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CR 1-H- L WILLIAMS over CREEK

Map 

Coordinates:
+36.26611, -91.08944
36°15'58" N, 91°05'22" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CR 1-H- L WILLIAMS over CREEK
Structure number:000000000022740
Location:1.7 MI. NW OF BIRDELL
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:38.1 ft. [11.6 m]
Total length:40.0 ft. [12.2 m]
Roadway width between curbs:19.4 ft. [5.9 m]
Deck width edge-to-edge:20.0 ft. [6.1 m]
Skew angle:
Owner:County Highway Agency [02]
Year built:2003
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:Other [9]
Wearing surface:Other [9]

Latest Available Inspection: November 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:175 [as of 2001]
Truck traffic:1% of total traffic
Deck condition:Good [7 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]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
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:56.9 tons [51.7 metric tons]
Inventory rating:35.0 tons [31.8 metric tons]
Sufficiency rating:80.7

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201580.7GoodGoodGoodGood-175
November 201380.7GoodGoodGoodGood-175
November 201180.7GoodGoodGoodGood-175
November 200980.9GoodGoodGoodGood-175
November 200780.9GoodGoodGoodGood-175
November 200580.9GoodGoodGoodGood-175
December 200480.9GoodGoodGoodGood-175
September 200391.9GoodGoodGoodGood-175