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CR 300W over DEER Creek

Map

Coordinates:
+40.59973, -86.58237
40°35'59" N, 86°34'57" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 300W over DEER Creek
Structure number:0800091
Location:00.36 S of SR 218
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:71.9 ft. [21.9 m]
Total length:215.9 ft. [65.8 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.9 ft. [8.2 m]
Skew angle:20°
Owner:County Highway Agency [02]
Year built:1993
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:155 [as of 2011]
Truck traffic:5% of total traffic
Deck condition:Good [7 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]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:94.4

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017GoodGoodVery GoodVery Good15594.4
June 2015GoodGoodVery GoodVery Good15594.4
June 2013GoodVery GoodVery GoodVery Good15594.4
June 2011GoodVery GoodVery GoodVery Good15594.4
July 2009GoodVery GoodVery GoodVery Good14994.4
July 2007GoodVery GoodVery GoodVery Good14994.4
August 2005GoodVery GoodVery GoodVery Good14694.4
May 2003GoodVery GoodVery GoodVery Good14594.4
May 2001GoodVery GoodVery GoodVery Good14194.4
March 1999GoodVery GoodVery GoodVery Good14194.4
February 1997GoodVery GoodVery GoodVery Good14194.4
October 1994GoodExcellentExcellentExcellent20193.9
December 1992GoodExcellentExcellentExcellent20193.9
March 1991PoorPoorPoorFair10019.8