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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 

Good/Fair/Poor Condition:Good
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201597.2GoodVery GoodGoodVery Good-4592
June 201397.3GoodVery GoodGoodVery Good-4415
June 201197.2GoodVery GoodVery GoodVery Good-4536
June 200995.8GoodVery GoodVery GoodVery Good-19835
June 200797.6GoodVery GoodVery GoodVery Good-4376
June 200597.6GoodVery GoodVery GoodVery Good-4013
June 200397.6GoodVery GoodVery GoodVery Good-3816
May 200197.6GoodVery GoodVery GoodVery Good-3816
May 199995.9GoodVery GoodVery GoodVery Good-12100
July 199795.9GoodVery GoodVery GoodVery Good-12100
July 199596.1GoodVery GoodVery GoodVery Good-11402
August 199396.2GoodVery GoodVery GoodVery Good-10757