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LAWRENCE ST over I85

Map

Coordinates:
+32.36775, -86.30581
32°22'04" N, 86°18'21" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:LAWRENCE ST over I85
Structure number:009003
Old structure number:00000I855100090 (from 1992 edition)
Location:1.0 MI N OF I65
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Collector (Urban) [17]
Length of largest span:63.0 ft. [19.2 m]
Total length:229.0 ft. [69.8 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:57.1 ft. [17.4 m]
Vertical clearance below bridge:16.7 ft. [5.1 m]
Owner:State Highway Agency [01]
Year built:1966
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:Concrete continuous [2]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,747 [as of 2003]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 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:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:72.6 tons [66.0 metric tons]
Inventory rating:43.8 tons [39.8 metric tons]
Sufficiency rating:75.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$3,451,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201575.5FairSatisfactoryGoodGoodFO3747
June 201375.5GoodGoodGoodGoodFO3747
June 201175.5GoodGoodGoodGoodFO3747
June 200975.5GoodGoodGoodGoodFO3747
June 200775.5GoodGoodGoodGoodFO3747
June 200575.5GoodGoodGoodGoodFO3747
April 200375.6GoodGoodGoodGoodFO3469
March 200175.6GoodGoodGoodGoodFO3469
March 199975.2GoodGoodGoodGoodFO6270
March 199777.3GoodGoodGoodGoodFO6000
February 199577.4GoodGoodGoodGoodFO6000
April 199378.4GoodGoodGoodGoodFO6000
April 199178.4GoodGoodVery GoodVery GoodFO6000