SH 361-03- LM 0.74 over STRAIGHT LAKE


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


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 

Good/Fair/Poor Condition:Good
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201593.3GoodVery GoodVery GoodVery Good-620
May 201393.3GoodVery GoodVery GoodVery Good-620
May 201193.4GoodVery GoodVery GoodVery Good-460
April 200993.4GoodVery GoodVery GoodVery Good-460
April 200793.5GoodVery GoodExcellentExcellent-450
April 200593.3GoodVery GoodExcellentExcellent-560
May 200393.4GoodVery GoodExcellentExcellent-540
March 200194.5GoodExcellentExcellentExcellent-390
March 199994.5GoodExcellentExcellentExcellent-390
January 199795.0GoodExcellentExcellentExcellent-21
February 199595.0GoodExcellentExcellentExcellent-21
March 199395.0GoodExcellentExcellentExcellent-21