MA ROUTE 28 over CAPE COD CANAL
Map
Coordinates:
+41.74333, -70.5883341°44'36" N, 70°35'18" W
Source: National Bridge Inventory (2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | MA ROUTE 28 over CAPE COD CANAL |
| Structure number: | CEPNEDMA2510001 |
| Location: | JUNCT MA RTES 25,28, & 6 |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Principal Arterial - Other (Rural) [02] |
| Length of largest span: | 616.2 ft. [187.8 m] |
| Total length: | 2384.0 ft. [726.6 m] |
| Roadway width between curbs: | 40.0 ft. [12.2 m] |
| Deck width edge-to-edge: | 48.6 ft. [14.8 m] |
| Vertical clearance above deck: | 15.1 ft. [4.6 m] |
| Vertical clearance below bridge: | 134.8 ft. [41.1 m] |
| Owner: | Corps of Engineers (Civil) [70] |
| Year built: | 1935 |
| Year reconstructed: | 1981 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | MS 18 / HS 20 [5] |
| Number of main spans: | 3 |
| Main spans material: | Steel [3] |
| Main spans design: | Arch - Thru [12] |
| Deck type: | Closed Grating [4] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 60,000 [as of 2004] |
| Truck traffic: | 20% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Serious [3 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| Pier/abutment protection: | In place and functioning [2] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 36.0 tons [32.7 metric tons] |
| Inventory rating: | 36.0 tons [32.7 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 21.0 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $8,468,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 195,000 [as of 1996] |
| Truck traffic: | 20% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 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] |
| Pier/abutment protection: | In place and functioning [2] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 36.0 tons [32.7 metric tons] |
| Inventory rating: | 36.0 tons [32.7 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 60.0 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $4,086,000 |