HWY MCCLELLN FRM over RR BMRR

Map

Coordinates:
+42.57233, -72.57611
42°34'20" N, 72°34'34" W

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

Name:	HWY MCCLELLN FRM over RR BMRR
Structure number:	D0602313WDOT634
Old structure number:	900213001100 `(from 1992 edition)`
Location:	.1 M E JCT RIVER RD.
Purpose:	Carries highway over railroad
Route classification:	Local (Rural) `[09]`
Length of largest span:	73.2 ft. `[22.3 m]`
Total length:	79.4 ft. `[24.2 m]`
Roadway width between curbs:	20.0 ft. `[6.1 m]`
Deck width edge-to-edge:	24.3 ft. `[7.4 m]`
Vertical clearance below bridge:	19.7 ft. `[6.0 m]`
Skew angle:	21°
Owner:	State Highway Agency `[01]`
Year built:	1909
Year reconstructed:	1950
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 18 / H 20 `[4]`
Main span material:	Steel `[3]`
Main span design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Poor
Status:	Open, would be posted or closed except for temporary shoring `[D]`
Average daily traffic:	120 `[as of 2005]`
Truck traffic:	6% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Poor `[4 out of 9]`
Substructure condition:	Poor `[4 out of 9]`
Structural appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Underclearances appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	45.7
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$2,908,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
March 2017	Poor	Fair	Poor	Poor	120	45.7
March 2016	Poor	Fair	Poor	Poor	120	45.7
March 2013	Poor	Fair	Poor	Poor	120	45.7
March 2011	Poor	Fair	Poor	Poor	120	45.7
March 2009	Poor	Fair	Poor	Poor	120	45.7
March 1999	Poor	Fair	Fair	Poor	100	57.3
August 1995	Poor	Fair	Fair	Poor	536	48.7
August 1993	Poor	Fair	Fair	Poor	449	48.7
October 1991	Poor	Fair	Fair	Poor	449	48.7

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.	353	353	0	0	0
Steel Protective Coating	sq. ft.	3,758	3,758	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	1,988	1,988	0	0	0
Wearing Surfaces	sq. ft.	1,590	1,590	0	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	52	25	12	15	0
Bearings
Movable Bearing	each	5	0	0	0	5
Steel Protective Coating	sq. ft.	38	0	0	0	38
Fixed Bearing	each	5	0	5	0	0
Steel Protective Coating	sq. ft.	38	0	0	0	38
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	160	0	160	0	0
Steel Protective Coating	sq. ft.	803	0	0	0	803