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JORDAN RD (CITY) over JORDAN CREEK

Map 

Coordinates:
+34.98333, -86.48333
34°58'60" N, 86°28'60" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:JORDAN RD (CITY) over JORDAN CREEK
Structure number:014076
Old structure number:0000042445157Z0 (from 1992 edition)
Location:1.0 MI NW CO RD 1322
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:9.8 ft. [3.0 m]
Total length:32.2 ft. [9.8 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:44.9 ft. [13.7 m]
Owner:City or Municipal Highway Agency [04]
Year built:1943
Year reconstructed:1987
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: November 2014 

Status:Open, no restriction [A]
Average daily traffic:1,800 [as of 2013]
Truck traffic:1% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
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:84.9 tons [77.2 metric tons]
Inventory rating:50.9 tons [46.3 metric tons]
Sufficiency rating:94.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$631,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201494.1Not deficient---1800
November 201294.1Not deficient---1800
November 201075.2Functionally obsolete---1220
November 200875.2Functionally obsolete---1220
November 200675.2Functionally obsolete---1220
November 200475.2Functionally obsolete---1220
November 200275.2Functionally obsolete---1220
December 200075.2Functionally obsolete---1220
November 199875.2Functionally obsolete---1190
January 199796.4Not deficient---1150
March 199596.4Not deficient---1100
February 199399.4Not deficient---1050
January 199199.4Not deficient---1050