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STRINGFIELD RD over PINHOOK CREEK

Map 

Coordinates:
+34.77844, -86.60458
34°46'42" N, 86°36'16" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:STRINGFIELD RD over PINHOOK CREEK
Structure number:006405
Old structure number:0000019045M0210 (from 1992 edition)
Location:STRINGFIELD * MARYMONT
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:11.2 ft. [3.4 m]
Total length:24.0 ft. [7.3 m]
Roadway width between curbs:29.5 ft. [9.0 m]
Deck width edge-to-edge:31.2 ft. [9.5 m]
Skew angle:20°
Owner:City or Municipal Highway Agency [04]
Year built:1958
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:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: October 2014 

Status:Open, no restriction [A]
Average daily traffic:4,000 [as of 2013]
Truck traffic:1% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:47.2 tons [42.9 metric tons]
Inventory rating:28.3 tons [25.7 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:74.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$713,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201474.8Functionally obsolete---4000
October 201274.8Functionally obsolete---4300
October 201074.8Functionally obsolete---4300
October 200859.0Functionally obsolete---2800
November 200659.0Functionally obsolete---2800
November 200459.0Functionally obsolete---2800
November 200259.0Functionally obsolete---2800
January 200161.0Not deficient---2800
December 199861.2Not deficient---2800
November 199658.1Not deficient---2775
December 199458.2Not deficient---2725
February 199368.5Not deficient---2700
February 199175.6Not deficient---2600