S MILL ST over TOWN CREEK

Map 

Facts 

Name:	S MILL ST over TOWN CREEK
Structure number:	SA2500000000105
Location:	SEC 3 T 5N R 1E
Purpose:	Carries highway over waterway
Route classification:	Other Principal Arterial (Urban) [14]
Length of largest span:	30.8 ft. [9.4 m]
Total length:	90.9 ft. [27.7 m]
Roadway width between curbs:	44.3 ft. [13.5 m]
Deck width edge-to-edge:	60.7 ft. [18.5 m]
Owner:	City or Municipal Highway Agency [04]
Year built:	1914
Historic significance:	Bridge is not eligible for the National Register of Historic Places [5]
Design load:	M 13.5 / H 15 [2]
Number of main spans:	3
Main spans material:	Concrete [1]
Main spans design:	Stringer/Multi-beam or girder [02]
Deck type:	Concrete Cast-in-Place [1]
Wearing surface:	Bituminous [6]

Latest Available Inspection: September 2016 

Good/Fair/Poor Condition:	Poor
Status:	Posted for load [P]
Average daily traffic:	5,500 [as of 2013]
Truck traffic:	8% of total traffic
Deck condition:	Poor [4 out of 9]
Superstructure condition:	Poor [4 out of 9]
Substructure condition:	Poor [4 out of 9]
Structural appraisal:	Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:	Superior to present desirable criteria [9]
Water adequacy appraisal:	Equal to present desirable criteria [8]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:	5.9 tons [5.4 metric tons]
Inventory rating:	4.5 tons [4.1 metric tons]
Sufficiency rating:	36.1
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$351,000

Previous Inspections 

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
September 2016	36.1	Poor	Poor	Poor	Poor	SD	5500
September 2015	36.1	Poor	Poor	Poor	Poor	SD	5500
September 2014	36.1	Poor	Poor	Poor	Poor	SD	5500
September 2013	36.1	Poor	Poor	Poor	Poor	SD	5500
February 2013	36.1	Poor	Poor	Poor	Poor	SD	5500
February 2012	36.1	Poor	Poor	Poor	Poor	SD	5500
February 2011	36.1	Poor	Poor	Poor	Poor	SD	5500
February 2010	36.1	Poor	Poor	Poor	Poor	SD	5500
January 2009	36.1	Poor	Poor	Critical	Poor	SD	5500
November 2007	36.1	Poor	Poor	Critical	Poor	SD	5500
January 2007	36.1	Poor	Poor	Critical	Poor	SD	5500
December 2005	36.1	Poor	Poor	Critical	Poor	SD	5500
December 2004	36.1	Poor	Poor	Critical	Poor	SD	5500
February 2004	36.1	Poor	Poor	Serious	Poor	SD	5500
December 2001	36.1	Poor	Poor	Poor	Fair	SD	5500
December 2000	37.0	Poor	Fair	Fair	Poor	SD	9300
February 2000	37.0	Poor	Fair	Fair	Poor	SD	9300
February 1999	37.0	Poor	Fair	Fair	Poor	SD	9300
March 1998	38.1	Poor	Satisfactory	Satisfactory	Poor	SD	9300
April 1996	38.1	Fair	Satisfactory	Satisfactory	Fair	SD	9300