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MADISON over FAGAN CREEK

Map 

Coordinates:
+34.72427, -86.58128
34°43'27" N, 86°34'53" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:MADISON over FAGAN CREEK
Structure number:011281
Old structure number:0000016145M0030 (from 1992 edition)
Location:MADISON * LOWE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:12.1 ft. [3.7 m]
Total length:49.9 ft. [15.2 m]
Roadway width between curbs:58.1 ft. [17.7 m]
Deck width edge-to-edge:69.9 ft. [21.3 m]
Skew angle:10°
Owner:City or Municipal Highway Agency [04]
Year built:1974
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: August 2014 

Status:Open, no restriction [A]
Average daily traffic:6,300 [as of 2013]
Truck traffic:1% of total traffic
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:97.9 tons [89.0 metric tons]
Inventory rating:73.7 tons [67.0 metric tons]
Sufficiency rating:95.4
Estimated cost of work:$2,543,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201495.4Not deficient---6300
August 201295.4Not deficient---6300
August 201095.2Not deficient---9000
August 200873.4Not deficient---9000
October 200673.4Not deficient---9000
October 200473.4Not deficient---9000
October 200273.4Not deficient---9000
November 200073.3Not deficient---10012
November 199873.4Not deficient---10010
December 199673.3Not deficient---10000
December 199473.5Not deficient---9950
February 199373.5Not deficient---9900
December 199080.7Not deficient---9800