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HAYESTOWN ROAD over LITTLE HURRICANE CREEK

Map 

Coordinates:
+31.64693, -82.60897
31°38'49" N, 82°36'32" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HAYESTOWN ROAD over LITTLE HURRICANE CREEK
Structure number:000000000550210
Location:10 MILES NW OF ALMA
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:59.1 ft. [18.0 m]
Total length:59.1 ft. [18.0 m]
Roadway width between curbs:24.3 ft. [7.4 m]
Deck width edge-to-edge:26.2 ft. [8.0 m]
Owner:County Highway Agency [02]
Year built:2007
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
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: June 2014 

Status:Open, no restriction [A]
Average daily traffic:104 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 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:Equal to present desirable criteria [8]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:42.6 tons [38.7 metric tons]
Inventory rating:24.8 tons [22.5 metric tons]
Sufficiency rating:82.3
Estimated cost of work:$346,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201482.3Not deficientVery GoodVery GoodVery Good104
June 201282.3Not deficientVery GoodVery GoodVery Good104
June 201090.5Not deficientVery GoodVery GoodVery Good100
June 200890.5Not deficientVery GoodVery GoodVery Good100
February 200890.5Not deficientVery GoodVery GoodVery Good100