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S.H. 3 over PENNEY CREEK

Coal County, Oklahoma

Map

Coordinates:
+34.58163, -96.27819
34°34'54" N, 96°16'41" W

Facts

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

Name:	S.H. 3 over PENNEY CREEK
Structure number:	177660000000000
Old structure number:	1506 1480 X `(from 1992 edition)`
Location:	14.8 MI E PONTOTOC CO
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	9.8 ft. `[3.0 m]`
Total length:	34.1 ft. `[10.4 m]`
Roadway width between curbs:	44.0 ft. `[13.4 m]`
Deck width edge-to-edge:	87.9 ft. `[26.8 m]`
Owner:	State Highway Agency `[01]`
Year built:	1970
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Number of main spans:	3
Main spans material:	Concrete `[1]`
Main spans design:	Culvert `[19]`
Deck type:	Not applicable `[N]`

Latest Available Inspection: September 2018

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	3,200 `[as of 2016]`
Truck traffic:	25% of total traffic
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Better than present minimum criteria `[7]`
Water adequacy appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
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]`
Culvert condition:	Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. `[7]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	85.1
Recommended work:	Widening of existing bridge or other major structure without deck rehabilitation or replacement `[33]`
Estimated cost of work:	$644,000

Previous Inspections

Date	Condition	Culvert Condition	ADT	Suff. Rating
September 2018	Good	7 out of 10	3200	85.1
September 2016	Good	7 out of 10	3200	85.1
September 2014	Good	7 out of 10	3200	91.4
September 2012	Good	7 out of 10	3200	91.4
September 2010	Good	7 out of 10	4700	88.8
September 2008	Good	7 out of 10	4500	89.2
May 2006	Good	7 out of 10	2600	92.5
March 2004	Good	7 out of 10	2700	92.3
May 2002	Good	7 out of 10	2750	92.2
April 2000	Fair	6 out of 10	2470	90.7
February 1996	Fair	6 out of 10	2530	90.6
November 1993	Fair	6 out of 10	2300	91.0
November 1991	Good	7 out of 10	2200	90.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Culvert
Reinforced Concrete Culvert	linear ft.	262	255	7	0	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/1436857