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SH 69 ML over TEXAS CREEK

Fremont County, Colorado

Map

Coordinates:
+38.33478, -105.59833
38°20'05" N, 105°35'54" W

Facts

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

Name:	SH 69 ML over TEXAS CREEK
Structure number:	K-14-M
Location:	18.6 MI N OF WESTCLIFF
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Rural) `[06]`
Length of largest span:	59.1 ft. `[18.0 m]`
Total length:	62.7 ft. `[19.1 m]`
Roadway width between curbs:	24.0 ft. `[7.3 m]`
Deck width edge-to-edge:	27.9 ft. `[8.5 m]`
Owner:	State Highway Agency `[01]`
Year built:	1949
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 18 / H 20 `[4]`
Main span material:	Steel `[3]`
Main span design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	420 `[as of 2011]`
Truck traffic:	12% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
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]`
Scour condition:	Bridge is scour critical; bridge foundations determined to be unstable. `[3]`
Sufficiency rating:	79.2

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
November 2018	Fair	Good	Satisfactory	Good	420	79.2
November 2016	Fair	Good	Satisfactory	Good	420	82.4
November 2014	Fair	Good	Satisfactory	Good	420	82.4
November 2012	Fair	Good	Satisfactory	Good	460	82.3
November 2010	Fair	Good	Satisfactory	Good	460	82.3
December 2008	Good	Good	Good	Good	460	82.3
October 2006	Good	Good	Good	Good	430	82.4
November 2004	Good	Good	Good	Good	526	82.2
October 2002	Good	Good	Good	Good	527	82.2
October 2000	Good	Good	Good	Good	514	82.0
October 1998	Good	Good	Good	Good	514	82.0
June 1997	Good	Good	Good	Good	520	82.0
October 1994	Good	Good	Good	Good	520	79.1
November 1991	Good	Good	Very Good	Good	310	77.3

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.	300	153	141	6	0
Steel Protective Coating	sq. ft.	300	153	141	6	0
Deck
Reinforced Concrete Deck	sq. ft.	1,750	1,735	15	0	0
Wearing Surfaces	sq. ft.	1,490	1,490	0	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	56	56	0	0	0
Joints
Open Joint	linear ft.	28	28	0	0	0
Bearings
Movable Bearing	each	5	3	2	0	0
Steel Protective Coating	sq. ft.	5	0	0	5	0
Fixed Bearing	each	5	5	0	0	0
Steel Protective Coating	sq. ft.	5	0	0	5	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	126	126	0	0	0
Steel Protective Coating	sq. ft.	126	126	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/1069233