SH 115-01-LM 17.45 over MANSKER CR.

Map 

Facts 

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]

Latest Available Inspection: January 2017 

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

Previous Inspections 

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