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THE LOOP over JAMES RVR

Map

Coordinates:
+36.93919, -93.38582
36°56'21" N, 93°23'09" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:THE LOOP over JAMES RVR
Structure number:16809
Old structure number:133R003 104 (from 1992 edition)
Location:S 19 T 26 N R 22 W
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:89.9 ft. [27.4 m]
Total length:317.9 ft. [96.9 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.6 ft. [8.1 m]
Owner:County Highway Agency [02]
Year built:1990
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:4
Main spans material:Prestressed concrete continuous [6]
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: February 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:200 [as of 2017]
Truck traffic:10% of total traffic
Deck condition:Very Good [8 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:94.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017GoodVery GoodGoodGood20094.5
February 2015GoodVery GoodGoodGood20094.5
February 2013GoodVery GoodGoodGood20094.5
February 2011GoodVery GoodGoodGood20094.5
March 2009GoodVery GoodGoodGood50100.0
June 2007GoodVery GoodGoodGood50100.0
June 2005GoodExcellentGoodGood50100.0
May 2003GoodExcellentExcellentGood50100.0
March 2001GoodExcellentExcellentGood50100.0
April 1999GoodExcellentExcellentGood50100.0
November 1991GoodExcellentExcellentExcellent50100.0