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CULLEY DR over TRIB HANGING MOSS CR

Map

Coordinates:
+32.37795, -90.16007
32°22'41" N, 90°09'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:CULLEY DR over TRIB HANGING MOSS CR
Structure number:SA2500000000209
Location:SEC 11 T 6N R 1E
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:19.0 ft. [5.8 m]
Total length:57.1 ft. [17.4 m]
Roadway width between curbs:25.6 ft. [7.8 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1994
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:Wood or timber [7]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2016

Good/Fair/Poor Condition:Good
Status:Posted for load [P]
Average daily traffic:520 [as of 2014]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:20.8 tons [18.9 metric tons]
Inventory rating:14.9 tons [13.5 metric tons]
Sufficiency rating:63.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$156,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201663.2GoodGoodGoodGood-520
February 201463.2GoodGoodGoodGood-520
February 201263.2GoodGoodGoodGood-520
February 201063.2GoodGoodVery GoodGood-520
November 200763.2GoodVery GoodVery GoodVery Good-520
November 200563.2GoodVery GoodVery GoodVery Good-520
February 200463.2GoodVery GoodVery GoodVery Good-520
February 200259.2GoodVery GoodVery GoodVery Good-420
February 200057.2GoodVery GoodVery GoodVery Good-390
March 199857.2GoodVery GoodVery GoodVery Good-390
April 199657.2GoodVery GoodVery GoodVery Good-390