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CR 3 over L. ICHAWAYNOCHAWAY CREEK

Map

Coordinates:
+31.80429, -84.64013
31°48'15" N, 84°38'24" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 3 over L. ICHAWAYNOCHAWAY CREEK
Structure number:000000024350020
Location:3.8 MI NW OF SHELLMAN
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:20.0 ft. [6.1 m]
Total length:100.1 ft. [30.5 m]
Roadway width between curbs:26.6 ft. [8.1 m]
Deck width edge-to-edge:28.2 ft. [8.6 m]
Owner:County Highway Agency [02]
Year built:1980
Year reconstructed:2002
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:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:104 [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:Satisfactory [6 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: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]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:57.4 tons [52.2 metric tons]
Inventory rating:33.7 tons [30.6 metric tons]
Sufficiency rating:96.1
Estimated cost of work:$586,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201696.1FairGoodGoodSatisfactory-104
June 201496.1FairGoodGoodSatisfactory-104
June 201296.1FairGoodGoodSatisfactory-104
June 201096.1FairGoodGoodSatisfactory-140
June 200896.1FairGoodGoodSatisfactory-140
July 200689.4FairGoodGoodSatisfactory-150
June 200490.4FairGoodGoodSatisfactory-100
February 200390.4FairGoodGoodSatisfactory-100
June 200038.2PoorGoodGoodPoorSD120
August 199840.2PoorGoodGoodPoorSD120
April 199640.2PoorGoodGoodPoorSD120
May 199438.9PoorGoodGoodSeriousSD120
May 199259.5PoorGoodGoodPoorSD120
April 199077.0FairVery GoodVery GoodFair-120

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.800800000
Deck
Reinforced Concrete Top Flangesq. ft.2,8302,830000
Substructure
Reinforced Concrete Abutmentlinear ft.7070000
Timber Pileeach2020000
Reinforced Concrete Pier Caplinear ft.120118200
Joints
Pourable Jointlinear ft.156156000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.200200000