MURRAY BOULEVARD over WEST FORK SAND CREEK
Map
Coordinates:
+38.85142, -104.7478238°51'05" N, 104°44'52" W
Source: National Bridge Inventory (2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | MURRAY BOULEVARD over WEST FORK SAND CREEK |
| Structure number: | CSG-K.46-09.92A |
| Location: | .35 S OF PALMER PARK BLVD |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 59.4 ft. [18.1 m] |
| Total length: | 66.3 ft. [20.2 m] |
| Roadway width between curbs: | 62.0 ft. [18.9 m] |
| Deck width edge-to-edge: | 80.1 ft. [24.4 m] |
| Skew angle: | 30° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1993 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [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: | 12,990 [as of 2004] |
| Truck traffic: | 4% 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: | 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: | 45.4 tons [41.3 metric tons] |
| Inventory rating: | 27.3 tons [24.8 metric tons] |
| Sufficiency rating: | 89.9 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 16,011 [as of 1998] |
| Truck traffic: | 6% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Very Good [8 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: | 44.6 tons [40.5 metric tons] |
| Inventory rating: | 26.7 tons [24.3 metric tons] |
| Sufficiency rating: | 89.9 |