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CR 600 S over EEL River

Map

Coordinates:
+39.30155, -87.20865
39°18'06" N, 87°12'31" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 600 S over EEL River
Structure number:1100157
Location:00.10 E of 535 W
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:70.9 ft. [21.6 m]
Total length:212.0 ft. [64.6 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:28.9 ft. [8.8 m]
Vertical clearance below bridge:26.2 ft. [8.0 m]
Owner:County Highway Agency [02]
Year built:1992
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: September 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:187 [as of 2016]
Truck traffic:4% 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: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]
Pier/abutment protection:None present but re-evaluation suggested [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:98.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2016GoodGoodVery GoodVery Good18798.9
October 2014GoodGoodVery GoodVery Good18298.9
September 2012GoodGoodVery GoodVery Good17898.9
October 2010GoodGoodVery GoodVery Good17498.9
September 2008GoodGoodVery GoodVery Good16698.9
August 2006GoodGoodVery GoodVery Good16698.9
June 2004GoodVery GoodVery GoodVery Good16298.9
July 2002GoodVery GoodVery GoodVery Good15898.9
March 2000GoodVery GoodVery GoodGood15098.9
July 1998GoodVery GoodVery GoodGood15098.9
March 1996GoodVery GoodVery GoodGood15098.9
May 1994GoodVery GoodVery GoodVery Good15098.9
April 1992GoodExcellentExcellentExcellent10099.9
April 1990PoorPoorPoorSerious10022.8