MILLTOWN RD over PLUM CREEK

Map 

Facts 

Name:	MILLTOWN RD over PLUM CREEK
Structure number:	022084001403560
Location:	1/4 MI. EAST OF SR 2058
Purpose:	Carries highway over waterway
Route classification:	Local (Urban) [19]
Length of largest span:	50.9 ft. [15.5 m]
Total length:	56.1 ft. [17.1 m]
Roadway width between curbs:	20.3 ft. [6.2 m]
Deck width edge-to-edge:	23.0 ft. [7.0 m]
Owner:	State Highway Agency [01]
Year built:	1979
Historic significance:	Bridge is not eligible for the National Register of Historic Places [5]
Design load:	M 13.5 / H 15 [2]
Main span material:	Steel [3]
Main span design:	Stringer/Multi-beam or girder [02]
Deck type:	Closed Grating [4]
Wearing surface:	Other [9]

2010 Inspection 

Status:	Open, would be posted or closed except for temporary shoring [D]
Average daily traffic:	2,295 [as of 2009]
Truck traffic:	13% of total traffic
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Fair [5 out of 9]
Substructure condition:	Poor [4 out of 9]
Channel protection:	Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:	88.8 tons [80.7 metric tons]
Inventory rating:	52.9 tons [48.1 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	49.0
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. [34]

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	2,088 [as of 2000]
Truck traffic:	5% of total traffic
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Fair [5 out of 9]
Substructure condition:	Poor [4 out of 9]
Channel protection:	Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:	Scour calculation/evaluation has not been made. [6]
Operating rating:	85.1 tons [77.4 metric tons]
Inventory rating:	51.5 tons [46.8 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	50.2
Recommended work:	Other structural work, including hydraulic replacements. [38]
Estimated cost of work:	$417,000

Comments