COUNTY ROAD 27 over BARGE CANAL
Map
Coordinates:
+42.94557, -74.2889242°56'44" N, 74°17'20" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | COUNTY ROAD 27 over BARGE CANAL |
| Structure number: | 000000004310090 |
| Location: | S TRIBES HILL/N.FT HUNTER |
| Purpose: | Carries highway over waterway |
| Route classification: | Collector (Urban) [17] |
| Length of largest span: | 244.8 ft. [74.6 m] |
| Total length: | 678.8 ft. [206.9 m] |
| Roadway width between curbs: | 18.0 ft. [5.5 m] |
| Deck width edge-to-edge: | 19.0 ft. [5.8 m] |
| Vertical clearance above deck: | 14.4 ft. [4.4 m] |
| Vertical clearance below bridge: | 19.7 ft. [6.0 m] |
| Owner: | Other State Agencies [21] |
| Year built: | 1910 |
| Year reconstructed: | 2003 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | M 13.5 / H 15 [2] |
| Number of main spans: | 2 |
| Main spans material: | Steel [3] |
| Main spans design: | Truss - Thru [10] |
| 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: | 1,789 [as of 2008] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Satisfactory [6 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] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 72.8 tons [66.2 metric tons] |
| Inventory rating: | 46.9 tons [42.6 metric tons] |
| Sufficiency rating: | 59.4 |
| Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
| Estimated cost of work: | $4,328,000 |
2000 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 2,043 [as of 1996] |
| Truck traffic: | 6% of total traffic |
| Deck condition: | Serious [3 out of 9] |
| Superstructure condition: | Serious [3 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Channel protection: | There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 27.9 tons [25.4 metric tons] |
| Inventory rating: | 18.9 tons [17.2 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 2.0 |
| Recommended work: | Replacement of bridge or other structure because of relocation of road. [32] |
| Estimated cost of work: | $6,910,000 |
1992 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 2,602 [as of 1973] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Serious [3 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] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 27.7 tons [25.2 metric tons] |
| Inventory rating: | 18.8 tons [17.1 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $4,567,000 |