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U.S. 64 over CEDAR CREEK

Pawnee County, Oklahoma

Map

Coordinates:
+36.30411, -96.46404
36°18'15" N, 96°27'51" W

Facts

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

Name:	U.S. 64 over CEDAR CREEK
Structure number:	155740000000000
Location:	US 64; 0.1 MI S JCT SH 99
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Rural) `[06]`
Length of largest span:	66.9 ft. `[20.4 m]`
Total length:	336.0 ft. `[102.4 m]`
Roadway width between curbs:	27.9 ft. `[8.5 m]`
Deck width edge-to-edge:	30.8 ft. `[9.4 m]`
Owner:	State Highway Agency `[01]`
Year built:	1962
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:	5
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]`

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:	Poor
Status:	Open, no restriction `[A]`
Average daily traffic:	7,800 `[as of 2016]`
Truck traffic:	16% of total traffic
Deck condition:	Poor `[4 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
Channel protection:	Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. `[7]`
Pier/abutment protection:	Navigation protection not required `[1]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	50.8
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$4,500,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2017	Poor	Poor	Fair	Fair	7800	50.8
October 2015	Poor	Poor	Fair	Fair	7800	50.8
July 2013	Fair	Fair	Fair	Fair	7800	52.8
August 2011	Fair	Fair	Fair	Fair	8000	52.8
August 2009	Poor	Poor	Fair	Poor	7100	38.0
June 2007	Poor	Poor	Satisfactory	Good	8000	45.4
June 2005	Poor	Poor	Satisfactory	Fair	7400	35.4
October 2002	Poor	Poor	Satisfactory	Fair	6130	35.4
July 2000	Poor	Poor	Satisfactory	Fair	6130	35.4
July 1999	Poor	Poor	Satisfactory	Satisfactory	6130	50.7
August 1997	Poor	Poor	Satisfactory	Satisfactory	5430	50.7
July 1995	Fair	Fair	Satisfactory	Satisfactory	6000	59.9
March 1993	Fair	Fair	Satisfactory	Satisfactory	6000	59.9
February 1993	Fair	Fair	Fair	Fair	5500	49.9

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1434892