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SECTION LINE TRAIL over CREEK

Pierce County, North Dakota

Map

Coordinates:
+48.47696, -100.08071
48°28'37" N, 100°04'51" W

Facts

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

Name:	SECTION LINE TRAIL over CREEK
Structure number:	000000035109051
Location:	4 EAST 2 SOUTH BARTON
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	20.0 ft. `[6.1 m]`
Total length:	22.0 ft. `[6.7 m]`
Roadway width between curbs:	17.4 ft. `[5.3 m]`
Deck width edge-to-edge:	18.4 ft. `[5.6 m]`
Owner:	County Highway Agency `[02]`
Year built:	1950
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Main span material:	Steel `[3]`
Main span design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Gravel `[8]`

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:	Poor
Status:	Open, no restriction `[A]`
Average daily traffic:	5 `[as of 2018]`
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Fair `[5 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:	Basically intolerable requiring high priority of corrrective action `[3]`
Water adequacy appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
Channel protection:	Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. `[4]`
Scour condition:	Bridge with "unknown" foundation that has not been evaluated for scour. `[U]`
Sufficiency rating:	61.0
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$171,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
April 2018	Poor	Satisfactory	Fair	Poor	5	61.0
April 2016	Poor	Satisfactory	Fair	Poor	5	61.0
October 2014	Poor	Satisfactory	Fair	Poor	5	55.9
May 2012	Poor	Satisfactory	Good	Poor	5	55.9
October 2010	Poor	Satisfactory	Good	Poor	5	55.9
December 2008	Poor	Satisfactory	Good	Poor	5	55.9
September 2007	Poor	Satisfactory	Good	Poor	5	55.9
December 2006	Poor	Satisfactory	Good	Poor	5	55.9
December 2004	Poor	Satisfactory	Good	Poor	5	55.9
November 2002	Poor	Satisfactory	Good	Poor	5	55.9
January 2001	Poor	Satisfactory	Good	Poor	5	55.9
December 1998	Poor	Satisfactory	Good	Poor	5	55.9
August 1997	Fair	Satisfactory	Good	Fair	5	71.9
February 1997	Fair	Satisfactory	Good	Fair	5	71.9
July 1995	Fair	Satisfactory	Good	Fair	5	64.4
March 1995	Fair	Satisfactory	Good	Fair	5	64.4
January 1993	Fair	Satisfactory	Good	Fair	5	64.4
November 1990	Fair	Satisfactory	Good	Fair	10	64.4

Element Data

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.	177	0	177	0	0
Steel Protective Coating	sq. ft.	100	0	0	0	100
Deck
Reinforced Concrete Deck	sq. ft.	377	358	19	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	36	0	0	36	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	43	0	43	0	0

© Copyright 2012-20, 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/1341755