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WINDHAM over DALLAS CREEK

Map 

Coordinates:
+34.74688, -86.56750
34°44'49" N, 86°34'03" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WINDHAM over DALLAS CREEK
Structure number:010426
Old structure number:0000021345M0030 (from 1992 edition)
Location:WINDHAM * HALSEY
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:12.1 ft. [3.7 m]
Total length:35.1 ft. [10.7 m]
Roadway width between curbs:46.9 ft. [14.3 m]
Deck width edge-to-edge:55.1 ft. [16.8 m]
Skew angle:45°
Owner:City or Municipal Highway Agency [04]
Year built:1970
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:500 [as of 2011]
Truck traffic:1% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
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:58.1 tons [52.8 metric tons]
Inventory rating:34.8 tons [31.6 metric tons]
Sufficiency rating:96.7
Estimated cost of work:$1,065,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201496.7Not deficient---500
May 201296.7Not deficient---500
May 201096.7Not deficient---500
May 200876.5Not deficient---500
September 200675.2Not deficient---2900
September 200475.3Not deficient---2000
September 200275.1Not deficient---3860
October 200075.0Not deficient---3860
October 199875.2Not deficient---3860
January 199775.0Not deficient---3850
December 199475.1Not deficient---3800
January 199374.2Not deficient---3700
December 199082.3Not deficient---3600