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ROAD E over DRY CREEK

Webster County, Nebraska

Map

Coordinates:
+40.06019, -98.66854
40°03'37" N, 98°40'07" W

Facts

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

Name:	ROAD E over DRY CREEK
Structure number:	C009104205
Location:	2S 1W INAVALE
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	34.1 ft. `[10.4 m]`
Total length:	35.1 ft. `[10.7 m]`
Roadway width between curbs:	16.1 ft. `[4.9 m]`
Deck width edge-to-edge:	16.7 ft. `[5.1 m]`
Owner:	County Highway Agency `[02]`
Year built:	1935
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Main span material:	Steel `[3]`
Main span design:	Girder and floorbeam system `[03]`
Deck type:	Wood or Timber `[8]`
Wearing surface:	Wood or Timber `[7]`

Latest Available Inspection: August 2015

Good/Fair/Poor Condition:	Fair
Status:	Posted for load `[P]`
Average daily traffic:	10 `[as of 2003]`
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Deck geometry appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Water adequacy appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
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 assessed or calculated scour condition. `[5]`
Operating rating:	15.0 tons `[13.6 metric tons]`
Inventory rating:	9.0 tons `[8.2 metric tons]`
Sufficiency rating:	38.7
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`

Previous Inspections

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
August 2015	38.7	Fair	Good	Satisfactory	Satisfactory	SD	10
September 2013	48.7	Fair	Good	Satisfactory	Satisfactory	SD	10
November 2011	37.5	Fair	Fair	Satisfactory	Fair	SD	10
November 2009	39.5	Fair	Satisfactory	Satisfactory	Fair	SD	10
May 2007	52.9	Fair	Satisfactory	Satisfactory	Satisfactory	FO	10
November 2005	52.9	Fair	Satisfactory	Satisfactory	Good	FO	10
December 2003	52.9	Fair	Good	Satisfactory	Good	FO	10
November 2002	52.9	Fair	Good	Satisfactory	Good	FO	10
December 2001	30.5	Poor	Fair	Satisfactory	Poor	SD	10
December 2000	30.5	Poor	Fair	Satisfactory	Poor	SD	10
December 1999	30.5	Poor	Fair	Satisfactory	Poor	SD	10
December 1997	30.5	Poor	Fair	Satisfactory	Poor	SD	10
November 1995	31.5	Poor	Satisfactory	Satisfactory	Poor	SD	10
November 1994	31.5	Poor	Satisfactory	Satisfactory	Poor	SD	10
November 1992	38.8	Poor	Satisfactory	Satisfactory	Poor	SD	10
December 1990	38.8	Poor	Satisfactory	Satisfactory	Poor	SD	10

© Copyright 2012-18, 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/1355433