LAKEVIEW RD(E0600) over STILLWATER CREEK

Map

Coordinates:
+36.14481, -97.31923
36°08'41" N, 97°19'09" W

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

Name:	LAKEVIEW RD(E0600) over STILLWATER CREEK
Structure number:	122050000000000
Location:	2N & 2.1W OF SH86/51JCT
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	26.9 ft. `[8.2 m]`
Total length:	58.1 ft. `[17.7 m]`
Roadway width between curbs:	18.0 ft. `[5.5 m]`
Deck width edge-to-edge:	20.7 ft. `[6.3 m]`
Skew angle:	10°
Owner:	County Highway Agency `[02]`
Year built:	1950
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 18 / H 20 `[4]`
Number of main spans:	2
Main spans material:	Steel `[3]`
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]`

Good/Fair/Poor Condition:	Poor
Status:	Posted for load `[P]`
Average daily traffic:	40 `[as of 2016]`
Truck traffic:	10% of total traffic
Deck condition:	Poor `[4 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Serious `[3 out of 9]`
Structural appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Channel protection:	Bank protection has failed. River control devices have been destroyed. Stream bed aggradation, degradation or lateral movement has changed the channel to now threaten the bridge and/or approach roadway. `[3]`
Scour condition:	Bridge is scour critical; bridge foundations determined to be unstable. `[3]`
Sufficiency rating:	35.0
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$299,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
July 2017	Poor	Poor	Satisfactory	Serious	40	35.0
July 2016	Poor	Fair	Satisfactory	Serious	40	37.0
July 2015	Poor	Fair	Fair	Serious	40	37.0
July 2014	Poor	Fair	Fair	Serious	40	37.0
July 2013	Poor	Fair	Fair	Serious	40	37.0
August 2012	Poor	Poor	Fair	Serious	40	35.0
July 2011	Poor	Poor	Fair	Serious	40	35.0
October 2010	Poor	Poor	Fair	Serious	40	35.0
December 2009	Poor	Poor	Fair	Serious	40	34.0
October 2007	Poor	Poor	Fair	Serious	40	34.0
February 2006	Poor	Poor	Fair	Serious	40	34.0
November 2004	Poor	Critical	Critical	Poor	40	32.0
February 2003	Poor	Critical	Critical	Poor	40	32.0
March 2002	Poor	Poor	Critical	Poor	40	34.0
January 2001	Poor	Critical	Critical	Poor	40	32.0
December 1998	Poor	Critical	Serious	Fair	40	32.0
July 1997	Poor	Imminent Failure	Imminent Failure	Fair	40	32.0
October 1995	Fair	Satisfactory	Satisfactory	Satisfactory	40	73.7
November 1993	Fair	Satisfactory	Satisfactory	Satisfactory	40	71.7
November 1991	Fair	Satisfactory	Satisfactory	Satisfactory	40	71.7