CR 1200S over TOUGH CREEK

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.

Map

Coordinates:
+39.35000, -85.79750
39°21'00" N, 85°47'51" W

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:	CR 1200S over TOUGH CREEK
Structure number:	7300090
Location:	00.70 W OF CR 25W
Purpose:	Carries highway over waterway
Route classification:	Minor Collector (Rural) `[08]`
Length of largest span:	23.3 ft. `[7.1 m]`
Total length:	27.2 ft. `[8.3 m]`
Roadway width between curbs:	18.4 ft. `[5.6 m]`
Deck width edge-to-edge:	20.0 ft. `[6.1 m]`
Owner:	County Highway Agency `[02]`
Year built:	1930
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Main span material:	Concrete `[1]`
Main span design:	Culvert `[19]`
Deck type:	Not applicable `[N]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Poor
Status:	Posted for other load-capacity restriction `[R]`
Average daily traffic:	125 `[as of 2015]`
Truck traffic:	5% of total traffic
Structural appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Deck geometry appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Water adequacy appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
Channel protection:	Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. `[4]`
Culvert condition:	Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. `[4]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. `[4]`
Sufficiency rating:	47.9
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$300,000

Date	Condition	Culvert Condition	ADT	Suff. Rating
January 2015	Poor	4 out of 10	125	47.9
February 2014	Poor	4 out of 10	100	60.0
February 2012	Poor	4 out of 10	100	60.0
February 2010	Poor	4 out of 10	100	62.7
February 2008	Poor	4 out of 10	100	62.7
February 2006	Poor	4 out of 10	100	62.7
November 2003	Fair	N out of 10	60	64.4
January 2002	Fair	N out of 10	60	64.4
June 1999	Fair	N out of 10	50	72.7
December 1997	Fair	N out of 10	50	72.7
October 1995	Fair	N out of 10	50	81.2
December 1993	Fair	N out of 10	50	81.2
December 1991	Poor	N out of 10	50	57.2
December 1989	Poor	N out of 10	100	55.8