SH 115-01-LM 17.45 over MANSKER CR.

Map

Coordinates:
+36.28125, -90.97079
36°16'53" N, 90°58'15" W

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

Name:	SH 115-01-LM 17.45 over MANSKER CR.
Structure number:	0000000000A1700
Location:	.67 M NE JCT SH 90
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Urban) `[16]`
Length of largest span:	29.9 ft. `[9.1 m]`
Total length:	91.9 ft. `[28.0 m]`
Roadway width between curbs:	27.9 ft. `[8.5 m]`
Deck width edge-to-edge:	31.2 ft. `[9.5 m]`
Skew angle:	20°
Owner:	State Highway Agency `[01]`
Year built:	1931
Year reconstructed:	1975
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:	Tee beam `[04]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	4,700 `[as of 2014]`
Truck traffic:	1% of total traffic
Deck condition:	Good `[7 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:	Meets minimum tolerable limits to be left in place as is `[4]`
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:	None present but re-evaluation suggested `[5]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Operating rating:	59.8 tons `[54.4 metric tons]`
Inventory rating:	36.0 tons `[32.7 metric tons]`
Sufficiency rating:	78.3
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$705,000

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
January 2017	78.3	Fair	Good	Satisfactory	Good	-	4700
January 2015	78.3	Fair	Good	Satisfactory	Good	-	4700
February 2013	78.3	Fair	Good	Satisfactory	Good	-	4600
February 2011	78.3	Fair	Good	Satisfactory	Good	-	4600
February 2009	78.3	Fair	Good	Satisfactory	Good	-	4600
February 2007	68.1	Fair	Good	Satisfactory	Good	-	4500
March 2005	67.9	Good	Good	Good	Good	-	4800
June 2003	63.9	Good	Good	Good	Good	FO	5400
March 2001	67.5	Good	Good	Good	Good	-	4900
March 1999	67.5	Good	Good	Good	Good	-	4900
January 1997	73.1	Good	Good	Good	Good	-	1910
February 1995	72.2	Good	Good	Good	Good	-	1910
January 1993	83.5	Good	Good	Good	Good	-	1910
May 1990	78.0	Good	Good	Good	Good	-	3522