CHASE STREET over I-83, ABANDONED RR

Map

Coordinates:
+39.30167, -76.61000
39°18'06" N, 76°36'36" W

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

Name:	CHASE STREET over I-83, ABANDONED RR
Structure number:	200000BC1401010
Location:	0.03 MI S OF FALLSWAY
Purpose:	Carries highway over highway and railroad
Route classification:	Local (Urban) `[19]`
Length of largest span:	77.1 ft. `[23.5 m]`
Total length:	284.1 ft. `[86.6 m]`
Roadway width between curbs:	49.9 ft. `[15.2 m]`
Deck width edge-to-edge:	65.6 ft. `[20.0 m]`
Vertical clearance below bridge:	14.1 ft. `[4.3 m]`
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1968
Year reconstructed:	1992
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:	4
Main spans material:	Concrete continuous `[2]`
Main spans design:	Box Beam or girders - Single or Spread `[06]`
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:	12,750 `[as of 2007]`
Truck traffic:	10% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 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 corrrective action `[3]`
Underclearances appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Operating rating:	36.0 tons `[32.7 metric tons]`
Inventory rating:	36.0 tons `[32.7 metric tons]`
Sufficiency rating:	64.0
Recommended work:	Other structural work, including hydraulic replacements. `[38]`
Estimated cost of work:	$30,000

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
September 2016	64.0	Fair	Satisfactory	Satisfactory	Fair	FO	12750
September 2014	64.0	Fair	Satisfactory	Satisfactory	Fair	FO	12750
September 2012	64.0	Fair	Satisfactory	Satisfactory	Fair	FO	12750
September 2010	63.0	Fair	Satisfactory	Satisfactory	Fair	FO	12750
January 2010	63.0	Fair	Satisfactory	Good	Fair	FO	12750
January 2008	63.0	Fair	Satisfactory	Good	Fair	FO	12750
December 2005	63.0	Fair	Satisfactory	Good	Fair	FO	12750
February 2004	63.0	Fair	Satisfactory	Good	Fair	FO	12750
January 2002	63.0	Fair	Good	Good	Fair	FO	12619
January 2000	63.2	Fair	Good	Good	Fair	-	11069
February 1998	74.6	Good	Good	Good	Good	-	11069
June 1995	75.9	Good	Good	Good	Good	-	11069
January 1993	74.9	Fair	Good	Satisfactory	Satisfactory	-	11069
November 1990	74.9	Fair	Satisfactory	Satisfactory	Satisfactory	FO	11069