LOCAL over LITTLE MUCHAKINOCK

Map 

Facts 

Name:	LOCAL over LITTLE MUCHAKINOCK
Structure number:	000000000236460
Location:	0751531
Purpose:	Carries highway over waterway
Route classification:	Minor Collector (Rural) [08]
Length of largest span:	89.9 ft. [27.4 m]
Total length:	93.2 ft. [28.4 m]
Roadway width between curbs:	20.0 ft. [6.1 m]
Deck width edge-to-edge:	21.7 ft. [6.6 m]
Skew angle:	45°
Owner:	County Highway Agency [02]
Year built:	1965
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:	Truss - Thru [10]
Deck type:	Concrete Cast-in-Place [1]
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) [1]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	350 [as of 2006]
Truck traffic:	18% of total traffic
Deck condition:	Fair [5 out of 9]
Superstructure condition:	Fair [5 out of 9]
Substructure condition:	Satisfactory [6 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:	35.2 tons [32.0 metric tons]
Inventory rating:	28.4 tons [25.8 metric tons]
Sufficiency rating:	57.3
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$240,000

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	80 [as of 1990]
Truck traffic:	15% 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:	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:	35.6 tons [32.4 metric tons]
Inventory rating:	28.7 tons [26.1 metric tons]
Sufficiency rating:	80.8
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$240,000

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	80 [as of 1985]
Truck traffic:	3% of total traffic
Deck condition:	Good [7 out of 9]
Superstructure condition:	Satisfactory [6 out of 9]
Substructure condition:	Very Good [8 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:	23.8 tons [21.6 metric tons]
Inventory rating:	15.8 tons [14.4 metric tons]
Sufficiency rating:	58.1
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$160,000

Comments