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ENGLAND ST over DALLAS CREEK

Map 

Coordinates:
+34.74527, -86.57283
34°44'43" N, 86°34'22" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ENGLAND ST over DALLAS CREEK
Structure number:010424
Old structure number:0000020545M0050 (from 1992 edition)
Location:BETWEEN RISON * STEVENS
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:33.1 ft. [10.1 m]
Roadway width between curbs:24.3 ft. [7.4 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Skew angle:15°
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:350 [as of 2013]
Truck traffic:1% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
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:49.9 tons [45.4 metric tons]
Inventory rating:29.9 tons [27.2 metric tons]
Sufficiency rating:83.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$507,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201483.1Not deficient---350
May 201283.1Not deficient---350
May 201083.1Not deficient---350
May 200866.5Not deficient---350
September 200664.4Not deficient---750
September 200464.4Not deficient---750
September 200255.7Functionally obsolete---4410
October 200055.7Functionally obsolete---4410
October 199855.9Functionally obsolete---4410
January 199755.7Functionally obsolete---4405
December 199455.9Functionally obsolete---4400
January 199355.9Functionally obsolete---4300
December 199063.1Functionally obsolete---4200