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SH 129 S-1 LM11.63 over BEAR CREEK

Map

Coordinates:
+33.07545, -92.32608
33°04'32" N, 92°19'34" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 129 S-1 LM11.63 over BEAR CREEK
Structure number:000000000005468
Location:2.5 MI S OF JCT 129 & 82
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:29.9 ft. [9.1 m]
Total length:89.9 ft. [27.4 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Owner:State Highway Agency [01]
Year built:1973
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 Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,300 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:90.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2016GoodVery GoodVery GoodGood130090.0
March 2014GoodVery GoodVery GoodGood130090.0
March 2012GoodVery GoodVery GoodGood160090.0
March 2010GoodVery GoodVery GoodGood160090.0
February 2008GoodVery GoodVery GoodGood160090.0
February 2006GoodVery GoodVery GoodGood150090.0
February 2004GoodVery GoodVery GoodGood150090.0
February 2002GoodVery GoodVery GoodGood160090.0
February 2000GoodVery GoodVery GoodGood150090.0
March 1998GoodVery GoodVery GoodGood150090.0
February 1996GoodVery GoodVery GoodGood62094.9
January 1994GoodVery GoodVery GoodVery Good62094.9
January 1992GoodVery GoodVery GoodVery Good62094.9
January 1990GoodVery GoodVery GoodVery Good98891.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Pileeach1010000
Reinforced Concrete Pier Caplinear ft.132132000
Joints
Pourable Jointlinear ft.132132000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.180180000
Deck
Reinforced Concrete Slabsq. ft.2,9792,979000