3RD ST. N.E. over 4TH AVE BNRR SOURIS R.

Map

Coordinates:
+48.23933, -101.28840
48°14'22" N, 101°17'18" W

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

Name:	3RD ST. N.E. over 4TH AVE BNRR SOURIS R.
Structure number:	0000MNOT10
Location:	3RD ST NE-MINOT
Purpose:	Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:	Minor Arterial (Urban) `[16]`
Length of largest span:	117.1 ft. `[35.7 m]`
Total length:	912.1 ft. `[278.0 m]`
Roadway width between curbs:	28.9 ft. `[8.8 m]`
Deck width edge-to-edge:	38.1 ft. `[11.6 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1936
Year reconstructed:	1985
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Number of main spans:	11
Main spans material:	Steel continuous `[4]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
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:	9,000 `[as of 2017]`
Truck traffic:	1% 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:	Meets minimum tolerable limits to be left in place as is `[4]`
Underclearances appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
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:	62.6
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$2,012,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
November 2017	Fair	Satisfactory	Fair	Fair	9000	62.6
November 2015	Fair	Satisfactory	Fair	Fair	9000	62.6
June 2013	Fair	Satisfactory	Fair	Fair	9000	62.6
October 2011	Fair	Satisfactory	Fair	Fair	9000	62.6
February 2010	Fair	Satisfactory	Fair	Fair	9000	62.6
March 2008	Fair	Satisfactory	Fair	Fair	9000	62.6
March 2006	Fair	Satisfactory	Fair	Fair	9000	62.6
November 2003	Fair	Satisfactory	Fair	Fair	9000	62.6
January 2002	Fair	Satisfactory	Fair	Fair	9000	62.6
February 2000	Fair	Satisfactory	Fair	Fair	9000	62.6
January 1998	Poor	Satisfactory	Fair	Poor	10100	46.6
March 1996	Fair	Satisfactory	Fair	Fair	10100	62.4
January 1994	Fair	Satisfactory	Good	Good	10600	73.8
January 1992	Good	Good	Good	Good	10600	73.8

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.	4,551	1,547	3,004	0	0
Steel Protective Coating	sq. ft.	100	50	25	25	0
Deck
Reinforced Concrete Deck	sq. ft.	26,447	16,652	0	9,795	0
Wearing Surfaces	sq. ft.	26,447	16,662	9,785	0	0
Substructure
Reinforced Concrete Column	each	20	14	6	0	0
Reinforced Concrete Abutment	linear ft.	89	87	0	2	0
Reinforced Concrete Pier Cap	linear ft.	331	324	4	0	3
Joints
Strip Seal Joint	linear ft.	190	0	70	90	30
Bearings
Movable Bearing	each	60	0	60	0	0
Steel Protective Coating	sq. ft.	100	100	0	0	0
Fixed Bearing	each	40	0	40	0	0
Steel Protective Coating	sq. ft.	100	100	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	2,040	990	1,020	0	30
Steel Protective Coating	sq. ft.	100	100	0	0	0
Reinforced Concrete Bridge Rail	linear ft.	1,821	1,779	42	0	0