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CR 734 Carroll over Piney Creek

Map

Coordinates:
+36.22097, -93.50666
36°13'15" N, 93°30'24" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 734 Carroll over Piney Creek
Structure number:000000000022800
Location:2.0 M W of Rudd
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:31.8 ft. [9.7 m]
Total length:34.8 ft. [10.6 m]
Roadway width between curbs:17.1 ft. [5.2 m]
Deck width edge-to-edge:17.4 ft. [5.3 m]
Owner:County Highway Agency [02]
Year built:2008
Historic significance:Historical significance is not determinable at this time [4]
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 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:35 [as of 1987]
Truck traffic:1% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
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:89.2

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017GoodVery GoodGoodVery Good3589.2
April 2015GoodVery GoodGoodVery Good3589.2
April 2013GoodVery GoodGoodVery Good3589.2
April 2011GoodVery GoodGoodVery Good3589.2
April 2009GoodVery GoodGoodVery Good3589.2