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CECIL FAIN DR over PINHOOK CREEK

Map 

Coordinates:
+34.79709, -86.61029
34°47'50" N, 86°36'37" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CECIL FAIN DR over PINHOOK CREEK
Structure number:010069
Old structure number:0000007345M0020 (from 1992 edition)
Location:CECIL FAIN AT PINHOOK CRK
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:16.1 ft. [4.9 m]
Total length:48.9 ft. [14.9 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:55.8 ft. [17.0 m]
Skew angle:45°
Owner:City or Municipal Highway Agency [04]
Year built:1969
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:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: April 2014 

Status:Open, no restriction [A]
Average daily traffic:2,000 [as of 2011]
Truck traffic:1% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:52.3 tons [47.5 metric tons]
Inventory rating:31.4 tons [28.5 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:75.2
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,614,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201475.2Functionally obsolete---2000
April 201275.2Functionally obsolete---2000
April 201075.2Functionally obsolete---2000
April 200856.2Functionally obsolete---2000
September 200656.2Functionally obsolete---2000
September 200456.2Functionally obsolete---2000
September 200256.3Functionally obsolete---1570
January 200156.2Functionally obsolete---1570
December 199856.4Functionally obsolete---1570
January 199756.2Functionally obsolete---1565
December 199456.3Functionally obsolete---1550
January 199356.3Functionally obsolete---1500
February 199163.4Functionally obsolete---1400