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CALERA ST over STREETS RUN CREEK

Map 

Coordinates:
+40.38292, -79.93297
40°22'59" N, 79°55'59" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CALERA ST over STREETS RUN CREEK
Structure number:000000000002399
Old structure number:027301000030140 (from 1992 edition)
Location:301014 IN HAYS #1
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:33.1 ft. [10.1 m]
Total length:35.1 ft. [10.7 m]
Roadway width between curbs:18.7 ft. [5.7 m]
Deck width edge-to-edge:28.5 ft. [8.7 m]
Owner:City or Municipal Highway Agency [04]
Year built:1931
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
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: July 2016 

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:125 [as of 2006]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:21.0 tons [19.1 metric tons]
Inventory rating:12.0 tons [10.9 metric tons]
Sufficiency rating:28.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$96,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201628.1FairSatisfactoryFairFairFO125
July 201434.3FairSatisfactoryFairFairFO125
July 20133.0PoorSatisfactorySeriousCriticalSD125
July 20123.0PoorSatisfactorySeriousCriticalSD125
July 20113.0PoorSatisfactoryPoorCriticalSD125
July 20103.0PoorSatisfactoryPoorCriticalSD125
July 20093.0PoorSatisfactoryPoorSeriousSD125
July 20083.0PoorSatisfactoryPoorCriticalSD125
July 20076.6PoorSatisfactoryPoorPoorSD125
July 200611.8PoorSatisfactoryPoorPoorSD125
July 200511.3PoorSatisfactoryPoorPoorSD125
August 200411.3PoorSatisfactoryPoorPoorSD125
September 200311.3PoorSatisfactoryPoorFairSD125
September 200211.3PoorGoodPoorFairSD125
September 20016.3PoorGoodPoorFairSD125
September 20006.3PoorGoodPoorFairSD125
September 19996.3PoorGoodPoorFairSD125
October 19986.3PoorGoodPoorFairSD125
October 19975.0PoorSatisfactoryPoorSatisfactorySD125
October 19965.0PoorSatisfactoryPoorSatisfactorySD125
November 19953.0PoorSatisfactoryPoorSatisfactorySD125
October 19945.0PoorSatisfactoryPoorSatisfactorySD125
October 19933.0PoorSatisfactoryPoorPoorSD125
October 19923.0PoorSatisfactoryPoorPoorSD125
September 19913.0PoorSatisfactoryPoorPoorSD125