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CO RD 1650-E over TRIMBLE CREEK

Map

Coordinates:
+35.51069, -92.64847
35°30'38" N, 92°38'54" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CO RD 1650-E over TRIMBLE CREEK
Structure number:0000000000M3017
Location:2.36 MI W JCT SH 95
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:15.1 ft. [4.6 m]
Total length:29.9 ft. [9.1 m]
Roadway width between curbs:21.0 ft. [6.4 m]
Deck width edge-to-edge:22.0 ft. [6.7 m]
Owner:County Highway Agency [02]
Year built:1940
Year reconstructed:1966
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 9 / H 10 [1]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:150 [as of 1991]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:61.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2016FairGoodGoodFair15061.0
October 2014FairGoodGoodFair15069.5
October 2012FairGoodGoodFair15060.0
October 2010FairGoodGoodFair15060.0
October 2008FairGoodGoodFair15060.0
October 2006FairGoodGoodSatisfactory15070.1
October 2004GoodGoodGoodGood15070.1
November 2002GoodVery GoodVery GoodGood15069.9
November 2000GoodVery GoodVery GoodVery Good15069.9
October 1998GoodVery GoodVery GoodVery Good15069.9
December 1996GoodVery GoodVery GoodVery Good15069.9
October 1994GoodVery GoodVery GoodVery Good15069.4
December 1992GoodVery GoodVery GoodVery Good15069.4
October 1990GoodVery GoodVery GoodVery Good15069.4