Concrete Quality Assurance: How Concrete is Specified and Supplied To Meet Construction Specifications

Size: px
Start display at page:

Download "Concrete Quality Assurance: How Concrete is Specified and Supplied To Meet Construction Specifications"

Transcription

1 Concrete Quality Assurance: How Concrete is Specified and Supplied To Meet Construction Specifications Prepared By: Prof. Marcia C. Belcher Construction Engineering Technology University of Akron

2 Design Criteria And Quality is Specified by ACI (American Concrete Institute) ACI is a technical and educational society with 30,000 members and 93 chapters in 30 countries. ACI has: more than 400 technical documents for the best use of concrete; conducts over 150 educational seminars each year has 13 different certification programs for concrete practitioners See

3 ACI Manual of Concrete Practice ACI standards and reports are prepared by committees The committees gather annually to revise/update the manual

4 ACI Committees Areas of: materials and properties of concrete construction practices inspection pavements and slabs structural design & analysis structural specifications special products and processes

5 A complete catalog of ACI publications is available free of charge American Concrete Institute Box 19150, Redford Station Detroit, Michigan or go to

6 Building Code Requirements for Reinforced Concrete The ACI code has no legal status unless adopted by building code governing bodies, i.e..: Uniform Building Code (UBC) Building Officials and Code Administrators (BOCA) International Building Code (IBC)***

7 Building Code Requirements for Reinforced Concrete The ACI code provides minimum requirements necessary for public safety Designer may require higher standards in project specification (see Structural Notes Handout) Lower, standards are not permitted

8 Building Code Requirements for Reinforced (Structural) Concrete Sections include: mixing and placing formwork embedded pipes, construction joints slab systems walls footings precast concrete prestressed concrete strength evaluation of existing structures seismic design provisions

9 Drawings & Specifications For quality control, ACI requires that the supplier provide results from day compressive breaks for the mix design The average strength and standard deviation must meet criteria ACI R5-3 (handout & discussion to follow) Definition: Standard deviation is the average distance from the mean of all samples.

10 Standard Deviation Of The Results A normal distribution of data means that most of the samples in a set of data are close to the "average," while relatively few samples tend to one extreme or the other. The standard deviation tells you how tightly all results are clustered around the mean. When the samples are pretty tightly bunched together and the bell-shaped curve is steep, the standard deviation is small. When the examples are spread apart and the bell curve is relatively flat.

11 Example: Specification of Concrete Handout for EMS Project: The project specification for an EMS Facility in Wadsworth requires that all concrete conform with ACI Chapter 5, Concrete Quality, Mixing and Placing. On the foundation details, the engineer has specified 3500 psi concrete. The supplier has submitted the test results from the proposed mix design as follows: (see handout)

12 Example In Handout Test (Avg of 2 Cylinders) 28-Day Compressive Strength (psi) Test (Avg of 2 Cylinders) 28-Day Compressive Strength (psi) Average: Standard Deviation: psi

13 ACI R5-3: Approval of Mix Design (Handout) If 30 consecutive tests (meaning samples from same mix & from same job) are submitted: Calculate s (503.8 psi) Calculate f c of results ( psi) Calculate the required average compressive strength for the job: ACI Greater of: f cr = f c s f cr = f c s 500 (psi)

14 ACI R5-3: Approval of Mix Design For our project, the required strength is the greater of: f cr = f c s = (503.8) = psi f cr = s 500 = (503.8) 500 = MIX DESIGN DOES NOT MEET SPECIFICATION & ACI REQUIREMENTS

15 Approval of Mix Design Often, suppliers do not have the data available for a particular mix Some basis for decision making is needed to approve or reject a mix design

16 Approval of Mix Design When sufficient data are not available, ACI table may be used as a tool to proportion an adequate mix.

17 Approval of Mix Design The required average strength for the mix can be determined from this table Proportions can then be selected to achieve the required strength. Lab trial batches tested for average compressive 28-days Several field samples of mix (if available) to prove compressive 28 days.

Pre-Construction Conference for Concrete Construction

Pre-Construction Conference for Concrete Construction Pre-Construction Conference for Concrete Construction Alabama Concrete Industries Association www.alconcrete.org Johnny Canfield, Technical Director 1 National Ready Mixed Concrete Association CLP 32 Concrete

More information

Concrete Building Code in Taiwan

Concrete Building Code in Taiwan ACECC Workshop November 4, 2006 Harmonization of Design Codes in the Asian Region Concrete Building Code in Taiwan Shyh-Jiann Hwang (National Taiwan University) Committee of Concrete Engineering Committee

More information

Statement of Special Inspection Requirements

Statement of Special Inspection Requirements Statement of Special Inspection Requirements California Building Code Chapter 17 Construction plans shall include a statement of special inspection in accordance with CBC chapter 17. The statement of special

More information

SECTION PRECAST CONCRETE COVER SYSTEM

SECTION PRECAST CONCRETE COVER SYSTEM SECTION 13500 PRECAST CONCRETE COVER SYSTEM PART 1 GENERAL 1.1 SYSTEM DESCRIPTION A. Design Criteria: 1. Precast manufacturer shall be responsible for structural design of individual precast components,

More information

STATE OF OHIO DEPARTMENT OF TRANSPORTATION SUPPLEMENT 1098 PROCEDURE FOR ESTIMATING CONCRETE STRENGTH BY THE MATURITY METHOD.

STATE OF OHIO DEPARTMENT OF TRANSPORTATION SUPPLEMENT 1098 PROCEDURE FOR ESTIMATING CONCRETE STRENGTH BY THE MATURITY METHOD. STATE OF OHIO DEPARTMENT OF TRANSPORTATION SUPPLEMENT 1098 PROCEDURE FOR ESTIMATING CONCRETE STRENGTH BY THE MATURITY METHOD April 18, 2008 1098.01 Scope 1098.02 Acceptable Applications for using the Maturity

More information

CONCRETE MIX DESIGN. Weight Method Absolute Volume Method

CONCRETE MIX DESIGN. Weight Method Absolute Volume Method CONCRETE MIX DESIGN Weight Method Absolute Volume Method Steps of the methods 1. Evaluate strength requirements. 2. Determine the water-cement ratio required. 3. Evaluate coarse aggregate requirements.

More information

***************************************************************************************************************

*************************************************************************************************************** 03365 POST-TENSIONED CONCRETE *************************************************************************************************************** SPECIFIER: CSI MasterFormat 2004 number 03 38 00. ***************************************************************************************************************

More information

3/4/2015 COLD WEATHER CONCRETE PRACTICES SUCCESSFUL COLD WEATHER CONCRETING

3/4/2015 COLD WEATHER CONCRETE PRACTICES SUCCESSFUL COLD WEATHER CONCRETING COLD WEATHER CONCRETE PRACTICES CRMCA SOUTHERN MARKETING O SUCCESSFUL COLD WEATHER CONCRETING 1 2 3 ACI DEFINITION OF COLD WEATHER Cold Weather - A period when, for more than 3 consecutive days, the following

More information

G. Shop drawing of wall with all dimensions, details, and finishes. Drawings must include post foundations.

G. Shop drawing of wall with all dimensions, details, and finishes. Drawings must include post foundations. DURA-CRETE S-SERIES PRECAST CONCRETE WALL SPECIFICATIONS PART 1 GENERAL 1.01 SECTION INCLUDES A. Concrete Screen Wall Description: Work under this item shall consist of furnishing and erecting a wall in

More information

Statement of Special Inspections Michigan Building Code 2012 (MBC 2012)

Statement of Special Inspections Michigan Building Code 2012 (MBC 2012) Gaines Charter Township 8555 Kalamazoo Ave SE Caledonia MI 49316 PH: 616 698-6640 Fax: 616 698-2490 www.gainestownship.org Building Department Statement of Special Inspections Michigan Building Code 2012

More information

STATE OF OHIO DEPARTMENT OF TRANSPORTATION SUPPLEMENT 1126 DEVELOPING AND SUBMITTING A PORTLAND CEMENT CONCRETE MIX DESIGN FOR ACCEPTANCE

STATE OF OHIO DEPARTMENT OF TRANSPORTATION SUPPLEMENT 1126 DEVELOPING AND SUBMITTING A PORTLAND CEMENT CONCRETE MIX DESIGN FOR ACCEPTANCE STATE OF OHIO DEPARTMENT OF TRANSPORTATION SUPPLEMENT 1126 DEVELOPING AND SUBMITTING A PORTLAND CEMENT CONCRETE MIX DESIGN FOR ACCEPTANCE October 17, 2014 1126.01 Scope 1126.02 Mix Design Submittals for

More information

SPECIAL INSPECTION AND OBSERVATION PROGRAM City of Walnut Creek Building Division. Project Address:

SPECIAL INSPECTION AND OBSERVATION PROGRAM City of Walnut Creek Building Division. Project Address: SPECIAL INSPECTION AND OBSERVATION PROGRAM City of Walnut Creek Building Division Permit Application #: Project Address: Purpose: To meet the requirements of City of Walnut Creek Municipal Code Section

More information

1. Cast-in-place concrete is specified in Section

1. Cast-in-place concrete is specified in Section SECTION 03 38 00 PART 1 - GENERAL 1.01 DESCRIPTION A. This Section describes the requirements for furnishing and installing post-tensioned slabs, jacks, jacking and anchors at Parking Structure, and record

More information

Maturity and Maturity Testing

Maturity and Maturity Testing Maturity and Maturity Testing 4 May 2009 PTI Technical Conference Presented by: Matt Pittman The Transtec Group, Inc. Copyright Post-Tensioning Institute all rights reserved. Page 1 of 45 Session Overview

More information

ROAD COMMISSION FOR OAKLAND COUNTY SPECIAL PROVISION FOR QUALITY CONTROL AND ACCEPTANCE OF PORTLAND CEMENT CONCRETE

ROAD COMMISSION FOR OAKLAND COUNTY SPECIAL PROVISION FOR QUALITY CONTROL AND ACCEPTANCE OF PORTLAND CEMENT CONCRETE ROAD COMMISSION FOR OAKLAND COUNTY SPECIAL PROVISION FOR QUALITY CONTROL AND ACCEPTANCE OF PORTLAND CEMENT CONCRETE RCOC/CONST:SH/JO PAGE 1 OF 9 a. Description. This special provision establishes Portland

More information

Structural Design Guide to the

Structural Design Guide to the Structural Design Guide to the Building Code Structural Design Guide to the Building: Code Edward S. Hoffman President Edward S. Hoffman, Ltd., Chicago, IL David P. Gustafson Vice President of Engineering

More information

ACCEPTANCE CRITERIA FOR THREADED HIGH-STRENGTH STEEL BARS FOR CONCRETE REINFORCEMENT PREFACE

ACCEPTANCE CRITERIA FOR THREADED HIGH-STRENGTH STEEL BARS FOR CONCRETE REINFORCEMENT PREFACE www.icc-es.org (800) 423-6587 (562) 699-0543 A Subsidiary of the International Code Council ACCEPTANCE CRITERIA FOR THREADED HIGH-STRENGTH STEEL BARS FOR CONCRETE REINFORCEMENT AC237 Approved June 2009

More information

CSU GUIDELINES. April 27, 2018 FOR POST-TENSIONED CONCRETE STRUCTURES.

CSU GUIDELINES. April 27, 2018 FOR POST-TENSIONED CONCRETE STRUCTURES. CSU GUIDELINES FOR POST-TENSIONED CONCRETE STRUCTURES April 27, 2018 http://www.calstate.edu/cpdc/ae California State University Seismic Review Board Technical Guidelines January 9, 2018 The CSU Seismic

More information

Project Address: Name of Person Completing Form:

Project Address: Name of Person Completing Form: Statement of Inspections This form is provided as a way to list aspects of the project that require special inspection and testing in accordance with IBC Sections 107.1, 1704, and 1705 and define duties

More information

SECTION CONCRETE FORMWORK

SECTION CONCRETE FORMWORK SECTION 03100 CONCRETE FORMWORK PART 1 GENERAL 1.1 REFERENCES A. The following is a list of standards which may be referenced in this section: 1. American Concrete Institute (ACI): a. 117, Standard Specifications

More information

Prescriptive Engineering Helix TM Above Grade Tables

Prescriptive Engineering Helix TM Above Grade Tables Prescriptive Engineering Helix TM Above Grade Tables TECHNICAL BULLETIN. ENGINEERING DESIGN 1.05.05 Fox Blocks in collaboration with Helix Steel has developed alternative prescriptive reinforcement tables

More information

Mechanical Engineer of Record: (Smoke Control Systems Only) Name & License Company. Others: Responsible Party Name & License Company

Mechanical Engineer of Record: (Smoke Control Systems Only) Name & License Company. Others: Responsible Party Name & License Company PRINCE WILLIAM COUNTY Department Development Services Building Development Division STATEMENT OF SPECIAL INSPECTIONS (Building/Other Structures other than Retaining Walls) Version 2015-12-31 Building Permit

More information

WACEL STUDY GUIDE. Reinforced Concrete Special Inspector (Concrete II)

WACEL STUDY GUIDE. Reinforced Concrete Special Inspector (Concrete II) WACEL STUDY GUIDE Reinforced Concrete Special Inspector (Concrete II) June 2017 Concrete II Study Guide Examination: The Concrete II examination is based on the references cited in this document. It is

More information

DESIGN STANDARDS WASHINGTON UNIVERSITY SCHOOL OF MEDICINE

DESIGN STANDARDS WASHINGTON UNIVERSITY SCHOOL OF MEDICINE SECTION 01 43 29 (00041) SPECIAL INSPECTIONS PART 1 GUIDELINES As defined by the IBC 2003, Section 1704, Special Inspections of materials, installation, fabrication, erection of components and connections

More information

SPECIFICATION FOR ROAD SAFETY HARDWARE SYSTEMS APPENDIX D: SLIP FORMED CONCRETE BARRIERS

SPECIFICATION FOR ROAD SAFETY HARDWARE SYSTEMS APPENDIX D: SLIP FORMED CONCRETE BARRIERS SPECIFICATION FOR ROAD SAFETY HARDWARE SYSTEMS APPENDIX D: SLIP FORMED CONCRETE BARRIERS 1 GENERAL All slip formed concrete barrier shall be formed using the F-shape profile detailed in Specification M23

More information

Low 28 Day Compression Strength NOW WHAT?

Low 28 Day Compression Strength NOW WHAT? 28 Day Concrete Strength - Proactive vs. Reactive PRESENTED TO: MN CONCRETE FORUM JOH N H AU PT - N OVEMBER 8, 2 0 1 7 Low 28 Day Compression Strength NOW WHAT? Preparing for the Concrete Placement Preconstruction

More information

Chapter 2 Notation and Terminology

Chapter 2 Notation and Terminology Reorganized 318 Chapter Titles Chapter 1 General 1.1 Scope 1.2 Purpose 1.3 Interpretation 1.4 Drawings and Specifications 1.5 Testing and Inspection 1.6 Administatration and Enforcement 1.6.1 Retention

More information

Prestressed Concrete

Prestressed Concrete N. Rajagopalan Prestressed Concrete Alpha Science International Ltd. Pangbourne England Contents Foreword Preface Acknowledgements Notations v vii xi xiii 1. Introduction 1 1.1 Development of Prestressed

More information

Statement. Special Inspection

Statement. Special Inspection Statement of Special Inspection Special Inspection Approval Project Name: Location: Owner: Owner s address: Architect of Record: Structural Engineer of Record: The Statement of Special Inspections printed

More information

EVALUATION SUBJECT: UPONOR/WIRSBO hepex TUBING, UPONOR AQUAPEX TUBING AND FITTINGS

EVALUATION SUBJECT: UPONOR/WIRSBO hepex TUBING, UPONOR AQUAPEX TUBING AND FITTINGS ICC-ES Report PMG-1012 Reissued 08/2017 This report is subject to renewal 08/2018 EVALUATION SUBJECT: UPONOR/WIRSBO hepex TUBING, UPONOR AQUAPEX TUBING AND FITTINGS DIVISION: 23 00 00 HEATING, VENTILATING

More information

ENGINEERING MATERIALS Assignment #8: Concrete Mix Design

ENGINEERING MATERIALS Assignment #8: Concrete Mix Design 14.310 ENGINEERING MATERIALS Assignment #8: Concrete Mix Design PROBLEM #1: GIVEN: Concrete is required for a pavement slab that will be exposed to severe freeze-thaw climate as well as deicing chemicals.

More information

CIVIL BREADTH Exam Specifications

CIVIL BREADTH Exam Specifications NCEES Principles and Practice of Engineering Examination CIVIL BREADTH and STRUCTURAL DEPTH Exam Specifications Effective Beginning with the April 2015 Examinations The civil exam is a breadth and depth

More information

Legacy report on the 1997 Uniform Building Code, the 2000 International Building Code and the 2000 International Residential Code.

Legacy report on the 1997 Uniform Building Code, the 2000 International Building Code and the 2000 International Residential Code. LEGACY REPORT ER-2895 Reissued March 1, 2004 www.icc-es.org Business/Regional Office 5360 Workman Mill Road, Whittier, California 90601 (562) 699-0543 Regional Office 900 Montclair Road, Suite A, Birmingham,

More information

ITEM 460 REINFORCED CONCRETE PIPE Description. This Item shall govern for the furnishing of reinforced concrete pipe.

ITEM 460 REINFORCED CONCRETE PIPE Description. This Item shall govern for the furnishing of reinforced concrete pipe. AFTER MARCH 1, 2012 ITEM 460 REINFORCED CONCRETE PIPE 460.1 Description. This Item shall govern for the furnishing of reinforced concrete pipe. 460.2 Materials. A. Except as modified herein, materials,

More information

MATERIAL SPECIFICATION FOR PRECAST REINFORCED CONCRETE BOX CULVERTS

MATERIAL SPECIFICATION FOR PRECAST REINFORCED CONCRETE BOX CULVERTS ONTARIO PROVINCIAL STANDARD SPECIFICATION METRIC OPSS 1821 NOVEMBER 2015 MATERIAL SPECIFICATION FOR PRECAST REINFORCED CONCRETE BOX CULVERTS TABLE OF CONTENTS 1821.01 SCOPE 1821.02 REFERENCES 1821.03 DEFINITIONS

More information

ACI MANUAL OF CONCRETE PRACTICE-2009

ACI MANUAL OF CONCRETE PRACTICE-2009 ACI MANUAL OF CONCRETE PRACTICE-2009 The ACI Manual of Concrete Practice is a six-part compilation of current ACI standards and committee reports. -ACI117-06 to ACI224.3R-95(08) Part 2-ACI 225-99(05) to

More information

DMS REINFORCED CONCRETE PIPE FABRICATION AND PLANT QUALIFICATION

DMS REINFORCED CONCRETE PIPE FABRICATION AND PLANT QUALIFICATION DMS - 7310 PLANT QUALIFICATION EFFECTIVE DATES: JUNE 2009 MARCH 2012. 7310.1. Description. This specification will govern for the fabrication of reinforced concrete (RC) pipe and for the qualification

More information

Introductory Chapter

Introductory Chapter Introductory Chapter Asian Concrete Model Code 2014, Introductory Chapter TABLE OF CONTENTS DEFINITIONS...3 1 INTRODUCTION... 8 1.1 SCOPE... 8 1.2 DOCUMENT ORGANISATION... 8 1.3 GENERAL PRINCIPLES... 8

More information

for Precast Elements November 3, 2010

for Precast Elements November 3, 2010 Self-Consolidating Concrete for Precast Elements November 3, 2010 Agenda Review of Self-Consolidating Concrete Overview of Caltrans Self- Consolidating Concrete Testing Requirements Current/Proposed Changes

More information

Originally Issued: 02/02/2009 Revised: 11/09/2017 Valid Through:02/28/2019

Originally Issued: 02/02/2009 Revised: 11/09/2017 Valid Through:02/28/2019 EVALUATION SUBJECT: LENTON Mechanical Splice System for Steel Reinforcing Bars In Concrete REPORT HOLDER: ERICO International Corporation 34600 Solon Road Solon, Ohio 44139 800 248-2677 www.erico.com mugalde@erico.com

More information

Saudi building code for concrete structures part one: evolution of the code

Saudi building code for concrete structures part one: evolution of the code Saudi building code for concrete structures part one: evolution of the code Authors SH Alsayed, YA Al-Salloum, AI Al-Negheimish, AB Shuraim Publication date 2007 Conference Proceeding of the seventh Saudi

More information

SECTION US Patent 8,857,130 B1 CAST-IN-PLACE CONCRETE WITH ARDEX CONCRETE MANAGEMENT SYSTEMS (ACMS ) EARLY MC APPLICATION

SECTION US Patent 8,857,130 B1 CAST-IN-PLACE CONCRETE WITH ARDEX CONCRETE MANAGEMENT SYSTEMS (ACMS ) EARLY MC APPLICATION ARDEX GUIDE SPECIFICATION ARDEX CONCRETE MANAGEMENT SYSTEMS (ACMS ) Cast-In-Place Concrete to Receive the ARDEX Concrete Management Systems including ARDEX Self-Leveling Underlayments SECTION 03 30 00

More information

Structural Comparison between Pan Joist Concrete and Steel Frame Systems for UMCP Student Housing Building B

Structural Comparison between Pan Joist Concrete and Steel Frame Systems for UMCP Student Housing Building B Structural Comparison between Pan Joist Concrete and Steel Frame Systems for UMCP Student Housing Executive Summary The proposed thesis will include an investigation of two different alternative structural

More information

ACCEPTANCE CRITERIA FOR FASTENERS POWER-DRIVEN INTO CONCRETE, STEEL AND MASONRY ELEMENTS PREFACE

ACCEPTANCE CRITERIA FOR FASTENERS POWER-DRIVEN INTO CONCRETE, STEEL AND MASONRY ELEMENTS PREFACE ICC EVALUATION SERVICE, INC. Evaluate P Inform P Protect ACCEPTANCE CRITERIA FOR FASTENERS POWER-DRIVEN INTO CONCRETE, STEEL AND MASONRY ELEMENTS AC70 Approved October 2006 Effective January 1, 2007 Previously

More information

SECTION RIGID PAVEMENT

SECTION RIGID PAVEMENT SECTION 02750 PART 1 GENERAL RIGID PAVEMENT 1.1 SUMMARY A. Section Includes: 1. Concrete sidewalks. 2. Concrete stair steps. 3. Concrete integral curbs gutters. 4. Concrete parking areas and roads. B.

More information

Simplified Building Schematic for Typical Floor (Levels 9 through 22):

Simplified Building Schematic for Typical Floor (Levels 9 through 22): Introduction to Structural System Simplified Building Schematic for Typical Floor (Levels 9 through 22): Key: - Tower Columns - Tower Shear Walls - Parking Garage Columns - Parking Garage Shear Walls Solid

More information

SECTION CONCRETE CURBS, GUTTERS AND SIDEWALKS

SECTION CONCRETE CURBS, GUTTERS AND SIDEWALKS SECTION 32 16 13 CONCRETE CURBS, GUTTERS AND SIDEWALKS PART 1 GENERAL 1.1 DESCRIPTION A. Scope: 1. CONTRACTOR shall provide all labor, materials, equipment, and incidentals as shown, specified, and required

More information

DIVISION: CONCRETE SECTION: CONCRETE ACCESSORIES SECTION: REINFORCING STEEL REPORT HOLDER: SRL INDUSTRIES LTD.

DIVISION: CONCRETE SECTION: CONCRETE ACCESSORIES SECTION: REINFORCING STEEL REPORT HOLDER: SRL INDUSTRIES LTD. 0 Most Widely Accepted and Trusted ICC-ES Evaluation Report ICC-ES 000 (800) 42-6587 (562) 699-054 www.icc-es.org ESR-298 Reissued 0/2018 This report is subject to renewal 0/2019. DIVISION: 0 00 00 CONCRETE

More information

SAMPLE SPECIFICATION for HIGH DENSITY POLYETHYLENE PIPING LEACHATE COLLECTION SYSTEMS

SAMPLE SPECIFICATION for HIGH DENSITY POLYETHYLENE PIPING LEACHATE COLLECTION SYSTEMS ISCO INDUSTRIES, LLC SAMPLE SPECIFICATION for HIGH DENSITY POLYETHYLENE PIPING LEACHATE COLLECTION SYSTEMS 1. GENERAL This specification shall govern the materials and installation of high density polyethylene

More information

MATERIAL SPECIFICATION FOR PRECAST REINFORCED CONCRETE BOX CULVERTS AND BOX SEWERS

MATERIAL SPECIFICATION FOR PRECAST REINFORCED CONCRETE BOX CULVERTS AND BOX SEWERS ONTARIO PROVINCIAL STANDARD SPECIFICATION METRIC OPSS 1821 APRIL 2004 MATERIAL SPECIFICATION FOR PRECAST REINFORCED CONCRETE BOX CULVERTS AND BOX SEWERS TABLE OF CONTENTS 1821.01 SCOPE 1821.02 REFERENCES

More information

SPECIAL INSPECTION AGREEMENT

SPECIAL INSPECTION AGREEMENT PART 1 STATEMENT OF SPECIAL INSPECTIONS When special inspection is required to be performed in accordance with International Building Code Chapter 17, a building permit cannot be issued until a statement

More information

WYOMING DEPARTMENT OF TRANSPORTATION. SUPPLEMENTARY SPECIFICATION FOR STRUCTURAL CONCRETE WITH QUALITY CONTROL and QUALITY ACCEPTANCE

WYOMING DEPARTMENT OF TRANSPORTATION. SUPPLEMENTARY SPECIFICATION FOR STRUCTURAL CONCRETE WITH QUALITY CONTROL and QUALITY ACCEPTANCE WYOMING DEPARTMENT OF TRANSPORTATION SUPPLEMENTARY SPECIFICATION FOR STRUCTURAL CONCRETE WITH QUALITY CONTROL and QUALITY ACCEPTANCE SS-500G Page 1 of 18 This supplementary specification supplements, amends,

More information

INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS UNIFORM EVALUATION SERVICES EVALUATION CRITERIA FOR

INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS UNIFORM EVALUATION SERVICES EVALUATION CRITERIA FOR INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS UNIFORM EVALUATION SERVICES EVALUATION CRITERIA FOR Self-Tapping, Self-Drilling Standoff Screws EC 023-2015 (Adopted June 2015) 1.0 INTRODUCTION

More information

SECTION CONCRETE. B. ACI 318 Building Code Requirements for Structural Concrete and Commentary

SECTION CONCRETE. B. ACI 318 Building Code Requirements for Structural Concrete and Commentary SECTION 03300 CONCRETE PART 1 GENERAL 1.01 SCOPE OF WORK Concrete foundation walls, sanitary structures, pipe encasements, thrust blocking and slabs on grade. 1.02 REFERENCES A. ACI 301 Specification for

More information

PROJECT: TULSA COMMUNITY COLLEGE BOOKSTORE RENOVATION PROJECT NUMBER: ISSUE: CONSULTANT: SEAL: SHEET NUMBER: GENERAL NOTES

PROJECT: TULSA COMMUNITY COLLEGE BOOKSTORE RENOVATION PROJECT NUMBER: ISSUE: CONSULTANT: SEAL: SHEET NUMBER: GENERAL NOTES GENERAL NOTES TYPICAL DETAILS REQUIRED VERIFICATION & INSPECTION OF CONCRETE CONSTRUCTION VERIFICATION AND INSPECTION 1. Inspection of reinforcing steel, including prestressing tendons and placement. 2.

More information

North Shore at Canton Baltimore, MD Beau Menard Technical Report 1

North Shore at Canton Baltimore, MD Beau Menard Technical Report 1 North Shore at Canton Baltimore, MD Beau Menard Technical Report 1 Structural Schneider 10/05/05 Structural Concepts Executive Summary North Shore at Canton is a 4 story town home and parking garage structure

More information

STATE OF OHIO DEPARTMENT OF TRANSPORTATION SUPPLEMENTAL SPECIFICATION 888 PORTLAND CEMENT CONCRETE PAVEMENT USING QC/QA.

STATE OF OHIO DEPARTMENT OF TRANSPORTATION SUPPLEMENTAL SPECIFICATION 888 PORTLAND CEMENT CONCRETE PAVEMENT USING QC/QA. STATE OF OHIO DEPARTMENT OF TRANSPORTATION SUPPLEMENTAL SPECIFICATION 888 PORTLAND CEMENT CONCRETE PAVEMENT USING QC/QA April 15, 2011 888.01 General 888.02 Materials 888.03 Concrete Proportioning 888.04

More information

Structural Tests and Special Inspections Form. Inspection of Fabricators (1704.2)

Structural Tests and Special Inspections Form. Inspection of Fabricators (1704.2) Inspection of Fabricators (1704.2) Furnish inspection reports (1704.2.1) - Fabricators that have not been approved Provide a Certificate of Compliance (1704.2.2) - Approved Fabricators Steel Construction

More information

DIVISION: CONCRETE SECTION: CONCRETE ACCESSORIES SECTION: REINFORCING STEEL REPORT HOLDER: PJ S REBAR INC.

DIVISION: CONCRETE SECTION: CONCRETE ACCESSORIES SECTION: REINFORCING STEEL REPORT HOLDER: PJ S REBAR INC. 0 Most Widely Accepted and Trusted ICC ES Evaluation Report ICC ES 000 (800) 42 687 (62) 699 04 www.icc es.org ESR 82 Reissued 0/207 This report is subject to renewal 0/209. DIVISION: 0 00 00 CONCRETE

More information

DIVISION: CONCRETE SECTION: REINFORCING STEEL REPORT HOLDER: SPLICE SLEEVE JAPAN, LTD.

DIVISION: CONCRETE SECTION: REINFORCING STEEL REPORT HOLDER: SPLICE SLEEVE JAPAN, LTD. 0 Most Widely Accepted and Trusted ICC ES Evaluation Report ICC ES 000 (800) 423 6587 (562) 699 0543 www.icc es.org ESR 3141 Reissued 11/2017 This report is subject to renewal 11/2018. DIVISION: 03 00

More information

CHAPTER 13 - MECHANICALLY STABILIZED EARTH WALLS AND PATENTED EARTH RETAINING SYSTEMS

CHAPTER 13 - MECHANICALLY STABILIZED EARTH WALLS AND PATENTED EARTH RETAINING SYSTEMS CHAPTER 13 - MECHANICALLY STABILIZED EARTH WALLS AND PATENTED EARTH RETAINING SYSTEMS DS Temple 13.1 SCOPE This section covers the inspection of mechanically stabilized earth walls and other patented earth

More information

SCOPE OF ACCREDITATION TO ISO/IEC 17020:2012. MUNICIPAL TESTING LABORATORY, INC. 375 Rabro Drive Hauppauge, NY Michael Jaycox

SCOPE OF ACCREDITATION TO ISO/IEC 17020:2012. MUNICIPAL TESTING LABORATORY, INC. 375 Rabro Drive Hauppauge, NY Michael Jaycox SCOPE OF ACCREDITATION TO ISO/IEC 17020:2012 MUNICIPAL TESTING LABORATORY, INC. 375 Rabro Drive Hauppauge, NY 11788 Michael Jaycox 631-761-5555 INSPECTION BODY Valid To: July 31, 2019 Certificate Number:

More information

Atkinson Engineering, Inc.

Atkinson Engineering, Inc. Atkinson Engineering, Inc. Atkinson Engineering, Inc. One of the problems in underpinning a typical post-tensioned foundation is support for the slab part that spans between the stiffening beams. An example

More information

LADOTD Concrete Specifications A Glimpse into the Near Future. Zach Collier, E.I. Concrete Research Engineer

LADOTD Concrete Specifications A Glimpse into the Near Future. Zach Collier, E.I. Concrete Research Engineer LADOTD Concrete Specifications A Glimpse into the Near Future Zach Collier, E.I. Concrete Research Engineer Outline What this presentation is An overview of new specifications Major step forward What it

More information

Structural Technical Report 1 Structural Concepts/ Structural Existing Conditions Report

Structural Technical Report 1 Structural Concepts/ Structural Existing Conditions Report Kelly M. Sadusky The Food Science Building Oct. 6, 2004 Professor Parfitt University Park, PA Structural Option Executive Summery: Structural Technical Report 1 Structural Concepts/ Structural Existing

More information

ICBO Evaluation Service, Inc Workman Mill Road, Whittier, California

ICBO Evaluation Service, Inc Workman Mill Road, Whittier, California Reissued June 1, 2002 ICBO Evaluation Service, Inc. 5360 Workman Mill Road, Whittier, California 90601 www.icboes.org Filing Category: DESIGN Concrete DURISOL WALL FORMS FOR CONCRETE CONSTRUCTION DURISOL

More information

Temecula Medical Center Temecula, CA

Temecula Medical Center Temecula, CA Temecula Medical Center Temecula, CA Technical Assignment #2 Sean F. Beville The Pennsylvania State University Architectural Engineering Structural Option Senior Thesis Project Student Advisor: Thomas

More information

1.8M PEDESTAL MOUNT REVISION B. February 15, 1994 ASSEMBLY INSTRUCTIONS

1.8M PEDESTAL MOUNT REVISION B. February 15, 1994 ASSEMBLY INSTRUCTIONS REVISION B February 5, 994 ASSEMBLY INSTRUCTIONS.8M PEDESTAL MOUNT 500 Prodelin Drive Newton NC 28658 USA 828-464-44 .8M PEDESTAL MOUNT B Revised Address /0/02 A ADDED 4" OD MAST. 02/5/94 RF - ORIGINAL

More information

Reinforced Concrete Column Design

Reinforced Concrete Column Design Reinforced Concrete Column Design Compressive Strength of Concrete f cr is the average cylinder strength f c compressive strength for design f c ~2500 psi - 18,000 psi, typically 3000-6000 psi E c estimated

More information

Proposal. Revised The Residences Anne Arundel County, Maryland. 1/14/2011 Faculty Advisor - Dr. Richard A. Behr Ryan English - Structural Option

Proposal. Revised The Residences Anne Arundel County, Maryland. 1/14/2011 Faculty Advisor - Dr. Richard A. Behr Ryan English - Structural Option Proposal Revised The Residences Anne Arundel County, Maryland 1/14/2011 Faculty Advisor - Ryan English - Structural Option Table of Contents Executive Summary... 3 Introduction... 4 Structural System...

More information

DIVISION II CONSTRUCTION AND MATERIAL SPECIFICATIONS SECTION 2700 STRUCTURES

DIVISION II CONSTRUCTION AND MATERIAL SPECIFICATIONS SECTION 2700 STRUCTURES DIVISION II CONSTRUCTION AND MATERIAL SPECIFICATIONS SECTION 2700 STRUCTURES APPROVED AND ADOPTED THIS 23RD DAY OF MAY 2001 KANSAS CITY METROPOLITAN CHAPTER OF THE AMERICAN PUBLIC WORKS ASSOCIATION 2701

More information

DIVISION: CONCRETE SECTION: CONCRETE ACCESSORIES SECTION: REINFORCING STEEL REPORT HOLDER: PEIKKO GROUP, INC.

DIVISION: CONCRETE SECTION: CONCRETE ACCESSORIES SECTION: REINFORCING STEEL REPORT HOLDER: PEIKKO GROUP, INC. 0 Most Widely Accepted and Trusted ICC ES Evaluation Report ICC ES 000 (800) 423 6587 (562) 699 0543 www.icc es.org ESR 3902 Reissued 04/2017 This report is subject to renewal 04/2019. SECTION: 03 15 00

More information

Statement of Special Inspections

Statement of Special Inspections Statement of Special Inspections Project: Location: Owner: Design Professional in Responsible Charge: This Statement of Special Inspections is submitted as a condition for permit issuance in accordance

More information

HARVEY MUDD COLLEGE TEACHING AND LEARNING CENTER SECTION Page 1 of 6 VOIDED CONCRETE SLAB

HARVEY MUDD COLLEGE TEACHING AND LEARNING CENTER SECTION Page 1 of 6 VOIDED CONCRETE SLAB 030111 Page 1 of 6 PART 1 - GENERAL 1.1 SUMMARY A. This Section specifies: 1. Voided concrete floor and roof slab system consisting of structural reinforced concrete containing hollow (bubbles) spherical

More information

SPECIAL SPECIFICATION 4491 Type CAC Concrete

SPECIAL SPECIFICATION 4491 Type CAC Concrete 2004 Specifications SPECIAL SPECIFICATION 4491 Type CAC Concrete 1. Description. Remove unsound concrete and replace with Type CAC, calcium aluminate concrete for ultra high early strength concrete repairs.

More information

SPECIAL INSPECTION PROGRAM GUIDE

SPECIAL INSPECTION PROGRAM GUIDE CHARTER TOWNSHIP OF WEST BLOOMFIELD BUILDING DEPARTMENT SPECIAL INSPECTION PROGRAM GUIDE 9/5/08 TABLE OF CONTENTS Page No. INTRODUCTION 1 GENERAL GUIDELINES FOR THE SPECIAL INSPECTION PROGRAM.. 2 Purpose

More information

QUALITY CONTROL PROGRAM FOR PRECAST CONCRETE PRODUCTS SECTION 1902 QUALITY CONTROL PROGRAM FOR PRECAST CONCRETE PRODUCTS

QUALITY CONTROL PROGRAM FOR PRECAST CONCRETE PRODUCTS SECTION 1902 QUALITY CONTROL PROGRAM FOR PRECAST CONCRETE PRODUCTS SECTION 1902 QUALITY CONTROL PROGRAM FOR PRECAST CONCRETE PRODUCTS 1902.1 DESCRIPTION This specification covers precast concrete pipe, end sections, inlets, manholes, boxes, and related concrete accessories.

More information

Code Requirements for Nuclear Safety-Related Concrete Structures (ACI ) and Commentary An ACI Standard

Code Requirements for Nuclear Safety-Related Concrete Structures (ACI ) and Commentary An ACI Standard ACI 349-06 Code Requirements for Nuclear Safety-Related Concrete Structures (ACI 349-06) and Commentary An ACI Standard Reported by ACI Committee 349 Ronald J. Janowiak Chair Hansraj G. Ashar Partha S.

More information

Commonwealth of Pennsylvania PA Test Method No. 606 Department of Transportation March 2016 Page 1. Laboratory Testing Section. Method of Test for

Commonwealth of Pennsylvania PA Test Method No. 606 Department of Transportation March 2016 Page 1. Laboratory Testing Section. Method of Test for Page 1 Laboratory Testing Section Method of Test for 1. Scope OBTAINING AND TESTING DRILLED CORES OF CONCRETE 1.1 This method covers the procedures for obtaining, preparing, and testing cores drilled from

More information

UNIFIED FACILITIES GUIDE SPECIFICATIONS

UNIFIED FACILITIES GUIDE SPECIFICATIONS USACE / NAVFAC / AFCEC / NASA UFGS-03 11 13.00 10 (May 2014) --------------------------------- Preparing Activity: USACE Superseding UFGS-03 11 13.00 10 (August 2010) UNIFIED FACILITIES GUIDE SPECIFICATIONS

More information

DIVISION: CONCRETE SECTION: CONCRETE ACCESSORIES DIVISION: CONCRETE SECTION: REINFORCING STEEL REPORT HOLDER:

DIVISION: CONCRETE SECTION: CONCRETE ACCESSORIES DIVISION: CONCRETE SECTION: REINFORCING STEEL REPORT HOLDER: 0 Most Widely Accepted and Trusted ICC-ES Evaluation Report ICC-ES 000 (800) 423-6587 (562) 699-0543 www.icc-es.org ESR-3902 Reissued 04/2017 This report is subject to renewal 04/2019. SECTION: 03 15 00

More information

Erie on the Park. Timothy Moore Penn State University Architectural Engineering Structural Emphasis Advisor: Prof. Ali Memari

Erie on the Park. Timothy Moore Penn State University Architectural Engineering Structural Emphasis Advisor: Prof. Ali Memari Timothy Moore Penn State University Architectural Engineering Structural Emphasis Advisor: Prof. Ali Memari Thesis Presentation - Spring 2006 Contents Introduction Building Professionals Existing Structure

More information

STATEMENT OF SPECIAL INSPECTIONS - MBC-200 City of Bloomfield Hills Building Department

STATEMENT OF SPECIAL INSPECTIONS - MBC-200 City of Bloomfield Hills Building Department 1 2 STATEMENT OF SPECIAL INSPECTIONS - MBC-200 City of Bloomfield Hills Building Department 3 4 5 6 7 PROJECT INFORMATION: Project Name: Owner Name: Architect/Engineer Name: FORM PREPARED BY: Project Address:

More information

SECTION 7 SEPARATION OF WATER MAINS AND SANITARY SEWERS

SECTION 7 SEPARATION OF WATER MAINS AND SANITARY SEWERS SECTION 7 SEPARATION OF WATER MAINS AND SANITARY SEWERS To prevent the contamination of the public water supplies from nearby sanitary sewers, the following State Water Resources Control Board Division

More information

STATEMENT OF SPECIAL INSPECTIONS - MBC-2012

STATEMENT OF SPECIAL INSPECTIONS - MBC-2012 1 2 STATEMENT OF SPECIAL INSPECTIONS - MBC-2012 CHARTER TOWNSHIP OF WEST BLOOMFIELD BUILDING DEPARTMENT 3 4 5 6 7 8 9 10 11 12 13 PROJECT INFORMATION: Project Name: Owner Name: Architect/Engineer Name:

More information

STATEMENT OF SPECIAL INSPECTION FORM

STATEMENT OF SPECIAL INSPECTION FORM Project Title: Permit #: Project Address: STATEMENT OF SPECIAL INSPECTION FORM This Statement of Special Inspections is submitted in fulfillment of the requirements of CBC Sections 1704 and 1705. Special

More information

TECHNICAL REPORT III LATERAL STRUCTURAL SYSTEM ANALYSIS

TECHNICAL REPORT III LATERAL STRUCTURAL SYSTEM ANALYSIS TECHNICAL REPORT III LATERAL STRUCTURAL SYSTEM ANALYSIS Chris Vanaskie Structural Peninsula Regional Medical Center Salisbury, MD January 10, 2009 TABLE OF CONTENTS Executive Summary... 3 Introduction...

More information

MANUFACTURER S SPECIFICATIONS Section LIME CONCRETE. A. This section describes the requirements for floors and slabs on grade.

MANUFACTURER S SPECIFICATIONS Section LIME CONCRETE. A. This section describes the requirements for floors and slabs on grade. MANUFACTURER S SPECIFICATIONS Section 03330 LIME CONCRETE ST. ASTIER NATURAL HYDRAULIC LIME CONCRETE PART 1 GENERAL 1.01 General A. This section describes the requirements for floors and slabs on grade.

More information

VARIOUS TYPES OF SLABS

VARIOUS TYPES OF SLABS VARIOUS TYPES OF SLABS 1 CHOICE OF TYPE OF SLAB FLOOR The choice of type of slab for a particular floor depends on many factors. Economy of construction is obviously an important consideration, but this

More information

Trump Taj Mahal Hotel

Trump Taj Mahal Hotel Trump Taj Mahal Hotel Atlantic City, New Jersey Thesis Proposal Prepared By: Stephen Reichwein, Structural Option Faculty Advisor: Dr. Andres Lepage The Pennsylvania State University Department of Architectural

More information

Originally Issued: 08/22/2014 Revised 03/10/2017 Valid Through: 08/31/2017

Originally Issued: 08/22/2014 Revised 03/10/2017 Valid Through: 08/31/2017 EVALUATION SUBJECT: DBDI REINFORCING BAR MECHANICAL SPLICE SYSTEM FOR STEEL REINFORCING BARS IN CONCRETE REPORT HOLDER: Dayton Superior Corporation 1125 Byers Road Miamisburg, OH 45342 (800) 745-3700 www.daytonsuperior.com

More information

MATERIAL SPECIFICATION FOR CONCRETE - MATERIALS AND PRODUCTION

MATERIAL SPECIFICATION FOR CONCRETE - MATERIALS AND PRODUCTION ONTARIO PROVINCIAL STANDARD SPECIFICATION METRIC OPSS.PROV 1350 APRIL 2010 MATERIAL SPECIFICATION FOR CONCRETE - MATERIALS AND PRODUCTION TABLE OF CONTENTS 1350.01 SCOPE 1350.02 REFERENCES 1350.03 DEFINITIONS

More information

SECTION CAST-IN-PLACE CONCRETE FOR UTILITIES

SECTION CAST-IN-PLACE CONCRETE FOR UTILITIES FOR UTILITIES PART 1 - GENERAL 1.1 SECTION INCLUDES A. Cast-in-place concrete for tunnel walls and slabs; steam manholes, chases, precast items and other miscellaneous structures; control, expansion and

More information

STANDARD SPECIFICATION FOR CRIBLOCK CONCRETE CRIBWALL

STANDARD SPECIFICATION FOR CRIBLOCK CONCRETE CRIBWALL STANDARD SPECIFICATION FOR CRIBLOCK CONCRETE CRIBWALL 1. SCOPE 2. DESIGN 3. MATERIALS 4. CONSTRUCTION 5. METHOD OF MEASUREMENT AND PAYMENT SCOPE This Specification sets out requirements for the design,

More information

TILT-UP PRECAST CONCRETE SANDWICH PANELS. A. Work includes, but is not limited to, the following:

TILT-UP PRECAST CONCRETE SANDWICH PANELS. A. Work includes, but is not limited to, the following: PART 1 GENERAL 1.01 SUMMARY SECTION 03460 TILT-UP PRECAST CONCRETE SANDWICH PANELS A. Work includes, but is not limited to, the following: 1. Architectural precast concrete sandwich wall panels. 2. Integral

More information

MATERIAL SPECIFICATION FOR CONCRETE - MATERIALS AND PRODUCTION

MATERIAL SPECIFICATION FOR CONCRETE - MATERIALS AND PRODUCTION ONTARIO PROVINCIAL STANDARD SPECIFICATION METRIC OPSS.PROV 1350 NOVEMBER 2014 MATERIAL SPECIFICATION FOR CONCRETE - MATERIALS AND PRODUCTION TABLE OF CONTENTS 1350.01 SCOPE 1350.02 REFERENCES 1350.03 DEFINITIONS

More information

Learning Objectives. About ASTM International. Why Do Standards Matter. Committee Structure. Precast Show 2017 NPCA 1

Learning Objectives. About ASTM International. Why Do Standards Matter. Committee Structure. Precast Show 2017 NPCA 1 What Every Precaster Should Know About ASTM Standards Presented by: Sam Lines, Concrete Sealants Inc. Learning Objectives Recognize how a consensus standard is developed and why standards are important

More information

STATE OF OHIO DEPARTMENT OF TRANSPORTATION SUPPLEMENTAL SPECIFICATION 898 QC/QA CONCRETE FOR STRUCTURES October 21, 2011

STATE OF OHIO DEPARTMENT OF TRANSPORTATION SUPPLEMENTAL SPECIFICATION 898 QC/QA CONCRETE FOR STRUCTURES October 21, 2011 STATE OF OHIO DEPARTMENT OF TRANSPORTATION SUPPLEMENTAL SPECIFICATION 898 QC/QA CONCRETE FOR STRUCTURES October 21, 2011 898.01 Description 898.02 Definitions And Referenced Specifications 898.03 Materials

More information

Public Works Manual. Revised September Concrete & Asphalt

Public Works Manual. Revised September Concrete & Asphalt Public Works Manual Revised September 2015 Concrete & Asphalt Where it must cross domestic it must cross above and with a 1 minimum separation. Nonpotable water tape. 10.00 PORTLAND CEMENT CONCRETE 10.01

More information

MICHIGAN DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION FOR QUALITY CONTROL AND ACCEPTANCE OF STRUCTURAL PRECAST CONCRETE

MICHIGAN DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION FOR QUALITY CONTROL AND ACCEPTANCE OF STRUCTURAL PRECAST CONCRETE MICHIGAN DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION FOR QUALITY CONTROL AND ACCEPTANCE OF STRUCTURAL PRECAST CONCRETE STR:MJF 1 of 8 APPR:JFS:POJ:01-04-19 FHWA:APPR:01-10-19 a. Description. The Contractor

More information