CR 800N over VERMILION River


+39.99336, -87.49785
39°59'36" N, 87°29'52" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 800N over VERMILION River
Structure number:8300049
Location:00.50 N of CR 100 W
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:102.0 ft. [31.1 m]
Total length:370.1 ft. [112.8 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:19.7 ft. [6.0 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:1998
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:4
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:349 [as of 2017]
Truck traffic:3% 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:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
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:94.2

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017GoodGoodVery GoodVery Good34994.2
September 2015GoodGoodVery GoodVery Good34394.2
August 2013GoodGoodVery GoodVery Good33894.2
August 2011GoodGoodVery GoodVery Good33394.2
September 2009GoodGoodVery GoodVery Good32394.2
September 2007GoodVery GoodVery GoodVery Good32394.2
August 2004GoodVery GoodVery GoodVery Good31594.3
July 2002GoodVery GoodExcellentExcellent31094.3
April 2000GoodExcellentExcellentExcellent30094.3
October 1998GoodExcellentExcellentExcellent30075.4
June 1996PoorFairSeriousFair30014.2
September 1994FairFairFairFair30036.5
January 1992FairFairFairFair30046.7
November 1989FairSatisfactoryGoodSatisfactory30044.2