US 31 over SAND CREEK

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

Map

Coordinates:
+39.06500, -85.83333
39°03'54" N, 85°49'60" W

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

Name:	US 31 over SAND CREEK
Structure number:	009210
Location:	07.21 S SR 7
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	174.9 ft. `[53.3 m]`
Total length:	354.0 ft. `[107.9 m]`
Roadway width between curbs:	24.0 ft. `[7.3 m]`
Deck width edge-to-edge:	25.3 ft. `[7.7 m]`
Vertical clearance above deck:	14.4 ft. `[4.4 m]`
Owner:	State Highway Agency `[01]`
Year built:	1936
Year reconstructed:	1995
Historic significance:	Bridge is possibly eligible for the National Register of Historic Places `[3]`
Design load:	M 18 / H 20 `[4]`
Number of main spans:	2
Main spans material:	Steel `[3]`
Main spans design:	Truss - Thru `[10]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Latex Concrete or similar additive `[3]`

Good/Fair/Poor Condition:	Poor
Status:	Open, no restriction `[A]`
Average daily traffic:	6,732 `[as of 2004]`
Truck traffic:	10% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Poor `[4 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Deck geometry appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Water adequacy appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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:	46.5
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$2,237,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
March 2016	Poor	Satisfactory	Poor	Fair	6732	46.5
March 2015	Poor	Satisfactory	Poor	Fair	6732	46.5
March 2013	Poor	Satisfactory	Poor	Fair	6732	46.5
March 2011	Poor	Satisfactory	Serious	Fair	6732	28.3
March 2009	Fair	Satisfactory	Fair	Satisfactory	6732	61.0
March 2007	Fair	Good	Fair	Satisfactory	6732	57.8
March 2005	Fair	Good	Fair	Satisfactory	6732	56.7
April 2003	Fair	Good	Fair	Satisfactory	6600	56.8
April 2001	Fair	Good	Fair	Satisfactory	6600	56.8
July 1999	Fair	Good	Fair	Satisfactory	5120	57.5
September 1997	Fair	Good	Fair	Satisfactory	5120	57.5
August 1995	Fair	Satisfactory	Fair	Satisfactory	4995	57.4
October 1993	Fair	Satisfactory	Satisfactory	Satisfactory	4300	68.1
October 1992	Fair	Satisfactory	Fair	Satisfactory	4300	57.7
September 1989	Fair	Fair	Fair	Satisfactory	4300	59.9