Share:

N4310 over CREEK

Mayes County, Oklahoma

Map

Coordinates:
+36.27191, -95.32795
36°16'19" N, 95°19'41" W

View more info at Bridgehunter.com

Facts

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

Name:	N4310 over CREEK
Structure number:	007300000000000
Location:	1.5N OF JCT. 69 & 69
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	24.0 ft. `[7.3 m]`
Total length:	24.0 ft. `[7.3 m]`
Roadway width between curbs:	16.1 ft. `[4.9 m]`
Deck width edge-to-edge:	18.0 ft. `[5.5 m]`
Owner:	County Highway Agency `[02]`
Year built:	1920
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 18 / H 20 `[4]`
Main span material:	Concrete `[1]`
Main span design:	Arch - Deck `[11]`
Deck type:	Not applicable `[N]`

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:	Poor
Status:	Posted for load `[P]`
Average daily traffic:	25 `[as of 2016]`
Truck traffic:	10% of total traffic
Superstructure condition:	Poor `[4 out of 9]`
Substructure condition:	Poor `[4 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 corrrective action `[3]`
Water adequacy appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
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]`
Pier/abutment protection:	Navigation protection not required `[1]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. `[4]`
Sufficiency rating:	42.6
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$236,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
April 2017	Poor	-	Poor	Poor	25	42.6
September 2015	Poor	-	Poor	Poor	25	42.6
October 2013	Poor	-	Poor	Poor	25	42.6
November 2012	Poor	-	Poor	Poor	25	42.6
November 2011	Poor	-	Poor	Poor	25	42.6
November 2010	Poor	-	Poor	Poor	25	42.6
November 2009	Poor	-	Poor	Poor	25	46.6
December 2007	Poor	-	Poor	Poor	25	39.9
November 2005	Poor	-	Serious	Serious	25	25.4
October 2003	Poor	-	Serious	Critical	25	24.4
November 2001	Poor	-	Serious	Critical	25	24.4
May 1999	Poor	Fair	Poor	Serious	25	24.4
April 1997	Poor	Poor	Poor	Serious	25	25.4
April 1995	Fair	Fair	Fair	Fair	25	58.1
February 1993	Fair	Fair	Fair	Fair	25	58.1
February 1991	Fair	Fair	Fair	Satisfactory	100	61.0

© 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/1424101