Share:

WASHINGTON ST over DALLAS CREEK

Map 

Coordinates:
+34.73333, -86.58333
34°43'60" N, 86°34'60" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WASHINGTON ST over DALLAS CREEK
Structure number:010797
Old structure number:0000014145M0100 (from 1992 edition)
Location:WASHINGTON * DALLAS CREEK
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:9.8 ft. [3.0 m]
Total length:30.8 ft. [9.4 m]
Roadway width between curbs:46.6 ft. [14.2 m]
Deck width edge-to-edge:56.8 ft. [17.3 m]
Owner:City or Municipal Highway Agency [04]
Year built:1972
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]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:7,500 [as of 2013]
Truck traffic:1% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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:Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:36.0 tons [32.7 metric tons]
Inventory rating:26.0 tons [23.6 metric tons]
Sufficiency rating:57.2
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$582,000

Previous Inspections 

DateSuff. RatingConditionCulvert ConditionSD/FOADT
April 201657.2Fair5 out of 10FO7500
April 201457.2Fair5 out of 10FO7500
April 201247.8Fair5 out of 10FO7500
April 201047.8Fair5 out of 10FO7500
April 200847.8Fair5 out of 10FO7500
September 200647.9Fair5 out of 10FO7000
September 200454.1Fair6 out of 10FO13685
December 200254.1Good7 out of 10FO13685
November 200054.1Good7 out of 10FO13685
October 199854.3Good7 out of 10FO13685
December 199654.1Good7 out of 10FO13675
December 199454.6Good7 out of 10FO13625
January 199354.6Good7 out of 10FO13600
December 199061.9Good7 out of 10FO13500