MONACO PKWY over HIGHLINE CANAL
Map
Coordinates:
+39.66918, -104.9127939°40'09" N, 104°54'46" W
Source: National Bridge Inventory (2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | MONACO PKWY over HIGHLINE CANAL |
| Structure number: | D-10-HC-180 |
| Location: | MONACO NORTH OF YALE AVE |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 42.0 ft. [12.8 m] |
| Total length: | 45.9 ft. [14.0 m] |
| Roadway width between curbs: | 78.1 ft. [23.8 m] |
| Deck width edge-to-edge: | 89.9 ft. [27.4 m] |
| Skew angle: | 46° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1964 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Prestressed concrete [5] |
| Main span 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: | 22,254 [as of 2008] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 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: | Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4] |
| Operating rating: | 36.4 tons [33.1 metric tons] |
| Inventory rating: | 21.9 tons [19.9 metric tons] |
| Sufficiency rating: | 68.7 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 27,991 [as of 1998] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Fair [5 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 assessed or calculated scour conditions; field review indicates action is required. [4] |
| Operating rating: | 35.6 tons [32.4 metric tons] |
| Inventory rating: | 20.8 tons [18.9 metric tons] |
| Sufficiency rating: | 64.9 |