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CR 117 over SCOTT CREEK OVERFLOW

Map

Coordinates:
+32.21899, -81.80717
32°13'08" N, 81°48'26" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 117 over SCOTT CREEK OVERFLOW
Structure number:000000010950120
Location:6 MI NE OF CLAXTON
Purpose:Carries highway over relief for waterway
Route classification:Local (Rural) [09]
Length of largest span:21.0 ft. [6.4 m]
Total length:105.0 ft. [32.0 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:34.8 ft. [10.6 m]
Owner:County Highway Agency [02]
Year built:1983
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 13.5 / HS 15 [3]
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: February 2017

Good/Fair/Poor Condition:Good
Status:Posted for load [P]
Average daily traffic:60 [as of 2011]
Truck traffic:23% 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:Equal to present desirable criteria [8]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:89.2
Estimated cost of work:$615,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017GoodGoodGoodGood6089.2
February 2015GoodGoodGoodGood6089.2
February 2013GoodGoodGoodGood6089.2
February 2011GoodGoodGoodGood62088.7
February 2009GoodGoodGoodGood62088.7
February 2007GoodGoodGoodGood63090.0
February 2005GoodGoodGoodGood74089.9
February 2003GoodGoodGoodGood74089.9
February 2001GoodVery GoodGoodGood48090.1
February 1999GoodVery GoodGoodGood47090.1
March 1996GoodVery GoodVery GoodVery Good43090.1
April 1994GoodVery GoodVery GoodVery Good39090.2
May 1992GoodVery GoodVery GoodVery Good9090.4
August 1990GoodVery GoodVery GoodVery Good9090.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.1,1551,155000
Deck
Reinforced Concrete Top Flangesq. ft.3,6653,6155000
Substructure
Reinforced Concrete Abutmentlinear ft.7070000
Prestressed Concrete Pileeach1212000
Reinforced Concrete Pier Caplinear ft.140140000
Joints
Pourable Jointlinear ft.192001920
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.210204330