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County Road 29 over S Fork Frenchman Creek

Phillips County, Colorado

Map

Coordinates:
+40.59547, -102.39822
40°35'44" N, 102°23'54" W

Facts

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

Name:	County Road 29 over S Fork Frenchman Creek
Structure number:	PH29-0.7-22-A
Location:	0.7 Mi. No. of Co. Rd. 22
Purpose:	Carries highway over waterway
Route classification:	Minor Collector (Rural) `[08]`
Length of largest span:	67.3 ft. `[20.5 m]`
Total length:	143.4 ft. `[43.7 m]`
Roadway width between curbs:	31.5 ft. `[9.6 m]`
Deck width edge-to-edge:	32.2 ft. `[9.8 m]`
Skew angle:	30°
Owner:	County Highway Agency `[02]`
Year built:	1990
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:	2
Main spans material:	Steel continuous `[4]`
Main spans 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:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	70 `[as of 2012]`
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Better than present minimum criteria `[7]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. `[7]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	92.4

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
November 2017	Fair	Satisfactory	Good	Good	70	92.4
December 2015	Good	Good	Good	Good	70	92.4
December 2013	Good	Good	Good	Good	70	92.4
December 2011	Good	Good	Good	Good	70	92.4
December 2009	Good	Good	Good	Good	75	92.4
December 2007	Good	Good	Good	Good	75	93.4
October 2005	Good	Good	Very Good	Very Good	76	93.4
October 2003	Good	Good	Very Good	Very Good	59	91.0
March 2001	Good	Good	Very Good	Very Good	59	90.7
March 2000	Good	Good	Good	Good	59	90.7
March 1999	Good	Good	Good	Good	59	90.7
March 1998	Good	Good	Good	Good	59	90.7
June 1996	Good	Good	Good	Good	77	90.7
May 1994	Good	Very Good	Very Good	Very Good	77	98.7
March 1992	Good	Very Good	Very Good	Very Good	77	99.7

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.	1,003	953	50	0	0
Steel Protective Coating	sq. ft.	1,003	351	602	0	50
Substructure
Reinforced Concrete Pier Wall	linear ft.	37	37	0	0	0
Reinforced Concrete Abutment	linear ft.	75	73	0	2	0
Deck
Corrugated or Orthotropic Deck	sq. ft.	4,629	0	4,626	3	0
Wearing Surfaces	sq. ft.	4,629	4,629	0	0	0
Steel Protective Coating	sq. ft.	4,629	0	0	0	4,629
Joints
Strip Seal Joint	linear ft.	37	0	37	0	0
Open Joint	linear ft.	37	34	0	3	0
Bearings
Elastomeric Bearing	each	21	21	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	287	287	0	0	0
Steel Protective Coating	sq. ft.	287	287	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/1071251