MORRIS AVENUE over RTE I95
Map
Coordinates:
+40.84498, -73.9093740°50'42" N, 73°54'34" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | MORRIS AVENUE over RTE I95 |
| Structure number: | 000000001066290 |
| Location: | .9 MI E I87+I95 |
| Purpose: | Carries highway and pedestrian walkway over highway |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 88.9 ft. [27.1 m] |
| Total length: | 101.7 ft. [31.0 m] |
| Roadway width between curbs: | 59.7 ft. [18.2 m] |
| Deck width edge-to-edge: | 82.0 ft. [25.0 m] |
| Vertical clearance below bridge: | 14.8 ft. [4.5 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1960 |
| Year reconstructed: | 1975 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Steel [3] |
| Main span design: | Frame [07] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 6,913 [as of 1999] |
| Truck traffic: | 13% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 55.9 tons [50.8 metric tons] |
| Inventory rating: | 31.9 tons [29.0 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 88.6 |
| Recommended work: | Bridge deck replacement with only incidental widening. [37] |
| Estimated cost of work: | $4,059,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 6,913 [as of 1999] |
| Truck traffic: | 4% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 98.8 tons [89.8 metric tons] |
| Inventory rating: | 35.9 tons [32.6 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 90.7 |
| Recommended work: | Bridge deck rehabilitation with only incidental widening. [36] |
| Estimated cost of work: | $1,182,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 4,000 [as of 1974] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 79.6 |
| Recommended work: | Bridge deck replacement with only incidental widening. [37] |
| Estimated cost of work: | $459,000 |