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R1-0 E TO OAKWOOD over HALSEY AVENUE

Map 

Coordinates:
+34.74703, -86.57835
34°44'49" N, 86°34'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:R1-0 E TO OAKWOOD over HALSEY AVENUE
Structure number:015957
Location:3.4 MI E JCT I565 * SR 53
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:109.9 ft. [33.5 m]
Total length:270.0 ft. [82.3 m]
Roadway width between curbs:24.9 ft. [7.6 m]
Deck width edge-to-edge:27.6 ft. [8.4 m]
Vertical clearance below bridge:17.4 ft. [5.3 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1991
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:3
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: June 2015 

Status:Open, no restriction [A]
Average daily traffic:4,592 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
Underclearances appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:57.5 tons [52.3 metric tons]
Inventory rating:34.5 tons [31.4 metric tons]
Sufficiency rating:97.2
Estimated cost of work:$1,921,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201597.2Not deficientVery GoodGoodVery Good4592
June 201397.3Not deficientVery GoodGoodVery Good4415
June 201197.2Not deficientVery GoodVery GoodVery Good4536
June 200995.8Not deficientVery GoodVery GoodVery Good19835
June 200797.6Not deficientVery GoodVery GoodVery Good4376
June 200597.6Not deficientVery GoodVery GoodVery Good4013
June 200397.6Not deficientVery GoodVery GoodVery Good3816
May 200197.6Not deficientVery GoodVery GoodVery Good3816
May 199995.9Not deficientVery GoodVery GoodVery Good12100
July 199795.9Not deficientVery GoodVery GoodVery Good12100
July 199596.1Not deficientVery GoodVery GoodVery Good11402
August 199396.2Not deficientVery GoodVery GoodVery Good10757