HANCOCK EXPWY WB over SPRING CREEK
Map
Coordinates:
+38.80954, -104.7952038°48'34" N, 104°47'43" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | HANCOCK EXPWY WB over SPRING CREEK |
| Structure number: | CSG-H.96-06.92W |
| Location: | UNDER HIGHWAY 24 |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 27.9 ft. [8.5 m] |
| Total length: | 81.0 ft. [24.7 m] |
| Roadway width between curbs: | 28.5 ft. [8.7 m] |
| Deck width edge-to-edge: | 30.5 ft. [9.3 m] |
| Vertical clearance above deck: | 17.1 ft. [5.2 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] |
| Number of main spans: | 3 |
| Main spans material: | Prestressed concrete [5] |
| Main spans 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: | 2,290 [as of 2009] |
| Truck traffic: | 6% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Channel protection: | Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 39.9 tons [36.3 metric tons] |
| Inventory rating: | 36.0 tons [32.7 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 89.5 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,737 [as of 1998] |
| Truck traffic: | 6% 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: | 39.6 tons [36.0 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 89.8 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 8,584 [as of 1986] |
| 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: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 39.6 tons [36.0 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 81.0 |