Share:

US 78 over VILLAGE CK * FRISCO RR

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.

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]
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

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2015PoorFairPoorFair396203.0
December 2014PoorFairPoorFair396203.0
March 2014PoorFairPoorFair397103.0
March 2013PoorFairPoorFair397103.0
March 2012PoorPoorFairSatisfactory410002.0
March 2011PoorPoorFairSatisfactory410002.0
December 2009PoorSeriousFairSatisfactory443102.0
November 2007PoorSeriousFairSatisfactory374602.0
November 2005PoorSeriousFairSatisfactory396402.0
October 2003PoorFairCriticalPoor424203.0
October 2001PoorFairCriticalSatisfactory424203.0
September 1999PoorSatisfactorySeriousCritical401704.0
October 1997PoorSatisfactoryPoorSatisfactory4017026.2
August 1995FairSatisfactoryFairSatisfactory4017042.9
September 1993FairGoodFairSatisfactory3984042.9
February 1993FairGoodFairVery Good3984039.9