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FAS 1690 over NORTH LOUP RIVER

Blaine County, Nebraska

Map

Coordinates:
+42.00894, -100.07286
42°00'32" N, 100°04'22" W

Facts

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

Name:	FAS 1690 over NORTH LOUP RIVER
Structure number:	C000502105
Location:	JCT N2/N91 12.2N 1.5E
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	34.1 ft. `[10.4 m]`
Total length:	102.0 ft. `[31.1 m]`
Roadway width between curbs:	25.9 ft. `[7.9 m]`
Deck width edge-to-edge:	30.2 ft. `[9.2 m]`
Owner:	County Highway Agency `[02]`
Year built:	1995
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Number of main spans:	3
Main spans material:	Prestressed concrete `[5]`
Main spans design:	Tee beam `[04]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: August 2018

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	70 `[as of 2018]`
Truck traffic:	20% of total traffic
Deck condition:	Excellent `[9 out of 9]`
Superstructure condition:	Excellent `[9 out of 9]`
Substructure condition:	Very Good `[8 out of 9]`
Structural appraisal:	Equal to present desirable criteria `[8]`
Deck geometry appraisal:	Equal to present minimum criteria `[6]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Superior to present desirable criteria `[9]`
Channel protection:	Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. `[6]`
Pier/abutment protection:	Navigation protection not required `[1]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	92.9

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2018	Good	Excellent	Excellent	Very Good	70	92.9
August 2016	Good	Excellent	Excellent	Very Good	55	93.3
August 2014	Good	Excellent	Excellent	Very Good	55	93.3
August 2012	Good	Excellent	Excellent	Very Good	45	99.4
December 2010	Good	Excellent	Excellent	Very Good	75	99.2
December 2008	Good	Excellent	Excellent	Very Good	45	99.4
November 2006	Good	Excellent	Excellent	Very Good	45	99.4
October 2004	Good	Excellent	Excellent	Very Good	100	99.1
November 2002	Good	Excellent	Excellent	Excellent	100	99.1
November 2000	Good	Excellent	Excellent	Excellent	60	99.3
October 1998	Good	Excellent	Excellent	Excellent	60	99.3
October 1996	Good	Excellent	Excellent	Excellent	60	99.2
January 1996	Good	Excellent	Excellent	Excellent	60	99.2
January 1995	Fair	Fair	Fair	Fair	60	47.7
November 1992	Fair	Fair	Fair	Fair	60	47.7
December 1990	Poor	Poor	Fair	Fair	60	45.6

© 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/1344757