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K84 HWY over S FK SOLOMON R

Map 

Coordinates:
+39.35690, -99.97260
39°21'25" N, 99°58'21" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.

Facts 

Name:K84 HWY over S FK SOLOMON R
Structure number:999908400330321
Location:0.46 MI S US24
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:63.0 ft. [19.2 m]
Total length:407.5 ft. [124.2 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:29.2 ft. [8.9 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:9
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:295 [as of 2009]
Truck traffic:12% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 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:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:27.9 tons [25.4 metric tons]
Inventory rating:16.9 tons [15.4 metric tons]
Sufficiency rating:66.5
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$366,000

2000 Inspection 

Status:Open, no restriction [A]
Average daily traffic:400 [as of 1999]
Truck traffic:9% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 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 is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:30.7 tons [27.9 metric tons]
Inventory rating:14.9 tons [13.5 metric tons]
Sufficiency rating:63.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,477,000

1992 Inspection 

Status:Open, no restriction [A]
Average daily traffic:360 [as of 1990]
Truck traffic:10% of total traffic
Deck condition:Good [7 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:55.4 tons [50.4 metric tons]
Inventory rating:23.4 tons [21.3 metric tons]
Sufficiency rating:77.4
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$366,000