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HWY CAMBRIDGE ST over HWY SOLDIERS FIELD RD

Suffolk County, Massachusetts

Map

Coordinates:
+42.36083, -71.11833
42°21'39" N, 71°07'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.

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

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.

Element	Units	Quantity	1. Good	2. Fair	3. Poor	4. Serious
Superstructure
Reinforced Concrete Girder/Beam	linear ft.	2,802	670	1,181	820	131
Deck
Reinforced Concrete Deck	sq. ft.	4,932	4,562	370	0	0
Wearing Surfaces	sq. ft.	3,900	3,705	195	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	545	119	164	262	0
Bearings
Movable Bearing	each	14	0	14	0	0
Steel Protective Coating	sq. ft.	999	999	0	0	0
Enclosed/Concealed Bearing	each	14	14	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	384	346	38	0	0
Steel Protective Coating	sq. ft.	999	999	0	0	0

© Copyright 2012-18, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1235142