Details NBI 2012
| State: | MA |
|---|---|
| Place Name: | Wareham (Town of) |
| County: | Plymouth |
| NBI Structure Number: | W0601845HDOTNBI |
| Route Sign Prefix: | U.S. Highway |
| Route Number: | 6 |
| Facility Carried: | US 6 SANDWICH RD |
| Feature Intersected: | WATER AGAWAM RIVER |
| Location: | 1.3 M E OF NARROWS RD |
| Year Built: | 1930 |
| Status: | Functionally Obsolete |
| RecordType: | Roadway is carried ON the structure |
| Level of Service: | Mainline roadway |
| Owner: | State Highway Agency |
| Highway Agency District: | 05 |
| Maintenance Responsibility: | State Highway Agency |
| Functional Class: | Minor Arterial, Urban |
| Service On Bridge: | Highway-pedestrian |
| Service Under Bridge: | Waterway |
| Latitude: | 41 45 47.60 N |
| Longitude: | 70 41 20.85 W |
| Material Design: | Concrete |
| Design Construction: | Tee Beam |
| Approach Material Design: | Other |
| Approach Design Construction: | Other |
| Structure Length (m): | 11.0 |
| Approach Roadway Width (m): | 9.4 |
| Lanes on Structure: | 2 |
| Average Daily Traffic: | 12300 |
| Year of Average Daily Traffic: | 2010 |
| Design Load: | M 18 |
| Scour: | Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required to protect exposed foundations |
| Bridge Railings: | Do not meet currently acceptable standards. |
| Historical Significance: | Bridge is not eligible for the National Register of Historic Places. |
| # of Spans in Main Structure: | 1 |
| Bridge Median: | No Median |
| StructureFlared: | No flare |
| Transitions: | Does not meet currently acceptable standards. |
| Approach Guardrail: | Meets currently acceptable standards. |
| Approach Guardrail Ends: | Not Applicable |
| Navigation Control: | No Navigation Control on waterway (bridge permit not required). |
| Structure Open?: | Open, no restrictions |
| Deck: | Satisfactory Condition |
| Superstructure: | Fair Condition |
| Substructure: | Satisfactory Condition |
| Structural Evaluation: | Somewhat better than minimum adequacy to tolerate being left in place as is |
| Sufficiency Rating (%): | 70.5 |
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