HWY SPRING ST over WATER HOOSIC RIVER

Map 

Facts 

Name:	HWY SPRING ST over WATER HOOSIC RIVER
Structure number:	A0401300HMUNNBI
Old structure number:	MUN101010100 (from 1992 edition)
Location:	.25 MI W OF EAST RD
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Local (Urban) [19]
Length of largest span:	40.4 ft. [12.3 m]
Total length:	47.9 ft. [14.6 m]
Roadway width between curbs:	26.9 ft. [8.2 m]
Deck width edge-to-edge:	42.0 ft. [12.8 m]
Skew angle:	9°
Owner:	Town or Township Highway Agency [03]
Year built:	1957
Historic significance:	Bridge is not eligible for the National Register of Historic Places [5]
Design load:	M 18 / H 20 [4]
Main span material:	Steel [3]
Main span design:	Stringer/Multi-beam or girder [02]
Deck type:	Concrete Cast-in-Place [1]
Wearing surface:	Bituminous [6]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	2,000 [as of 2007]
Truck traffic:	6% of total traffic
Deck condition:	Fair [5 out of 9]
Superstructure condition:	Satisfactory [6 out of 9]
Substructure condition:	Good [7 out of 9]
Channel protection:	Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:	42.2 tons [38.4 metric tons]
Inventory rating:	26.5 tons [24.1 metric tons]
Sufficiency rating:	75.0
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:	$800,000

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	2,000 [as of 1997]
Truck traffic:	6% of total traffic
Deck condition:	Fair [5 out of 9]
Superstructure condition:	Good [7 out of 9]
Substructure condition:	Good [7 out of 9]
Channel protection:	Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:	42.2 tons [38.4 metric tons]
Inventory rating:	26.5 tons [24.1 metric tons]
Sufficiency rating:	76.0
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:	$454,000

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	1,920 [as of 1991]
Truck traffic:	6% of total traffic
Deck condition:	Fair [5 out of 9]
Superstructure condition:	Good [7 out of 9]
Substructure condition:	Good [7 out of 9]
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:	Scour calculation/evaluation has not been made. [6]
Operating rating:	42.2 tons [38.4 metric tons]
Inventory rating:	26.3 tons [23.9 metric tons]
Sufficiency rating:	81.6
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:	$454,000

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