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US 16 over Skull Creek

Weston County, Wyoming

Map

Coordinates:
+43.91753, -104.35504
43°55'03" N, 104°21'18" W

Facts

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

Name:	US 16 over Skull Creek
Structure number:	CHR
Location:	Upton - Newcastle
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	24.0 ft. `[7.3 m]`
Total length:	114.5 ft. `[34.9 m]`
Roadway width between curbs:	32.2 ft. `[9.8 m]`
Deck width edge-to-edge:	35.1 ft. `[10.7 m]`
Owner:	State Highway Agency `[01]`
Year built:	1958
Historic significance:	Historical significance is not determinable at this time `[4]`
Design load:	MS 18 / HS 20 `[5]`
Number of main spans:	5
Main spans material:	Concrete continuous `[2]`
Main spans design:	Slab `[01]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Latex Concrete or similar additive `[3]`

Latest Available Inspection: August 2018

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	1,620 `[as of 2017]`
Truck traffic:	14% of total traffic
Deck condition:	Good `[7 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:	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:	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:	87.8
Recommended work:	Other structural work, including hydraulic replacements. `[38]`
Estimated cost of work:	$83,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2018	Good	Good	Good	Good	1620	87.8
February 2017	Fair	Good	Satisfactory	Good	3254	76.7
February 2015	Good	Good	Good	Good	3100	80.3
February 2013	Good	Good	Good	Good	1482	86.3
January 2011	Poor	Critical	Fair	Good	1486	68.9
January 2009	Poor	Critical	Fair	Good	1470	68.9
February 2007	Poor	Serious	Fair	Good	2140	65.4
February 2005	Poor	Serious	Fair	Good	1730	68.0
February 2003	Poor	Poor	Satisfactory	Good	1690	82.2
February 2001	Poor	Poor	Satisfactory	Good	1600	82.5
March 1999	Fair	Satisfactory	Satisfactory	Good	1550	83.8
February 1997	Good	Good	Good	Good	1590	83.7
March 1995	Fair	Satisfactory	Good	Good	1490	82.9
March 1993	Good	Good	Good	Good	1510	87.8
January 1992	Good	Good	Good	Good	1390	88.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Substructure
Reinforced Concrete Column	each	8	8	0	0	0
Reinforced Concrete Abutment	linear ft.	92	92	0	0	0
Reinforced Concrete Pier Cap	linear ft.	140	120	20	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	229	229	0	0	0
Steel Protective Coating	sq. ft.	733	733	0	0	0
Deck
Reinforced Concrete Slab	sq. ft.	4,037	3,477	560	0	0
Wearing Surfaces	sq. ft.	4,037	3,517	520	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/1619733