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CROSS ROAD over BIG CYPRESS CREEK

Map

Coordinates:
+31.21875, -84.51034
31°13'08" N, 84°30'37" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CROSS ROAD over BIG CYPRESS CREEK
Structure number:000000000750040
Location:APP 12 MI SW OF NEWTON
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:15.1 ft. [4.6 m]
Total length:89.9 ft. [27.4 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:23.0 ft. [7.0 m]
Owner:County Highway Agency [02]
Year built:1960
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Number of main spans:6
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:90 [as of 2011]
Truck traffic:1% 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:Meets minimum tolerable limits to be left in place as is [4]
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:Better than present minimum criteria [7]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:47.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$527,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017PoorFairFairPoor9047.9
January 2015PoorSatisfactorySatisfactoryPoor9048.9
January 2013PoorFairFairPoor9047.9
January 2011PoorFairFairPoor62032.0
January 2009PoorFairFairPoor62032.0
January 2007PoorFairFairPoor63032.0
January 2005PoorFairFairPoor74031.7
January 2003PoorFairFairPoor74033.7
January 2001PoorFairFairPoor48034.2
April 1999PoorFairFairSerious47022.3
December 1996PoorFairFairSerious43022.5
January 1995PoorFairFairPoor40020.8
January 1993PoorFairFairSerious40020.8
January 1991PoorFairFairSerious27021.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.4646000
Timber Pileeach3131000
Reinforced Concrete Pier Caplinear ft.115115000
Joints
Pourable Jointlinear ft.161936800
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.180178200
Deck
Reinforced Concrete Slabsq. ft.2,0822,072550