MO 248 W over PINE RUN CR

Map

Coordinates:
+36.80965, -93.46675
36°48'35" N, 93°28'00" W

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

Name:	MO 248 W over PINE RUN CR
Structure number:	3174
Old structure number:	A3822 1 `(from 1992 edition)`
Location:	S 6 T 24 N R 23 W
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	52.5 ft. `[16.0 m]`
Total length:	157.2 ft. `[47.9 m]`
Roadway width between curbs:	40.0 ft. `[12.2 m]`
Deck width edge-to-edge:	42.7 ft. `[13.0 m]`
Skew angle:	10°
Owner:	State Highway Agency `[01]`
Year built:	1984
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:	3
Main spans material:	Prestressed concrete continuous `[6]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	5,658 `[as of 2018]`
Truck traffic:	11% 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:	Superior to present desirable criteria `[9]`
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 the assessed or calculated scour condition. `[8]`
Sufficiency rating:	96.7

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
June 2018	Fair	Satisfactory	Satisfactory	Good	5658	96.7
June 2016	Fair	Satisfactory	Satisfactory	Good	1650	98.3
June 2014	Fair	Satisfactory	Satisfactory	Good	1562	98.3
October 2012	Fair	Satisfactory	Satisfactory	Good	1392	98.4
January 2011	Fair	Satisfactory	Satisfactory	Good	1446	98.6
December 2008	Fair	Satisfactory	Satisfactory	Good	1466	98.6
October 2006	Fair	Satisfactory	Satisfactory	Good	1664	98.6
November 2004	Fair	Satisfactory	Satisfactory	Good	2238	98.5
January 2003	Fair	Satisfactory	Satisfactory	Very Good	2048	98.5
November 2001	Fair	Satisfactory	Satisfactory	Very Good	1748	98.5
January 2001	Fair	Satisfactory	Satisfactory	Very Good	976	98.4
December 1999	Fair	Satisfactory	Satisfactory	Very Good	948	98.4
November 1998	Fair	Satisfactory	Satisfactory	Very Good	948	98.4
November 1997	Fair	Satisfactory	Satisfactory	Very Good	948	98.4
November 1995	Fair	Satisfactory	Satisfactory	Excellent	1777	98.3
December 1994	Fair	Satisfactory	Satisfactory	Excellent	1699	98.3
December 1993	Fair	Satisfactory	Satisfactory	Excellent	1671	98.3
October 1992	Good	Good	Good	Excellent	1671	98.3
October 1991	Good	Good	Good	Excellent	1697	98.3