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RUSSELL over DALLAS CREEK

Map 

Coordinates:
+34.74596, -86.57536
34°44'45" N, 86°34'31" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RUSSELL over DALLAS CREEK
Structure number:010627
Old structure number:0000018945M0060 (from 1992 edition)
Location:RUSSELL * RISON
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:34.1 ft. [10.4 m]
Roadway width between curbs:85.6 ft. [26.1 m]
Deck width edge-to-edge:90.2 ft. [27.5 m]
Skew angle:45°
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:850 [as of 2013]
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:Equal to present minimum criteria [6]
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:70.5 tons [64.1 metric tons]
Inventory rating:42.4 tons [38.5 metric tons]
Sufficiency rating:96.9
Estimated cost of work:$1,384,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201496.9Not deficient---850
May 201296.9Not deficient---850
May 201096.9Not deficient---850
May 200875.4Not deficient---850
September 200675.4Not deficient---850
September 200475.3Not deficient---2000
September 200275.1Not deficient---3500
October 200074.9Not deficient---5230
October 199875.1Not deficient---5230
January 199774.9Not deficient---5230
December 199475.0Not deficient---5225
January 199375.0Not deficient---5200
December 199082.1Not deficient---5100