HAMILTON STREET over ELMHURST CREEK
Map
Coordinates:
+37.75583, -122.1900037°45'21" N, 122°11'24" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | HAMILTON STREET over ELMHURST CREEK |
| Structure number: | 33C0154 |
| Location: | HEGENBERGER RD MEDIAN |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 13.1 ft. [4.0 m] |
| Total length: | 26.9 ft. [8.2 m] |
| Roadway width between curbs: | 108.9 ft. [33.2 m] |
| Deck width edge-to-edge: | 112.5 ft. [34.3 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1968 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 2 |
| Main spans material: | Concrete [1] |
| Main spans design: | Culvert [19] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 2,580 [as of 1978] |
| Truck traffic: | 1% of total traffic |
| 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] |
| Culvert condition: | No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [8] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 58.9 tons [53.5 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 96.8 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 2,580 [as of 1998] |
| Truck traffic: | 1% of total traffic |
| 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] |
| Culvert condition: | No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [8] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 58.9 tons [53.5 metric tons] |
| Inventory rating: | 35.9 tons [32.6 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 92.7 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 2,580 [as of 1978] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Very Good [8 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: | 58.4 tons [53.1 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 96.8 |