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MYRTLE AVENUE over MCCOY CREEK

Map

Coordinates:
+30.32583, -81.67778
30°19'33" N, 81°40'40" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:MYRTLE AVENUE over MCCOY CREEK
Structure number:724258
Location:0.2 MI NORTH OF FOREST ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:39.0 ft. [11.9 m]
Total length:39.0 ft. [11.9 m]
Roadway width between curbs:39.7 ft. [12.1 m]
Deck width edge-to-edge:50.2 ft. [15.3 m]
Owner:City or Municipal Highway Agency [04]
Year built:1930
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Main span material:Concrete [1]
Main span design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2016

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:2,400 [as of 2015]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:37.1 tons [33.7 metric tons]
Inventory rating:22.2 tons [20.2 metric tons]
Sufficiency rating:71.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$225,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201671.0FairSatisfactoryFairSatisfactory-2400
November 201471.0FairSatisfactoryFairSatisfactory-2300
November 201270.7FairSatisfactoryFairSatisfactory-6441
November 201070.7FairSatisfactoryFairSatisfactory-6441
November 200870.7FairSatisfactoryFairSatisfactory-6441
November 200680.0FairSatisfactorySatisfactorySatisfactory-6441
November 200480.0FairSatisfactorySatisfactorySatisfactory-6441
November 200269.8FairSatisfactorySatisfactoryFair-6441
November 200071.9FairSatisfactorySatisfactoryFair-1201
November 199871.9FairSatisfactoryFairFair-1201
November 199670.2FairSatisfactoryFairFairFO1201
July 199567.2FairSatisfactoryFairFairFO1201
July 199367.4FairSatisfactoryFairFairFO1201
August 199161.4FairFairFairFairFO1201