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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
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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:40.0 ft. [12.2 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 

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]
Evaluation:Structurally deficient [1]
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. ratingEvaluationDeckSuper.Sub.ADT
December 20153.0Structurally deficientFairPoorFair39620
December 20143.0Structurally deficientFairPoorFair39620
March 20143.0Structurally deficientFairPoorFair39710
March 20133.0Structurally deficientFairPoorFair39710
March 20122.0Structurally deficientPoorFairSatisfactory41000
March 20112.0Structurally deficientPoorFairSatisfactory41000
December 20092.0Structurally deficientSeriousFairSatisfactory44310
November 20072.0Structurally deficientSeriousFairSatisfactory37460
November 20052.0Structurally deficientSeriousFairSatisfactory39640
October 20033.0Structurally deficientFairCriticalPoor42420
October 20013.0Structurally deficientFairCriticalSatisfactory42420
September 19994.0Structurally deficientSatisfactorySeriousCritical40170
October 199726.2Structurally deficientSatisfactoryPoorSatisfactory40170
August 199542.9Functionally obsoleteSatisfactoryFairSatisfactory40170
September 199342.9Functionally obsoleteGoodFairSatisfactory39840
February 199339.9Functionally obsoleteGoodFairVery Good39840