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County Road 29 over N Fork Frenchman Creek

Phillips County, Colorado

Map

Coordinates:
+40.62578, -102.39800
40°37'33" N, 102°23'53" W

Facts

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

Name:	County Road 29 over N Fork Frenchman Creek
Structure number:	PH29-0.7-26-A
Location:	0.7 Mi. No. of Co. Rd 26
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	38.1 ft. `[11.6 m]`
Total length:	40.7 ft. `[12.4 m]`
Roadway width between curbs:	27.6 ft. `[8.4 m]`
Deck width edge-to-edge:	28.5 ft. `[8.7 m]`
Owner:	County Highway Agency `[02]`
Year built:	1987
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Main span material:	Steel `[3]`
Main span design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Corrugated Steel `[6]`
Wearing surface:	Gravel `[8]`

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	6 `[as of 2012]`
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:	Equal to present minimum criteria `[6]`
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]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	95.6

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
November 2017	Good	Good	Good	Good	6	95.6
December 2015	Good	Good	Good	Good	6	95.6
December 2013	Good	Good	Good	Good	6	95.6
December 2011	Good	Good	Good	Good	6	95.6
December 2009	Good	Good	Good	Good	11	95.6
December 2007	Good	Good	Good	Good	11	96.6
October 2005	Good	Good	Good	Good	8	96.6
October 2003	Good	Good	Good	Good	14	94.1
March 2001	Good	Good	Good	Good	14	93.9
March 2000	Good	Good	Good	Good	14	93.9
March 1999	Good	Very Good	Very Good	Good	14	93.9
March 1998	Good	Very Good	Very Good	Good	14	93.9
June 1996	Good	Very Good	Very Good	Good	27	93.9
May 1994	Good	Very Good	Very Good	Very Good	27	99.0
March 1992	Good	Very Good	Very Good	Very Good	27	100.0
May 1990	Good	Very Good	Very Good	Very Good	10	100.0

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.	244	0	244	0	0
Steel Protective Coating	sq. ft.	244	0	0	0	244
Substructure
Steel Column	each	12	0	12	0	0
Steel Protective Coating	sq. ft.	12	0	0	0	12
Steel Abutment	linear ft.	57	57	0	0	0
Steel Protective Coating	sq. ft.	57	57	0	0	0
Steel Pier Cap	linear ft.	57	57	0	0	0
Steel Protective Coating	sq. ft.	57	29	28	0	0
Deck
Corrugated or Orthotropic Deck	sq. ft.	1,153	0	1,153	0	0
Wearing Surfaces	sq. ft.	1,153	1,153	0	0	0
Steel Protective Coating	sq. ft.	1,153	0	0	0	1,153
Bearings
Elastomeric Bearing	each	12	12	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	81	81	0	0	0
Steel Protective Coating	sq. ft.	81	81	0	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/1071252