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SR 4 - US 1 (NBL) over LITTLE HURRICANE CREEK

Map 

Coordinates:
+31.42333, -82.43333
31°25'24" N, 82°25'60" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR 4 - US 1 (NBL) over LITTLE HURRICANE CREEK
Structure number:000000000550170
Location:7 MILES S OF ALMA
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:43.0 ft. [13.1 m]
Total length:450.2 ft. [137.2 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:41.3 ft. [12.6 m]
Skew angle:35°
Owner:State Highway Agency [01]
Year built:2001
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:12
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
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:3,370 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:53.5 tons [48.6 metric tons]
Inventory rating:31.7 tons [28.8 metric tons]
Sufficiency rating:97.6
Estimated cost of work:$2,637,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201497.6Not deficientGoodGoodVery Good3370
June 201297.6Not deficientGoodVery GoodVery Good3370
June 201097.6Not deficientVery GoodVery GoodVery Good3900
June 200897.6Not deficientVery GoodVery GoodVery Good3900
May 200678.3Not deficientVery GoodVery GoodVery Good3900
May 200478.3Not deficientVery GoodVery GoodVery Good3900
May 200276.3Not deficientVery GoodVery GoodVery Good3900