LAMAR RD over CANEY BRANCH

Map 

Facts 

Name:	LAMAR RD over CANEY BRANCH
Structure number:	007102
Location:	0.3 MI.S.OF US 80
Purpose:	Carries highway over waterway
Route classification:	Collector (Urban) [17]
Length of largest span:	34.1 ft. [10.4 m]
Total length:	136.2 ft. [41.5 m]
Roadway width between curbs:	24.0 ft. [7.3 m]
Deck width edge-to-edge:	28.9 ft. [8.8 m]
Owner:	County Highway Agency [02]
Year built:	1960
Historic significance:	Bridge is not eligible for the National Register of Historic Places [5]
Design load:	M 18 / H 20 [4]
Number of main spans:	4
Main spans material:	Concrete [1]
Main spans design:	Tee beam [04]
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:	500 [as of 1990]
Truck traffic:	1% 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:	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 with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:	33.9 tons [30.8 metric tons]
Inventory rating:	25.0 tons [22.7 metric tons]
Sufficiency rating:	73.7
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:	$1,521,000

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	500 [as of 1990]
Truck traffic:	1% of total traffic
Deck condition:	Good [7 out of 9]
Superstructure condition:	Good [7 out of 9]
Substructure condition:	Good [7 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:	33.9 tons [30.8 metric tons]
Inventory rating:	25.0 tons [22.7 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	67.7
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:	$399,000

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