US54/US400 HWY EB over GROVE ST EL-WL
Map
Coordinates:
+37.67932, -97.3081137°40'46" N, 97°18'29" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | US54/US400 HWY EB over GROVE ST EL-WL |
| Structure number: | 999905400873001 |
| Location: | US54 & GROVE ST |
| Purpose: | Carries highway over highway |
| Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
| Length of largest span: | 46.9 ft. [14.3 m] |
| Total length: | 168.6 ft. [51.4 m] |
| Roadway width between curbs: | 51.8 ft. [15.8 m] |
| Deck width edge-to-edge: | 54.1 ft. [16.5 m] |
| Vertical clearance below bridge: | 17.4 ft. [5.3 m] |
| Skew angle: | 7° |
| 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: | Low slump Concrete [4] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 37,150 [as of 2009] |
| 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: | 77.9 tons [70.8 metric tons] |
| Inventory rating: | 45.9 tons [41.7 metric tons] |
| Sufficiency rating: | 97.0 |
| Recommended work: | Bridge deck replacement with only incidental widening. [37] |
| Estimated cost of work: | $302,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 28,365 [as of 1999] |
| 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: | 67.3 tons [61.2 metric tons] |
| Inventory rating: | 39.6 tons [36.0 metric tons] |
| Sufficiency rating: | 96.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $961,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 25,745 [as of 1990] |
| Truck traffic: | 3% 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: | 60.4 tons [54.9 metric tons] |
| Inventory rating: | 40.6 tons [36.9 metric tons] |
| Sufficiency rating: | 97.0 |