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CR 29-E-MCILROY RD over DRY CREEK

Map 

Coordinates:
+36.38833, -91.14722
36°23'18" N, 91°08'50" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CR 29-E-MCILROY RD over DRY CREEK
Structure number:000000000022750
Location:2.0 MI. S OF DALTON
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:39.0 ft. [11.9 m]
Total length:80.1 ft. [24.4 m]
Roadway width between curbs:19.4 ft. [5.9 m]
Deck width edge-to-edge:19.7 ft. [6.0 m]
Skew angle:14°
Owner:County Highway Agency [02]
Year built:2003
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Other [9]
Wearing surface:Other [9]

Latest Available Inspection: July 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:104 [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: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:Equal to present minimum criteria [6]
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:None present but re-evaluation suggested [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:59.8 tons [54.4 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:77.9

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201577.9GoodGoodGoodGoodFO104
August 201377.9GoodGoodGoodGoodFO104
August 201177.9GoodGoodGoodGood-104
August 200977.9GoodGoodGoodGood-104
August 200777.9GoodGoodGoodGood-104
August 200577.9GoodGoodGoodGood-104
September 200381.9GoodGoodGoodGood-104