I 70 ML EBND over SAND CREEK
Map
Coordinates:
+39.77828, -104.9000939°46'42" N, 104°54'00" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | I 70 ML EBND over SAND CREEK |
| Structure number: | E-17-BY |
| Location: | DENVER |
| Purpose: | Carries highway over waterway |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 54.1 ft. [16.5 m] |
| Total length: | 335.6 ft. [102.3 m] |
| Roadway width between curbs: | 52.2 ft. [15.9 m] |
| Deck width edge-to-edge: | 56.1 ft. [17.1 m] |
| Skew angle: | 20° |
| Owner: | State Highway Agency [01] |
| Year built: | 1960 |
| 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: | 6 |
| Main spans material: | Concrete [1] |
| 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: | 68,000 [as of 2007] |
| Truck traffic: | 9% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Poor [4 out of 9] |
| Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| Scour condition: | Countermeasures have been installed to mitigate an existing problem with scour. [7] |
| Operating rating: | 50.9 tons [46.3 metric tons] |
| Inventory rating: | 30.9 tons [28.1 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 42.8 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $4,473,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 57,645 [as of 1997] |
| Truck traffic: | 11% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| Scour condition: | Countermeasures have been installed to mitigate an existing problem with scour. [7] |
| Operating rating: | 50.5 tons [45.9 metric tons] |
| Inventory rating: | 30.7 tons [27.9 metric tons] |
| Sufficiency rating: | 57.2 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 41,500 [as of 1988] |
| Truck traffic: | 9% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 42.6 tons [38.7 metric tons] |
| Inventory rating: | 33.7 tons [30.6 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 45.5 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $1,588,000 |