CO. 260 over GAY CREEK

Map 

Facts 

Name:	CO. 260 over GAY CREEK
Structure number:	003918
Old structure number:	0000026009175Z0 (from 1992 edition)
Location:	2 MI. N.E. FIVE POINTS
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) [09]
Length of largest span:	52.2 ft. [15.9 m]
Total length:	57.4 ft. [17.5 m]
Roadway width between curbs:	15.1 ft. [4.6 m]
Deck width edge-to-edge:	15.1 ft. [4.6 m]
Owner:	County Highway Agency [02]
Year built:	1950
Historic significance:	Bridge is not eligible for the National Register of Historic Places [5]
Main span material:	Steel [3]
Main span design:	Stringer/Multi-beam or girder [02]
Deck type:	Concrete Cast-in-Place [1]
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) [1]

2010 Inspection 

Status:	Posted for load [P]
Average daily traffic:	15 [as of 1992]
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 foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:	35.1 tons [31.9 metric tons]
Inventory rating:	21.6 tons [19.6 metric tons]
Sufficiency rating:	64.1
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$381,000

2000 Inspection 

Status:	Posted for load [P]
Average daily traffic:	15 [as of 1992]
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:	35.0 tons [31.8 metric tons]
Inventory rating:	21.0 tons [19.1 metric tons]
Sufficiency rating:	63.2
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$93,000

1992 Inspection 

Status:	Posted for load [P]
Average daily traffic:	15 [as of 1990]
Deck condition:	Good [7 out of 9]
Superstructure condition:	Good [7 out of 9]
Substructure condition:	Good [7 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:	Scour calculation/evaluation has not been made. [6]
Operating rating:	34.7 tons [31.5 metric tons]
Inventory rating:	21.0 tons [19.1 metric tons]
Sufficiency rating:	69.9
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$72,000

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