GRANT ST over CHERRY CREEK
Map
Coordinates:
+39.72378, -104.9837439°43'26" N, 104°59'01" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | GRANT ST over CHERRY CREEK |
| Structure number: | D-01-CC-210A |
| Location: | GRANT ST AT SPEER BLVD |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 47.9 ft. [14.6 m] |
| Total length: | 100.7 ft. [30.7 m] |
| Roadway width between curbs: | 40.0 ft. [12.2 m] |
| Deck width edge-to-edge: | 56.1 ft. [17.1 m] |
| Skew angle: | 37° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1986 |
| 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: | 2 |
| Main spans material: | Prestressed concrete [5] |
| Main spans design: | Tee beam [04] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 8,404 [as of 2008] |
| 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] |
| 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 foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 73.7 tons [67.0 metric tons] |
| Inventory rating: | 44.2 tons [40.2 metric tons] |
| Sufficiency rating: | 79.0 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 14,933 [as of 1998] |
| Truck traffic: | 6% 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] |
| 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 foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 72.3 tons [65.7 metric tons] |
| Inventory rating: | 43.6 tons [39.6 metric tons] |
| Sufficiency rating: | 78.3 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 8,600 [as of 1985] |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Very Good [8 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: | 62.4 tons [56.7 metric tons] |
| Inventory rating: | 41.6 tons [37.8 metric tons] |
| Sufficiency rating: | 79.2 |