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KTA RAMP TO K15 over I-35 HWY (KTA)

Map 

Coordinates:
+37.62530, -97.29526
37°37'31" N, 97°17'43" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.

Facts 

Name:KTA RAMP TO K15 over I-35 HWY (KTA)
Structure number:999903500872433
Location:0.20 MI NE K-15
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:59.1 ft. [18.0 m]
Total length:174.5 ft. [53.2 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:41.3 ft. [12.6 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Owner:State Toll Authority [31]
Year built:1956
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:4
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

2010 Inspection 

Status:Open, no restriction [A]
Average daily traffic:822 [as of 2003]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Scour condition:Bridge not over waterway. [N]
Operating rating:80.2 tons [72.9 metric tons]
Inventory rating:48.2 tons [43.8 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:93.0
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$217,000

2000 Inspection 

Status:Open, no restriction [A]
Average daily traffic:1,795 [as of 1999]
Truck traffic:15% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Scour condition:Bridge not over waterway. [N]
Operating rating:79.2 tons [72.0 metric tons]
Inventory rating:47.5 tons [43.2 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:88.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$906,000

1992 Inspection 

Status:Open, no restriction [A]
Average daily traffic:1,795 [as of 1990]
Truck traffic:17% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Scour condition:Bridge not over waterway. [N]
Operating rating:18.6 tons [16.9 metric tons]
Inventory rating:18.6 tons [16.9 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:73.6
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$217,000