HUMBOLDT ST over EAST HARVARD GULCH
Map
Coordinates:
+39.67126, -104.9699139°40'17" N, 104°58'12" W
Source: National Bridge Inventory (2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | HUMBOLDT ST over EAST HARVARD GULCH |
| Structure number: | D-13-HGE-100 |
| Location: | HUMBOLDT & E HARVARD GULC |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 25.9 ft. [7.9 m] |
| Total length: | 28.9 ft. [8.8 m] |
| Roadway width between curbs: | 36.1 ft. [11.0 m] |
| Deck width edge-to-edge: | 44.6 ft. [13.6 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1967 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Concrete [1] |
| Main span design: | Slab [01] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 278 [as of 2008] |
| Truck traffic: | 2% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 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 the assessed or calculated scour condition. [8] |
| Operating rating: | 28.8 tons [26.2 metric tons] |
| Inventory rating: | 17.4 tons [15.8 metric tons] |
| Sufficiency rating: | 73.0 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 273 [as of 1998] |
| Truck traffic: | 2% 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: | 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 the assessed or calculated scour condition. [8] |
| Operating rating: | 44.6 tons [40.5 metric tons] |
| Inventory rating: | 26.7 tons [24.3 metric tons] |
| Sufficiency rating: | 89.5 |