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SH 361-03- LM 0.74 over STRAIGHT LAKE

Map 

Coordinates:
+36.13444, -91.07556
36°08'04" N, 91°04'32" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SH 361-03- LM 0.74 over STRAIGHT LAKE
Structure number:000000000006394
Location:3.63 MI N & E JCT SH 117
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:80.1 ft. [24.4 m]
Total length:440.0 ft. [134.1 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Owner:State Highway Agency [01]
Year built:1992
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span 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: April 2015 

Status:Open, no restriction [A]
Average daily traffic:620 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:None present but re-evaluation suggested [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:59.8 tons [54.4 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:93.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201593.3Not deficientVery GoodVery GoodVery Good620
May 201393.3Not deficientVery GoodVery GoodVery Good620
May 201193.4Not deficientVery GoodVery GoodVery Good460
April 200993.4Not deficientVery GoodVery GoodVery Good460
April 200793.5Not deficientVery GoodExcellentExcellent450
April 200593.3Not deficientVery GoodExcellentExcellent560
May 200393.4Not deficientVery GoodExcellentExcellent540
March 200194.5Not deficientExcellentExcellentExcellent390
March 199994.5Not deficientExcellentExcellentExcellent390
January 199795.0Not deficientExcellentExcellentExcellent21
February 199595.0Not deficientExcellentExcellentExcellent21
March 199395.0Not deficientExcellentExcellentExcellent21