Carol Creek Rd over FORKED PINE BRANCH


+32.07667, -93.28670
32°04'36" N, 93°17'12" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:Carol Creek Rd over FORKED PINE BRANCH
Structure number:044132046931721
Location:2.6 MI. NORTH OF LA 155
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:19.0 ft. [5.8 m]
Total length:57.1 ft. [17.4 m]
Roadway width between curbs:24.3 ft. [7.4 m]
Deck width edge-to-edge:26.9 ft. [8.2 m]
Owner:County Highway Agency [02]
Year built:1985
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:120 [as of 1983]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 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:Basically intolerable requiring high priority of corrrective action [3]
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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:84.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017FairSatisfactorySatisfactorySatisfactory12084.5
September 2015GoodGoodGoodGood12084.5
September 2013FairSatisfactorySatisfactorySatisfactory12086.5
September 2011FairSatisfactorySatisfactorySatisfactory12088.5
September 2009FairSatisfactorySatisfactorySatisfactory12088.5
September 2007FairSatisfactorySatisfactoryVery Good12088.5
August 2005FairSatisfactorySatisfactoryVery Good12088.5
August 2003FairSatisfactorySatisfactoryVery Good12088.5
August 2001FairSatisfactorySatisfactoryVery Good12088.5
July 1999FairSatisfactorySatisfactoryVery Good12088.5
August 1997FairSatisfactorySatisfactoryVery Good12088.5
June 1995FairSatisfactorySatisfactoryVery Good12088.7
May 1993FairSatisfactorySatisfactoryVery Good12088.7
August 1991GoodGoodGoodVery Good12088.7

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Reinforced Concrete Abutmentlinear ft.62260360
Prestressed Concrete Pileeach76010
Reinforced Concrete Pier Caplinear ft.5454000
Pourable Jointlinear ft.4800048
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.114114000
Reinforced Concrete Slabsq. ft.1,3681,363230
Wearing Surfacessq. ft.1,3681,368000