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TR 147-PARKER ROAD over CYPRESS DITCH

Map

Coordinates:
+37.71687, -88.25871
37°43'01" N, 88°15'31" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:TR 147-PARKER ROAD over CYPRESS DITCH
Structure number:030310300000000
Old structure number:000030310332848 (from 1992 edition)
Location:0.5 MI SW JUNCTION
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:59.1 ft. [18.0 m]
Total length:62.7 ft. [19.1 m]
Roadway width between curbs:24.3 ft. [7.4 m]
Deck width edge-to-edge:24.3 ft. [7.4 m]
Skew angle:45°
Owner:Town or Township Highway Agency [03]
Year built:1996
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Precast Panels [2]

Latest Available Inspection: July 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:25 [as of 2008]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:93.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2015GoodVery GoodVery GoodVery Good2593.0
August 2011GoodVery GoodVery GoodVery Good2597.0
July 2007GoodExcellentExcellentExcellent2597.0
June 2003GoodExcellentExcellentExcellent5095.0
July 1999GoodExcellentExcellentExcellent10095.0
September 1998GoodVery GoodVery GoodVery Good100100.0