WYDOT CONCRETE MIX DESIGN PROCEDURE
|
|
- Lucy Griffin
- 5 years ago
- Views:
Transcription
1 WYDOT CONCRETE MIX DESIGN PROCEDURE Scope: This procedure documents the requirements for obtaining a concrete mix design or referencing an approved mix design from the WYDOT Materials Program, and the amounts of concrete aggregate, cementitious material, and admixtures that are to be submitted. It also addresses the procedure for developing and obtaining approval for a silica fume concrete mix design. This procedure applies to all concrete placed separate from Quality Control/Quality Assurance specifications. Use: This procedure will be used to determine the steps to follow and the amounts of concrete constituents (including aggregate, cement, fly ash, silica fume, chemical admixtures, etc) that must be collected and submitted to the WYDOT Materials Program for the purpose of running a mix design or conducting test batches. Reference Documents: WYDOT Contractor Concrete Mix Design Procedure WYDOT Sieve Analysis of Concrete Aggregate WYDOT E-45 Concrete Mix Design WYDOT T-100 Report of Tests on Concrete Mix Designs WYDOT T-120 Sample Transmittal Procedure: Check the plans to determine the classes of concrete and types of cement called for. A mix design will be required for each different class of concrete, including modified mixes, for each type or source of cement used on the project, or for any change in admixtures. For each mix design, a WYDOT Form E-45 will be completed by the contractor or supplier, sent through the WYDOT engineer, and finally forwarded to the WYDOT Materials Program, a minimum of 35 days before concrete placement. Concrete placement may begin on receipt of the T- 100 from the Materials Program. Run a gradation test on the coarse and fine aggregate using the procedure outlined in WYDOT Sieve Analysis of Concrete Aggregate before the material is sent to the WYDOT Materials Program. A mix design will not be performed on out of specification material. Submit all mix designs through the Resident Engineer s office for proper processing prior to being sent to the Materials Program. A mix design will not be performed on out of specification material. Along with the Form E-45, and the necessary Form T-120 for each material submittal, submit the following quantities of materials to the WYDOT Materials Program for the appropriate mix designs: Submit ALL aggregate samples in standard canvas bags, 30 lb - 50 lb in each bag. For liquid admixtures submit 1 quart of each type. 1
2 Structural Concrete Aggregate: 600 lb of coarse aggregate 400 lb of fine aggregate For each additional mix design on the same project from the same source, send 270 lb of coarse aggregate and 200 lb of fine aggregate that will be needed for each mix design. Aggregate samples will be sent to the WYDOT Materials Program a minimum of 35 days prior to construction intended use. P.C.C.P Aggregate: Fly Ash: 775 lb of coarse aggregate 600 lb of fine aggregate For each mix design on Portland Cement Concrete Pavement (PCCP) mix design. Representative samples of coarse and fine aggregate should be sent to the WYDOT Materials Program as soon as possible and a minimum of 35 days before the aggregate will be used in construction. The samples sent in for mix designs are not check samples and cannot be used as such. Check samples are taken only during production. When fly ash is to be used in the concrete mix design, a fly ash sample should be taken for the project. Send 50 lb of fly ash and ship it in plastic bucket(s) or container(s). Portland Cement: Record on Form T-120 the class of fly ash used, the manufacturer's name, and the invoice number if possible. It will not be necessary to record the contractor's name or the name of the ready mix company. A Portland Cement sample should be taken for each source and type of cement used on the project. The sample must be free of any soil or rocks. Send 140 lb of cement and ship it in plastic bucket(s) or container(s). A Portland Cement sample should be taken for each source and type of cement used on the project. 2
3 Record on Form T-120 the type of cement used, the manufacturer's name, and the invoice number if possible. It will not be necessary to record the contractor's name or the name of the ready mix company. Silica Fume: A silica fume concrete mix design must be developed by the contractor with the aid of an admixture manufacturer prior to requesting mix design approval from the WYDOT Materials Program. Batching proportions and batching sequence must be determined by this process. Results of this mix development will be submitted to the WYDOT Materials Program when requesting mix design approval. A Laboratory test mix will be conducted by the WYDOT Materials Program utilizing these instructions. If the proposed mix design does not provide a satisfactory mix, as determined by WYDOT Materials Program, the contractor must resubmit a revised mix design. The contractor will provide the following items to the WYDOT engineer at least 30 days prior to placement: 1. A completed Form E-45 indicating all materials to be used, including the manufacturer and source for all materials. 2. A letter indicating proportions of all materials, including water. The aggregate proportions will indicate whether they are saturated, surface dry condition or dry condition. Total or net water will also be indicated as appropriate based on aggregate condition. 3. An equipment letter indicating the mixing equipment to be used. 4. A batch sequence letter indicating the sequence of material batching and mixing times. 5. Submit sufficient samples of all mix constituents so that a test mix may be batched at the WYDOT Materials Program. 3
4 Referencing Mix Designs: Sufficient samples will be a minimum of: 100 lb of cement 400 lb of coarse aggregate 300 lb of fine aggregate 25 lb of silica fume 1 lb of fibers 1 quart each of all liquid or dry admixtures (which includes normal and high-range water reducers and air-entraining admixture). No more than two mix designs for each placement location will be batched by the WYDOT Materials Program at no cost to the contractor. The contractor will be charged a fee for each additional mix design confirmation. The contractor must conduct a trial batch prior to placement to verify in-field conditions, utilizing stockpiled aggregate as proposed for the project and simulating proposed haul distance. Trial batch material may not be used in the resurfacing work. If a proposed mix design is composed of identical components to a previous mix design, the previous mix may be referenced if less than two years old. In such cases, aggregate analysis only will be required. Send 100 lb of coarse aggregate and 100 lb of fine aggregate along with Form E-45 showing all mix design components to the WYDOT Materials Program for testing. For silica fume concrete, referencing to avoid the laboratory test mix will only be allowed within one year of use. The on-site trial batch will always be required. Mix Design Approval: The WYDOT Materials Program will determine acceptability of all mix designs and reference designs upon determination of mixture properties and strength development trends. Upon approval, a copy of Form T- 100PE or Form T-100SE (see example forms in WYDOT 472.0), with the mix design proportions used, mix consistency results, and strength results, will be forwarded to the WYDOT engineer. Concrete placement may begin upon receipt of Form T-100PE, or Form T-100SE. 4
5 5 WYDOT 471.0
6 6
CONTRACTOR MIX DESIGN GUIDELINES ASPHALT CONCRETE
CONTRACTOR MIX DESIGN GUIDELINES For ASPHALT CONCRETE OREGON DEPARTMENT OF TRANSPORTATION CONTRACTOR MIX DESIGN GUIDELINES for ASPHALT CONCRETE These guidelines outline the procedures to be used in developing,
More informationFull Depth Reclamation ALDOT FDR Requirements Lyndi D. Blackburn, PE
Full Depth Reclamation ALDOT FDR Requirements Lyndi D. Blackburn, PE Assistant Materials and Tests Engineer Alabama Department of Transportation Bureau of Materials and Tests 110 + MILES ALDOT FDR TOTALS
More informationRESISTANCE OF COMPACTED ASPHALT MIXTURE TO MOISTURE INDUCED DAMAGE (Kansas Test Method KT-56)
5.9.56 RESISTANCE OF COMPACTED ASPHALT MIXTURE TO MOISTURE INDUCED DAMAGE (Kansas Test Method ) 1. SCOPE This test covers preparation of specimens and measurement of the change of tensile strength resulting
More informationTECHNICAL SPECIFICATIONS SECANT CAISSON WALL TECHNICAL SPECIFICATIONS. October 19, Nanaimo Colliery Dam Auxiliary Spillway, Nanaimo, BC
SECANT CAISSON WALL TECHNICAL TECHNICAL Nanaimo Colliery Dam Auxiliary Spillway, Nanaimo, BC Submitted to: Toby Seward City of Nanaimo 455 Wallace Street Nanaimo, BC V9R 5J6 Report Number: Distribution:
More informationTex-414-A, Air Content of Freshly Mixed Concrete by the Volumetric Method
by the Volumetric Method Contents: Section 1 Overview...2 Section 2 Apparatus...3 Section 3 Sampling Requirements...5 Section 4 Procedures...6 Section 5 Calculation...9 Section 6 Archived Versions...10
More informationConcrete Ladder Golf
Concrete Ladder Golf Due Date: Paper must be received by March 1. Email your submission to ASCEConference2015@gmail.com Overview Students will compete in a single round elimination ladder golf tournament.
More informationLe Sueur County, MN Tuesday, April 7, 2015 Board Meeting
Le Sueur County, MN Tuesday, April 7, 2015 Board Meeting Item 7 9:50 a.m. Darrell Pettis, Administrator/Engineer RE: Ditch #16 Viewers RE: AET CSAH 3 Project Testing RE: Pumpkin Hill Right of Way Plat
More informationOhio Department of Transportation Central Office 1980 West Broad Street Columbus, OH John R. Kasich, Governor Jerry Wray, Director
Ohio Department of Transportation Central Office 1980 West Broad Street Columbus, OH 43223 John R. Kasich, Governor Jerry Wray, Director 7/14/2015 Project 158021 Addendum No. 5 PID No. 83667 PIK SR 104
More informationIBRACON CONCREBOL 2014
1/10 IBRACON CONCREBOL 2014 1 OBJECTIVE 1.1 This contest intends to test the competitors ability to develop construction methods and the production of lightweight homogeneous concrete with optimized strength
More informationTECHNICAL REPORT STANDARD PAGE
TECHNICAL REPORT STANDARD PAGE 1. Report No. FHWA/LA-90/221 4. Title and Subtitle FLY ASH IN CONCRETE 2. Government Accession No. 3. Recipient's Catalog No. 5. Report Date AUGUST 1990 6. Performing Organization
More informationMethod of Test for Sieve Analysis
Method of Test for Sieve Analysis 1. Scope: This test is for determining sieve analysis of subbase, base course, mineral aggregate (Surface course materials), concrete aggregates, fillers, and similar
More informationSUPERPAVE MIX DESIGN. Superpave Mix Design 1
SUPERPAVE MIX DESIGN Superpave Mix Design 1 Superpave Gyratory Compaction and Mixture Requirements Section objectives Describe the Superpave gyratory compactor Review the Superpave mixture requirements
More informationSUPPORTING NOTES FOR THE EVALUATION OF UNBOUND ROAD BASE AND SUB-BASE AGGREGATES
SUPPORTING NOTES FOR THE EVALUATION OF UNBOUND ROAD BASE AND SUB-BASE AGGREGATES (These notes are guidelines only and must not be included in the Contract Documents). 1. SCOPE These Notes are guidelines
More informationInspection and Approval of Asphalt Mix Design Laboratories
Supplemental Technical Specification for Inspection and Approval of Asphalt Mix Design Laboratories SCDOT Designation: SC-M-405 (06/07) 1. SCOPE 1.1 This method covers the process for inspection and approval
More informationInspection and Acceptance of Asphalt Mix Design Laboratories
Supplemental Technical Specification for Inspection and Acceptance of Asphalt Mix Design Laboratories SCDOT Designation: SC-M-405 (05/1/14) 1. SCOPE 1.1 This specification covers the process for inspection
More informationD DAVID PUBLISHING. Manufacturing Ultra High Performance Concretes by Silica Fume, Ultra Fine Fly Ash and Metakaolin Addition. 1.
Journal of Materials Science and Engineering A 7 (5-6) (2017) 136-142 doi: 10.17265/2161-6213/2017.5-6.003 D DAVID PUBLISHING Manufacturing Ultra High Performance Concretes by Silica Fume, Tony Song, Ion
More informationTHE EFFECTS OF GRADATION ON SELF-CONSOLIDATING CONCRETE
THE EFFECTS OF GRADATION ON SELF-CONSOLIDATING CONCRETE Cody H. Aihara Gaur P. Johnson Ian N. Robertson Research Report UHM/CEE/08-01 May 2008 ii Abstract Self-consolidating concrete or SCC has created
More informationPROJECT DOCUMENTATION GUIDE. R.E. Supplement to the IDOT Project Procedure Guide
PROJECT DOCUMENTATION GUIDE R.E. Supplement to the IDOT Project Procedure Guide February 1, 2010 PREFACE This guide has been prepared to aid the Resident Engineer (RE) with determining the pro sampling,
More informationSupplementary cementitious Materials
Supplementary cementitious Materials Karen Scrivener WORKING DOCUMENT Most promising approach reducing the clinker factor CO 2 Process optimisation clinker factor Clinker Gypsum Cement SCMs Supplementary
More informationEffect of Moisture Content of Wet Fly Ash on Basic Properties of Mortar and Concrete
Fourth International Conference on Sustainable Construction Materials and Technologies http://www.claisse.info/proceedings.htm SCMT4 Las Vegas, USA, August 7-11, 216 Effect of Moisture Content of Wet Fly
More informationSPECIFIC GRAVITY AND ABSORPTION OF AGGREGATE BY VOLUMETRIC IMMERSION METHOD
Standard Method of Test for Volumetric Absorption & Specific Gravity Test Procedure SPECIFIC GRAVITY AND ABSORPTION OF AGGREGATE BY VOLUMETRIC IMMERSION METHOD AASHTO TP XXXX 1. SCOPE 1.1. This method
More informationCAISSONS SECTION Section CAISSONS. Part 1-GENERAL
Section 02380-CAISSONS Part 1-GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply
More informationTABLE OF CONTENTS LEGAL NOTICE
Surface Impoundments Page No. i TABLE OF CONTENTS 1. INTRODUCTION... 1 2. PROPOSED CCR IMPOUNDMENT CLOSURE PROCEDURE... 3 3. PROPOSED COVER SYSTEM... 4 4. ESTIMATED MAXIMUM INVENTORY OF CCR... 4 5. ESTIMATED
More informationPROPOSAL. PROPOSAL OF, a corporation a
PROPOSAL PROPOSAL OF, a corporation a partnership consisting of and an individual doing business as TO THE SAN ANTONIO WATER SYSTEM: Pursuant to Instruction and Invitations to Bidders, the undersigned
More informationINTERNATIONAL SLURRY SURFACING ASSOCIATION TECHNICAL BULLETIN. 800 Roosevelt Road, Building C-312, Glen Ellyn, IL 60137
INTERNATIONAL SLURRY SURFACING ASSOCIATION TECHNICAL BULLETIN 800 Roosevelt Road, Building C-312, Glen Ellyn, IL 60137 No. 144 Revised 2013 Test Method for Classification of Slurry Surfacing Materials
More informationEffective Mixing Method for Stability of Air Content in Fresh Mortar of Self-Compacting Concrete in terms of Air Diameter
ORIGINAL ARTICLE Effective Mixing Method for Stability of Air Content in Fresh Mortar of Self-Compacting Concrete in terms of Air Diameter Sovannsathya RATH*, Masahiro OUCHI** *Kochi University of Technology
More informationSept 23, 2014 LAB MANUAL
Sept 23, 2014 LAB MANUAL 1000.0 1000 STANDARD PRACTICES 1000.1 CALCULATIONS and FORMS Throughout this manual there are test calculation procedures. These calculations are provided so that a technician
More informationSECTION [ ] [02730] STABILIZED DECOMPOSED GRANITE SURFACING
SECTION [32 15 40] [02730] STABILIZED DECOMPOSED GRANITE SURFACING EDIT SPECIFICATION: Edit the following guide specification to comply with project requirements. This document is available in word processing
More informationDETERMINING OPTIMUM RESIDUAL ASPHALT CONTENT (RAC) FOR POLYMER-MODIFIED SLURRY SEAL (MICROSURFACING) MIXTURES
Test Procedure for DETERMINING OPTIMUM RESIDUAL ASPHALT CONTENT (RAC) FOR POLYMER-MODIFIED SLURRY SEAL (MICROSURFACING) MIXTURES TxDOT Designation: Tex-240-F Effective Date: December 2004 1. SCOPE 1.1
More informationKraton Ultra-thin HMA / WMA Overlay Study
1 I. Overview Kraton Ultra-thin HMA / WMA Overlay Study Project: Oregon Department of Transportation I-5 Rock Point Evans Creek Contractor: Knife River Materials Existing Pavement - Condition: Binder Utilized:
More informationthe flying tiger Clemson Concrete Canoe Team ASCE National Concrete Canoe Competition Montreal, Quebec, Canada June 19 21, 2008
the flying tiger ASCE National Concrete Canoe Competition Montreal, Quebec, Canada June 19 21, 2008 Table Of Contents Executive Summary i Hull Design 1 Analysis 2 Development & Testing 3-4 Construction
More informationFor more details, visit
1 INTRODUCTION AND OBJECTIVES During the World War II, concrete was used in making warships. After this, countries like the USA, Australia, Brazil, Canada, France, Germany, Hungary, Iran, Israel, Japan,
More informationMethod of Making and Curing Concrete Specimens in the Field for Compression and Flexural Tests
Method of Making and Curing Concrete Specimens in the Field for Compression and Flexural Tests 1. Scope: This is the procedure for making and curing concrete specimens to be used for compression and flexural
More informationMethod of Test for Flat & Elongated Particles
Method of Test for Flat & Elongated Particles 1. Scope: This test is for determining the percentage by weight of coarse aggregate that have a maximum to minimum dimension greater than the specified ratio
More informationPresented to: Louisiana Transportation Conference February 26, Presenter: Corey Zollinger, P.E
Presented to: Louisiana Transportation Conference February 26, 2018 Presenter: Corey Zollinger, P.E. - 1 - AGENDA What is Roller Compacted Concrete, Where has it Been Used, and Why? RCC Construction Process
More informationA PRODUCT OF THE UNIVERSITY OF MICHIGAN CONCRETE CANOE TEAM
A PRODUCT OF THE 2007-2008 UNIVERSITY OF MICHIGAN CONCRETE CANOE TEAM TABLE OF CONTENTS Report: Appendices: Executive Summary... i Hull Design... 1 Analysis... 2 Mix Development and Testing... 3 Project
More informationTable of. Contents. Appendices Appendix A: References... A-1 Appendix B: Mixture Proportions... B-1 Appendix C: Bill of Materials...
Table of Contents Executive Summary... i Project Management... 1 Organizational Chart... 2 Hull and Structural Analysis... 3 Development and Testing... 4 Construction... 7 Project Schedule... 9 Design
More informationDimensions of the canoe Reinforcements Concrete Properties Reinforced Concrete Properties
Table of contents Executive summary... i Analysis... 1 Development and Testing... 2 Project Management and Construction... 4 Innovations and Sustainability... 7 Organization Chart... 8 Project Schedule...
More informationRECENT ADVANCES AND USES OF ROLLER COMPACTED CONCRETE PAVEMENTS IN THE UNITED STATES
RECENT ADVANCES AND USES OF ROLLER COMPACTED CONCRETE PAVEMENTS IN THE UNITED STATES C. Zollinger Paving Solutions, CEMEX, Inc, Houston, TX USA Coreyj.zollinger@cemex.com ABSTRACT Roller Compacted Concrete
More informationTABLE OF CONTENTS LEGAL NOTICE
Closure Plan for Existing CCR Revision: 1 Surface Impoundments Page No. i TABLE OF CONTENTS 1. INTRODUCTION... 1 2. PROPOSED CCR IMPOUNDMENT CLOSURE PROCEDURE... 3 3. PROPOSED COVER SYSTEM... 4 4. ESTIMATED
More informationConcrete Pavements ACCELERATED CONSTRUCTION OF URBAN INTERSECTIONS WITH PORTLAND CEMENT CONCRETE PAVEMENT (PCCP)
Concrete Pavements ACCELERATED CONSTRUCTION OF URBAN INTERSECTIONS WITH PORTLAND CEMENT CONCRETE PAVEMENT (PCCP) Pavements Asphalt pavement has long been a popular road construction material. In areas
More informationproduct manual H-2795 Roll-a-Meter
11.09 product manual H-2795 Roll-a-Meter Directions The Solution The accuracy of Roll-a-Meter results is not dependent on the correctness of all these factors, but gives directly the percent air in the
More informationAdvanced Construction Techniques. Concrete Pavements ACCELERATED CONSTRUCTION OF URBAN INTERSECTIONS WITH PORTLAND CEMENT CONCRETE PAVEMENT (PCCP)
CM 510 Concrete Pavements ACCELERATED CONSTRUCTION OF URBAN INTERSECTIONS WITH PORTLAND CEMENT CONCRETE PAVEMENT (PCCP) Pavements Asphalt pavement has long been a popular road construction material. In
More informationUse of Roller Compacted Concrete By GDOT. Presented By: Joe W. Sheffield, PE Georgia Department of Transportation District Engineer, Tifton, GA
Use of Roller Compacted Concrete By GDOT Presented By: Joe W. Sheffield, PE Georgia Department of Transportation District Engineer, Tifton, GA First Use of RCC By Georgia DOT I-285 Atlanta, GA 2005 Traffic:
More informationDensity of Granular Material by Modified Sand-Cone Method for Thin Layers
Density of Granular Material by Modified Sand-Cone Method for Thin Layers 1. Scope: This test is for determining in-place density of granular materials that have a total thickness of 3 or less. 2. Apparatus:
More informationPolicy & Procedure Document Last Modified: 01/31/2012 Reviewed for Version:
Policy & Procedure Document Last Modified: 01/31/2012 Reviewed for Version: SECTION: 1100 - Materials Management ITEM NUMBER: 1107.6 ITEM: SUPERPAVE MIX DESIGN REVISED: 01/31/2012 SCOPE: To establish the
More informationHot Mix Asphalt (HMA) Quality Assurance
Supplemental Technical Specification for March 3, 2010 Hot Mix Asphalt (HMA) Quality Assurance SCDOT Designation: SC-M-400 (05/10) 1. SCOPE Base field acceptance of hot mix asphalt (HMA) mixtures on asphalt
More informationAsphalt Mixture Quality Assurance
Supplemental Technical Specification for Asphalt Mixture Quality Assurance SCDOT Designation: SC-M-400 (10/13) 1. SCOPE Base field acceptance of asphalt mixtures on asphalt binder content, air voids, voids
More informationBULK SPECIFIC GRAVITY AND UNIT WEIGHT OF COMPACTED HOT MIX ASPHALT (HMA) (Kansas Test Method KT-15)
5.9.15 BULK SPECIFIC GRAVITY AND UNIT WEIGHT OF COMPACTED HOT MIX ASPHALT (HMA) (Kansas Test Method ) 1. SCOPE This method of test covers the procedure for determining the bulk specific gravity of specimens
More informationEmerging Concrete Pavement Solutions Roller Compacted Concrete (RCC)
Emerging Concrete Pavement Solutions Roller Compacted Concrete (RCC) Presented to: APWA Nor Cal November 3 rd, 2016 Presenters: Jason Shykowsi, P.E., T.E. City of Roseville Debbie Haldeman RCC Council
More informationUniversity of Nevada, Reno euphoria 2006
Table of Contents Executive Summary...i Hull Design...1 Analysis...2 Development & Testing...3 Project Management & Construction...5 Organization Chart...7 Project Schedule... 8 Form Design Drawing...
More information2018 Competition Rules
2018 Competition Rules Competition Techncial Competitions Concrete Canoe Rules* Steel Bridge Rules* Geotechnical Rules* Technical Paper Rules* Environmental Rules Transportation Rules Sustainability Rules
More informationTo study the hardened properties of SCC by effectiveness range of SCBA of different regions
To study the hardened properties of SCC by effectiveness range of SCBA of different regions Kumar S. Sinde 1, Dr.S.S.Angalekar 2, 1Student of 2nd year ME Civil (Structure) of the Sinhgad College of Engineering,
More informationAGGREGATE INFORMATION
100 90 NEW YORK STATE Facility No. Formula No. Plant Region 11 MATERIALS BUREAU Plant Location JOB MIX FORMULA Submitted Date 1/3/2016 H NYSDOT TYPE 7F TOP COURSE (HIGH FRICTION) 0 AGGREGATE SAMPLING FREQUENCY
More informationCONQUEST Quick Facts Hull Design: Table of Contents
Table of Contents Hull Design 1 Analysis 2 Development & Testing 3 Project Management & Construction 5 Organization Chart 7 Project Schedule 8 Design Drawings w/ Bill of Materials 9 Appendix A: References
More informationHot Mix Asphalt (HMA) Quality Assurance
Supplemental Technical Specification for May 2, 2008 Hot Mix Asphalt (HMA) Quality Assurance SCDOT Designation: SC-M-400V (06/08) 1. SCOPE Base field acceptance of hot mix asphalt (HMA) mixtures on asphalt
More informationEFFECT OF FLY ASH GRADATION ON WORKABILITY, STRENGTH AND DURABILITY OF PORTLAND CEMENT FLY ASH MORTARS
EFFECT OF FLY ASH GRADATION ON WORKABILITY, STRENGTH AND DURABILITY OF PORTLAND CEMENT FLY ASH MORTARS Xian P. Liu, Pei M. Wang and Jie Sun Key Laboratory of Advanced Civil Engineering Materials (Tongji
More informationCG-050 OPERATION AND MAINTENANCE MANUAL WITH PARTS LIST SERIAL #
CG-050 OPERATION AND MAINTENANCE MANUAL WITH PARTS LIST SERIAL # WARRANTY STATEMENT ChemGrout, Inc. warrants that equipment shall be free from defects in material, workmanship or components. The period
More informationADDENDUM REPORT. Project: Bid Package: 2 Current Let: 06/24/ :00 AM Version: Addendum Addendum : 1
ADDENDUM REPORT Project: 13286 Bid Package: 2 Current Let: 06/24/2005 11:00 AM Version: Addendum Addendum : 1 District: 06 County: BUCKS SR/SEC/GROUP ID: 4027/33M/R26\Kantner Description R26 - Script C
More informationHCMTCB MATERIALS SAMPLING & TESTING PERFORMANCE CHECKLIST
HCMTCB MATERIALS SAMPLING & TESTING PERFORMANCE CHECKLIST Release Date: January 7, 2014 Sampling Coarse Aggregate PERFORMANCE CHECKLIST AASHTO T-2 Sampling of Aggregates Sampling From A Stockpile 1 When
More informationHazard Communication Program
The University of Memphis Hazard Communication Program November 2016 Table of Contents University of Memphis Hazard Communication Program Contents Purpose... 1 Scope and Application... 1 Responsibilities...
More informationHazard Communication Plan (HCP) 29 CFR
Hazard Communication Plan (HCP) 29 CFR 1910.1200 METHODIST UNIVERSITY Environmental Health and Safety Office Hazard Communication Plan (HCP) 1910.1200 OSHA Hazard Communication Revision 3 May 2018 Estimated
More informationAsphalt Mixture Quality Acceptance
Supplemental Technical Specification for Asphalt Mixture Quality Acceptance SCDOT Designation: SC-M-400 (January 1, 2018) 1. SCOPE Use this specification for the acceptance of both hot mix and warm mix
More informationRoad Quality Working Group. June 11, 2015
Road Quality Working Group June 11, 2015 1 Why do roads fail? PRIMARY CULPRIT: Alkali/silica reaction, or ASR, which causes concrete to expand and crack when exposed to moisture over time Road damage from
More informationTABLE OF CONTENTS LIST OF FIGURES LIST OF TABLES
OLYMPIANS TABLE OF CONTENTS List of Figures... 1 List of Tables... 1 Executive Summary... 2 Project Management... 3 Hull Design and Structural Analysis... 5 Development and Testing... 7 Construction...
More information1. SCOPE 2. REFERENCED DOCUMENTS. 2.1 SC Test Methods SC-T Forms SCDOT Electronic Forms SUMMARY OF TEST METHOD
Standard Method of Test for Field Determination of Target Density for Plant Produced Asphalt Mix by Use of the Control Strip Technique SCDOT Designation: SC-T-65 (08/18) 1. SCOPE 1.1 This test method is
More informationFigure 1: Canoe cross sections depicting bending moments 3. Figure 2: Plan and profile views of the canoe used for hand calculations.
University of Southern California Concrete Canoe Design Paper 2013 Table of Contents Section Executive Summary Page Project Management 1 Organization Chart 2 Hull Design and Structural Analysis 3-4 Development
More informationProject: Paloma Subdivision Unit 2
SUBMITTAL INFORMATION Project: Paloma Subdivision Unit 2 Submittal for: MIX DESIGN P33000 Inlet Apron/Transition Sidewalk MIX DESIGN P33000C Machine Curb Hand Curb MIX DESIGN P34000 Sidewalk Box w/ Armor
More information2019 FC&PA STUDENT COMPETITION Sponsored by the FC&PA Education Committee
2019 FC&PA STUDENT COMPETITION Sponsored by the FC&PA Education Committee FIBER-REINFORCED CONCRETE BOWLING BALL Competition Date: Friday, March 1 ST, 2019 Objective The objective of this competition is
More informationIMPROVED RICE METHOD FOR DETERMINING THEORETICAL MAXIMUM SPECIFIC GRAVITY OF ASPHALT PAVING MIXTURES
NCAT Report No. 92-3 IMPROVED RICE METHOD FOR DETERMINING THEORETICAL MAXIMUM SPECIFIC GRAVITY OF ASPHALT PAVING MIXTURES by Prithvi S. Kandhal Maqbool A. Khatri May 1992 Presented at the Annual Meeting
More informationEngineering Response to. Workplace Accidents. Oregon Governor s Occupational Safety and Health Conference. Introduction
Engineering Response to Catastrophic Workplace Accidents Oregon Governor s Occupational Safety and Health Conference Portland OR, March12, 2009 John Osteraas, Ph.D., P.E. Exponent Failure Analysis Associates
More informationDensity of Soils and/or Granular Material In-place by the Sand-Cone Method
Density of Soils and/or Granular Material In-place by the Sand-Cone Method 1. Scope: This test is for determining the in-place density of soils and/or granular materials. 2. Apparatus: 2.1 Density apparatus
More informationSUMMARY STEPS TO CERTIFY FAN PERFORMANCE UNDER AMCA INTERNATIONAL S CERTIFIED RATINGS PROGRAM
AMCA International Member Logo cannot be used in catalogs containing performance data. AMCA International Corporate Identity Logo can only be used by AMCA International, Inc. SUMMARY STEPS TO CERTIFY FAN
More informationImproved Rice Method for Determining Theoretical Maximum Specific Gravity of Asphalt Paving Mixtures
TRANSPORTATION RESEARCH RECORD 1353 9 Improved Rice Method for Determining Theoretical Maximum Specific Gravity of Asphalt Paving Mixtures PRITHVI S. KANDHAL AND MAQBOOL A. KHATRI The Rice method (ASTM
More informationSECTION 227 NATIONAL SHORELINE EROSION CONTROL DEVELOPMENT AND DEMONSTRATION PROGRAM
SECTION 227 NATIONAL SHORELINE EROSION CONTROL DEVELOPMENT AND DEMONSTRATION PROGRAM SPECIFICATIONS FOR THE 63 RD STREET HOTSPOT,, FLORIDA Table of Contents SECTION 1 SUPPLIES OR SERVICES AND PRICES/COSTS...
More informationMANERI DAM D/S VIEW. Er. SANDEEP SINGHAL Director (Projects) UJVN Limited, Dehradun, (UK)
COMPREHENSIVE REHABILITATION / REPAIR OF MANERI DAM IN DIST. UTTARKASHI MANERI DAM D/S VIEW Er. SANDEEP SINGHAL Director (Projects) UJVN Limited, Dehradun, (UK) sandysinghal14@hotmail.com ABSTRACT Severe
More informationTxDOT Project : Material Design and Testing Methods for Home Made and Containerized Cold Mix
0-4872-P2 MIXTURE DESIGN MANUAL AND PERFORMANCE-BASED SPECIFICATIONS FOR COLD PATCHING MIXTURES Authors: Vanessa I. Rosales-Herrera Jorge A. Prozzi TxDOT Project 0-4872: Material Design and Testing Methods
More informationRice University. centurion. Concrete Canoe Design Paper 2012
Rice University centurion RICE ` Concrete Canoe Design Paper 2012 ``` Table of Contents Executive Summary...ii Hull Design...1 Structural Analysis...2 Development & Testing...3 Construction...5 Project
More information2016 NAU ASCE CONCRETE CANOE POLARIS NORTHERN ARIZONA UNIVERSITY CHELSIE KEKAULA COLTON MCCONNELL BRENT LIPAR EVAN KAICHI EMILY MELKESIAN
2016 NAU ASCE CONCRETE CANOE NORTHERN ARIZONA UNIVERSITY CHELSIE KEKAULA COLTON MCCONNELL BRENT LIPAR EVAN KAICHI EMILY MELKESIAN 1 Project Description Design and construct a concrete canoe Maximum length/width:
More informationEXECUTIVE SUMMARY. It s a Trap! The University of Michigan. consistently placed fourth or fifth overall at regional competition.
TABLE OF CONTENTS Executive Summary. i Analysis 1 Development & Testing... 2 Project Management 3 Construction 4 Innovation and Sustainability.. 6 Organization Chart.. 7 Project Schedule.. 8 Design Drawing..
More informationCCR CLOSURE PLAN Sibley Slag Settling Impoundment Sibley Generating Station East Johnson Rd Sibley, Missouri
CCR CLOSURE PLAN Sibley Slag Settling Impoundment Sibley Generating Station 33200 East Johnson Rd Sibley, Missouri KCP&L Greater Missouri Operations Company October 14, 2016 TABLE OF CONTENTS SECTION 1
More informationFLORIDA GULF COAST UNIVERSITY
FLORIDA GULF COAST UNIVERSITY 60057 DESIGN REPORT 2015 Table of Contents Executive Summary... ii Project Management...1 Organization Chart...2 Hull Design and Structural Analysis...3 Development and Testing...5
More informationADA PRESENTATION (CURB RAMPS)
ADA PRESENTATION (CURB RAMPS) ACECNJ/NJDOT/FHWA DESIGN SUMMIT Warren Howard New Jersey Department of Transportation May 21, 2013 ADA Curb Ramps NJDOT wants curb ramps to be designed & constructed properly
More informationCOAL COMBUSTION RESIDUALS FUGITIVE DUST CONTROL PLAN
~ Colorado Springs Utilities Ir's h
More informationIN-PLACE DENSITY OF BITUMINOUS MIXES USING THE NUCLEAR MOISTURE-DENSITY GAUGE FOP FOR WAQTC TM 8
OF BITUMINOUS MIXES USING THE NUCLEAR MOISTURE-DENSITY GAUGE FOP FOR WAQTC TM 8 Scope This test method describes a test procedure for determining the density of bituminous mixes by means of a nuclear gauge
More informationMETHOD OF TEST FOR THEORETICAL MAXIMUM RELATIVE DENSITY OF BITUMINOUS PAVING MIXTURES LS-264 R27 ASTM D2041/D2041M
3. APPARATUS 3.1 BEAKERS OR VESSELS: Stainless steel vessel, 4000 ml capacity, no spout... 3.2 BALANCE: 4000 g capacity with an accuracy of ± 0.1 g... 3.3 RIFFLE SPLITTER: For splitting hot mix samples.
More informationStandard Test Procedures Manual
STP 206-5 Standard Test Procedures Manual Section: 1. SCOPE 1.1. Description of Test This method describes the procedure for determining the sand equivalent of granular material. 1.2. Application of Test
More informationCHEMICAL STABILIZATION OF BLACK COTTON SOIL FOR SUB-GRADE LAYER
Int. J. Struct. & Civil Engg. Res. 2014 Parijat Jain and H S Goliya, 2014 Research Paper ISSN 2319 6009 www.ijscer.com Vol. 3, No. 3, August 2014 2014 IJSCER. All Rights Reserved CHEMICAL STABILIZATION
More informationTo Enhance the Engineering Properties of Clay Bricks with use of Fly Ash
To Enhance the Engineering Properties of Clay with use of Fly DEVENDRA B. GARUD M.E. Student, S.S.V.P.S s. B.S.D.C.O.E, Dhule PROF. S.S.BACHHAV Civil Engineering Department, S.S.V.P.S s. B.S.D.C.O.E, Dhule
More informationState of Nevada Department of Transportation Materials Division METHOD OF TEST FOR SAND EQUIVALENT
State of Nevada Department of Transportation Materials Division METHOD OF TEST FOR SAND EQUIVALENT SCOPE This test method is intended to determine the proportion of detrimental fines (dust or clay size
More informationThe Clemson Concrete Canoe Team is ready to. Cast Away. National Concrete Canoe Competition June 18-20, 2004 Washington, D.C.
The Clemson Concrete Canoe Team is ready to Cast Away National Concrete Canoe Competition June 18-20, 2004 Washington, D.C. Table of Contents Executive Summary i Hull Design 1 Analysis 2 Development and
More informationFIGURES APPENDIX A SYMBOL SAMPLING DESCRIPTION Location of sample obtained in general accordance with ASTM D 1586 Standard Penetration Test with recovery Location of sample obtained using thin-wall
More informationCase Studies Using Falling Weight Deflectometer Data with Mechanistic Empirical Design and Analysis
Case Studies Using Falling Weight Deflectometer Data with Mechanistic Empirical Design and Analysis International Symposium on Pavement Performance Trends, Advances, and Challenges December 5, 2011, Tampa,
More informationSECTION PRESSURE TESTING OF PIPING
SECTION 15044 PRESSURE TESTING OF PIPING PART 1 - GENERAL 1.01 DESCRIPTION A. Scope of Work: This section specifies the leakage and pressure testing of piping. B. Testing Records: PART 2 - PRODUCTS 2.01
More informationSoil Aggregate *Nominal Maximum Minimum Weight No. of Splits to Obtain Designation Sieve Size of Particle of Sample, Ibs Portion for Test
STATE OF OHIO DEPARTMENT OF HIGHWAYS SUPPLEMENT 1005 METHOD OF TEST FOR SIEVE ANALYSIS OF ALL MATERIALS FOR USE IN ITEMS 304, 411, 603 Type 1 & 2, and 617 April 12, 2002 1005.1 Scope 1005.2 Sample Preparation
More informationConcrete Arrow TABLE OF CONTENTS LIST OF FIGURES
TABLE OF CONTENTS ExecutiveSummary... ii Project Management... 1 Organization Chart... 2 Hull Design and Structural Analysis... 3 Development and Testing... 5 Construction... 8 Project Schedule... 10 Design
More informationControl of Substances Hazardous to Health (COSHH) Policy
Control of Substances Hazardous to Health (COSHH) Policy & Procedure Document Type Author Owner (Dept) Control of Substances Hazardous to Health (COSHH) Policy & Procedure Health & Safety Human Resources
More informationOHD L-47. Guidelines for Resolving Differences in Test Results
Guidelines for Resolving Differences in Test Results Page 1 of 21 1 SCOPE 1.1 The guidelines provided are as follows: 1.1.1 Standard Practice for the Evaluation of Different Superpave Gyratory Compactors
More informationULTRA DESIGN PAPER UNIVERSITY OF MIAMI 2015 ASCE CONCRETE CANOE COMPETITION
ULTRA DESIGN PAPER 2015 ASCE CONCRETE CANOE COMPETITION UNIVERSITY OF MIAMI TABLE OF CONTENTS Table of Contents.i Executive Summary.....ii Project Management....1 Organization Chart...2 Hull Design.. 3
More information2010 ASCE National Concrete Canoe Competition Rules & Regulations TABLE OF CONTENTS
201 0 American Society of Civil Engineers National Concrete Canoe Competition Ru l e s And Regulations TABLE OF CONTENTS INTRODUCTION... ii AWARDS AND RECOGNITION... iii ASCE NATIONAL CONCRETE CANOE COMPETITION
More information