Share:

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 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,000 [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: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:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:52.1 tons [47.4 metric tons]
Inventory rating:31.4 tons [28.5 metric tons]
Sufficiency rating:78.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,185,000

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
April 201678.4Fair6 out of 10FO1000
April 201475.2Good7 out of 10FO2000
April 201275.2Good7 out of 10FO2000
April 201075.2Good7 out of 10FO2000
April 200856.2Good7 out of 10FO2000
September 200656.2Good7 out of 10FO2000
September 200456.2Good7 out of 10FO2000
September 200256.3Good7 out of 10FO1570
January 200156.2Good7 out of 10FO1570
December 199856.4Good7 out of 10FO1570
January 199756.2Good7 out of 10FO1565
December 199456.3Good7 out of 10FO1550
January 199356.3Good7 out of 10FO1500
February 199163.4Good7 out of 10FO1400