HWY CAMBRIDGE ST over HWY SOLDIERS FIELD RD
Map
Coordinates:
+42.36083, -71.1183342°21'39" N, 71°07'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | HWY CAMBRIDGE ST over HWY SOLDIERS FIELD RD |
Structure number: | B163774EHDOTNBI |
Old structure number: | MDC896027100 (from 1992 edition) |
Location: | .2 MI S OF WESTERN AVE |
Purpose: | Carries highway and pedestrian walkway over highway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 60.0 ft. [18.3 m] |
Total length: | 65.9 ft. [20.1 m] |
Roadway width between curbs: | 60.0 ft. [18.3 m] |
Deck width edge-to-edge: | 80.1 ft. [24.4 m] |
Vertical clearance below bridge: | 9.8 ft. [3.0 m] |
Skew angle: | 17° |
Owner: | State Highway Agency [01] |
Year built: | 1954 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Concrete [1] |
Main span design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: July 2016
Good/Fair/Poor Condition: | Fair |
Status: | Open, would be posted or closed except for temporary shoring [D] |
Average daily traffic: | 41,379 [as of 2016] |
Truck traffic: | 6% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Scour condition: | Bridge not over waterway. [N] |
Operating rating: | 48.0 tons [43.6 metric tons] |
Inventory rating: | 28.7 tons [26.1 metric tons] |
Sufficiency rating: | 62.0 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $2,752,000 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
July 2016 | 62.0 | Fair | Satisfactory | Fair | Fair | FO | 41379 |
July 2014 | 62.1 | Fair | Satisfactory | Fair | Fair | FO | 40500 |
July 2012 | 62.1 | Fair | Satisfactory | Fair | Fair | FO | 40500 |
July 2010 | 61.7 | Fair | Satisfactory | Fair | Fair | FO | 43000 |
July 2008 | 67.4 | Fair | Satisfactory | Fair | Satisfactory | FO | 43000 |
July 1998 | 81.8 | Good | Good | Good | Good | FO | 19900 |
July 1994 | 72.7 | Good | Good | Good | Good | FO | 37310 |
July 1992 | 53.1 | Fair | Good | Satisfactory | Satisfactory | FO | 37310 |
July 1990 | 53.0 | Fair | Satisfactory | Satisfactory | Satisfactory | FO | 38000 |