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CR 116 over LOTTS CREEK

Map

Coordinates:
+32.21699, -81.80527
32°13'01" N, 81°48'19" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 116 over LOTTS CREEK
Structure number:000000010950110
Location:6 MI NE OF CLAXTON
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:24.9 ft. [7.6 m]
Total length:424.9 ft. [129.5 m]
Roadway width between curbs:23.6 ft. [7.2 m]
Deck width edge-to-edge:25.6 ft. [7.8 m]
Owner:County Highway Agency [02]
Year built:1965
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:17
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:Poor
Status:Posted for load [P]
Average daily traffic:140 [as of 2011]
Truck traffic:11% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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]
Sufficiency rating:31.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,491,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017PoorFairFairPoor14031.5
February 2015PoorFairFairPoor14031.5
February 2013PoorFairFairPoor14031.5
February 2011PoorFairFairPoor62024.3
February 2009PoorFairFairPoor62024.3
February 2007PoorFairFairPoor63024.3
February 2005PoorFairFairPoor74023.7
February 2003PoorGoodFairPoor74029.0
February 2001FairGoodSatisfactoryFair48072.3
April 1999FairGoodSatisfactoryFair47061.2
March 1996PoorFairFairPoor43026.2
April 1994PoorFairFairPoor40027.5
May 1992FairFairFairFair40038.5
August 1990FairFairFairFair27038.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.4,2504,2221990
Deck
Reinforced Concrete Top Flangesq. ft.10,93110,931000
Substructure
Reinforced Concrete Abutmentlinear ft.5454000
Steel Pileeach1212000
Steel Protective Coatingsq. ft.360150140700
Timber Pileeach68303170
Reinforced Concrete Pier Caplinear ft.882880200
Joints
Pourable Jointlinear ft.450300012030
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.850842800