HWY JAMAICAWAY over ST 9 HUNTNGTON AVE

Map

Coordinates:
+42.33167, -71.11306
42°19'54" N, 71°06'47" W

Source: National Bridge Inventory (2000, 2010 editions)
Information not verified. Use at your own risk.

Name:	HWY JAMAICAWAY over ST 9 HUNTNGTON AVE
Structure number:	B162223F3DOTNBI
Old structure number:	3F3445896104101 `(from 1992 edition)`
Location:	JCT US 1 & ST 9
Purpose:	Carries highway over highway
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	116.8 ft. `[35.6 m]`
Total length:	120.1 ft. `[36.6 m]`
Roadway width between curbs:	60.0 ft. `[18.3 m]`
Deck width edge-to-edge:	69.9 ft. `[21.3 m]`
Vertical clearance below bridge:	13.5 ft. `[4.1 m]`
Skew angle:	10°
Owner:	State Highway Agency `[01]`
Year built:	1936
Historic significance:	Bridge is possibly eligible for the National Register of Historic Places `[3]`
Design load:	M 13.5 / H 15 `[2]`
Main span material:	Steel `[3]`
Main span design:	Frame `[07]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Status:	Open, no restriction `[A]`
Average daily traffic:	60,000 `[as of 2009]`
Truck traffic:	1% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Scour condition:	Bridge not over waterway. `[N]`
Operating rating:	47.3 tons `[43.0 metric tons]`
Inventory rating:	13.4 tons `[12.2 metric tons]`
Evaluation:	Functionally obsolete `[2]`
Sufficiency rating:	47.5
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$3,280,000

Status:	Open, no restriction `[A]`
Average daily traffic:	45,000 `[as of 1998]`
Truck traffic:	1% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Scour condition:	Bridge not over waterway. `[N]`
Operating rating:	47.3 tons `[43.0 metric tons]`
Inventory rating:	13.4 tons `[12.2 metric tons]`
Evaluation:	Functionally obsolete `[2]`
Sufficiency rating:	47.5
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$1,995,000