Jointed Precast Concrete Pavement
|
|
|
- Ethel Norris
- 5 years ago
- Views:
Transcription
1 NATIONAL PRECAST CONCRETE ASSOCIATION Manual for Jointed Precast Concrete Pavement 3rd Edition
2 Authors Peter Smith, P.E. Mark B. Snyder, Ph.D., P.E. Graphic Designer Deborah Templeton NPCA Precast Concrete Paving Slabs Product Committee members ( ): Thomas Montalbine, Roman Stone Construction Co., chairman Jim Aylward, Western Forms Inc. Daryl Burns, Delta Specialty Precast Concrete Engineers Dean Frank, P.E., Industry Consultant Dan Moellman, P.E., The Fort Miller Co. Inc. Alan Pritchard, Smith-Midland Corp. Warren Taylor, Pro-Cast Products Inc. Sam Tyson, Federal Highway Administration Manual for Jointed Precast Concrete Pavement Third Edition, November 2018 NATIONAL PRECAST CONCRETE ASSOCIATION 1320 City Center Dr., Suite 200 Carmel, IN precast.org
3 Table of Contents Chapter 1: Introduction Pavement Repair: A Worldwide Necessity What Is a Precast Concrete Pavement System? Similarities to Cast-In-Place Systems Precast Concrete Pavement Systems General Categories of Precast Pavement Systems Precast Prestressed Concrete Pavement (PPCP) Jointed Precast Concrete Pavement (JPrCP) Experience and Performance Expectations Fabrication and Installation Experience to Date Performance Indicators Topics Covered in This Manual Summary Chapter 2: Criteria and Considerations for Using Precast Pavement Systems Principal Criteria for Using Precast Pavement Short Work Windows and/or Heavy Traffic Long-Term Durability Required Project Suitability: Other Factors for Consideration General Constructability Considerations Site-Specific Factors That May Impact Design and Construction Summary Chapter 3: Applications for Jointed Precast Pavement Systems Types of Repair Intermittent Repairs Continuous Lane Replacement Intermittent and Continuous Replacement in Adjacent Lanes Precast Repair for Other Locations Ramps Urban Arterials Intersections City Streets Toll Plazas Bridge Approaches and Bridge Approach Slabs Bus Pads Pavement Under Low-Clearance Bridges Precast Repairs for Composite Pavement Repairs to Airport Pavement Summary Chapter 4: Design of Jointed Precast Concrete Pavement Systems Structural Design Criteria Service Life and Performance Criteria Strength and Reinforcing Considerations Typical Thickness Design Criteria Typical Thickness Design Constraints Panel Size Selection and Joint Layout Considerations Panel Dimensions: Limiting Maximum Size and Aspect Ratio Matching Transverse Joint Locations in Adjacent Lanes Considerations for Retaining the Existing Longitudinal Joint Layout Impact of Utility Access on Joint Layout Consideration of Existing Expansion Joints Selection of Slab Support System and Impact on System Design Grade-Supported JPrCP Systems Grout- and Urethane-Supported JPrCP Systems Thickness Design Considerations and Design Procedures for Lane Replacements and Reconstruction
4 JPrCP Panel Reinforcing The Need for Panel Reinforcing Slab Reinforcing Techniques Design of Slab Reinforcing Load Transfer Systems Importance of Joint Load Transfer Dowels, Tie Bars and Keyways Uses and Limitations Dowel Load Transfer System Design Dowel and Tie Slot Systems Design, Fabrication and Construction Considerations Approval of New Load Transfer Systems Tie Steel System Design Additional Slab Design Features and Considerations Embedded Features: Lifting and Jacking Hardware Embedded Features: Utility Openings Slab Surface Texture, Color, Patterns Grout Distribution Systems (Grout Ports and Distribution Channels) Summary Chapter 5: Developing Plans, Specifications and Cost Estimates Specifications Historical Perspective Types of Specifications in Current Use Essentials for Specifications of All Types Preparing Contract Plans Typical Sections Maintenance and Protection of Traffic Precast Panel Details Installation Details Repair Locations Developing Project Costs What to Include in Project Costs Sources of Installed Cost Information Factors That Affect Project Cost Estimating Project Time Requirements Project Award Contractor Mobilization and Subcontractor Awards Surveying Development and Approval of Shop Drawings Fabrication Time for Installation Time for Joint Sealing, Profile Grinding and Cleanup Comparing PCP Costs with Other Paving and Repair Technique Costs Summary Chapter 6: Shop Drawings and Other Submittals Starting The Shop Drawing Process Gathering Necessary Information Information Gathered From Contract Plans and Specifications Information Gathered From Contractors Information Gathered From System Designers Information Gathered From Precasters Pre-Construction Meeting Shop Drawing Content Production Note Sheet Panel Detail Sheets Site Drawing Indicating Panel Layout Shop Tickets Summary
5 Chapter 7: Fabrication of Precast Pavement Panels Precast Plant Facilities and Resources Physical Facilities Human Resources Plant Certification Programs Elements of a Plant Certification Program Plant- and Product-Specific Quality Control Plans Quality Control Personnel Senior Management Quality Control Manager Quality Control Inspectors Production Personnel Special Requirements for Materials Used In Precast Panels Aggregates Cement Supplementary Cementitious Materials (SCMs) Chemical Admixtures Concrete Mix Designs for Precast Panels Forms for Precast Pavement Panels Form Types Beds for Flat (Single-plane) Panels Beds for Non-planar Panels Standard Side Rails Side Rails for Variable-Width and -Length Panels Preparation for Concrete Placement Form Setup Placement of Reinforcement Pre-pour Checking Concrete Placement, Finishing and Initial Curing Concrete Testing Concrete Placement Screeding Finishing and Texturing Initial Curing Post-placement Activities Stripping Forms Post-pour Checking Panel Detailing Panel Labeling Final Curing Yard Storage and Handling Shipping Summary Chapter 8: Pre-Installation Procedures Common to All Systems Maintenance and Protection of Traffic (MPT) and Providing Worker Safety Work Areas Pre-installation Field Surveying (Layout) Laying Out Panel Point Marks for Area Placements Laying Out Panel Point Elevation Marks in Area Placements Sawing Operations Removal of Existing Pavement Subbase Repair Working with Existing Cement-Treated Base Replacement of Existing CTB with New, Rapid-Setting Lean Concrete Base Drainable Concrete and Asphalt Bases Summary
6 Chapter 9: System-Specific Installation Procedures Placing or Adjusting Panels to the Correct Grades Determining Correct Grades Grades for Drop-in and Lane-replacement Panels Grade Control for Grade-supported Systems Grade Control for Grout-supported Systems Grade Control Using Expansive Polyurethane Foam Providing Complete and Uniform Panel Support Grade-supported Systems Grout-supported (Leveling-Lift) Systems Urethane-supported Systems Installing Load Transfer Devices at Transverse Joints Top-Slot Methods Bottom-Slot Method (The Fort Miller Super-Slab System) Sliding Dowel Methods California Cast-Slide (Tear-Drop) Narrow Top-Slot System Epoxy-Anchoring Dowels in Existing Pavement All Methods Tie Bars Across Longitudinal Joints Generic Tie Bar Installation Procedures Panel Placement Preparing the Subgrade Surface Equipment for Placing Panels Panel Placement Under Overpasses Positioning Panels Horizontally Opening Panels to Traffic Grade-supported Panels Grout-supported Panels Urethane-supported Panels Achieving Smooth Pavement Surfaces Selecting Methods That Work Together as a System Benefits of Choosing an Established System Considerations for Developing a New System Summary Chapter 10: Organizing and Managing a Project for a Quality Installation Beginning a Precast Paving Project System Validation Validating Systems Before the Bid Validating Systems After the Bid System Trial Installation Meeting System Trial Installation Pre-construction Meeting Fabrication Quality Control (QC) Plans and Quality Assurance (QA) Programs Fabrication Quality Control (QC) Plans Fabrication Quality Assurance (QA) Activities Effectiveness of Fabrication QC Plans and QA Programs Installation QC Plans and QA Programs The Need for Installation (Contractor) QC and QA Programs The Evolution of Installation QC Plans Effective Contractor-generated Installation QC Plans QC Plan Details What to Check and Control Owner s Installation QA Program Installation Plan Contractor Installation Crews Project Manager Surveying Crews Shop Drawing Engineers Sawing Crew Removal Crew
7 Subbase Preparation Crew Panel Placement Crew Grouting Crew Contractor QC Crew Pre-installation Meeting Training Trainer Selection Classroom Training Topics Training Examination and Certification Contractor Trial Installation (Test Strip) Modifying Installation Procedures After the Contractor Trial Installation Emergency Provisions Working Together Cost Of QC/QA Plans and Programs Summary Chapter 11: After Panel Installation The Finishing Touches Spall Repair Identifying Minor Defects in Need of Repair Spall Repair Procedures and Materials Repair of Defective Dowel Installations Cracks in Precast Pavement Panels Finding Cracks Measuring Crack Widths Crack Evaluation Remediating Typical Cracks Remediating Wide Cracks Remediation of Excessive Joint Widths Remediating Transverse Joints Remediating Longitudinal Joints Removing and Replacing Unacceptable Panels Removing Ungrouted Bottom-Slot Panels Removing Grouted Panels Diamond Grinding Grinding to Improve Pavement Smoothness Grinding to Meet Pavement Profile Requirements Grinding to Meet Pavement Friction Requirements Sealing (or Not Sealing) Precast Pavement Joints Mechanics of Successful Joint Sealing Joint Filler Material Joint Sealant Materials Sealing Transverse Joints Sealing Longitudinal Joints Summary Chapter 12: Precast Concrete Pavement Maintenance Requirements Typical PCP Features and Conditions Requiring Maintenance Identifying and Quantifying Distresses Typical Maintenance and Repair Operations Replacing Construction-related Spall Repairs Repairing Failed Load Transfer Dowels Repairing Excessively Wide Grout-filled Joints Maintaining Joint Sealant in Precast Pavement Maintaining Grout in Grout Ports and Lift Insert Recesses Crack Maintenance Full-depth Panel Replacement Surface Texture Maintenance Maintenance of Adjacent Original Pavement Summary
8 Chapter 13: Future Applications for Jointed Precast Concrete Pavement Addable Precast Concrete Pavement Dowel Bar Retrofit Method Bottom Slot and Solid Dowel Method Bottom Slot and Removable (Hollow) Dowel Method Reusable Urban Pavement Overlay and Inlay Precast Panels Precast Overlays Precast Inlays Precast Inlays in Existing Asphalt Pavement Pilot Precast Panel Inlay Project Pervious Precast Concrete Pavement Panels Pervious CIP Concrete Pervious Precast Pavement Precast Panels for Industrial Use Commercial Driveways Acid- and Abrasion-resistant Industrial Floor Panels Instrumented Pavement Battery-charging Roadway Panels Precast Recharging Panels Heated Precast Pavement Solar Power-generating Pavement Panels U.S.-based Efforts European Efforts The Role of Precast Panels Summary
Design and Construction of Highway Pavement Joint Systems
Design and Construction of Highway Pavement Joint Systems Troubleshooting Joint Design and Construction Issues Mark B. Snyder, Ph.D., P.E. Engineering Consultant to the American Concrete Pavement Association
Precast Concrete Pavement
Precast Concrete Pavement Phillip Sturdivant, P.E. Louisiana Department of Transportation and Development www.dotd.la.gov What is Precast Concrete Pavement? Precast concrete pavement is what it says it
B. Installation Instructions. Provide installation instructions, including any special equipment, to address the following.
SAMPLING AND TESTING. The Sampling and Testing requirements contained in -03 shall apply. MARKING. The Marking requirements contained in -03 shall apply. FINAL PRODUCTION INSPECTION. The Final Production
To: New York State Department of Transportation ENGINEERING INSTRUCTION. Approved:
To: New York State Department of Transportation ENGINEERING INSTRUCTION Title: PRECAST CONCRETE PAVEMENT SLAB SYSTEMS STANDARD SPECIFICATION Distribution: Manufacturers (18) Local Govt. (31) Agencies (32)
This brochure is provided by:
This brochure is provided by: TABLE OF CONTENTS Precast Concrete Pavement...3 Jointed Precast Concrete Pavement...4 Environmental, Sustainability and Safety Aspects of PCPS...5 Appropriate Applications
4.1. Foremen 4.2. Concrete plant manager 4.3. Concrete plant operator 4.4. Personnel performing saw cutting and joint sealing
10-1. JOINTED PLAIN CONCRETE PAVEMENT GENERAL Summary This work includes constructing jointed plain concrete pavement. Comply with Section 40, "Concrete Pavement," of the Standard Specifications. Submittals
AASHTO TIG Promoting the use of Precast Concrete Pavement Systems. Highways for Life PCPS Showcase NJDOT, Mt. Arlington NJ Timothy J.
AASHTO TIG Promoting the use of Precast Concrete Pavement Systems Highways for Life PCPS Showcase NJDOT, Mt. Arlington NJ Timothy J. LaCoss AASHTO TIG Lead States Team Our Mission To promote the use of
Chapter 8 PRE-INSTALLATION PROCEDURES COMMON TO ALL SYSTEMS
Chapter 8 PRE-INSTALLATION PROCEDURES COMMON TO ALL SYSTEMS A GUIDE FOR CONTRACTORS AND AGENCY/OWNER INSPECTORS While there are significant differences in installation techniques associated with the various
Chapter 6: SHOP DRAWINGS AND OTHER SUBMITTALS
Chapter 6: SHOP DRAWINGS AND OTHER SUBMITTALS A GUIDE FOR SHOP DRAWING ENGINEERS, AGENCIES, PRECASTERS AND CONTRACTORS Shop drawings are detailed working drawings, usually Starting The Shop Drawing Process
PERFORMANCE OF PRECAST CONCRETE PAVEMENTS
PERFORMANCE OF PRECAST CONCRETE PAVEMENTS By Shiraz Tayabji, Ph. D., P. E. Email: stayabji@aol.com and Dan Ye, Ph.D., P.E. Email: dye@fugro.com Fugro Consultants, Inc. 10025Governor Warfield Parkway, Suite
Project No.: VTRC 06-R22 March Period Covered: Contract No.
Standard Title Page - Report on State Project Report No. Report Date No. Pages Type Report: Final Project No.: 78783 VTRC 06-R22 March 2006 17 Period Covered: Contract No. Title: Evaluation of Precast
Fast Track Precast Concrete Pavement Rehabilitation Pilot Project
Fast Track Precast Concrete Pavement Rehabilitation Pilot Project Susanne Chan, M.A.Sc, P.Eng. Pavement Design Engineer, Ministry of Transportation Ontario Warren Lee, M.A.Sc, P.Eng. Pavement Design Engineer,
Precast Concrete Pavement Background Concepts. Project 1517 FHWA, CTR & TxDOT Gary Graham November 15, 2001
Precast Concrete Pavement Background Concepts Project 1517 FHWA, CTR & TxDOT Gary Graham November 15, 2001 Project Background CTR contracted by FHWA/TxDOT to investigate the feasibility of using precast
POSTPRINT UNITED STATES AIR FORCE RESEARCH ON AIRFIELD PAVEMENT REPAIRS USING PRECAST PORTLAND CEMENT CONCRETE (PCC) SLABS (BRIEFING SLIDES)
POSTPRINT AFRL-RX-TY-TP-2008-4582 UNITED STATES AIR FORCE RESEARCH ON AIRFIELD PAVEMENT REPAIRS USING PRECAST PORTLAND CEMENT CONCRETE (PCC) SLABS (BRIEFING SLIDES) Athar Saeed, PhD, PE Applied Research
Precast Concrete Panels for Rapid Pavement Repair
Precast Concrete Panels for Rapid Pavement Repair Scott Shuler, Ph. D., P. E. Colorado State University Ft. Collins, CO 80523-1584 Gary Dewitt, P. E. Colorado Department of Transportation Evans, Colorado
TechBrief. Precast Concrete Panels for Repair and Rehabilitation of Jointed Concrete Pavements
TechBrief The Concrete Pavement Technology Program (CPTP) is an integrated, national effort to improve the long-term performance and cost-effectiveness of concrete pavements. Managed by the Federal Highway
IGGA Guide Specification: Dowel Bar Retrofit (DBR) Introduction
IGGA Guide Specification: Dowel Bar Retrofit (DBR) Introduction This standard developed by the International Grooving and Grinding Association (IGGA) specifies the procedures for construction of dowel
CHAPTER 9: SYSTEM-SPECIFIC INSTALLATION PROCEDURES
CHAPTER 9: SYSTEM-SPECIFIC INSTALLATION PROCEDURES With every system described in previous chapters there are specific, and, in some cases, unique installation methods used (after the preliminary work
PCCP Preservation Steps to Take to Extend Pavement Life and Performance of Your Concrete Pavements
PCCP Preservation Steps to Take to Extend Pavement Life and Performance of Your Concrete Pavements Larry Scofield, P.E. International Grooving and Grinding Association 1 Big Preservation Everybody Wins
Session 8: Load Transfer Restoration. (Dowel Bar Retrofit, Cross-Stitching, and Slot Stitching)
Session 8: Load Transfer Restoration (Dowel Bar Retrofit, Cross-Stitching, and Slot Stitching) Learning Outcomes 1. List benefits and applications of dowel bar retrofit (DBR), cross stitching, and slot
SPECIFICATIONS FOR THE MANUFACTURE AND DESIGN OF PRECAST THREE SIDED ARCH STRUCTURES, WINGWALLS AND HEADWALLS
SPECIFICATIONS FOR THE MANUFACTURE AND DESIGN OF PRECAST THREE SIDED ARCH STRUCTURES, WINGWALLS AND HEADWALLS 1. DESCRIPTION THESE SPECIFICATIONS ARE FOR A PRECAST THREE SIDED ARCH STRUCTURE, HEADWALLS
AMENDMENTS Manual of STANDARD SPECIFICATIONS. Adopted by Standard Specifications Committee. Amendment. No. 6. Published by
AMENDMENTS to 2012 Manual of STANDARD SPECIFICATIONS Adopted by Standard Specifications Committee Amendment No. 6 Published by Utah LTAP Center Utah State University 8305 Old Main Hill Logan UT 84322-8205
A. Extent of structural precast concrete work is shown on drawings and in schedules.
SECTION 03 41 00 - STRUCTURAL PRECAST CONCRETE PART 1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 specification
Dowel Bar Alignment and Location for Placement by Mechanical Dowel Bar Insertion
Dowel Bar Alignment and Location for Placement by Mechanical Dowel Bar Insertion January 7, 2013 Scope, Background and Applicability This guide specification is directly applicable to 18 in. (457 mm) long,
2016 Specification Treads, Base, Stringers and other Amenities Wausau Tile Precast Epoxy Terrazzo
2016 Specification Treads, Base, Stringers and other Amenities 09400 Wausau Tile Precast Epoxy Terrazzo PART 1 - GENERAL 1.1 SUMMARY A. Perform all work required to complete, as indicated by the Contract
Chapter 3: APPLICATIONS FOR JOINTED PRECAST PAVEMENT SYSTEMS
Chapter 3: APPLICATIONS FOR JOINTED PRECAST PAVEMENT SYSTEMS A GUIDE FOR DESIGNERS, PROJECT OWNERS AND PRECASTERS While there is not an abundance of published information on the design, construction and
SECTION PRECAST CONCRETE SECTIONAL MANHOLES
SECTION 02545 PRECAST CONCRETE SECTIONAL MANHOLES PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Precast reinforced concrete cylindrical sectional manholes, complete with openings, inserts, hardware,
KANSAS DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION TO THE STANDARD SPECIFICATIONS, 2007 EDITION
Sheet 1 of 7 KANSAS DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION TO THE STANDARD SPECIFICATIONS, 2007 EDITION SECTION 502 PORTLAND CEMENT CONCRETE PAVEMENT (NON-QC/QA) Page 500-20, subsection 502.2.
KANSAS DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION TO THE STANDARD SPECIFICATIONS, 1990 EDITION
Sheet 1 of 5 KANSAS DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION TO THE STANDARD SPECIFICATIONS, 1990 EDITION NOTE: This special provision is generally written in the imperative mood. The subject, "the
Concrete Pavement Preservation
Concrete Pavement Preservation Concrete Pavement Preservation and Preventive Maintenance (A Webinar Series) Part 1 The Essentials: From Pavement Evaluation to Strategy Selection - March 15 Part 2 Partial-
Table 5G-2.01: Transverse Joint Requirements. Transverse Joint Type 6 C 12 7 C 15 8 CD CD CD 1 20
Design Manual Chapter 5 - Roadway Design 5G - PCC Pavement Joints 5G-2 Types of Joints A. Jointing PCC pavement joints are necessary primarily to control the location of cracks that occur from natural
JVI Vector Connector
The JVI Vector Connector User Guidelines 1 of 11 INTRODUCTION JVI designed the Vector Connector for use as shear and alignment connections between precast concrete elements such as double-tee flanges,
Flanged Dowel Box. Load Transfer System INDUSTRIAL SLAB ON GROUND
Flanged Dowel Box INDUSTRIAL SLAB ON GROUND Designed for construction joints in Post Tension or large shrinkage specifications Large lateral movement and expansion capacity Eliminates the need to drill
Section 914. JOINT AND WATERPROOFING MATERIALS
914.01 Section 914. JOINT AND WATERPROOFING MATERIALS 914.01. General Requirements. Joint and waterproofing material for use in concrete construction must meet the requirements of this section. 914.02.
SECTION COUNTERTOPS ecox PART 1 GENERAL
SECTION 11456 COUNTERTOPS ecox PART 1 GENERAL 1.1 SECTION INCLUDES A. Countertops B. Bar tops C. Vanity tops D. Table tops E. Reception counters F. Cash/back wraps G. Transaction counters H. Service counters
1.1 RELATED DOCUMENTS
SECTION 050505 -BEVEL RAIL ENDS PART 1- GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the contract, including General and Supplementary Conditions and Division 01 Specification Sections
3400 Tectura Designs Precast Concrete
3400 Tectura Designs Precast Concrete PART 1 - GENERAL 1.1 SUMMARY A. Perform all work required to furnish and complete the proper installation of precast concrete. B. Types of Precast Concrete work include:
Super-Slab Precast Pavement System Mid-Atlantic QA Workshop Hershey, PA February 8, 2017 The Fort Miller Co., Inc. Dan E. Moellman, P.E.
Super-Slab Precast Pavement System Mid-Atlantic QA Workshop Hershey, PA February 8, 2017 Dan E. Moellman, P.E. Located in upstate New York Transportation products Highway barrier Precast retaining walls
Segmental Bridge Technology Established and Evolving. W. Jay Rohleder, Jr, P.E., S.E. Senior Vice President / Project Development FIGG
1 Segmental Bridge Technology Established and Evolving W. Jay Rohleder, Jr, P.E., S.E. Senior Vice President / Project Development FIGG 2 Segmental Bridge Topics Addressed Definition of concrete segmental
14 March 2016 City Hall Station Renovations Bid Documents 15 th Street Station Phase Station Improvements SECTION PRECAST CONCRETE
SECTION 03400 PRECAST CONCRETE PART 1 GENERAL 1.01 DESCRIPTION A. The work specified in this Section consists of designing, furnishing and installing precast concrete components. 1.02 RELATED SECTIONS
PD 3 Dowel Cradle. Load Transfer System Industrial Slab on Ground
PD 3 Dowel Cradle Industrial Slab on Ground Provides the flattest joints Assists in reducing long term maintenance costs Extends the life-cycle of the floor and the asset Engineered to meet Super Flat
Super-Slab Precast Pavement System OTEC 2016 Session 38 October 25, 2016 The Fort Miller Co., Inc. Dan E. Moellman, P.E.
Super-Slab Precast Pavement System OTEC 2016 Session 38 October 25, 2016 Dan E. Moellman, P.E. Located in upstate New York Transportation products Highway barrier Precast retaining walls Bridges Precast
Diamond Dowel. Load Transfer System INDUSTRIAL SLAB ON GROUND
Diamond Dowel INDUSTRIAL SLAB ON GROUND Diamond Dowel designed for construction joints Tapered plate design allows for diagonal shrinkage Eliminates the need to drill or process formwork Design ensures
Precast Bendable Concrete Paving Slab for Speedy Road Construction
I 3 C Symposium on Industrial Infrastructure Research Precast Bendable Concrete Paving Slab for Speedy Road Construction presented by Yang En-Hua, PhD, LEED AP Assistant Professor & Assistant Chair (Academic)
PERFORM WITH PRECISION WELDED DOWEL ASSEMBLY LOAD TRANSFER PRODUCTS CONCRETE CONSTRUCTION SOLUTIONS BROCHURE
WELDED DOWEL ASSEMBLY LOAD TRANSFER PRODUCTS PERFORM WITH PRECISION CONCRETE CONSTRUCTION SOLUTIONS BROCHURE Transfers Loads for Pavement Durability Today the modern Portland Cement Concrete pavements
SECTION 1085 PRECAST REINFORCED CONCRETE BOX CULVERT
1085.1 1085.2(k) SECTION 1085 PRECAST REINFORCED CONCRETE BOX CULVERT 1085.1 DESCRIPTION This work is the manufacture, storage, delivery, installation, and assembly of precast reinforced concrete box culvert
ABC and Innovative Bridge Construction for Minnesota Local Roads
ABC and Innovative Bridge Construction for Minnesota Local Roads May 23, 2013 To box the cha of t unl qua gra ma all g You ma add Tex Chris Werner, PE Senior Bridge Engineer HDR Engineering, Inc. 763-278-5918
Full-Depth Concrete Pavement Repairs on the Ohio Turnpike
Full-Depth Concrete Pavement Repairs on the Ohio Turnpike FRANCIS C. STAIB, Superintendent of Maintenance, Ohio Turnpike Commission Full-depth concrete patching is used to repair damaged sections of pavement
Edgerail Aluminum Bridge Railing System Specification & Installation Instructions
Edgerail System Specification & Installation Instructions Hill & Smith, Inc 1000 Buckeye Park Road Columbus, Ohio 43207 Tel: 614-340-6294 Fax: 614-340-6296 www.hillandsmith.com Section A System Specification
MATERIALS DIVISION MEMORANDUM
MATERIALS DIVISION MEMORANDUM GENERAL SUBJECT: Precast Concrete and Concrete Pipe Quality Control/Quality Assurance Programs SPECIFIC SUBJECT: Sections 204.22(c), 204.26(d) and Minimum Acceptance Sampling
SECTION 58 PRECAST CONCRETE BOX CULVERT. This work consists of furnishing and installing Pre-cast Concrete Box Culverts.
SECTION 58 PRECAST CONCRETE BOX CULVERT 58.1 DESCRIPTION A. General This work consists of furnishing and installing Pre-cast Concrete Box Culverts. B. Related Work Section 51 Section 52 Section 53 Section
AFRL-RX-TY-TR
AFRL-RX-TY-TR-2009-4588 PRECAST SLAB LITERATURE REVIEW REPORT: REPAIR OF RIGID AIRFIELD PAVEMENTS USING PRECAST CONCRETE PANELS A STATE-OF- THE-ART REVIEW Chris Olidis, D.J. Swan and Athar Saeed Applied
SECTION 39 - MANHOLES TABLE OF CONTENTS
SECTION 39 - MANHOLES TABLE OF CONTENTS Section Page 39-1 GENERAL... 39.1 39-2 PRECAST CONCRETE MANHOLES... 39.1 39-2.01 Precast Concrete Sewer Manholes... 39.1 39-2.02 Precast Concrete Storm Drain Manholes...
SECTION SAND CUSHION TERRAZZO FLOORING
SECTION 09 66 13.13 SAND CUSHION TERRAZZO FLOORING THIS GUIDE SPECIFICATION HAS BEEN PREPARED BY THE NATIONAL TERRAZZO AND MOSAIC ASSOCIATION, INC., AND IS DISTRIBUTED FOR USE BY ITS MEMBERS AND DESIGN
Large Scale CalArc Pavers for Sand-Set Pedestrian Use Installations
The following specification refers to the Stepstone, Inc. product known as: Large Scale CalArc Pavers for Sand-Set Pedestrian Use Installations Large Scale CalArc Pavers are part of the California Architectural
TABLE OF CONTENTS 1200 PLAN PREPARATION
1200 PLAN PREPARATION TABLE OF CONTENTS PAGE 1201 General Plan Sheet Information... 12-1 1201.1 Introduction... 12-1 1201.2 Unit of Measure... 12-1 1201.3 Plan Sheet Materials and File Format... 12-1 1201.4
State-of-the-art Report On FULL-DEPTH PRECAST CONCRETE BRIDGE DECK PANELS (SOA )
State-of-the-art Report On FULL-DEPTH PRECAST CONCRETE BRIDGE DECK PANELS (SOA -01-1911) Vince Campbell Former president of Bayshore Concrete Products Corporation, VA This presentation is developed
Precast Concrete Pavement Panels on Minnesota Trunk Highway 62 - First Year Performance Report
2007-19 Precast Concrete Pavement Panels on Minnesota Trunk Highway 62 - First Year Performance Report Take the steps... Research...Knowledge...Innovative Solutions! Transportation Research 1. Report No.
A Solution to Cracking and Stresses Caused by Dowels and Tie Bars
Square bars and a special clip-on plastic sheath solve the problem A Solution to Cracking and Stresses Caused by Dowels and Tie Bars by Ernest K. Schrader D owels and tie-bars are important to the design
Glass Fiber Reinforced Polymer (GFRP) Dowel Bars - Aslan 600
Glass Fiber Reinforced Polymer (GFRP) Dowel Bars - Aslan 600 August 16, 2011 Aslan 600 Glass FRP Dowel Bars are used as a Load Transfer device between joints in concrete slabs. They provide a mechanical
Standard Specifications
Standard Specifications PART 1.00 GENERAL 1.01 DECRIPTION SECTION 02620 PRECAST REINFORCED CONCRETE SANITARY MANHOLES A. Work included: The Contractor shall furnish all labor, materials, equipment, and
INSTALLATION GUIDE PermaTrak. Patented Product: U.S. Patent #5,906,084 #8,302,362 #8,522,505 #8,839,588 #9,096,975
INSTALLATION GUIDE 2009-2017 PermaTrak. Patented Product: U.S. Patent #5,906,084 #8,302,362 #8,522,505 #8,839,588 #9,096,975 Table of Contents Project Overview Forward, Acceptability Criteria, Safety,
DESIGN GUIDELINES (SD) COUNTY OF ALAMEDA PUBLIC WORKS AGENCY 399 ELMHURST STREET HAYWARD, CA
DESIGN GUIDELINES (SD) COUNTY OF ALAMEDA PUBLIC WORKS AGENCY 399 ELMHURST STREET HAYWARD, CA 94544-1395 PUBLIC WORKS DESIGN GUIDELINES TABLE OF CONTENTS SD-100 SERIES SPECIAL DRAWINGS SD-100 8/1991 SILT
Jointing Rural Intersections
Design Manual Chapter 5 - Roadway Design 5G - PCC Pavement Joints 5G-4 Jointing Rural Intersections This section describes how to joint rural intersections by following the guidelines outlined in Iowa
SECTION PRECAST HOLLOW CORE PLANKS
PART 1 GENERAL 1.1 SECTION INCLUDES A. Roof planks. B. Floor planks. C. Accessories. 1.2 RELATED REQUIREMENTS A. Division 01 General Requirements. SECTION 03 4113 PRECAST HOLLOW CORE PLANKS B. Section
James Luebke, PE Structural Development Engineer WisDOT Bureau of Structures
James Luebke, PE Structural Development Engineer WisDOT Bureau of Structures 1 Highlights WisDOT s ABC Development of PBES Piers Road of Development, Implementation, and Institutionalization Lessons Learned
SECTION ARCHITECTURAL PRECAST CONCRETE
PART 1 - GENERAL 1.1 SUMMARY A. This Section includes the following: 1. Column covers. 1.2 SUBMITTALS A. Design Mixtures: For each precast concrete mixture. Include compressive strength and waterabsorption
Plate 60 ArmourMate. Joint Edge Protection INDUSTRIAL SLAB ON GROUND. Plate 60 AmourMate. Joint Edge Protection
Plate 60 AmourMate Plate 60 ArmourMate INDUSTRIAL SLAB ON GROUND Accommodates large concrete shrinkage Facilities thermal movement Prevents spalling on construction joints Extends the life-cycle of the
Plate Dowels. An Innovation Driven by Industrial Concrete Paving. Introduction
Plate Dowels An Innovation Driven by Industrial Concrete Paving Introduction Round steel dowel bars have long been the standard load transfer device for concrete pavements with thicknesses of about 8 in.
Design of structural connections for precast concrete buildings
BE2008 Encontro Nacional Betão Estrutural 2008 Guimarães 5, 6, 7 de Novembro de 2008 Design of structural connections for precast concrete buildings Björn Engström 1 ABSTRACT A proper design of structural
CHAPTER 10 MICHIGAN DESIGN MANUAL BRIDGE DESIGN (SI) SHOP DRAWING REVIEW TYPES OF SHOP DRAWINGS Structural Steel
CHAPTER 10 SHOP DRAWING REVIEW 10.01 TYPES OF SHOP DRAWINGS 10.01.01 Structural Steel 10.01.02 Prestressed Concrete 10.01.03 Bearings 10.01.04 Metal Stay - In - Place Forms () 10.01.05 Expansion Joints
Mark B. Snyder, Ph.D., P.E.
ACPA s New Dowel Alignment Specification Mark B. Snyder, Ph.D., P.E. Vice-President, ACPA Pennsylvania Chapter Presentation Sources: Robert Rodden, ACPA National Tom Yu, FHWA Dowel baskets Improper handling
PRECAST CONCRETE BRIDGE SUBSTRUCTURE COMPONENTS. Presented by: Matthew Youngblood, PE, SE Scott Noyer, PE Janssen & Spaans Engineering
PRECAST CONCRETE BRIDGE SUBSTRUCTURE COMPONENTS Presented by: Matthew Youngblood, PE, SE Scott Noyer, PE Janssen & Spaans Engineering PRECAST SUBSTRUCTURE COMPONENTS ADVANTAGES SCHEDULE INCREASES CONSTRUCTION
GUIDELINE SPECIFICATIONS
GUIDELINE SPECIFICATIONS GORDON MILLENNIUM DECORATIVE METAL COLUMN COVERS DIVISION 05 7500 or DIVISION 09 2000 Note To Specifier: Column Covers are a finished, decorative product and should be installed
How to Estimate the Cost of a. Precast Concrete Parking Structure
How to Estimate the Cost of a Precast Concrete Parking Structure 1 TABLE OF CONTENTS 1. INTRODUCTION 2. TYPES AND METHODS OF MEASUREMENT 3. SPECIFIC FACTORS THAT MAY AFFECT TAKE OFF AND PRICING 4. OVERVIEW
Precast Bridge. in only Eight Days. profile. Minimizing construction-related traffic delays and improving workzone
Precast Bridge Built in only Eight Days by Peter E. Stamnas and Mark D. Whittemore. New Hampshire Department of Transportation Minimizing construction-related traffic delays and improving workzone safety
Washington County Road Engineering Plan Submittal/Review Checklist
Washington County Road Engineering Plan Submittal/Review Checklist Washington County Land Use Case File Number: Parcel(s): Developer/Owner Name(s): Developer/Owner E-mail(s): The following elements should
INDEX OF SPECIFICATIONS SECTION F SPECIAL CONDITIONS DIVISION 1 - GENERAL REQUIREMENTS:
INDEX OF SPECIFICATIONS SECTION F SPECIAL CONDITIONS DIVISION 1 - GENERAL REQUIREMENTS: 013300 SUBMITTAL PROCEDURES 018116 CONSTRUCTION WASTE MANAGEMENT DIVISION 2 EXISTING CONDITIONS: 023000 EARTHWORK
1. Architectural precast concrete cladding units.
SECTION 034500 - PRECAST ARCHITECTURAL CONCRETE PART 1 - GENERAL 1.1 SUMMARY A. This Section includes the following: 1. Architectural precast concrete cladding units. 1.2 DEFINITION A. Design Reference
Hyper ArmourMate. Joint Edge Protection INDUSTRIAL SLAB ON GROUND
Hyper ArmourMate INDUSTRIAL SLAB ON GROUND Full system edge protection Prevents concrete spalling at construction joints High FF and FL tolerances Extends the life-cycle of the floor and the asset Provides
INSTALLATION INSTRUCTIONS
INSTALLATION INSTRUCTIONS A CSW Industrials Company FGLP with Cast-In Frames FGLP-A, FGLP-C, FGLP-D IMPORTANT The following instructions are very important. Read them carefully, and be sure you understand
LIFE CYCLE COST ANALYSIS OF PRECAST CONCRETE PAVEMENT
Slide 1 LIFE CYCLE COST ANALYSIS OF PRECAST CONCRETE PAVEMENT Shiven Sompura, Hakob Avetisyan 2017 Project Management Symposium Slide 2 Contents Introduction Advantages of Precast Concrete Pavement LCCA
Design and Construction of Highway Pavement Joint Systems
Design and Construction of Highway Pavement Joint Systems Joint Construction Considerations Eric Ferrebee Technical Services Engineer Placing Embedded Steel Embedded Steel Pre-Placed Embedded Steel Fasteners
1. CONNOLLY KEYJOINT 1. PRODUCT NAME 2. SUPPLIER 3. PRODUCT DESCRIPTION 4. KEY FEATURES 5. FIXING INSTRUCTIONS 6. SPECIFICATIONS 7.
1. CONNOLLY KEYJOINT 1. PRODUCT NAME 2. SUPPLIER 3. PRODUCT DESCRIPTION 4. KEY FEATURES 5. FIXING INSTRUCTIONS 6. SPECIFICATIONS 7. CAPPING STRIPS 8. WELDED FOOT AND PEG 2. SUPPLIER Canzac Ltd 3 Parkhouse
STATE OF OHIO DEPARTMENT OF TRANSPORTATION SUPPLEMENT 1073 PRECAST CONCRETE CERTIFICATION PROGRAM JULY 20, 2018
STATE OF OHIO DEPARTMENT OF TRANSPORTATION SUPPLEMENT 1073 PRECAST CONCRETE CERTIFICATION PROGRAM JULY 20, 2018 1073.01 Program Overview 1073.02 Qualification 1073.03 Documentation Phase 1073.04 Documentation
Lumicor CSI Specification Guide Open Format Section Solid Polymer Fabrication
Lumicor CSI Specification Guide Open Format Section 06650 Solid Polymer Fabrication I. GENERAL 1.01 DESCRIPTION A. Work described in this section: 1. Wall Partitions 2. Lighting 3. Table tops 4. Bar tops
Special Provision No. 999F29 March 2018 REQUIREMENTS FOR INSTALLATION OF METALLIC DOWELS INTO CONCRETE
DOWELS INTO CONCRETE - Item No. Special Provision No. 999F29 March 2018 REQUIREMENTS FOR INSTALLATION OF METALLIC DOWELS INTO CONCRETE 1.0 SCOPE This Special Provision covers the performance requirements
SECTION BULLET- RESISTANT DOORS
1 SECTION 08 3950 BULLET- RESISTANT DOORS PART 1- GENERAL 1.01 SUMMARY A. This Section Includes: 1. Bullet- resistant steel door and frame systems. 2. Door hardware for bullet- resistant steel door and
Innovative composite dowel for steel concrete composite bridges. Neil Westmacott, Wolfram Schwarz
Innovative composite dowel for steel concrete composite bridges Neil Westmacott, Wolfram Schwarz At a glance Cost effective alternative to prestressed bridge girders Introduction New to Australia although
SECTION MANHOLES
SECTION 33 05 13 MANHOLES PART 1 GENERAL 1.01 SECTION INCLUDES A. CONTRACTOR shall furnish and install precast concrete manhole base, sections, adjusting rings, steps, and manhole ring and cover, complete.
PART 4 STANDARD DRAWINGS FOR CONSTRUCTION
4.0. INTRODUCTION PART 4 STANDARD DRAWINGS FOR CONSTRUCTION In this document, Ivins City adopts the most recent edition (currently 2007), including all amendments, of the APWA Utah Chapter s Manual of
BPDL Architectural precast concrete specifications USA TESTING AND INSPECTION A. Testing by Independent Agency : Materials and workmanship furn
BPDL Architectural precast concrete specifications USA 01 PART 1 General 1.1 DESCRIPTION OF WORK The work includes, but is not limited to : 1. Architectural precast concrete 2. Structural design, fabrication,
UNDERGROUND UTILITY TRENCHES AND VAULTS Page 1 of 6 ADDENDUM #1
Page 1 of 6 ADDENDUM #1 PART 1 GENERAL 1.01 PRINCIPAL WORK IN THIS SECTION A. The requirements of the Owner's General Conditions, Supplementary Conditions, Special Conditions, and Division 1 - General
ABCDE. TechBrief. Best Practices for Dowel Placement Tolerances
TechBrief The Concrete Pavement Technology Program (CPTP) is an integrated, national effort to improve the long-term performance and cost-effectiveness of concrete pavements. Managed by the Federal Highway
CONSTRUCTION SPECIFICATION FOR PRECAST REINFORCED CONCRETE BOX CULVERTS AND BOX SEWERS
ONTARIO PROVINCIAL STANDARD SPECIFICATION METRIC OPSS 422 MAY 1993 CONSTRUCTION SPECIFICATION FOR PRECAST REINFORCED CONCRETE BOX CULVERTS AND BOX SEWERS 422.01 SCOPE 422.02 REFERENCES 422.03 DEFINITIONS
TECHNICAL MANUAL. OPTIMAJOINT Free Movement Joint. Free Movement Joint System for Heavy Traffic
TECHNICAL MANUAL OPTIMAJOINT Free Movement Joint Free Movement Joint System for Heavy Traffic Version: PEIKKO GROUP 12/2018 OPTIMAJOINT Free Movement Joint Free Movement Joint System for heavy traffic
INSTRUCTIONS *= RECOMMENDED += ACCEPTABLE N/A= NOT AN APPROVER INSTALLATION METHOD
Topic BASE PREPARATION Base Preparation Recommended Installation Methods pg.1 Tools/Materials Required pg.4 Site Work pg.1 Base Options pg.1-2 INTERIOR 4-5 Interior Installation General Information pg.2
FILE - DIAMOND GRIND CONCRETE STEPS
15 July, 2018 FILE - DIAMOND GRIND CONCRETE STEPS Document Filetype: PDF 296.51 KB 0 FILE - DIAMOND GRIND CONCRETE STEPS A wide variety of concrete steps options are available to. 7 Step 50-1500 Grit Diamond
GENERAL ELEVATION SECTION A-A
NORTH OR WEST Final pavement Elev. m @ roadway 12 352 out to out precast backwall panels Final pavement Elev. m @ roadway SOUTH OR EAST Pile cut-f Elev. m Pile cut-f Elev. m 3:1 3:1 Approx. existing groundline
R&T UPDATE. An Alternative to Traditional Round Dowel Bars Plate Dowel Innovations Driven by Industrial Concrete Paving
R&T UPDATE Concrete Pavement Research & Technology An Alternative to Traditional Round Dowel Bars Plate Dowel Innovations Driven by Industrial Concrete Paving #9.02 Introduction Round dowel bars have long