US 00007 ML over WINOOSKI RIVER

Map 

Facts 

Name:	US 00007 ML over WINOOSKI RIVER
Structure number:	205000015004032
Location:	0.2 MI S JCT. VT.15
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Other Principal Arterial (Urban) [14]
Length of largest span:	134.8 ft. [41.1 m]
Total length:	358.9 ft. [109.4 m]
Roadway width between curbs:	42.0 ft. [12.8 m]
Deck width edge-to-edge:	57.7 ft. [17.6 m]
Skew angle:	6°
Owner:	City or Municipal Highway Agency [04]
Year built:	1928
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:	Bituminous [6]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	30,300 [as of 1998]
Truck traffic:	7% of total traffic
Deck condition:	Satisfactory [6 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:	61.4 tons [55.8 metric tons]
Inventory rating:	26.7 tons [24.3 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	65.3
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:	$5,205,000

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	30,300 [as of 1998]
Truck traffic:	7% of total traffic
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Satisfactory [6 out of 9]
Substructure condition:	Satisfactory [6 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:	61.4 tons [55.8 metric tons]
Inventory rating:	26.7 tons [24.3 metric tons]
Sufficiency rating:	79.4
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:	$1,054,000

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	23,640 [as of 1988]
Truck traffic:	7% of total traffic
Deck condition:	Serious [3 out of 9]
Superstructure condition:	Poor [4 out of 9]
Substructure condition:	Satisfactory [6 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:	Scour calculation/evaluation has not been made. [6]
Operating rating:	39.6 tons [36.0 metric tons]
Inventory rating:	13.9 tons [12.6 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	14.3
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$2,714,000

Comments