Share:

CLAY ST. over I65

Map 

Coordinates:
+32.37639, -86.32186
32°22'35" N, 86°19'19" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CLAY ST. over I65
Structure number:010879
Old structure number:00000I655101300 (from 1992 edition)
Location:0.1 MI.S.OF BELL ST
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Collector (Urban) [17]
Length of largest span:69.9 ft. [21.3 m]
Total length:266.1 ft. [81.1 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:51.2 ft. [15.6 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Owner:State Highway Agency [01]
Year built:1973
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 [3]
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: May 2015 

Status:Open, no restriction [A]
Average daily traffic:8,781 [as of 2003]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:97.8 tons [88.9 metric tons]
Inventory rating:59.6 tons [54.2 metric tons]
Sufficiency rating:67.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$3,520,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201567.8Not deficientSatisfactoryFairSatisfactory8781
May 201367.8Not deficientSatisfactoryFairSatisfactory8781
May 201167.8Not deficientGoodFairSatisfactory8781
May 200967.8Not deficientGoodFairGood8781
May 200779.0Not deficientGoodSatisfactoryGood8781
May 200579.0Not deficientGoodSatisfactoryGood8781
May 200379.1Not deficientGoodSatisfactoryGood7924
April 200179.1Not deficientGoodSatisfactoryGood7924
April 199977.1Not deficientGoodSatisfactoryGood7532
April 199775.1Functionally obsoleteGoodSatisfactoryGood7180
April 199577.5Not deficientGoodGoodGood5585
March 199380.5Not deficientGoodGoodGood5000
January 199180.5Not deficientVery GoodGoodVery Good5000