ROSA L. PARKS AVE over CLOVERLAND DITCH

Map

Coordinates:
+32.32969, -86.31607
32°19'47" N, 86°18'58" W

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

Name:	ROSA L. PARKS AVE over CLOVERLAND DITCH
Structure number:	014082
Old structure number:	0000000951M0050 `(from 1992 edition)`
Location:	0.5 MI.N.OF S.CITY LIMITS
Purpose:	Carries highway over waterway
Route classification:	Collector (Urban) `[17]`
Length of largest span:	24.0 ft. `[7.3 m]`
Total length:	47.9 ft. `[14.6 m]`
Roadway width between curbs:	36.4 ft. `[11.1 m]`
Deck width edge-to-edge:	51.8 ft. `[15.8 m]`
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1948
Year reconstructed:	1987
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:	2
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:	3,500 `[as of 1992]`
Truck traffic:	1% 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:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
Channel protection:	Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. `[7]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Operating rating:	67.0 tons `[60.9 metric tons]`
Inventory rating:	40.2 tons `[36.5 metric tons]`
Sufficiency rating:	95.7
Estimated cost of work:	$822,000

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
April 2016	95.7	Fair	Satisfactory	Satisfactory	Good	-	3500
April 2014	95.7	Fair	Satisfactory	Satisfactory	Good	-	3500
April 2012	95.7	Fair	Satisfactory	Good	Good	-	3500
April 2010	74.1	Fair	Satisfactory	Good	Good	-	3500
April 2008	74.1	Fair	Satisfactory	Good	Good	-	3500
April 2006	75.1	Fair	Satisfactory	Good	Good	-	3500
April 2004	75.1	Good	Good	Good	Good	-	3500
April 2002	75.1	Good	Good	Good	Good	-	3500
August 2000	75.1	Good	Good	Good	Good	-	3500
July 1998	75.3	Good	Good	Good	Good	-	3500
July 1996	75.1	Good	Good	Good	Good	-	3500
November 1994	75.2	Good	Good	Good	Good	-	3500
October 1992	75.2	Good	Good	Good	Good	-	3500
August 1990	82.3	Good	Good	Good	Good	-	3500