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ARAPHO AVE/FAS1315 over FRENCHMAN CREEK

Chase County, Nebraska

Map

Coordinates:
+40.42187, -101.37280
40°25'19" N, 101°22'22" W

Facts

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

Name:	ARAPHO AVE/FAS1315 over FRENCHMAN CREEK
Structure number:	M2575F7105
Location:	WAUNETA ARAPAHOE @ PAWNEE
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	54.1 ft. `[16.5 m]`
Total length:	137.1 ft. `[41.8 m]`
Roadway width between curbs:	29.9 ft. `[9.1 m]`
Deck width edge-to-edge:	32.2 ft. `[9.8 m]`
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1983
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:	Concrete continuous `[2]`
Main spans design:	Slab `[01]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	1,640 `[as of 2011]`
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. `[8]`
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:	69.3

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2017	Good	Good	Good	Good	1640	69.3
August 2015	Good	Very Good	Good	Good	1640	69.3
August 2013	Good	Very Good	Very Good	Very Good	1640	69.3
August 2011	Good	Very Good	Very Good	Very Good	1480	87.8
September 2009	Good	Very Good	Very Good	Very Good	1480	87.8
March 2008	Good	Very Good	Very Good	Very Good	1480	84.6
October 2005	Good	Excellent	Excellent	Excellent	235	90.7
December 2003	Good	Excellent	Excellent	Excellent	235	90.7
September 2001	Good	Excellent	Excellent	Excellent	310	90.6
November 1999	Good	Excellent	Excellent	Excellent	310	89.6
December 1997	Good	Excellent	Excellent	Excellent	270	89.6
September 1995	Good	Excellent	Excellent	Excellent	150	89.7
April 1993	Good	Excellent	Excellent	Excellent	145	89.7
October 1991	Good	Excellent	Excellent	Excellent	145	91.7

© 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/1355913