DRENNAN ROAD over JIMMY CAMP CREEK
Map
Coordinates:
+38.78099, -104.6506538°46'52" N, 104°39'02" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | DRENNAN ROAD over JIMMY CAMP CREEK |
| Structure number: | CSG-R.73-05.00 |
| Location: | 0.5 MI E MARKSHEFFEL RD |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 28.5 ft. [8.7 m] |
| Total length: | 60.4 ft. [18.4 m] |
| Roadway width between curbs: | 28.5 ft. [8.7 m] |
| Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1964 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 2 |
| Main spans material: | Prestressed concrete [5] |
| Main spans design: | Tee beam [04] |
| Deck type: | Other [9] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 379 [as of 2004] |
| Truck traffic: | 2% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 17.1 tons [15.5 metric tons] |
| Inventory rating: | 17.1 tons [15.5 metric tons] |
| Sufficiency rating: | 63.2 |
2000 Inspection
| Status: | Open, posting recommended but not legally implemented [B] |
| Average daily traffic: | 286 [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: | Good [7 out of 9] |
| Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 16.8 tons [15.3 metric tons] |
| Inventory rating: | 16.8 tons [15.3 metric tons] |
| Sufficiency rating: | 74.0 |
1992 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 198 [as of 1986] |
| Truck traffic: | 4% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 20.8 tons [18.9 metric tons] |
| Inventory rating: | 16.8 tons [15.3 metric tons] |
| Sufficiency rating: | 72.3 |