US24 HWY over ANTELOPE CREEK DRAINAGE

Map 

Facts 

Name:	US24 HWY over ANTELOPE CREEK DRAINAGE
Structure number:	999902400330021
Location:	3.56 MI E SHERIDAN CO L
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Rural) [06]
Length of largest span:	56.1 ft. [17.1 m]
Total length:	250.7 ft. [76.4 m]
Roadway width between curbs:	27.9 ft. [8.5 m]
Deck width edge-to-edge:	33.5 ft. [10.2 m]
Owner:	State Highway Agency [01]
Year built:	1957
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:	5
Main spans material:	Concrete continuous [2]
Main spans design:	Tee beam [04]
Deck type:	Concrete Cast-in-Place [1]
Wearing surface:	Low slump Concrete [4]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	640 [as of 2009]
Truck traffic:	30% 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:	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:	Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:	46.9 tons [42.6 metric tons]
Inventory rating:	27.8 tons [25.3 metric tons]
Sufficiency rating:	89.8
Recommended work:	Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:	$242,000

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	565 [as of 1999]
Truck traffic:	27% 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:	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:	Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:	46.5 tons [42.3 metric tons]
Inventory rating:	27.7 tons [25.2 metric tons]
Sufficiency rating:	89.7
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$1,168,000

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	670 [as of 1990]
Truck traffic:	24% of total traffic
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Good [7 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:	44.6 tons [40.5 metric tons]
Inventory rating:	26.7 tons [24.3 metric tons]
Sufficiency rating:	88.8

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