69 HYW (18TH ST) over R32, UP& KCS RRS,2 ST
Map
Coordinates:
+39.08740, -94.6492839°05'15" N, 94°38'57" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | 69 HYW (18TH ST) over R32, UP& KCS RRS,2 ST |
| Structure number: | 999906901051421 |
| Location: | 0.36 MILES S I-70 |
| Purpose: | Carries highway over highway and railroad |
| Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
| Length of largest span: | 152.6 ft. [46.5 m] |
| Total length: | 2644.5 ft. [806.0 m] |
| Roadway width between curbs: | 75.5 ft. [23.0 m] |
| Deck width edge-to-edge: | 78.4 ft. [23.9 m] |
| Vertical clearance below bridge: | 16.7 ft. [5.1 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1959 |
| Year reconstructed: | 1990 |
| 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: | 31 |
| Main spans material: | Steel continuous [4] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| 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: | 26,000 [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: | Good [7 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 96.8 tons [88.0 metric tons] |
| Inventory rating: | 57.9 tons [52.6 metric tons] |
| Sufficiency rating: | 82.4 |
| Recommended work: | Bridge deck replacement with only incidental widening. [37] |
| Estimated cost of work: | $6,888,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 36,760 [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: | Good [7 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 96.0 tons [87.3 metric tons] |
| Inventory rating: | 57.4 tons [52.2 metric tons] |
| Sufficiency rating: | 78.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $15,057,000 |
1992 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 8,400 [as of 1990] |
| Truck traffic: | 5% of total traffic |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 35.6 tons [32.4 metric tons] |
| Inventory rating: | 9.9 tons [9.0 metric tons] |
| Sufficiency rating: | 12.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $15,057,000 |