CR 800N over VERMILION River

Map

Coordinates:
+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]`

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

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2017	Good	Good	Very Good	Very Good	349	94.2
September 2015	Good	Good	Very Good	Very Good	343	94.2
August 2013	Good	Good	Very Good	Very Good	338	94.2
August 2011	Good	Good	Very Good	Very Good	333	94.2
September 2009	Good	Good	Very Good	Very Good	323	94.2
September 2007	Good	Very Good	Very Good	Very Good	323	94.2
August 2004	Good	Very Good	Very Good	Very Good	315	94.3
July 2002	Good	Very Good	Excellent	Excellent	310	94.3
April 2000	Good	Excellent	Excellent	Excellent	300	94.3
October 1998	Good	Excellent	Excellent	Excellent	300	75.4
June 1996	Poor	Fair	Serious	Fair	300	14.2
September 1994	Fair	Fair	Fair	Fair	300	36.5
January 1992	Fair	Fair	Fair	Fair	300	46.7
November 1989	Fair	Satisfactory	Good	Satisfactory	300	44.2