6000
November 201072.8FairGoodGoodSatisfactory-5900
November 200872.8FairGoodGoodSatisfactory-5900
December 200672.9FairGoodGoodSatisfactory-5000
December 200474.9FairGoodGoodSatisfactory-5000
December 200274.9GoodGoodGoodGood-4700
January 200174.9GoodGoodGoodGood-4700
February 199975.1GoodGoodGoodGood-4700
February 199774.9GoodGoodGoodGood-4675
January 199575.1GoodGoodGoodGood-4650
February 199375.1GoodGoodGoodGood-4600
February 199182.2GoodGoodGoodGood-4500