S. Capitol Street over WINKLE DOODLE BRANCH

Map 

Facts 

Name:	S. Capitol Street over WINKLE DOODLE BRANCH
Structure number:	0064
Location:	SCAP OVER WINKLE DOODLE
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Minor Arterial (Urban) [16]
Length of largest span:	34.1 ft. [10.4 m]
Total length:	38.1 ft. [11.6 m]
Roadway width between curbs:	47.9 ft. [14.6 m]
Deck width edge-to-edge:	66.6 ft. [20.3 m]
Skew angle:	15°
Owner:	State Highway Agency [01]
Year built:	1942
Year reconstructed:	1986
Historic significance:	Bridge is not eligible for the National Register of Historic Places [5]
Design load:	MS 18 / HS 20 [5]
Main span material:	Steel [3]
Main span design:	Stringer/Multi-beam or girder [02]
Deck type:	Concrete Cast-in-Place [1]
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2016 

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction [A]
Average daily traffic:	22,500 [as of 2007]
Truck traffic:	3% of total traffic
Deck condition:	Good [7 out of 9]
Superstructure condition:	Fair [5 out of 9]
Substructure condition:	Fair [5 out of 9]
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:	Basically intolerable requiring high priority of replacement [2]
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]
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:	97.8 tons [88.9 metric tons]
Inventory rating:	57.9 tons [52.6 metric tons]
Sufficiency rating:	63.7
Recommended work:	Other structural work, including hydraulic replacements. [38]
Estimated cost of work:	$400,000

Previous Inspections 

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
April 2016	63.7	Fair	Good	Fair	Fair	FO	22500
April 2014	65.9	Fair	Good	Satisfactory	Fair	-	22500
June 2012	62.8	Fair	Good	Satisfactory	Fair	-	22500
June 2010	62.8	Fair	Good	Satisfactory	Fair	-	22500
June 2008	72.2	Fair	Good	Satisfactory	Satisfactory	FO	22500
July 2006	71.8	Fair	Good	Satisfactory	Satisfactory	FO	25800
July 2004	71.8	Fair	Good	Satisfactory	Satisfactory	FO	25800
July 2002	71.8	Fair	Satisfactory	Satisfactory	Satisfactory	FO	25800
October 2000	71.8	Fair	Satisfactory	Satisfactory	Satisfactory	FO	25800
April 1998	72.9	Fair	Good	Good	Satisfactory	FO	25800
August 1996	72.9	Fair	Good	Good	Satisfactory	FO	25800
November 1993	76.5	Good	Good	Good	Good	-	25800
June 1991	76.5	Good	Good	Good	Good	-	25800