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MAHALASVILLE Rd over PIKE Creek

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

Map

Coordinates:
+39.35583, -86.29889
39°21'21" N, 86°17'56" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MAHALASVILLE Rd over PIKE Creek
Structure number:5500024
Location:0 500S - 700 EAST
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:39.0 ft. [11.9 m]
Total length:41.0 ft. [12.5 m]
Roadway width between curbs:17.1 ft. [5.2 m]
Deck width edge-to-edge:21.0 ft. [6.4 m]
Skew angle:40°
Owner:County Highway Agency [02]
Year built:1925
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete [1]
Main span design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Other [9]

Latest Available Inspection: March 2008

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:160 [as of 2008]
Truck traffic:5% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 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 replacement [2]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:34.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$310,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2008PoorPoorPoorFair16034.2
May 1998PoorPoorFairSatisfactory15049.3
June 1990FairSatisfactorySatisfactorySatisfactory10060.8