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Shaw Bridge Rd over Cadron Creek

Map

Coordinates:
+35.20333, -92.53583
35°12'12" N, 92°32'09" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:Shaw Bridge Rd over Cadron Creek
Structure number:000000000004362
Location:Conway - Faulkner Co Line
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:89.9 ft. [27.4 m]
Total length:307.1 ft. [93.6 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:1980
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
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 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:190 [as of 1987]
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:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:49.0 tons [44.5 metric tons]
Inventory rating:28.9 tons [26.3 metric tons]
Sufficiency rating:80.3

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201680.3GoodGoodGoodGood-190
April 201480.3GoodGoodGoodGood-190
April 201264.9GoodGoodGoodGood-190
May 201064.9GoodGoodGoodGood-190
May 200864.9GoodGoodGoodGood-190
May 200665.9GoodGoodVery GoodGood-190
April 200465.9GoodVery GoodVery GoodVery Good-190
April 200265.7GoodVery GoodVery GoodVery Good-190
May 200065.7GoodVery GoodVery GoodVery Good-190
May 199865.7GoodVery GoodVery GoodVery Good-190
June 199765.7GoodVery GoodVery GoodVery Good-190
June 199665.7GoodVery GoodVery GoodVery Good-190
June 199565.2GoodVery GoodVery GoodVery Good-190
June 199365.2GoodVery GoodVery GoodVery Good-190
May 199172.3GoodVery GoodVery GoodVery Good-190