ROBINSON RD over CANEY CREEK

Map 

Facts 

Name:	ROBINSON RD over CANEY CREEK
Structure number:	SA2500000000136
Location:	SEC 13 T 5N R 1W
Purpose:	Carries highway over waterway
Route classification:	Collector (Urban) [17]
Length of largest span:	19.0 ft. [5.8 m]
Total length:	57.1 ft. [17.4 m]
Roadway width between curbs:	26.6 ft. [8.1 m]
Deck width edge-to-edge:	27.9 ft. [8.5 m]
Skew angle:	30°
Owner:	City or Municipal Highway Agency [04]
Year built:	1966
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:	Concrete [1]
Main spans design:	Channel beam [22]
Deck type:	Concrete Precast Panels [2]
Wearing surface:	Bituminous [6]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	7,400 [as of 2007]
Truck traffic:	8% of total traffic
Deck condition:	Good [7 out of 9]
Superstructure condition:	Good [7 out of 9]
Substructure condition:	Fair [5 out of 9]
Channel protection:	Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:	Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:	24.8 tons [22.5 metric tons]
Inventory rating:	18.8 tons [17.1 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	47.8
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:	$40,000

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	7,250 [as of 1997]
Truck traffic:	8% of total traffic
Deck condition:	Good [7 out of 9]
Superstructure condition:	Good [7 out of 9]
Substructure condition:	Satisfactory [6 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:	Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:	24.8 tons [22.5 metric tons]
Inventory rating:	18.8 tons [17.1 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	58.2
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:	$40,000

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