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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 2014 

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 foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating:24.9 tons [22.6 metric tons]
Inventory rating:15.0 tons [13.6 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:34.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201434.3Functionally obsoleteSatisfactoryFairFair125
July 20133.0Structurally deficientSatisfactorySeriousCritical125
July 20123.0Structurally deficientSatisfactorySeriousCritical125
July 20113.0Structurally deficientSatisfactoryPoorCritical125
July 20103.0Structurally deficientSatisfactoryPoorCritical125
July 20093.0Structurally deficientSatisfactoryPoorSerious125
July 20083.0Structurally deficientSatisfactoryPoorCritical125
July 20076.6Structurally deficientSatisfactoryPoorPoor125
July 200611.8Structurally deficientSatisfactoryPoorPoor125
July 200511.3Structurally deficientSatisfactoryPoorPoor125
August 200411.3Structurally deficientSatisfactoryPoorPoor125
September 200311.3Structurally deficientSatisfactoryPoorFair125
September 200211.3Structurally deficientGoodPoorFair125
September 20016.3Structurally deficientGoodPoorFair125
September 20006.3Structurally deficientGoodPoorFair125
September 19996.3Structurally deficientGoodPoorFair125
October 19986.3Structurally deficientGoodPoorFair125
October 19975.0Structurally deficientSatisfactoryPoorSatisfactory125
October 19965.0Structurally deficientSatisfactoryPoorSatisfactory125
November 19953.0Structurally deficientSatisfactoryPoorSatisfactory125
October 19945.0Structurally deficientSatisfactoryPoorSatisfactory125
October 19933.0Structurally deficientSatisfactoryPoorPoor125
October 19923.0Structurally deficientSatisfactoryPoorPoor125
September 19913.0Structurally deficientSatisfactoryPoorPoor125