RAMP N TO E over GROVE ST
Map
Coordinates:
+37.67911, -97.3083237°40'45" N, 97°18'30" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | RAMP N TO E over GROVE ST |
| Structure number: | 999905400873021 |
| Location: | KELLOGG & GROVE |
| Purpose: | Carries highway over highway |
| Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
| Length of largest span: | 51.2 ft. [15.6 m] |
| Total length: | 183.7 ft. [56.0 m] |
| Roadway width between curbs: | 36.1 ft. [11.0 m] |
| Deck width edge-to-edge: | 38.1 ft. [11.6 m] |
| Vertical clearance below bridge: | 16.1 ft. [4.9 m] |
| Skew angle: | 24° |
| Owner: | State Highway Agency [01] |
| Year built: | 1976 |
| 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: | 4 |
| Main spans material: | Concrete continuous [2] |
| Main spans design: | Slab [01] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 37,150 [as of 2009] |
| Truck traffic: | 6% 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] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 72.3 tons [65.7 metric tons] |
| Inventory rating: | 43.0 tons [39.1 metric tons] |
| Sufficiency rating: | 97.0 |
| Recommended work: | Bridge deck replacement with only incidental widening. [37] |
| Estimated cost of work: | $228,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 8,944 [as of 1986] |
| Truck traffic: | 4% 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] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 68.3 tons [62.1 metric tons] |
| Inventory rating: | 40.6 tons [36.9 metric tons] |
| Sufficiency rating: | 97.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $1,047,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 8,944 [as of 1986] |
| Truck traffic: | 3% 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] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 65.3 tons [59.4 metric tons] |
| Inventory rating: | 43.6 tons [39.6 metric tons] |
| Sufficiency rating: | 96.0 |