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COLEMAN over DALLAS CREEK

Map 

Coordinates:
+34.74550, -86.57409
34°44'44" N, 86°34'27" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:COLEMAN over DALLAS CREEK
Structure number:010629
Old structure number:0000019745M0040 (from 1992 edition)
Location:COLEMAN
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:11.2 ft. [3.4 m]
Total length:35.1 ft. [10.7 m]
Roadway width between curbs:26.6 ft. [8.1 m]
Deck width edge-to-edge:37.1 ft. [11.3 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1971
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:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: May 2014 

Status:Open, no restriction [A]
Average daily traffic:350 [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:56.1 tons [51.0 metric tons]
Inventory rating:33.7 tons [30.6 metric tons]
Sufficiency rating:92.2
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$600,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201492.2Not deficient---350
May 201292.2Not deficient---350
May 201092.2Not deficient---350
May 200872.5Not deficient---350
September 200671.4Not deficient---750
September 200471.4Not deficient---750
September 200261.2Functionally obsolete---2060
October 200061.2Functionally obsolete---2060
October 199861.4Functionally obsolete---2060
January 199761.2Functionally obsolete---2055
December 199461.0Functionally obsolete---2050
January 199363.0Not deficient---2000
December 199070.1Not deficient---1900