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I 215 BELT WAY over DUCK CREEK

Clark County, Nevada

Map

Coordinates:
+36.04778, -115.13444
36°02'52" N, 115°08'04" W

Facts

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

Name:	I 215 BELT WAY over DUCK CREEK
Structure number:	B1970N
Location:	LAS VEGAS
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other Freeways or Expressways (Urban) `[12]`
Length of largest span:	138.1 ft. `[42.1 m]`
Total length:	139.1 ft. `[42.4 m]`
Roadway width between curbs:	84.0 ft. `[25.6 m]`
Deck width edge-to-edge:	86.9 ft. `[26.5 m]`
Skew angle:	22°
Owner:	County Highway Agency `[02]`
Year built:	1995
Year reconstructed:	2013
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
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 2015

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	73,000 `[as of 2012]`
Truck traffic:	3% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
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:	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]`
Operating rating:	77.2 tons `[70.2 metric tons]`
Inventory rating:	46.3 tons `[42.1 metric tons]`
Sufficiency rating:	96.6

Previous Inspections

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
November 2015	96.6	Good	Good	Very Good	Good	-	73000
November 2013	96.6	Good	Good	Very Good	Good	-	73000
November 2011	93.2	Good	Good	Very Good	Good	-	73000
November 2009	93.2	Good	Very Good	Very Good	Good	-	73000
November 2007	93.2	Good	Very Good	Very Good	Good	-	73000
December 2005	96.4	Good	Very Good	Very Good	Good	-	38345
January 2004	97.3	Good	Very Good	Very Good	Good	-	29290
January 2002	97.3	Good	Very Good	Very Good	Good	-	29290
December 1999	96.4	Good	Very Good	Very Good	Very Good	-	38345
January 1998	99.9	Good	Very Good	Excellent	Very Good	-	1000
October 1995	99.9	Good	Excellent	Excellent	Very Good	-	1000

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.

Element	Units	Quantity	1. Good	2. Fair	3. Poor	4. Serious
Superstructure
Steel Girder/Beam	linear ft.	1,252	1,252	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	11,935	11,935	0	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	185	174	11	0	0
Joints
Strip Seal Joint	linear ft.	185	0	185	0	0
Bearings
Elastomeric Bearing	each	18	17	1	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	278	278	0	0	0

© 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/1374894