FARMERS BOULEVARD over RTE 907D, RTE 907D
Map
Coordinates:
+40.66691, -73.7670340°40'01" N, 73°46'01" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | FARMERS BOULEVARD over RTE 907D, RTE 907D |
| Structure number: | 000000002231620 |
| Location: | 1.8 MI E JCT I678 & BL PK |
| Purpose: | Carries highway and pedestrian walkway over highway |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 48.9 ft. [14.9 m] |
| Total length: | 91.9 ft. [28.0 m] |
| Roadway width between curbs: | 44.0 ft. [13.4 m] |
| Deck width edge-to-edge: | 66.9 ft. [20.4 m] |
| Vertical clearance below bridge: | 12.8 ft. [3.9 m] |
| Skew angle: | 12° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1940 |
| Year reconstructed: | 1994 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 18 / H 20 [4] |
| Number of main spans: | 2 |
| Main spans material: | Concrete continuous [2] |
| Main spans design: | Frame [07] |
| Deck type: | Not applicable [N] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 17,305 [as of 2009] |
| Truck traffic: | 13% of total traffic |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 59.3 tons [53.9 metric tons] |
| Inventory rating: | 15.3 tons [13.9 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 9.8 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $2,699,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 17,081 [as of 1999] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 58.9 tons [53.5 metric tons] |
| Inventory rating: | 15.0 tons [13.6 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 11.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $2,160,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 10,160 [as of 1971] |
| Truck traffic: | 10% of total traffic |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Poor [4 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 57.0 tons [51.8 metric tons] |
| Inventory rating: | 14.9 tons [13.5 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 23.1 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $187,000 |