C2002 over OTTAUQUECHEE RIVER
Map
Coordinates:
+43.63100, -72.4676143°37'52" N, 72°28'03" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | C2002 over OTTAUQUECHEE RIVER |
| Structure number: | 101424004514241 |
| Location: | 0.03 MI TO JCT W US 4 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 92.9 ft. [28.3 m] |
| Total length: | 198.2 ft. [60.4 m] |
| Roadway width between curbs: | 14.8 ft. [4.5 m] |
| Deck width edge-to-edge: | 14.8 ft. [4.5 m] |
| Vertical clearance above deck: | 7.9 ft. [2.4 m] |
| Owner: | Town or Township Highway Agency [03] |
| Year built: | 1836 |
| Year reconstructed: | 1952 |
| Historic significance: | Bridge is on the National Register of Historic Places [1] |
| Number of main spans: | 2 |
| Main spans material: | Wood or timber [7] |
| Main spans design: | Arch - Thru [12] |
| Deck type: | Wood or Timber [8] |
| Wearing surface: | Wood or Timber [7] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,500 [as of 2008] |
| Truck traffic: | 2% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Fair [5 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: | 7.9 tons [7.2 metric tons] |
| Inventory rating: | 7.9 tons [7.2 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 8.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $1,029,000 |
2000 Inspection
| Status: | Posted for other load-capacity restriction [R] |
| Average daily traffic: | 1,500 [as of 1996] |
| Truck traffic: | 2% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Fair [5 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: | 7.9 tons [7.2 metric tons] |
| Inventory rating: | 7.9 tons [7.2 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 8.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $771,000 |
1992 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 1,200 [as of 1988] |
| Truck traffic: | 2% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Poor [4 out of 9] |
| Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 7.9 tons [7.2 metric tons] |
| Inventory rating: | 7.9 tons [7.2 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 10.8 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $1,306,000 |