CR 261 over Creek

Map 

Facts 

Name:	CR 261 over Creek
Structure number:	000000000010099
Location:	0.6 Mi N SH 130
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) [09]
Length of largest span:	14.1 ft. [4.3 m]
Total length:	27.9 ft. [8.5 m]
Roadway width between curbs:	16.4 ft. [5.0 m]
Deck width edge-to-edge:	16.4 ft. [5.0 m]
Owner:	County Highway Agency [02]
Year built:	1976
Historic significance:	Historical significance is not determinable at this time [4]
Number of main spans:	2
Main spans material:	Wood or timber [7]
Main spans design:	Stringer/Multi-beam or girder [02]
Deck type:	Wood or Timber [8]
Wearing surface:	Wood or Timber [7]

2010 Inspection 

Status:	Posted for load [P]
Average daily traffic:	10 [as of 1987]
Truck traffic:	1% 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 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:	13.0 tons [11.8 metric tons]
Inventory rating:	9.0 tons [8.2 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	47.0
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

2000 Inspection 

Status:	Posted for load [P]
Average daily traffic:	10 [as of 1994]
Truck traffic:	1% of total traffic
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Good [7 out of 9]
Substructure condition:	Satisfactory [6 out of 9]
Channel protection:	The channel has changed to the extent the bridge is near a state of collapse. [2]
Scour condition:	Scour calculation/evaluation has not been made. [6]
Operating rating:	12.9 tons [11.7 metric tons]
Inventory rating:	8.9 tons [8.1 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	46.8
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$210,000

1992 Inspection 

Status:	Posted for load [P]
Average daily traffic:	10 [as of 1987]
Truck traffic:	1% 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 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:	9.9 tons [9.0 metric tons]
Inventory rating:	6.9 tons [6.3 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	42.2
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$77,000

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