HWY LAND BLVD over WATER LECHMERE CANAL

Map

Coordinates:
+42.36845, -71.07404
42°22'06" N, 71°04'27" W

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

Name:	HWY LAND BLVD over WATER LECHMERE CANAL
Structure number:	C010013F1DOTNBI
Old structure number:	443812022101 `(from 1992 edition)`
Location:	500 FT W OF JCT SR 28
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	44.0 ft. `[13.4 m]`
Total length:	130.9 ft. `[39.9 m]`
Roadway width between curbs:	44.9 ft. `[13.7 m]`
Deck width edge-to-edge:	60.7 ft. `[18.5 m]`
Vertical clearance below bridge:	6.6 ft. `[2.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	1986
Historic significance:	Bridge is possibly eligible for the National Register of Historic Places `[3]`
Design load:	MS 18 / HS 20 `[5]`
Number of main spans:	3
Main spans material:	Steel continuous `[4]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	53,793 `[as of 2018]`
Truck traffic:	4% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Water adequacy appraisal:	Superior to present desirable criteria `[9]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
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]`
Sufficiency rating:	70.4
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$10,666,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
March 2018	Fair	Fair	Good	Good	53793	70.4
March 2016	Fair	Satisfactory	Good	Good	56800	71.1
March 2014	Fair	Satisfactory	Good	Good	40500	73.1
March 2012	Fair	Satisfactory	Good	Good	40500	73.1
March 2010	Good	Good	Good	Good	40300	73.1
April 1998	Good	Very Good	Very Good	Very Good	25600	77.9
April 1994	Good	Very Good	Very Good	Very Good	36500	69.4
April 1992	Good	Very Good	Very Good	Very Good	34800	49.8
June 1990	Good	Very Good	Very Good	Very Good	68901	44.4

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Girder/Beam	linear ft.	1,960	1,600	360	0	0
Steel Protective Coating	sq. ft.	11,995	9,767	0	0	2,228
Deck
Reinforced Concrete Deck	sq. ft.	14,548	13,479	143	926	0
Wearing Surfaces	sq. ft.	10,714	7,487	3,225	2	0
Substructure
Reinforced Concrete Column	each	14	0	14	0	0
Reinforced Concrete Abutment	linear ft.	104	98	6	0	0
Concrete Protective Coating	sq. ft.	2,778	0	0	2,778	0
Reinforced Concrete Pier Cap	linear ft.	234	234	0	0	0
Joints
Compression Joint	linear ft.	92	0	92	0	0
Bearings
Movable Bearing	each	45	43	0	2	0
Steel Protective Coating	sq. ft.	1,472	0	0	1,472	0
Fixed Bearing	each	15	15	0	0	0
Steel Protective Coating	sq. ft.	490	0	490	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	261	261	0	0	0
Steel Protective Coating	sq. ft.	963	963	0	0	0