MAIN STREET over MEDOMAK RIVER

Map

Coordinates:
+44.09501, -69.37797
44°05'42" N, 69°22'41" W

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

Name:	MAIN STREET over MEDOMAK RIVER
Structure number:	2505
Location:	.1 MI W JCT 220
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	44.9 ft. `[13.7 m]`
Total length:	50.9 ft. `[15.5 m]`
Roadway width between curbs:	24.0 ft. `[7.3 m]`
Deck width edge-to-edge:	25.9 ft. `[7.9 m]`
Owner:	State Highway Agency `[01]`
Year built:	1968
Historic significance:	Historical significance is not determinable at this time `[4]`
Main span material:	Steel `[3]`
Main span design:	Girder and floorbeam system `[03]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	2,880 `[as of 2016]`
Truck traffic:	5% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 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]`
Water adequacy appraisal:	Superior to present desirable criteria `[9]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. `[7]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	57.6

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
December 2018	Fair	Satisfactory	Satisfactory	Fair	2880	57.6
April 2017	Fair	Satisfactory	Satisfactory	Fair	2880	57.6
July 2015	Fair	Satisfactory	Satisfactory	Fair	2689	57.4
November 2014	Fair	Satisfactory	Satisfactory	Fair	2660	60.8
October 2013	Fair	Satisfactory	Satisfactory	Fair	2640	60.8
July 2012	Fair	Satisfactory	Satisfactory	Fair	2656	60.8
August 2011	Fair	Satisfactory	Satisfactory	Fair	2640	61.8
August 2010	Fair	Good	Good	Fair	2710	61.8
December 2009	Fair	Good	Good	Fair	2870	61.8
January 2008	Fair	Good	Good	Fair	2970	61.8
February 2006	Fair	Good	Good	Fair	1830	61.8
June 2003	Fair	Good	Good	Fair	3400	59.5
August 2001	Poor	Good	Good	Poor	3288	46.5
November 1999	Poor	Good	Good	Poor	3182	46.5
October 1997	Poor	Good	Good	Poor	3112	46.5
June 1995	Poor	Good	Good	Poor	3042	45.5
April 1993	Fair	Satisfactory	Good	Fair	2930	58.5
May 1991	Fair	Satisfactory	Good	Fair	3857	59.8

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.	102	0	102	0	0
Steel Protective Coating	sq. ft.	102	0	92	10	0
Steel Stringer	linear ft.	255	105	150	0	0
Steel Protective Coating	sq. ft.	255	0	255	0	0
Deck
Reinforced Concrete Deck	sq. ft.	1,224	424	800	0	0
Superstructure
Steel Floor Beam	linear ft.	52	47	5	0	0
Steel Protective Coating	sq. ft.	52	2	50	0	0
Substructure
Masonry Abutment	linear ft.	52	0	52	0	0
Bearings
Movable Bearing	each	7	5	2	0	0
Steel Protective Coating	sq. ft.	7	0	5	2	0
Fixed Bearing	each	7	5	2	0	0
Steel Protective Coating	sq. ft.	7	0	5	2	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	110	55	55	0	0
Steel Protective Coating	sq. ft.	110	55	55	0	0