October 8, 2008 Spokane, WA Doug Walters, P.E. King County DOT

Slides:



Advertisements
Similar presentations
Gordons Corner Road Over US Route 9 Mahesh Patel, P.E. George Afful, P.E. Gregory Bitsko, P.E.
Advertisements

ODOT Structure Project Manager Training
East Hampton High School July 2013 – July 2014 Design Phases.
Caltrans District 4 EMERGENCY REPLACEMENT STATE ROUTE 128 RUSSIAN RIVER BRIDGE COMMUNITY INFORMATIONAL MEETING March 9,
Planning for Innovative Technology. Every Day Counts Rapid changes face the highway community in the 21st century Adapting to those changes must be a.
Residential Foundations © 2010 Project Lead The Way, Inc.Civil Engineering and Architecture He who has not first laid his foundations may be able with.
TEQIP-II Institutions
Maryland State Highway Administration Office of Structures Maryland State Highway Administration Office of Structures West Nursery Road over MD 295 (Baltimore-
Missouri Department of Transportation US Fish and Wildlife Service Squaw Creek National Wildlife Refuge Habitat Restoration Breakout Session Shannon Kusilek,
Upper Ouachita National Wildlife Refuge GRS Abutments for Replacement Bridges Michael Adams- FHWA Scott A. Saunders – FHWA/ EFLHD.
DEPARTMENT OF PUBLIC WORKS BUREAU OF ENGINEERING & CONSTRUCTION STRUCTURAL DESIGN SECTION REPLACEMENT OF BRIDGE NO. B-0427 ON DAIRY ROAD OVER OWL BRANCH.
POWERPOINT PRESENTATION
U.S. 421 Bridge DES# Thursday, July 17, :30 p.m. Frankfort Community Public Library 208 West Clinton Street, Frankfort, IN.
3 June Rapid Replacement of the Hood Canal Bridge Approach Spans Joseph Merth, P.E. Bridge Design Engineer 3 June 2008.
Reconstruction of the Eads Bridge Highway Deck
 Project Delivery  Design Considerations  Lessons Learned.
Commercial Foundations
Crane Bridge Design STJ Engineering Matt Albert AJ Chandler Noah Fehrenbacher Jake Gennicks Jake Wilhoit Rose-Hulman Institute of Technology.
Bridge Engineering (4) Foundations – Caisson Foundations 1. *Caisson foundations 1.1 IntroductionIntroduction A caisson is basically a structure.
2014 CONSTRUCTION ESTIMATES Estimates Estimates 3 Point of the illustration? Document your assumptions.
Commercial Foundations
MaSSENA LATERAL BRIDGE SLIDE CASE STUDY
4 TH STREET BRIDGE Pueblo, Colorado December 2006 Project Overview.
Public Information Meeting Rehabilitation of Bridge No Flat Rock Hill Road over I-95 Old Lyme, Connecticut Rehabilitation of Bridge No Flat.
Living in the Floodplain Kate Barrier. Where were you in April 1975?
Bridge Building Timelines Presented by The Richland County Engineers Office Thomas E. Beck, PE, PS 77 North Mulberry Street Mansfield, Ohio Jan.
Enosburg BRO 1448(40) Bridge 48 on TH 2 Over the Tyler Branch Alternatives Presentation.
Other Construction Projects

Roof Terms Span –Distance across the building. Roof Terms Run –1/2 the distance across the building (1/2 span distance)
GRS-IBS Demonstration Bridge Project Cochran Road over Turkey Creek Marshall County.
WVDOH Accelerated Construction Concepts Benjamin Beerman, PE.
SHRP 2 - FIRST DEMO PROJECT KEG CREEK, IOWA R04 – “BRIDGE DESIGNS FOR RAPID RENEWAL” Sandra Larson, P.E. Iowa Department of Transportation Research and.
Reading Structural Drawings
Bridge Engineering (5) Substructure – Abutments and Piers
Alkali Creek Road Slope Stabilization and Stream Relocation The project scope changed after major rainfall caused slope failure jeopardizing safety and.
STUBBLEFIELD LAKE ROAD Head Wall Failure. THE HEAD WALLS ARE GIVING AWAY AND THE ROAD IS SINKING.
Beaver Dam Wash Bridge Project Introduction Nick Hont, P.E. Mohave County Flood Control District Engineer.
1 CV4902- Construction Methods Dr David Chew. 2 Construction Considerations Site layout plan Outline of entire construction process Details of temporary.
Enosburg BRO 1448(40) Bridge 48 on TH 2 Over the Tyler Branch Public Information Meeting.
Structures: Design and construction of stream crossings
Roof Terms Span –Distance across the building. Roof Terms Run –1/2 the distance across the building (1/2 span distance)
Maintenance of Structures Training of Trainer Personnel on Environmentally Sound Design and Implementation of Public Works- Community Roads of the Productive.
Foundation Loads Dead Load Live Load Wind Load
Engineers and bridges. Just the facts The four main factors are used in describing a bridge. By combining these terms one may give a general description.
TYPES OF DEEP FOUNDATION
COFFERDAMS.
ECNM Meeting October 1, Project Purpose The purpose of the US 53 project is to address the termination of the 1960 easement agreement that affects.
. Client: City of Pittsburgh, Brighton Heights Community Objectives : Develop a pedestrian/bicycle bridge reconnecting Brighton Heights to Riverview park.
FHWA CMGC Workshop October 23, Project Purpose The purpose of the US 53 project is to address the termination of the 1960 easement agreement that.
Typical Bridge Components
DESIGN OF AIRPORT TERMINAL AND CONTROL TOWER
DIAPHRAGM WALLS.
Design Project #1 Replacement of Vehicle Bridge over Spring Creek Centre County, PA Introduction to Engineering Design EDGSN 100 Section Girls 1.
A.D.I.T New V. V. Nagar Branch : Civil Engineering (5th semester) Subject : Soil Mechanics ( ) Topic : Cofferdams Prepared by : Tina Naik ( )
Bartolome, Mark John Faustino, Frank Lipaopao, John Rei
Substructure Groundworks - Hazards
TOTAL BRIDGE REPLACEMENT OF M-13 OVER CHEBOYGANING CREEK
Posting Bridges for Specialized Single-Unit Trucks
Aaron Crowley, Ph.D. KSWA Travis Smith, P.E. TDOT Biloxi, Mississippi
2016 FHWA National Hydraulic Engineers Conference
INDOT Culvert Sizing Policy
B.V.Patel Institute of Technology-Diploma studies
US26: Cornelius Pass Rd -185th Ave
CT Reinforced Earth Structures
By T.G.N.C.VAMSI KRISHNA. 171FB M.tech – Civil.
GRS-IBS Demonstration Bridge Project
Introduction to Engineering Design
Chapter 7 Foundation Systems.
Lonza Biologics Campus Expansion, Portsmouth, NH Stormwater Management
Presentation transcript:

October 8, 2008 Spokane, WA Doug Walters, P.E. King County DOT Sunday Creek Bridge Replacement Utilizing Geosynthetic Reinforced Soil (GRS) Abutments October 8, 2008 Spokane, WA Doug Walters, P.E. King County DOT

Project Location

Existing Log Stringer Bridge

Bridge Deck

Typical Bridge Traffic Prior to Load Restrictions

Deficiencies Structural Environmental Timber cribbing abutments & log stringers damaged Minor scour 1997- Placed temporary shoring load limit of 3 tons Environmental Cited by the WA Department of Fish and Wildlife Temporary shoring within stream channel

West abutment temporary shoring I-Beam on Ecology Blocks

East Abutment Temporary Shoring Shoring Support

Typical rot on log stringers

Superstructure: Prefabricated Steel Truss

Superstructure Selection Hydraulic Opening Above 100 year flood elevation Changing road grade additional environmental permitting Narrow Haul Road

Superstructure: Prefabricated Steel Truss 3ft clear space 12

Foundation Considerations Borings Alternating layers of medium dense alluvial gravel, sand, and silt Abutment Foundation Shallow foundation Base of foundation below stream’s thalwag elevation Sheet Pile Cutoff Walls Allow dry construction Provide additional scour protection

GRS Abutment Selection Constructability Avoid long concrete haul Not weather dependent Reduced time of construction Cost Savings Materials General labor Standard equipment Environmental No concrete placement

GRS Abutment Design Outline King County preliminary GRS abutment NCHRP Report 556 “Design and construction of GRS abutments” Mike Adams (FHWA) reviewed & refined design Provided GRS design detail with layout continue to provide evaluation, design, and construction support

BRIDGE LAYOUT 22 ft 104 ft PLAN 14 ft 25 ft

GRS ABUTMENT DETAIL FINISHED GRADE LINE

CMU Block Schedule 36 ft 23 ft 5 ft 9 ft 11 ft 11 ft

Tasks to be completed Finalize Design Bid January 2009 Construction June 2009

THANK YOU! Question?