HOLLY ST over HIGHLINE CANAL
Map
Coordinates:
+39.67565, -104.9222639°40'32" N, 104°55'20" W
Source: National Bridge Inventory (2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | HOLLY ST over HIGHLINE CANAL |
| Structure number: | D-10-HC-170 |
| Location: | HOLLY AND ILIFF AVE |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Collector (Urban) [17] |
| Length of largest span: | 34.1 ft. [10.4 m] |
| Total length: | 37.1 ft. [11.3 m] |
| Roadway width between curbs: | 44.0 ft. [13.4 m] |
| Deck width edge-to-edge: | 56.1 ft. [17.1 m] |
| Skew angle: | 38° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1975 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Steel [3] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 4,993 [as of 2008] |
| Truck traffic: | 4% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 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: | 55.2 tons [50.2 metric tons] |
| Inventory rating: | 33.1 tons [30.1 metric tons] |
| Sufficiency rating: | 95.4 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 8,477 [as of 1998] |
| Truck traffic: | 4% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 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 condition. [5] |
| Operating rating: | 54.5 tons [49.5 metric tons] |
| Inventory rating: | 32.7 tons [29.7 metric tons] |
| Sufficiency rating: | 94.7 |