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SH 60 over US65B, RRBent.-Sevr. Rd

Map

Coordinates:
+35.07750, -92.43861
35°04'39" N, 92°26'19" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:SH 60 over US65B, RRBent.-Sevr. Rd
Structure number:000000000006583
Location:JCT US 65B SH 365
Purpose:Carries highway over highway and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:142.1 ft. [43.3 m]
Total length:421.9 ft. [128.6 m]
Roadway width between curbs:58.1 ft. [17.7 m]
Deck width edge-to-edge:72.8 ft. [22.2 m]
Vertical clearance below bridge:21.7 ft. [6.6 m]
Skew angle:25°
Owner:State Highway Agency [01]
Year built:1996
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
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: September 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:33,000 [as of 2014]
Truck traffic:1% 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:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Pier/abutment protection:None present but re-evaluation suggested [5]
Scour condition:Bridge not over waterway. [N]
Operating rating:53.9 tons [49.0 metric tons]
Inventory rating:32.9 tons [29.9 metric tons]
Sufficiency rating:75.7

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201675.7GoodGoodGoodGoodFO33000
September 201471.4GoodGoodGoodGoodFO33000
September 201271.8GoodGoodGoodGoodFO30000
September 201071.8GoodGoodGoodGoodFO30000
September 200872.4GoodGoodGoodGoodFO30000
September 200662.3GoodGoodGoodGoodFO24600
September 200462.6GoodVery GoodVery GoodVery Good-22700
March 200366.7GoodExcellentExcellentExcellent-22000
June 200266.7GoodExcellentExcellentExcellent-22000
April 200067.2GoodExcellentExcellentExcellent-18000
May 199867.2GoodExcellentExcellentExcellent-18000
June 199696.0GoodExcellentExcellentExcellent-4