NORTH RIPLEY over SCL RR

Map

Coordinates:
+32.40995, -86.28769
32°24'36" N, 86°17'16" W

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

Name:	NORTH RIPLEY over SCL RR
Structure number:	001554
Old structure number:	0000001151M0290 `(from 1992 edition)`
Location:	6.5 MI N OF S CITY LIMITS
Purpose:	Carries highway and pedestrian walkway over railroad
Route classification:	Minor Arterial (Urban) `[16]`
Length of largest span:	39.0 ft. `[11.9 m]`
Total length:	188.0 ft. `[57.3 m]`
Roadway width between curbs:	36.1 ft. `[11.0 m]`
Deck width edge-to-edge:	41.7 ft. `[12.7 m]`
Vertical clearance below bridge:	22.0 ft. `[6.7 m]`
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1937
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:	Steel continuous `[4]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	9,100 `[as of 1993]`
Truck traffic:	2% of total traffic
Deck condition:	Satisfactory `[6 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:	Meets minimum tolerable limits to be left in place as is `[4]`
Underclearances appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
Scour condition:	Bridge not over waterway. `[N]`
Operating rating:	63.6 tons `[57.8 metric tons]`
Inventory rating:	38.2 tons `[34.7 metric tons]`
Sufficiency rating:	81.0
Recommended work:	Widening of existing bridge or other major structure without deck rehabilitation or replacement `[33]`
Estimated cost of work:	$2,129,000

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
February 2016	81.0	Fair	Satisfactory	Fair	Fair	-	9100
February 2014	81.0	Fair	Satisfactory	Fair	Fair	-	9100
February 2012	81.0	Fair	Satisfactory	Fair	Fair	-	9100
February 2010	60.1	Fair	Satisfactory	Fair	Fair	-	9100
February 2008	60.1	Fair	Satisfactory	Fair	Fair	-	9100
February 2006	71.3	Fair	Satisfactory	Satisfactory	Satisfactory	-	9100
February 2004	71.3	Good	Good	Good	Good	-	9100
January 2002	71.3	Good	Good	Good	Good	-	9100
October 2000	71.3	Good	Good	Good	Good	-	9100
August 1998	71.5	Good	Good	Good	Good	-	9100
August 1996	71.3	Good	Good	Good	Good	-	9100
January 1995	71.6	Good	Good	Good	Good	-	9100
November 1992	70.6	Good	Good	Good	Good	-	9100
August 1990	77.7	Good	Good	Good	Good	-	9100