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CO RD SW 151 over BR OF POST OAK CR

Johnson County, Missouri

Map

Coordinates:
+38.60804, -93.77535
38°36'29" N, 93°46'31" W

Facts

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

Name:	CO RD SW 151 over BR OF POST OAK CR
Structure number:	28198
Old structure number:	5320019 051 `(from 1992 edition)`
Location:	S 10 T 44 N R 26 W
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	23.0 ft. `[7.0 m]`
Total length:	24.9 ft. `[7.6 m]`
Roadway width between curbs:	22.3 ft. `[6.8 m]`
Deck width edge-to-edge:	23.0 ft. `[7.0 m]`
Owner:	County Highway Agency `[02]`
Year built:	1997
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Main span material:	Concrete `[1]`
Main span design:	Slab `[01]`
Deck type:	Concrete Precast Panels `[2]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: December 2016

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	35 `[as of 2014]`
Truck traffic:	10% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
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]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	94.9

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
December 2016	Fair	Satisfactory	Satisfactory	Good	35	94.9
December 2014	Fair	Satisfactory	Satisfactory	Good	35	94.9
December 2012	Good	Good	Good	Good	35	94.9
December 2010	Good	Good	Good	Very Good	35	94.9
October 2008	Good	Very Good	Very Good	Very Good	35	94.9
July 2007	Good	Very Good	Very Good	Very Good	35	94.9
April 2005	Good	Excellent	Excellent	Very Good	35	94.9
September 2003	Good	Excellent	Excellent	Excellent	35	94.9
January 2001	Good	Excellent	Excellent	Excellent	35	94.9
September 1999	Good	Excellent	Excellent	Excellent	35	94.9
February 1998	Good	Excellent	Excellent	Excellent	35	94.9

© Copyright 2012-19, 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/1285535