K-18 HWY over SOUTH FORK SOLOMON RIVER

Map 

Facts 

Name:	K-18 HWY over SOUTH FORK SOLOMON RIVER
Structure number:	999901800330441
Location:	0.69 MI S US-24
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Rural) [06]
Length of largest span:	89.9 ft. [27.4 m]
Total length:	623.4 ft. [190.0 m]
Roadway width between curbs:	36.1 ft. [11.0 m]
Deck width edge-to-edge:	38.1 ft. [11.6 m]
Owner:	State Highway Agency [01]
Year built:	1993
Historic significance:	Bridge is not eligible for the National Register of Historic Places [5]
Design load:	MS 18 / HS 20 [5]
Number of main spans:	7
Main spans material:	Prestressed concrete continuous [6]
Main spans design:	Stringer/Multi-beam or girder [02]
Deck type:	Concrete Precast Panels [2]
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) [1]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	1,080 [as of 2009]
Truck traffic:	15% of total traffic
Deck condition:	Good [7 out of 9]
Superstructure condition:	Very Good [8 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:	Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:	63.9 tons [58.1 metric tons]
Inventory rating:	38.0 tons [34.5 metric tons]
Sufficiency rating:	100.0
Recommended work:	Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:	$774,000

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	1,065 [as of 1999]
Truck traffic:	12% of total traffic
Deck condition:	Very Good [8 out of 9]
Superstructure condition:	Very Good [8 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:	Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:	63.4 tons [57.6 metric tons]
Inventory rating:	37.6 tons [34.2 metric tons]
Sufficiency rating:	100.0
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$3,223,000

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