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CR 126 over BELMOUNT CREEK

Map

Coordinates:
+31.32800, -84.52490
31°19'41" N, 84°31'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 126 over BELMOUNT CREEK
Structure number:000000000750170
Location:11.5 MI WNW OF NEWTON
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:20.0 ft. [6.1 m]
Total length:40.0 ft. [12.2 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:35.1 ft. [10.7 m]
Owner:County Highway Agency [02]
Year built:2015
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:2
Main spans material:Prestressed concrete [5]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:140 [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:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:99.9
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$5,328,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017GoodGoodGoodGood14099.9
May 2015GoodGoodGoodGood14099.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.7272000
Prestressed Concrete Pileeach44000
Reinforced Concrete Pier Caplinear ft.3232000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.8080000
Deck
Reinforced Concrete Slabsq. ft.1,4001,400000
Wearing Surfacessq. ft.1,4001,400000