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ADAMS over FAGAN CREEK

Map 

Coordinates:
+34.72261, -86.57490
34°43'21" N, 86°34'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ADAMS over FAGAN CREEK
Structure number:011008
Old structure number:0000019345M0010 (from 1992 edition)
Location:ADAMS * LOWELL
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:14.1 ft. [4.3 m]
Total length:58.1 ft. [17.7 m]
Roadway width between curbs:28.9 ft. [8.8 m]
Deck width edge-to-edge:44.6 ft. [13.6 m]
Skew angle:30°
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:Better than present minimum criteria [7]
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:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:71.9 tons [65.4 metric tons]
Inventory rating:43.1 tons [39.2 metric tons]
Sufficiency rating:89.7
Estimated cost of work:$1,118,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201489.7Not deficient---1000
September 201289.6Not deficient---1100
September 201079.6Not deficient---3575
September 200857.9Not deficient---3575
December 200657.9Not deficient---3575
December 200457.9Not deficient---3575
December 200257.9Not deficient---3575
November 200057.9Not deficient---3575
October 199858.1Not deficient---3575
December 199657.9Not deficient---3565
December 199458.0Not deficient---3515
January 199358.0Not deficient---3500
December 199065.2Not deficient---3400