Geofoam A Light Weight Fill Alternative
|
|
|
- Noah Adams
- 9 years ago
- Views:
Transcription
1 Geofoam A Light Weight Fill Alternative
2 Insulfoam A wholly owned subsidiary of Carlisle Construction Materials Headquarters in Puyallup, WA Producer of expanded polystyrene (EPS) for more than 45 years The largest manufacturer of blockmolded expanded polystyrene in North America Insulfoam is the only manufacturer of Expanded Polystyrene (EPS) with the ability to service national customers
3 Family of Products
4 Agenda Geofoam applications/projects USACE Pump Station Costco Wheatley Elementary Recent Trends Standards Specifications Placement/handling/installation
5
6 ELIMINATE OR REDUCE LATERAL LOADING ON RETAINING STRUCTURES ZERO NET LOADING FOR SOFT SOIL REMEDIATION ENGINEERED FOR SLOPE STABILIZATION PROTECT AND LIGHTEN THE LOAD ON BURIED UTILITIES KEEP IT SIMPLE AND FAST WITH STRUCTURAL VOID FILL CONCRETE APPLICATIONS Lighten the Load 5 MAJOR APPLICATIONS TO CONSIDER GEOFOAM
7 Eliminate or Reduce Lateral Loads for InsulFoam GF replaces the sliding soil wedge Native soils are self supporting when excavated back to the angle of repose InsulFoam GF is self supporting End result: ZERO lateral load on the retaining structure RETAINING STRUCTURES
8 I80 & 148th Street Waverly, NE
9 Hwy 50 Culvert Overpass Carson City, NV
10 InsulFoam GF Benefits Significantly reduces structural steel, concrete and forming costs/time Decreases or Eliminates the need for geo-grids or mechanical tie-backs Allows walls to be designed taller and in more narrow rights-of-way Eliminates the need for secondary compaction which speeds construction for Retaining Structures
11 I-680 Interchange Martinez, CA Soft soils only settle when more weight is added on top Calculate the weight of the Geofoam and all other loads Excavate an equivalent weight of native soil End Result: Net ZERO loading Net Zero Load Designs for SOFT SOIL REMEDIATION
12 Wheatley Elementary School New Orleans, LA
13 Costco New Orleans, LA
14 Louis Armstrong Int l Airport New Orleans, LA
15 InsulFoam GF Benefits for Soft Soil Remediation Increases - Speed of installation Productivity Decreases - Rights-of-way concerns Traffic closures Heavy equipment costs Soil removal costs Borrow-fill placement Eliminates - Surcharging time/cost Soil Settlement Secondary compaction Port of Longview, WA
16 Heavy Soils + Gravity + H 2 O = High Landslide Potential Geofoam is up to 100 times lighter than soil Using Geofoam reduces the weight and the risk Lighten the driving block for SLOPE STABILIZATION
17 US Willits, CA
18 USACE Lake Cataouatche Pump Station Avondale, LA
19 USACE Lake Cataouatche Pump Station Avondale, LA
20 InsulFoam GF Benefits for Slope Stabilization Increases - Speed of installation Productivity Space for additional traffic lanes Decreases - Traffic closures Heavy equipment costs Borrow-fill placement Concerns about future landslide/erosion issues Environmental impact on sensitive hillside jobsites Long-term maintenance and slope failure costs Hillside Restoration in Japan
21 Reduces dead and lateral loads on underground pipes, culverts and tunnels Protects utility during seismic activity by reducing axial strain Provides high thermal insulation values that protect against severe temperature fluctuations Protect and lighten the load on top of BURIED UTILITY PROTECTION
22 Royal Brougham Way - Seattle, WA
23 Maggie Daley Park Chicago, IL
24 Maggie Daley Park Chicago, IL
25 Maggie Daley Park Chicago, IL
26 InsulFoam GF Benefits for Buried Utility Protection Allows construction directly on top of buried utilities Eliminates right-of-way or eminent domain claims to move the utility Allows designers to specify less expensive structural utilities such as box culverts and pipes Reduced dead loads prolongs the life of structure
27 Eliminates separate concrete pours for vertical wall sections Reduces overall amount of concrete or other heavy fills Reduces dead loads on underlying structures Keep it Simple and Fast with Any shape or slope can be easily fabricated on site STRUCTURAL VOID FILL CONCRETE APPLICATIONS
28 Pacific Street Bridge Omaha, NE
29 Box Beam Bridge Girders
30 Bridge Column Voids
31 Bridge Column Custom Forms
32 InsulFoam GF Benefits as a Structural Lightweight Void Fill Eliminates the need to pour the walls separately from the topping slab Decreases labor costs versus heavy soil backfill Decreases forming time and material costs Community College, Scottsdale, AZ Easily supports the weight of concrete slabs
33 UTA TRAX, Salt lake City, UT Recent Trends
34 Load Distribution Slab within Assemblage
35 Shotcrete over Geofoam Topaz Bridge, McCammon, ID
36 Grimsøyveien, Norway Bridge Abutments
37 T-Wall with Geofoam Tappan Zee Approach, Tarrytown, NY
38 ASTM D6817 Understanding ASTM D6817 (different than ASTM C578)
39 ASTM D6817 vs. C578 Geotechnical Density lb/ft³, min. Insulation Compressive Resistance, min. 10% deformation Flexural Strength, Min., psi ASTM D6817 EPS ASTM C578 Type I ASTM D6817 EPS ASTM C578 Type VIII ASTM D6817 EPS ASTM C578 Type II ASTM D6817 EPS ASTM C578 Type IX
40 Reduce Your Carbon Footprint 1 truckload of Geofoam = 12 dump trucks of fill
41 Handling
42 Handling
43 Hot Wire Cutters
44 Geofoam works best when used to reduce naturally occurring forces such as from gravity rather than to strengthen or stiffen a structure to resist these forces Philosophy of load reduction as opposed to strength increase Success of geofoam is due to working with the forces of nature rather than resisting natural forces as construction materials are traditionally designed to do
45 5 MAJOR APPLICATIONS TO CONSIDER GEOFOAM ELIMINATE OR REDUCE LATERAL LOADING ON RETAINING STRUCTURES ZERO NET LOADING FOR SOFT SOIL REMEDIATION ENGINEERED FOR SLOPE STABILIZATION PROTECT AND LIGHTEN THE LOAD ON BURIED UTILITIES KEEP IT SIMPLE AND FAST WITH STRUCTURAL VOID FILL CONCRETE APPLICATIONS
46
47
Value of Instrumentation Systems and Real-Time Monitoring: An Owner s Perspective
Value of Instrumentation Systems and Real-Time Monitoring: An Owner s Perspective FHWA NATIONAL GEOTECHNICAL PROGRAM www.fhwa.dot.gov/engineering/geotech Why Geotechnical Instrumentation? Provide warning
Civil. 2. City of Seattle Supplement to the Specification for Road, Bridge and Municipal Construction, most current addition.
Design Guide Basis of Design This section applies to the design and installation of earthwork and backfill. Design Criteria No stockpiling of excavation materials is allowed unless the Geotechnical Engineer
Specification Guidelines: Allan Block Modular Retaining Wall Systems
Specification Guidelines: Allan Block Modular Retaining Wall Systems The following specifications provide Allan Block Corporation's typical requirements and recommendations. At the engineer of record's
RETAINING WALL CONSTRUCTION DETAILS 2006 ESTIMATING AND INSTALLATION MANUAL. Featuring Highland Stone. anchorwall.com
RETAINING WALL CONSTRUCTION DETAILS 2006 ESTIMATING AND INSTALLATION MANUAL 11 Featuring Highland Stone anchorwall.com TABLE OF CONTENTS 2 TABLE OF CONTENTS BEFORE YOU BEGIN............................
The Original Carbon Fiber Reinforced Polymer System
Infrastructure The Original Carbon Fiber Reinforced Polymer System Phone: 52.292.39 Toll Free: 866.38.269 Fax: 52.48.5274 282 E. Fort Lowell Rd. Tucson, AZ 8576 www.dowaksausa.com Test results are supported
REPAIR AND RETROFIT OF BRIDGES DAMAGED BY THE 2010 CHILE MAULE EARTHQUAKE
Proceedings of the International Symposium on Engineering Lessons Learned from the 2011 Great East Japan Earthquake, March 1-4, 2012, Tokyo, Japan REPAIR AND RETROFIT OF BRIDGES DAMAGED BY THE 2010 CHILE
New construction Repairing failed or old foundations Retrofit foundations Permanent battered piers Machinery/equipment foundations
from New construction foundations don t have to be a headache. The CHANCE Helical Pier Foundation System gives you the performance of concrete without the drawbacks and liabilities of driven piles and
Bartlett, Negussey, Kimble and Sheeley. Use of Geofoam as Super-Lightweight Fill for I-15 Reconstruction
Use of Geofoam as Super-Lightweight Fill for I-15 Reconstruction By Steven Bartlett, Research Division Utah Department of Transportation 4501 South 2700 West Salt Lake City, UT 84119-5998 Tel: 801-965-4115
Safe & Sound Bridge Terminology
Safe & Sound Bridge Terminology Abutment A retaining wall supporting the ends of a bridge, and, in general, retaining or supporting the approach embankment. Approach The part of the bridge that carries
SECTION 1 GENERAL REQUIREMENTS
Page 1 of 6 SECTION 1 GENERAL REQUIREMENTS 1. SCOPE OF WORK: The work to be performed under the provisions of these documents and the contract based thereon includes furnishing all labor, equipment, materials,
COMMERCIAL BUILDING APPLICATIONS
EXPANDED POLYSTYRENE FOR COMMERCIAL BUILDING APPLICATIONS www.falconfoam.com Commercial Building Ap Expanded Polystyrene Insulation Falcon Foam leads the commercial building industry with products that
ROAD CONSTRUCTION. Pavement Base Reinforcement Subgrade Stabilization
ROAD CONSTRUCTION Pavement Base Reinforcement Subgrade Stabilization TM Road Construction applications have specific needs and objectives. No one understands that better than Road construction applications
SECTION 02401 SHEETING, SHORING AND BRACING
SECTION 02401 SHEETING, SHORING AND BRACING This section should be edited to reflect soil conditions specific to the project site and the recommendations of a Geotechnical Engineer licensed in the State
REINFORCED CONCRETE. Reinforced Concrete Design. A Fundamental Approach - Fifth Edition. Walls are generally used to provide lateral support for:
HANDOUT REINFORCED CONCRETE Reinforced Concrete Design A Fundamental Approach - Fifth Edition RETAINING WALLS Fifth Edition A. J. Clark School of Engineering Department of Civil and Environmental Engineering
Managing North Carolina's MSE Wall Assets through Design, Construction and Performance
Managing North Carolina's MSE Wall Assets through Design, Construction and Performance Robert A. Gladstone, P.E. Executive Director Association for Metallically Stabilized Earth 2013 Early Earth Reinforcement
National Council of Examiners for Engineering and Surveying. Principles and Practice of Engineering Structural Examination
Structural Effective Beginning with the April 2011 The structural engineering exam is a breadth and exam examination offered in two components on successive days. The 8-hour Vertical Forces (Gravity/Other)
CCU Engineering Specifications. Section 003300 PRECAST CONCRETE PRODUCTS
CCU Engineering Specifications Section 003300 Effective Date: Nov. 1st, 2011 Page 1 of 5 PRECAST CONCRETE PRODUCTS PART 1 - GENERAL The following specification is intended for use for the design, selection
Table of Contents. July 2015 12-1
Table of Contents 12.1 General... 3 12.2 Abutment Types... 5 12.2.1 Full-Retaining... 5 12.2.2 Semi-Retaining... 6 12.2.3 Sill... 7 12.2.4 Spill-Through or Open... 7 12.2.5 Pile-Encased... 8 12.2.6 Special
ANNEX D1 BASIC CONSIDERATIONS FOR REVIEWING STUDIES IN THE DETAILED RISK ASSESSMENT FOR SAFETY
ANNEX D1 BASIC CONSIDERATIONS FOR REVIEWING STUDIES IN THE DETAILED RISK ASSESSMENT FOR SAFETY ANNEX D1: BASIC CONSIDERATIONS FOR REVIEWING STUDIES IN DRA FOR SAFETY D1-1 ANNEX D1 BASIC CONSIDERATIONS
USE OF MICROPILES IN TEXAS BRIDGES. by John G. Delphia, P.E. TxDOT Bridge Division Geotechnical Branch
USE OF MICROPILES IN TEXAS BRIDGES by John G. Delphia, P.E. TxDOT Bridge Division Geotechnical Branch DEFINITION OF A MICROPILE A micropile is a small diameter (typically less than 12 in.), drilled and
SPECIFICATIONS FOR PRECAST MODULAR BLOCK RETAINING WALL SYSTEM (revised 11/5/13)
Page 1 of 7 STONE STRONG SYSTEMS SPECIFICATIONS FOR PRECAST MODULAR BLOCK RETAINING WALL SYSTEM (revised ) PART 1: GENERAL 1.01 Description A. Work includes furnishing and installing precast modular blocks
THE OBJECTIVES OF ROUTINE ROAD CUTS AND FILLS
Chapter 11 Slope Stabiliza bilization and Stability of Cuts and Fills THE OBJECTIVES OF ROUTINE ROAD CUTS AND FILLS are 1) to create space for the road template and driving surface; 2) to balance material
first look at GigaCrete s revolutionary new New Construction GigaHouse GigaHouse Utilizing GigaPanel
first look at GigaCrete s revolutionary new New Construction GigaHouse GigaHouse Utilizing GigaPanel What is GigaCrete GigaCrete is a family of products based on low carbon footprint Green ceramic binders
CONCRETE FLOOR SLAB & CASTING BED CONSTRUCTION
CONCRETE FLOOR SLAB & CASTING BED CONSTRUCTION General 7 www.meadowburke.com 877-518-7665 MB1109 CONCRETE FLOOR SLAB AND CASTING BED CONSTRUCTION Quality Construction Begins at Ground Level Everything
Design of Bridges. Introduction. 3 rd to 4 th July 2012. Lecture for SPIN Training at the University of Dar es Salaam
Design of Bridges Introduction 3 rd to 4 th July 2012 1 FUNCTION OF A BRIDGE To connect two communities which are separated by streams, river, valley, or gorge, etc. 2 EVOLUTION OF BRIDGES 1. Log Bridge
Foundations 65 5 FOUNDATIONS. by Richard Chylinski, FAIA and Timothy P. McCormick, P.E. Seismic Retrofit Training
Foundations 65 5 FOUNDATIONS by Richard Chylinski, FAIA and Timothy P. McCormick, P.E. 66 Foundations Foundations 67 FOUNDATIONS Let's assume that the retrofit has been done correctly from the roofline
EXPANDED POLYSTYRENE FOR. ResidentialBuilding Applications WWW.FALCONFOAM.COM
EXPANDED POLYSTYRENE FOR ResidentialBuilding Applications WWW.FALCONFOAM.COM ResidentialBuildi ExpandedPolystyreneIn Falcon Foam leads the residential building industry with products that are environmentally
Design of Steel Structures Prof. S.R.Satish Kumar and Prof. A.R.Santha Kumar. Fig. 7.21 some of the trusses that are used in steel bridges
7.7 Truss bridges Fig. 7.21 some of the trusses that are used in steel bridges Truss Girders, lattice girders or open web girders are efficient and economical structural systems, since the members experience
Drainage Composites. The ready-made solution to sub soil drainage
Drainage Composites The ready-made solution to sub soil drainage The Ready-Made Solution to Sub Soil Drainage Drainage Composites are prefabricated subsurface-drainage products which directly replace conventional
symptoms of a faulty foundation
symptoms of a faulty foundation How does drought impact your home's foundation? For many Texas families, their home becomes the single largest investment and also the family fortune. The home's foundation
Construction Specifications for Keyhole Pavement Coring and Reinstatement
F I N A L Construction Specifications for Keyhole Pavement Coring and Reinstatement Gas Technology Institute 1700 S. Mount Prospect Rd. Des Plaines, Illinois 60018 www.gastechnology.org Version 13 October
SUPPLEMENTAL TECHNICAL SPECIFICATIONS BI-DIRECTIONAL STATIC LOAD TESTING OF DRILLED SHAFTS
July 14, 2015 1.0 GENERAL BI-DIRECTIONAL STATIC LOAD TESTING OF DRILLED SHAFTS This work shall consist of furnishing all materials, equipment, labor, and incidentals necessary for conducting bi-directional
PVC PIPE PERFORMANCE FACTORS
PVC PIPE PERFORMANCE FACTORS PVC pipe, like all flexible pipe products, is very dependent on the surrounding soil for its structural capacity, in addition, the pipe material must have sufficient inherent
FOUNDATION INSULATING SYSTEM, INCLUDING WATERPROOFING AND DAMP PROOFING
FOUNDATION INSULATING SYSTEM, INCLUDING WATERPROOFING AND DAMP PROOFING insulation installed on foundation walls must be separated from the building interior with a code approved thermal barrier. Foam
June 2007 CHAPTER 7 - CULVERTS 7.0 CHAPTER 7 - CULVERTS 7.1 GENERAL
7.0 7.1 GENERAL For the purpose of this manual, culverts are defined as structures that are completely surrounded by soil and located below the surface of the roadway parallel to the general direction
Culvert Rehabilitation A presentation by ms consultants, inc. engineers, architects, planners
Culvert Rehabilitation A presentation by ms consultants, inc. engineers, architects, planners McConnell Road Culvert Greensboro, North Carolina Fisher Park Circle Culvert Greensboro, North Carolina Shady
CONSTANT HEAD AND FALLING HEAD PERMEABILITY TEST
CONSTANT HEAD AND FALLING HEAD PERMEABILITY TEST 1 Permeability is a measure of the ease in which water can flow through a soil volume. It is one of the most important geotechnical parameters. However,
SEISMIC UPGRADE OF OAK STREET BRIDGE WITH GFRP
13 th World Conference on Earthquake Engineering Vancouver, B.C., Canada August 1-6, 2004 Paper No. 3279 SEISMIC UPGRADE OF OAK STREET BRIDGE WITH GFRP Yuming DING 1, Bruce HAMERSLEY 2 SUMMARY Vancouver
Green Thread Product Data
Green Thread Product Data Applications Dilute Acids Caustics Produced Water Industrial Waste Hot Water Condensate Return Materials and Construction All pipe manufactured by filament winding process using
Marketing Coordinator Bootcamp Session 2: ABCs of AEC
Marketing Coordinator Bootcamp Session 2: ABCs of AEC Debbie Chen, LEED AP, APMP CF Proposal Development Director Louis Berger [email protected] Matthew Daw, PE, LEED AP Principal Keast & Hood [email protected]
EXAMPLE 1 DESIGN OF CANTILEVERED WALL, GRANULAR SOIL
EXAMPLE DESIGN OF CANTILEVERED WALL, GRANULAR SOIL A sheet pile wall is required to support a 2 excavation. The soil is uniform as shown in the figure. To take into account the friction between the wall
BRIDGES ARE relatively expensive but often are
Chapter 10 Bridges Chapter 10 Bridges Bridg Bridges -- usually the best, but most expensive drainage crossing structure. Protect bridges against scour. BRIDGES ARE relatively expensive but often are the
beams columns blast walls slabs pipes protective coatings polymer concrete Solutions Looking for Problems...
beams columns blast walls slabs pipes protective coatings polymer concrete Solutions Looking for Problems... CarbonWrap Solutions Services Turnkey Innovative Solutions and Products CarbonWrap Solutions,
Settlement of Precast Culverts Under High Fills; The Influence of Construction Sequence and Structural Effects of Longitudinal Strains
Settlement of Precast Culverts Under High Fills; The Influence of Construction Sequence and Structural Effects of Longitudinal Strains Doug Jenkins 1, Chris Lawson 2 1 Interactive Design Services, 2 Reinforced
Comparison of Seismic Retrofitting Methods for Existing Foundations in Seismological Active Regions
Comparison of Seismic Retrofitting Methods for Existing Foundations in Seismological Active Regions Peyman Amini Motlagh, Ali Pak Abstract Seismic retrofitting of important structures is essential in seismological
List of Graduate Level Courses in Civil Engineering
List of Graduate Level Courses in Civil Engineering Students should visit the York University courses web site for a listing of courses being offered (https://w2prod.sis.yorku.ca/apps/webobjects/cdm) during
Type of Force 1 Axial (tension / compression) Shear. 3 Bending 4 Torsion 5 Images 6 Symbol (+ -)
Cause: external force P Force vs. Stress Effect: internal stress f 05 Force vs. Stress Copyright G G Schierle, 2001-05 press Esc to end, for next, for previous slide 1 Type of Force 1 Axial (tension /
CONCRETE SEGMENTAL RETAINING WALL SYSTEM
CONCRETE SEGMENTAL RETAINING WALL SYSTEM PART 1: GENERAL SPECIFICATIONS 1.01 Work Included A. Work shall consist of furnishing and constructing a Rockwood Vintage TM unit segmental retaining wall (SRW)
TECHNICAL NOTE Lining of Casings with SaniTite HP Pipe
TECHNICAL NOTE Lining of Casings with SaniTite HP Pipe TN 5.18 October 2015 In sanitary sewer, it is often necessary to use trenchless technology methods to install a casing pipe under high volume roads,
Soft, diagnostic and proof load testing in routine bridge assessment. Joan R. Casas Technical University of Catalunya (UPC) Barcelona, Spain
Soft, diagnostic and proof load testing in routine bridge assessment Joan R. Casas Technical University of Catalunya (UPC) Barcelona, Spain Objectives (WP2) Optimise bridge assessment by using load testing
Investigation of Foundation Failure. Step 1 - Data Collection. Investigation Steps
Foundations on Expansive Clay Soil Part 3 - Investigation of Failed Foundations Presented by: Eric Green, P.E. Structural Engineer Slide 1 Copyright Eric Green 2005 Investigation of Foundation Failure
TS 813 GROUNDING AND BONDING TTD 813.001 TRAFFIC SIGNAL INSTALLATION AND CONTROLLER CABINET GROUNDING SYSTEM TTD 813.005 CONTROLLER CABINET GROUNDING
TORONTO TRANSPORTATION January 2012 TS 813 GROUNDING AND BONDING TABLE OF CONTENTS 1. DRAWINGS TTD 813.001 TRAFFIC SIGNAL INSTALLATION AND CONTROLLER CABINET GROUNDING SYSTEM TTD 813.005 CONTROLLER CABINET
Thermal Stress & Strain. 07 Thermal Stress and Strain Copyright G G Schierle, 2001-05 press Esc to end, for next, for previous slide 3
Thermal Stress & Strain 07 Thermal Stress and Strain Copyright G G Schierle, 2001-05 press Esc to end, for next, for previous slide 3 Thermal Stress & Strain 07 Thermal Stress and Strain Copyright G G
Chapter 3 Pre-Installation, Foundations and Piers
Chapter 3 Pre-Installation, Foundations and Piers 3-1 Pre-Installation Establishes the minimum requirements for the siting, design, materials, access, and installation of manufactured dwellings, accessory
High Capacity Helical Piles Limited Access Projects
High Capacity Helical Piles Limited Access Projects Tel 403 228-1767 Canada, USA, Russia Brendan ODonoghue 519 830-6113 Presentation Summary 1. Helical piles Background on large diameter shafts and helices
NCMA TEK CONCRETE MASONRY FOUNDATION WALL DETAILS. TEK 5-3A Details (2003)
NCMA TEK National Concrete Masonry Association an information series from the national authority on concrete masonry technology CONCRETE MASONRY FOUNDATION WALL DETAILS TEK 5-3A Details (2003) Keywords:
CONCRETE SEGMENTAL RETAINING WALL SYSTEM
CONCRETE SEGMENTAL RETAINING WALL SYSTEM PART 1: GENERAL SPECIFICATIONS 1.01 Work Included A. Work shall consist of furnishing and constructing a Rockwood Classic 8 with PCS unit segmental retaining wall
STRUCTURES. 1.1. Excavation and backfill for structures should conform to the topic EXCAVATION AND BACKFILL.
STRUCTURES 1. General. Critical structures may impact the integrity of a flood control project in several manners such as the excavation for construction of the structure, the type of foundation, backfill
CE591 Lecture 8: Shear Walls
CE591 Lecture 8: Shear Walls Introduction History, examples Benefits Disadvantages Plate Girder Analogy Behavior of Special Plate Shear Walls (SPSW) Design of SPSW Important considerations Special Plate
Emergency repair of Bridge B421
Emergency repair of Bridge B421 over the Olifants River after fl ood damage INTRODUCTION AND BACKGROUND Bridge B421 is located on the R555 at km 5.03 on Section 01E between Witbank (now known as emalahleni)
BRIDGE RESTORATION AND LANDSLIDE CORRECTION USING STRUCTURAL PIER AND GRADE BEAM
BRIDGE RESTORATION AND LANDSLIDE CORRECTION USING STRUCTURAL PIER AND GRADE BEAM Swaminathan Srinivasan, P.E., M.ASCE H.C. Nutting/Terracon David Tomley, P.E., M.ASCE KZF Design Delivering Success for
SECTION 02400 - STORM DRAIN SYSTEM
SECTION 02400 - STORM DRAIN SYSTEM CONTENTS: Part 1 - General... 1 1.01 Work Included... 1 1.02 Related Requirements... 1 1.03 Reference Standards... 1 1.04 Quality Assurance... 1 1.05 Measurement And
SIENA STONE GRAVITY RETAINING WALL INSTALLATION SPECIFICATIONS. Prepared by Risi Stone Systems Used by permission.
SIENA STONE GRAVITY RETAINING WALL INSTALLATION SPECIFICATIONS Prepared by Risi Stone Systems Used by permission. 1-800-UNILOCK www.unilock.com FOREWORD This outline specification has been prepared for
High Density Polyethylene Liners for Rehabilitation of Corroded Pipelines
High Density Polyethylene Liners for Rehabilitation of Corroded Pipelines Jeff Schell General Manager United Pipeline Middle East, Inc. Introduction HDPE Liners A cost effective and environmentally beneficial
APPLICATION PROCEDURES FOR PLACEMENT OF UNDERGROUND TELECOMMUNICATION CABLES IN THE VICINITY OF TRANSPORTATION FACILITIES
APPLICATION PROCEDURES FOR PLACEMENT OF UNDERGROUND TELECOMMUNICATION CABLES IN THE VICINITY OF TRANSPORTATION FACILITIES UNDER THE JURISDICTION OF ALBERTA TRANSPORTATION 1.0 Application Procedures 2.0
7. Do you perform any out of state work?... If yes, in what states and provide details of work performed
Applicant s Name* (*If more than one entity, attach separate sheet with description of each entity s operations, relationship to each other and ownership.) Contractors Application Agent Applicant Mailing
CHAPTER 8 CIVIL DESIGN
CHAPTER 8 CIVIL DESIGN A. GENERAL This Chapter includes standards and design considerations for other civil engineering design in structural, drainage and utilities. Design considerations for electrical
SECTION 15076 CEMENT-MORTAR LINED AND COATED STEEL PIPE
SECTION 15076 CEMENT-MORTAR LINED AND COATED (CML&C) STEEL PIPE PART 1 GENERAL 1.01 DESCRIPTION This section designates the requirements for steel pipe fabrication, test in shop, installation of steel
Designed and Engineered to Perform
History EARTH CONTACT PRODUCTS, L.L.C., is a family owned company, based in Olathe, Kansas. This company was built upon Don May s U.S. Patented fourth-generation Steel Piering System that has led to the
Long-term serviceability of the structure Minimal maintenance requirements Economical construction Improved aesthetics and safety considerations
Design Step 7.1 INTEGRAL ABUTMENT DESIGN General considerations and common practices Integral abutments are used to eliminate expansion joints at the end of a bridge. They often result in Jointless Bridges
ARCHITECTURE. Asst. Prof. Meltem VATAN KAPTAN [email protected]
STRUCTURES IN ARCHITECTURE Asst. Prof. Meltem VATAN KAPTAN [email protected] Istanbul Aydin University, Faculty of Engineering and Architecture ISTANBUL, TURKEY December 15, 2011 - GAZIANTEP If
Precast Modular Block (PMB) for Retaining Wall Systems
Precast Modular Block (PMB) for Retaining Wall Systems Field Installation Best Practices Manual TABLE OF CONTENTS INTRODUCTION 3 DEFINITIONS 3 CONSTRUCTION RESPONSIBLILITES 4 Precast Retaining Wall Dealer
Challenging Skew: Higgins Road Steel I-Girder Bridge over I-90 OTEC 2015 - October 27, 2015 Session 26
2014 HDR Architecture, 2014 2014 HDR, HDR, Inc., all all rights reserved. Challenging Skew: Higgins Road Steel I-Girder Bridge over I-90 OTEC 2015 - October 27, 2015 Session 26 Brandon Chavel, PhD, P.E.,
FOUNDATION DESIGN. Instructional Materials Complementing FEMA 451, Design Examples
FOUNDATION DESIGN Proportioning elements for: Transfer of seismic forces Strength and stiffness Shallow and deep foundations Elastic and plastic analysis Foundation Design 14-1 Load Path and Transfer to
Structural Performance of Highway Bridges under Given Foundation Settlements
ASEE 2014 Zone I Conference, April 3-5, 2014, University of Bridgeport, Bridgeport, CT, USA. Structural Performance of Highway Bridges under Given Foundation Settlements Zhan Su*; Qian Wang, PhD, PE, Assistant
The Verdura Wall check with your local building department
The Verdura Wall The Verdura Wall by Soil Retention Products, Inc of Carlsbad, California can be constructed as a gravity retaining structure or a geosynthetic reinforced segmental retaining wall, depending
The better way to build TM. Installation Manual. FOUNDATION SIPs & FROST WALLS SIPs
The better way to build TM Installation Manual FOUNDATION SIPs & FROST WALLS SIPs February 2016 PWF FOUNDATION & FROST WALL SIPs Installation Manual Table of Contents Topics General Requirements...................................
The AASHO Road Test site (which eventually became part of I-80) at Ottawa, Illinois, was typical of northern climates (see Table 1).
Página 1 de 12 AASHO Road Test The AASHO Road Test, a $27 million (1960 dollars) investment and the largest road experiment of its time, was conceived and sponsored by the American Association of State
CEEN 162 - Geotechnical Engineering Laboratory Session 7 - Direct Shear and Unconfined Compression Tests
PURPOSE: The parameters of the shear strength relationship provide a means of evaluating the load carrying capacity of soils, stability of slopes, and pile capacity. The direct shear test is one of the
WATERVIEW CONNECTION PROJECT. Ground Settlement WATERVIEW CONNECTION TEAM
WATERVIEW CONNECTION PROJECT Ground Settlement WATERVIEW CONNECTION TEAM Settlement What is it? Settlement is the lowering of ground level caused by a volume change or movement within the soil Shrinking
Foundation Experts, LLC Specializes in Foundation Repair and Waterproofing
1 Most basements show some signs of leaking and cracking. Through the years, problems with water, poor soils, grading, drainage and possible settling affect the integrity of a basement. Being able to recognize
BEST PRACTICE GUIDELINES FOR CULVERT LINER SELECTION
BEST PRACTICE GUIDELINES FOR CULVERT LINER SELECTION GENERAL Rehabilitation of culverts with pipe liners is one of several methods available for extending the life of an existing culvert. It is often cost
Up-Down Construction Utilizing Steel Sheet Piles and Drilled Shaft Foundations
Up-Down Construction Utilizing Steel Sheet Piles and Drilled Shaft Foundations Nathan A. Ingraffea, P.E., S.E. Associate, KPFF Consulting Engineers, Portland, Oregon, USA Abstract The use of steel sheet
The unit costs are based on the trend line of the 3 low bids for the average quantity.
Page 1 of 8 COST ESTIMATE GENERAL INSTRUCTIONS The unit costs are based on the trend line of the 3 low bids for the average quantity. Apply the Unit Costs to ordinary structures. Unit Costs should generally
Current Status of Seismic Retrofitting Technology
CONTENTS Current Status of Seismic Retrofitting Technology Damages of Past Earthquakes Seismic Diagnosis Method Building Control Section Urban Building Division Bureau of Urban Development, TMG Seismic
Hunter College school of Social Work Thesis Proposal
Fall 2009 Hunter College school of Social Work Thesis Proposal To analyze how energy efficiency can be implemented using facade and green roof redesign. It ties structural engineering concepts with existing
Wisconsin Building Products Evaluation
Safety & Buildings Division 201 West Washington Avenue P.O. Box 2658 Madison, WI 53701-2658 Evaluation # 200813-O Wisconsin Building Products Evaluation Material Best Management Standards for Foundation
Söderströmtunnel: immersion in downtown Stockholm, Sweden
Söderströmtunnel: immersion in downtown Stockholm, Sweden J. Glückert Dipl.-Ing, Züblin Ground Engineering, Stuttgart, Germany N.H.J. Vink MSe, M. Reijm BSc, P.T. van Westendorp BSc Strukton Immersion
SECTION 31 20 00 EARTH MOVING
SECTION 31 20 00 PART 1 - GENERAL 1.01 DESCRIPTION A. This Section describes the requirements for excavating, filling, and grading for earthwork at Parking Structure, new exit stair and as required to
Cellar Tech Containment Well Cellar Systems www.cellartech.com
Sealed Well Cellars are protected by US patent 7637692, 7987904, 8127837, and 8256505. Additional US patents pending. Basic Containment Well Cellar Sealed Well Cellars are protected by US patent 7637692,
DISTRIBUTION PIPING MATERIALS: BUILDING HYDRONIC SYSTEM MANAGEMENT. Jim Riley, Texas A&M University February 10, 2015
DISTRIBUTION PIPING MATERIALS: BUILDING HYDRONIC SYSTEM MANAGEMENT Jim Riley, Texas A&M University February 10, 2015 Piping at Texas A&M 2 History of Distribution Piping at Texas A&M Concrete reinforced
Vacuum Consolidation Dewatering in Sediment Remediation
Vacuum Consolidation Dewatering in Sediment Remediation Anatomy of contaminated sediment volume Vacuum Consolidation Dewatering (VCD) Underwater dewatering for volume reduction. VCD application modes and
Draft Table of Contents. Building Code Requirements for Structural Concrete and Commentary ACI 318-14
Draft Table of Contents Building Code Requirements for Structural Concrete and Commentary ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318 14) Chapter 1 General 1.1 Scope of ACI 318
Technical Manual - Section 1 Introduction to Lytag lightweight aggregate
Uniclass L6129 EPIC F122 CI/SfB Yp3 Technical Manual - Section 1 Introduction to Lytag lightweight aggregate Introduction... 2 Product... 2 Sustainability... 2 Physical Properties of Lightweight Aggregate...
1. ASTM C 140 - Sampling and Testing Concrete Masonry Units 2. ASTM C 1372 Standard Specification for Dry-Cast Segmental Retaining Wall Units
SPECIFICATION FOR SEGMENTAL RETAINING WALL SYSTEMS PART 1: GENERAL 1.01 Description A. Work shall consist of furnishing materials, labor, equipment and supervision to install a segmental retaining wall
EGYPTIAN CODES FOR DESIGN AND CONSTRUCTION OF BUILDINGS
in the Euro-Mediterranean Area EGYPTIAN CODES FOR DESIGN AND CONSTRUCTION OF BUILDINGS By Prof. Amr Ezzat Salama Chairman of Housing, Building National Center Cairo, Egypt Former Minister of High Education
COSMOS 2012: Earthquakes in Action COSMOS 2012
COSMOS 2012 What is SFSI and why is it important? Soil issues in Earthquakes Structures where SFSI important Retaining structures (lateral earth pressure) Foundations (spread and pile footings, bearing
