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PING ROAD over BRUSH CR OVERFLOW

Map

Coordinates:
+39.57496, -89.65691
39°34'30" N, 89°39'25" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PING ROAD over BRUSH CR OVERFLOW
Structure number:084601600000000
Old structure number:000084601637068 (from 1992 edition)
Location:.5 N DIVERNON
Purpose:Carries highway over railroad and waterway
Route classification:Local (Rural) [09]
Length of largest span:51.8 ft. [15.8 m]
Total length:54.5 ft. [16.6 m]
Roadway width between curbs:27.2 ft. [8.3 m]
Deck width edge-to-edge:27.2 ft. [8.3 m]
Owner:City or Municipal Highway Agency [04]
Year built:2005
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]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:200 [as of 2003]
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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:95.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2015GoodVery GoodVery GoodVery Good20095.0
January 2011GoodVery GoodVery GoodVery Good20995.0
February 2008GoodExcellentExcellentExcellent20999.0
March 2006GoodExcellentExcellentExcellent20999.0