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WASHINGTON STREET over SOU RR * CLEVELAND ST

Map 

Coordinates:
+34.73635, -86.58904
34°44'11" N, 86°35'21" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WASHINGTON STREET over SOU RR * CLEVELAND ST
Structure number:015058
Location:.1 M S JCT WASH ST * I565
Purpose:Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:157.2 ft. [47.9 m]
Total length:450.2 ft. [137.2 m]
Roadway width between curbs:66.6 ft. [20.3 m]
Deck width edge-to-edge:74.2 ft. [22.6 m]
Vertical clearance below bridge:21.0 ft. [6.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:1990
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:4
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2015 

Status:Open, no restriction [A]
Average daily traffic:8,600 [as of 2013]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present desirable criteria [8]
Underclearances 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: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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:47.9 tons [43.5 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:98.2
Estimated cost of work:$8,119,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201598.2Not deficientGoodGoodGood8600
April 201398.2Not deficientGoodGoodGood8600
April 201198.3Not deficientGoodGoodGood7500
April 200998.3Not deficientGoodGoodGood7500
June 200798.6Not deficientGoodGoodGood4450
July 200598.6Not deficientGoodGoodGood4450
August 200398.6Not deficientGoodVery GoodVery Good4450
July 200198.6Not deficientGoodVery GoodVery Good4450
May 199999.6Not deficientGoodVery GoodVery Good4400
July 199799.6Not deficientGoodVery GoodVery Good4400
August 199598.4Not deficientGoodVery GoodVery Good21500
September 199398.4Not deficientGoodVery GoodVery Good20839
October 199196.5Not deficientVery GoodVery GoodVery Good20430