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HUTCHENS ROAD over POOLE CREEK

Map

Coordinates:
+33.66802, -84.36504
33°40'05" N, 84°21'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:HUTCHENS ROAD over POOLE CREEK
Structure number:000000012103850
Location:2 M W OF HAPEVILLE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:16.1 ft. [4.9 m]
Total length:80.1 ft. [24.4 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:44.3 ft. [13.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:1956
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:5
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,240 [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:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:42.6 tons [38.7 metric tons]
Inventory rating:24.8 tons [22.5 metric tons]
Sufficiency rating:84.5
Estimated cost of work:$469,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201684.5GoodGoodGoodGood-2240
October 201484.5GoodGoodGoodGood-2240
October 201284.5GoodGoodGoodGood-2240
October 201084.5GoodGoodGoodVery Good-2410
December 200884.5GoodGoodGoodVery Good-2410
November 200685.6GoodGoodGoodVery Good-1420
December 200484.5GoodGoodGoodVery Good-2120
September 200285.6GoodGoodGoodVery Good-1800
December 200082.0GoodGoodGoodVery Good-11370
June 199882.0GoodGoodGoodVery Good-11370
January 199582.0GoodVery GoodVery GoodVery Good-10460
February 199382.1GoodVery GoodVery GoodVery Good-9870
February 199183.6GoodVery GoodVery GoodVery Good-9250