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US 78 over VILLAGE CK * FRISCO RR

Map

Coordinates:
+33.52663, -86.85034
33°31'36" N, 86°51'01" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 78 over VILLAGE CK * FRISCO RR
Structure number:001394
Location:US 78 * VILLAGE CREEK
Purpose:Carries highway and pedestrian walkway over railroad and waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:51.8 ft. [15.8 m]
Total length:357.0 ft. [108.8 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:48.9 ft. [14.9 m]
Vertical clearance below bridge:22.0 ft. [6.7 m]
Owner:State Highway Agency [01]
Year built:1936
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2015

Good/Fair/Poor Condition:Poor
Status:Open, would be posted or closed except for temporary shoring [D]
Average daily traffic:39,620 [as of 2016]
Truck traffic:8% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:3.0 tons [2.7 metric tons]
Inventory rating:2.0 tons [1.8 metric tons]
Sufficiency rating:3.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$4,353,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 20153.0PoorFairPoorFairSD39620
December 20143.0PoorFairPoorFairSD39620
March 20143.0PoorFairPoorFairSD39710
March 20133.0PoorFairPoorFairSD39710
March 20122.0PoorPoorFairSatisfactorySD41000
March 20112.0PoorPoorFairSatisfactorySD41000
December 20092.0PoorSeriousFairSatisfactorySD44310
November 20072.0PoorSeriousFairSatisfactorySD37460
November 20052.0PoorSeriousFairSatisfactorySD39640
October 20033.0PoorFairCriticalPoorSD42420
October 20013.0PoorFairCriticalSatisfactorySD42420
September 19994.0PoorSatisfactorySeriousCriticalSD40170
October 199726.2PoorSatisfactoryPoorSatisfactorySD40170
August 199542.9FairSatisfactoryFairSatisfactoryFO40170
September 199342.9FairGoodFairSatisfactoryFO39840
February 199339.9FairGoodFairVery GoodFO39840

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.364036400
Reinforced Concrete Girder/Beamlinear ft.2,13502,13230
Deck
Reinforced Concrete Decksq. ft.17,493017,49300
Wearing Surfacessq. ft.11,63109,0312,100500
Substructure
Reinforced Concrete Columneach1612400
Reinforced Concrete Abutmentlinear ft.118011800
Reinforced Concrete Pier Caplinear ft.392039200
Joints
Compression Jointlinear ft.490000490
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.7140636672