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MEDIMONT ROAD over MEDIMONT PED OP

Kootenai County, Idaho

Map

Coordinates:
+47.47611, -116.59694
47°28'34" N, 116°35'49" W

Facts

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

Name:	MEDIMONT ROAD over MEDIMONT PED OP
Structure number:	000000000030505
Location:	0.1 S. 0.2 E. MEDIMONT
Purpose:	Carries highway over pedestrian/bicycle trail
Route classification:	Local (Rural) `[09]`
Length of largest span:	63.0 ft. `[19.2 m]`
Total length:	64.0 ft. `[19.5 m]`
Roadway width between curbs:	24.6 ft. `[7.5 m]`
Deck width edge-to-edge:	25.9 ft. `[7.9 m]`
Vertical clearance below bridge:	32.8 ft. `[10.0 m]`
Skew angle:	16°
Owner:	Other Local Agencies `[25]`
Year built:	1979
Historic significance:	Historical significance is not determinable at this time `[4]`
Design load:	MS 18 / HS 20 `[5]`
Main span material:	Prestressed concrete `[5]`
Main span design:	Tee beam `[04]`
Deck type:	Concrete Precast Panels `[2]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: September 2018

Good/Fair/Poor Condition:	Poor
Status:	Open, no restriction `[A]`
Average daily traffic:	100 `[as of 2016]`
Truck traffic:	10% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 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:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	64.9
Recommended work:	Other structural work, including hydraulic replacements. `[38]`
Estimated cost of work:	$10,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2018	Poor	Satisfactory	Satisfactory	Poor	100	64.9
September 2017	Poor	Satisfactory	Satisfactory	Poor	100	64.9
September 2016	Poor	Satisfactory	Satisfactory	Poor	100	64.9
September 2015	Poor	Good	Good	Poor	100	64.9
July 2014	Poor	Good	Good	Poor	100	64.9
July 2012	Good	Good	Good	Good	100	92.3
July 2010	Good	Good	Good	Good	100	92.3
July 2008	Good	Good	Good	Good	100	92.3
July 2006	Good	Good	Good	Good	100	92.1
July 2004	Good	Good	Good	Good	100	92.1
July 2002	Good	Good	Good	Good	100	92.1
July 2000	Good	Good	Good	Good	100	88.0
July 1998	Good	Good	Very Good	Good	100	88.0
July 1996	Good	Good	Very Good	Good	100	88.0
July 1994	Good	Good	Very Good	Very Good	100	88.2
July 1992	Good	Very Good	Very Good	Very Good	100	90.2
July 1990	Good	Very Good	Very Good	Very Good	100	90.2

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
Prestressed Concrete Girder/Beam	linear ft.	322	306	16	0	0
Deck
Prestressed Concrete Top Flange	sq. ft.	1,664	256	1,408	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	56	40	0	0	16
Bearings
Elastomeric Bearing	each	10	10	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	128	127	1	0	0
Steel Protective Coating	sq. ft.	541	531	10	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/1134088