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HWY CAMBRIDGE ST over HWY SOLDIERS FIELD RD

Map 

Coordinates:
+42.36083, -71.11833
42°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 2014 

Status:Open, no restriction [A]
Average daily traffic:40,500 [as of 2014]
Truck traffic:8% 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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:62.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,852,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201462.1Functionally obsoleteSatisfactoryFairFair40500
July 201262.1Functionally obsoleteSatisfactoryFairFair40500
July 201061.7Functionally obsoleteSatisfactoryFairFair43000
July 200867.4Functionally obsoleteSatisfactoryFairSatisfactory43000
July 199881.8Functionally obsoleteGoodGoodGood19900
July 199472.7Functionally obsoleteGoodGoodGood37310
July 199253.1Functionally obsoleteGoodSatisfactorySatisfactory37310
July 199053.0Functionally obsoleteSatisfactorySatisfactorySatisfactory38000