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OWENS DR SE over FAGAN CREEK

Map 

Coordinates:
+34.72366, -86.56287
34°43'25" N, 86°33'46" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:OWENS DR SE over FAGAN CREEK
Structure number:011012
Old structure number:0000022145M0030 (from 1992 edition)
Location:1218 OWENS DRIVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:16.1 ft. [4.9 m]
Total length:65.9 ft. [20.1 m]
Roadway width between curbs:30.8 ft. [9.4 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Skew angle:45°
Owner:City or Municipal Highway Agency [04]
Year built:1973
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:4
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: September 2014 

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:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
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:45.4 tons [41.3 metric tons]
Inventory rating:27.3 tons [24.8 metric tons]
Sufficiency rating:87.6
Estimated cost of work:$1,620,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201487.6Not deficient---1000
September 201287.6Not deficient---1000
September 201087.6Not deficient---1000
September 200872.9Not deficient---1000
October 200672.9Not deficient---1000
October 200472.9Not deficient---1000
November 200262.8Not deficient---4660
December 200062.8Not deficient---4660
November 199863.0Not deficient---4660
December 199662.8Not deficient---4650
December 199464.0Not deficient---4610
January 199364.0Not deficient---4600
December 199071.1Not deficient---4500