BEVERLY-FIRST ST over BEVERLY/GLENDALE SEP
Map
Coordinates:
+34.06167, -118.2597234°03'42" N, 118°15'35" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | BEVERLY-FIRST ST over BEVERLY/GLENDALE SEP |
| Structure number: | 53C0045 |
| Location: | AT 2ND STREET |
| Purpose: | Carries highway over highway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 203.1 ft. [61.9 m] |
| Total length: | 562.0 ft. [171.3 m] |
| Roadway width between curbs: | 44.6 ft. [13.6 m] |
| Deck width edge-to-edge: | 50.5 ft. [15.4 m] |
| Vertical clearance below bridge: | 15.7 ft. [4.8 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1942 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | M 18 / H 20 [4] |
| Main span material: | Concrete [1] |
| 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: | 22,102 [as of 2002] |
| Truck traffic: | 3% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 63.8 tons [58.0 metric tons] |
| Inventory rating: | 38.9 tons [35.4 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 59.6 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $4,431,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 22,400 [as of 1998] |
| Truck traffic: | 3% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 63.8 tons [58.0 metric tons] |
| Inventory rating: | 38.9 tons [35.4 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 71.1 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $4,594,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 22,400 [as of 1984] |
| Truck traffic: | 3% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Very Good [8 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 63.4 tons [57.6 metric tons] |
| Inventory rating: | 38.6 tons [35.1 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 71.7 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $1,858,000 |