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CR 38(Cantrell Rd) over BIGSBY CREEK

Map

Coordinates:
+34.26790, -93.54080
34°16'04" N, 93°32'27" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:CR 38(Cantrell Rd) over BIGSBY CREEK
Structure number:000000000023686
Location:.28 MILES N. OF HWY 84
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:67.6 ft. [20.6 m]
Total length:70.9 ft. [21.6 m]
Roadway width between curbs:22.3 ft. [6.8 m]
Deck width edge-to-edge:23.6 ft. [7.2 m]
Skew angle:27°
Owner:County Highway Agency [02]
Year built:2015
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Good
Status:Posted for load [P]
Average daily traffic:50 [as of 2015]
Truck traffic:1% 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:Basically intolerable requiring high priority of corrrective action [3]
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 minimum criteria [6]
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]
Operating rating:12.0 tons [10.9 metric tons]
Inventory rating:6.9 tons [6.3 metric tons]
Sufficiency rating:48.6

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201648.6GoodVery GoodGoodGood-50
April 201548.6GoodVery GoodGoodGood-50