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COLEMAN RD over TRIB-PERKINS CREEK

Map 

Coordinates:
+37.08421, -88.67944
37°05'03" N, 88°40'46" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:COLEMAN RD over TRIB-PERKINS CREEK
Structure number:073C00071N
Location:.2 MI N JCT US 60
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:75.1 ft. [22.9 m]
Total length:78.1 ft. [23.8 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:39.4 ft. [12.0 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1994
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Prestressed concrete [5]
Main span design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:4,585 [as of 2014]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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:Better than present minimum criteria [7]
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:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating:98.2 tons [89.3 metric tons]
Inventory rating:58.9 tons [53.5 metric tons]
Sufficiency rating:98.4

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201598.4GoodGoodGoodGood-4585
September 201398.4GoodGoodGoodGood-4045
September 201199.9GoodGoodGoodGood-435
September 200999.9GoodGoodGoodGood-435
August 200796.9GoodGoodVery GoodVery Good-600
August 200597.0GoodGoodVery GoodVery Good-300