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POLECAT HILL RD over SALT CK

Map 

Coordinates:
+40.10226, -89.55118
40°06'08" N, 89°33'04" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:POLECAT HILL RD over SALT CK
Structure number:054440600000000
Old structure number:000054440616744 (from 1992 edition)
Location:2 MI E MIDDLETOWN
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:60.0 ft. [18.3 m]
Total length:299.9 ft. [91.4 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:1984
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:5
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Precast Panels [2]
Wearing surface:Gravel [8]

Latest Available Inspection: December 2015 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:100 [as of 2011]
Truck traffic:11% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present minimum criteria [6]
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]
Operating rating:59.2 tons [53.8 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:89.0

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201589.0FairSatisfactorySatisfactoryFair-100
March 2014100.0FairSatisfactorySatisfactorySatisfactory-100
February 201094.5GoodGoodGoodGood-150
December 200594.4GoodGoodGoodGood-200
January 200494.4GoodGoodGoodVery Good-200
March 200294.4GoodGoodGoodVery Good-200
February 200094.4GoodGoodGoodVery Good-200
200094.4GoodGoodGoodVery Good-200
February 199894.5GoodGoodGoodVery Good-109
February 199694.7GoodGoodGoodVery Good-109
March 199494.7GoodGoodGoodVery Good-109
February 199394.7GoodGoodGoodVery Good-109
March 199194.7GoodVery GoodVery GoodVery Good-109