Asphaltic Concrete Mix Design Marshall Method
|
|
- Edward Jessie Briggs
- 6 years ago
- Views:
Transcription
1 Asphaltic Concrete Mix Design Marshall Method Date: January 18, 2013 Project No: VB Mix Type/Specification: APWA Type 4-01 For: Mr. Leland Smith Vance Brothers, Inc Brighton Ave. Kansas City, MO 64130
2 Asphaltic Concrete Mix Design APWA Type 4-01 Objective Perform a Marshall Mix Design per the Asphalt Institute MS-2 Manual and AASHTO test methods conforming to the Kansas City Metropolitan Chapter of the American Public Works Association, 2001 Edition, APWA Type 4-01 specification (50 compaction blows per face). Materials Material Source Date Received 3/8 Crushed Limestone Quality Quarry, KCMO January 7, 2013 Limestone Screenings Quality Quarry, KCMO January 7, 2013 River Sand Mid America Sand Co., KCMO January 7, 2013 PG Asphalt Conoco Phillips, Wood River, IL December 6, 2012 Discussion: Mix Design Project VB The mix design was optimized using four asphalt contents (4.5, 5.0, 5.5, 6.0 AC). The table below lists the mix properties at the optimum asphalt content chosen (5.1% AC). The mixing temperature range is 305 to 315 F and the compaction temperature range is 285 to 295 F. As with any mix, compaction and compaction temperatures should be determined by roller test patterns and density measurements. These test results apply only to the laboratory samples as received. Adjustments may be necessary in the plant/field due to raw material variation, conditions in the plant/field, etc. Mix design tables and graphs are on pages 2 5. Property APWA 3-01 Specification Mix Properties Optimum AC Content (%) /- 0.1 Bulk Gravity of Mix (G mb ) NA Mix Density (lbs/ft 3 ) NA % Air Voids % VMA NA (AI MS-2: 14 min.) 12.4 % Voids Filled NA (AI MS-2: 65-78) 68.8 Dust Proportion NA (AI MS-2: ) 1.95 Stability (lbs) 1,500 min. 4,300 Flow (0.01") Note: NA = Not Applicable - AI MS-2 Specifications are provided for information only. Reviewed by: Date: January 18, 2013 Martin R. Burrow Technical Director, Vance Brothers Page 1 of 5
3 Percent Passing Project VB cont d. Project Number : VB Project Location : Vance Brothers Kansas City Date : 1/14/2013 Material Description Aggregate 1 = Quality 3/8" Aggregate 2 = Quality Lime Aggregate 3 = MAS Asphalt Sand Aggregate 4 = Aggregate 5 = Aggregate 6 = Aggregate 7 = Aggregate 8 = Enter Estimated Binder % Aggregate 9 = Estimated Mix Cost $ - Aggregate10 = Enter Aggregate Material Data in this Table Marshall Mix Design Program Enter Nominal Maximum Size of the Mixture mm Stockpile Percentage Aggregate Cost $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - Sieve Size 45% 40% 15% Specifications mm US Agg.1 Agg.2 Agg.3 Agg.4 Agg.5 Agg.6 Agg.7 Agg.8 Agg.9 Agg.10 Composite Min. Max. 50 2" /2" " /4" /2" /8" # # # # # # # th POWER GRADATION CHART Sieve Size (mm) Page 2 of 5
4 Project VB cont d. Project Number : VB Project Location : Vance Brothers Kansas City Marshall Mix Design Program 45% Aggr.1 = Quality 3/8" Aggr.6 = 40% Aggr.2 = Quality Lime Aggr.7 = 15% Aggr.3 = MAS Asphalt Sand Aggr.8 = Aggr.4 = Aggr.9 = Aggr.5 = Aggr.10 = Pb 5.00% Gmm CAA Test FAA Test Spec. 1 Spec. 2 Gb Weight of 1- Frac Face sample percent 1 or more FF #DIV/0! Volume of cylinder (cm 3 ) Calculate Gse Weight of 2- Frac Face sample percent 2 or more FF #DIV/0! Wt. of cylinder (g) Calculate Pba 1.45 Total dry weight of sample Wt. of cylinder + Sample (g) Gsb of fine aggregate Gsb Coarse Sample Percent uncompacted voids #DIV/0! #DIV/0! Sand Equiv. Test Sand Rdg. Clay Rdg. S.E. Spec. # Dry Wt. Sub. Wt SSD Wt. Gsb Gsa Abs Ave. % Uncompacted Voids #DIV/0! Reading #1 ###### % Reading #2 ###### % Flat and Elongated Particles Reading #3 ###### Average % Total weight of dry sample Average ###### Gsb Fine Sample Dry wt. of elongated particles Oven Dry Flask FL+H20 % of Elong. Particles #DIV/0! G 5.00% Apshalt Binder Spec. # Sp. In Air + H 20 + Spec. Gsb Gsa Abs Specimen Sample Sample & Bowl in Sample Ave % Combined Gsb = No. in air Bowl in H 2O H20 in H20 Gmm Gmm % Combined Gsa = Average % Comb. H2O Abs. = 1.95% Data Entry SPEC. DRY SUB SSD Ave. Volumetric Data Ave. Corr. Corr. Ave. NO. Pb WT. WT. WT. Gmb Gmb Gmm Va VMA VFA Pbe DP Stab. Stab. Vol. Factor Stab Flow Flow 1A 4.5% B 4.5% % C 4.5% A 5.0% B 5.0% % C 5.0% A 5.5% B 5.5% % C 5.5% A 6.0% B 6.0% % C 6.0% A 5B 5C Page 3 of 5
5 lbs. (N) 0.01 in. (0.25 mm) % Voids filled with Asphalt Dust Proportion % Air Voids % Voids in the Mineral Aggregate Project VB cont d. Va 7.0% 6.0% 5.0% 4.0% 3.0% 2.0% 1.0% 0.0% VMA VFA 2.5 DP Stability Flow ASPHALT INSTITUTE ASPHALT Page 4 of 5
6 Project VB cont d. Page 5 of 5
Asphaltic Concrete Mix Design Marshall Method
Asphaltic Concrete Mix Design Marshall Method Date: January 14, 2013 Project No: VB011013-103 Mix Type/Specification: APWA Type 3-01 For: Mr. Leland Smith Vance Brothers, Inc. 5201 Brighton Ave. Kansas
More informationAsphaltic Concrete Mix Design Marshall Method
Asphaltic Concrete Mix Design Marshall Method Date: June 6, 2013 Project No: VB060313-107 Mix Type/Specification: APWA RC-Type 3-01 For: Mr. Leland Smith Vance Brothers, Inc. 5201 Brighton Ave. Kansas
More informationSuperpave Volumetric Mix Design
Superpave Volumetric Mix Design Four major steps in the testing and analysis process : 1. Selection of materials (aggregate, binders, modifiers, etc.) 2. Selection of a design aggregate structure 3. Selection
More informationVOLUMETRIC PROPERTIES OF HOT MIX ASPHALT (HMA) WAQTC TM 13
VOLUMETRIC PROPERTIES OF HOT MIX ASPHALT (HMA) WAQTC TM 13 Scope This procedure covers the determination of volumetric properties of plant produced Hot Mix Asphalt, i.e., air voids (Va), voids in mineral
More informationVolumetric Analysis-Based Comparison between Superpave and Marshall Mix Design Procedures
Volumetric Analysis-Based Comparison between Superpave and Marshall Mix Design Procedures By Dr. Ghazi G. Al-Khateeb 1 Prof. Taisir S. Khedaywi 2 Prof. Turki I. Obaidat 3 Abstract This research intended
More informationMarshal Mix Design. Compacted Specimen Asphalt Content Loose Specimen
1 Marshal Mix Design 1- Prepare three pills and compact 75 blows each side. Before breaking the pills: Determine the density of each pill and calculate the average density (γ) Determine the specific gravity
More information5- Superpave. Asphalt Concrete Mix Design
5- Superpave Asphalt Concrete Mix Design 1 Superpave Volumetric Mix Design Goals Compaction method which simulates field Accommodates large size aggregates Measure of compactibility Able to use in field
More informationInvestigation of synergistic efforts of warm mix asphalt and high fractionated reclaimed asphalt for safe, environmentally sustainable highway
Transportation & Vehicle Safety Policy 12-1-2013 Investigation of synergistic efforts of warm mix asphalt and high fractionated reclaimed asphalt for safe, environmentally sustainable highway Hosin "David"
More informationAsphalt Concrete Properties
Asphalt Concrete Properties Mix Volumetrics Aggregate Particle (M G,V G ) Absorbed Asphalt (M BA,V BA ) Effective Asphalt (M BE,V BE ) Water Permeable Voids CIVL 3137 2 Mix Volumetrics CIVL 3137 3 Masses
More informationSuperpave Mix Design
بسم الله الرحمن الرحيم Superpave Mix Design Introduction : Superpave procedure is considered as an improved method for producing a good performing asphaltic paving mix. It is a short name for Superior
More information4- High-Type Bituminous Pavements
4- High-Type Bituminous Pavements High-Type Bituminous Pavements HMA Widely used in urban & rural areas. If properly designed & constructed, HMA pavements can carry very high volumes. Majority have economic
More information3- Highway Materials Aggregates
3- Highway Materials Aggregates Highway Materials/ Aggregates Aggregates are granular mineral particles that are widely used for highway bases, subbases, and backfill. Aggregate are also used in combination
More informationAggregate Testing Recertification. Quality Control / Quality Assurance
Aggregate Testing Recertification Quality Control / Quality Assurance DOT Employee Timesheet Information Charge to Office Overhead AFE- 71B4 Function- 1174 **IMPORTANT** Recertification is only for individuals
More informationINVESTIGATION OF THE DESIGN OF ASPHALT PAVING MIXTURES USING MINNESOTA TACONITE ROCK
INVESTIGATION OF THE DESIGN OF ASPHALT PAVING MIXTURES USING MINNESOTA TACONITE ROCK Sponsored by the Minnesota Department of Natural Resources FINAL REPORT 28 APRIL 26 Roger Olson (Mn/DOT) John Garrity
More informationForeword... iii Table of Contents...v List of Figures...vii List of Tables...viii. Chapter 1 : Background...1
Foreword... iii Table of Contents...v List of Figures...vii List of Tables...viii Chapter 1 : Background...1 Introduction...1 Asphalt Mixtures... 2 Asphalt Binder Behavior... 2 Mineral Aggregate Behavior...
More informationASPHALT WAQTC WAQTC TM 13 (12)
Volumetric Properties of Hot Mix Asphalt (HMA) WAQTC TM 13 Scope This procedure covers the determination of volumetric properties of plant produced Hot Mix Asphalt, i.e., air voids (V a ), voids in mineral
More informationMix Design & Production Control Recertification. Quality Control / Quality Assurance
Mix Design & Production Control Recertification Quality Control / Quality Assurance SDDOT Employee Timesheet Information Charge to Office Overhead AFE 71B7 Function - 1174 **IMPORTANT** Recertification
More informationAsphalt Rubber Mixture Design. ADOT s AR-ACFC and ARAC
Asphalt Rubber Mixture Design ADOT s AR-ACFC and ARAC Mix Design Considerations AR-ACFC AR-ACFC: Purpose Final wearing surface Typically nominal 1/2 inch lift AR-ACFC: Aggregate Gradation Flakiness Sand
More informationAUTOMATION OF THE SUPERPAVE MIX DESIGN PROCESS FOR THE WEST VIRGINIA DIVISION OF HIGHWAYS. John P. Zaniewski, Ph.D. Martin Padula
AUTOMATION OF THE SUPERPAVE MIX DESIGN PROCESS FOR THE WEST VIRGINIA DIVISION OF HIGHWAYS John P. Zaniewski, Ph.D. Martin Padula Asphalt Technology Program Department of Civil and Environmental Engineering
More informationImproving Hot Mix Asphalt Performance with SUPERPAVE
Improving Hot Mix Asphalt Performance with SUPERPAVE A Driving Force In Asphalt SUPERPAVE Update for Intevep April 8, 2002 Asphalt Mixture Behavior SP Permanent Deformation Fatigue Cracking Low Temperature
More information2005 Stone Matrix Asphalt (SMA)
Replace 2360.1 DESCRIPTION with: 2005 Stone Matrix Asphalt (SMA) This work consists of the construction of a Stone Matrix Asphalt Wearing Course Mixture (SMA). The work shall be in accordance with these
More informationAsphalt Mixes and Design
Asphalt Mixes and Design U TA H A S P H A LT C O N F E R E N C E F E B R UA RY 25 2 6, 2 0 1 5 S H A N E B U C H A N A N, O L D C A S T L E M AT E R I A L S Asphalt Mixes and Design Discussion Topics Utah
More informationBACKGROUND Flexible Pavements Part of a Layered/Composite System Elastic Behavior 2
INTRODUCTION TO ASPHALT MATERIALS FOR MANAGERS AND OWNERS ASPHALT PAVEMENT ASSOCIATION OF OREGON John Hickey P.E.,., Esq. 1 BACKGROUND Flexible Pavements Part of a Layered/Composite System Elastic Behavior
More informationMARSHALL MIX DESIGN PROJECT. [2 nd semester 1433H] CE432-Highway Engineering LABORATORY
MARSHALL MIX DESIGN PROJECT [2 nd semester 1433H] CE432-Highway Engineering LABORATORY Project Details Binder Content (%) Group 1 (Mix 1) Group 2 (Mix 2) Group 3 (Mix 3) Group 4 (Mix 4) Group 5 (Mix 5)
More informationKANSAS DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION TO THE STANDARD SPECIFICATIONS, EDITION 2007
Sheet 1 of 6 KANSAS DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION TO THE STANDARD SPECIFICATIONS, EDITION 27 SECTION 62 HOT MIX ASPHALT (HMA) CONSTRUCTION (Quality Control/Quality Assurance (QC/QA)) Page
More informationChapter 6 Tex-204-F, Design of Bituminous Mixtures
Chapter 6 Tex-204-F, Design of Bituminous Contents: Section 1 Overview... 6-3 Section 2 Automated Mix Design Report Format... 6-4 Section 3 Procedure... 6-5 Section 4 Part I, Typical Example of Design
More informationAsphalt 104: An Introduction to Hot Mix Asphalt Materials. -Part II- Mix Design. Scott Shuler CSU
Asphalt 104: An Introduction to Hot Mix Asphalt Materials -Part II- Mix Design Scott Shuler CSU 1 The MIX 2 2 The MIX n Rocks 2 The MIX n Rocks n Asphalt 2 The MIX n Rocks n Asphalt 2 The MIX n Rocks n
More informationDESIGN OF BITUMINOUS MIXTURES
Test Procedure for DESIGN OF BITUMINOUS MIXTURES TxDOT Designation: Tex-204-F Effective Dates: August 2008 July 2016. 1. SCOPE 1.1 These methods determine the proper proportions of approved aggregates
More informationINTRODUCTION TO ASPHALT MATERIALS FOR MANAGERS AND OWNERS ASPHALT PAVEMENT ASSOCIATION OF OREGON
INTRODUCTION TO ASPHALT MATERIALS FOR MANAGERS AND OWNERS ASPHALT PAVEMENT ASSOCIATION OF OREGON Kevin Berklund 1 BACKGROUND Flexible Pavements Part of a Layered/Composite System Elastic Behavior 2 BACKGROUND
More informationSTUDY QUESTION ANSWERS
STUDY QUESTION ANSWERS CHAPTER 1 COMPONENTS OF ASPHALT CONCRETE Study Question Answers 1. A method of classification used to determine the performance properties of binder is: D. performance grading 2.
More information12/9/14. HMA Mix Design. Asphalt Mix Design. Volumetrics. HMA Mix Characteristics
Construction of Quality Hot Mix Asphalt Pavements - 1 Day Course HMA Mix Design Smooth Quite Ride Asphalt Mix Design Greg Harder, P.E. Asphalt Institute Regional Engineer Tully, NY Strength/ Stability
More informationAsphalt Concrete Properties
Marshall Mix Design Asphalt Concrete Properties Stability Workability Skid Resistance Durability Stripping Fatigue Cracking Thermal Cracking Bleeding CIVL 3137 2 Stability The ability to withstand traffic
More informationSECTION 329 PLANT MIXED SEAL COAT CONSTRUCTION
SECTION 329 PLANT MIXED SEAL COAT CONSTRUCTION 329.1 GENERAL: Plant mixed seal coat (PMSC) construction shall be used as directed by the ENGINEER and consist of proportioning, mixing in a central plant,
More informationINDIANA. So how do you make hot mix asphalt? Basics of HMA Pavement Performance. Basics of a Good Road Hot Mix Asphalt Pavement Materials Selection
Basics of a Good Road Hot Mix Asphalt Pavement Materials Selection Presented at 2004 Road School By M. Dudley Bonte March 10, 2004 Basics of HMA Pavement Performance Appropriate Specifications Adequate
More informationMICHIGAN DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION FOR SUPERPAVE HMA MIXTURES. C&T:CJB 1 of 5 C&T:APPR:SJP:DBP: FHWA:APPR:
MICHIGAN DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION FOR SUPERPAVE HMA MIXTURES C&T:CJB 1 of 5 C&T:APPR:SJP:DBP:10-03-07 FHWA:APPR:10-05-07 a. Description. This work shall consist of furnishing a HMA
More informationSTATE OF OHIO DEPARTMENT OF TRANSPORTATION SUPPLEMENTAL SPECIFICATION 874 ULTRATHINBONDED ASPHALT CONCRETE. April 20, 2007
STATE OF OHIO DEPARTMENT OF TRANSPORTATION SUPPLEMENTAL SPECIFICATION 874 ULTRATHINBONDED ASPHALT CONCRETE April 20, 2007 874.01 Description 874.02 Materials 874.03 Composition 874.04 Equipment 874.05
More information100 Aggregate Size Definitions Nominal Maximum Agg ggreg re ate Size one size larger than the first sieve to retain more than 10% Maximum
Caltrans HMA Type C High Stability Intersection Desert Greg Vinson Vulcan Materials Presentation Overview Terms Design Applications Resources 1 Terms HMA Type C mix that has a higher Stability value than
More informationHot Mix Testing Recertification. Quality Control / Quality Assurance
Hot Mix Testing Recertification Quality Control / Quality Assurance DOT Employee Timesheet Information Charge to Office Overhead AFE- 71B5 Function- 1174 **IMPORTANT** Recertification is only for individuals
More informationTex-204-F, Design of Bituminous Mixtures
Overview Effective: August 1999 August 2000. Use this procedure to determine the proper proportions of approved aggregates and asphalt which, when combined, will produce a mixture that will satisfy the
More informationAggregate Specifications
Qualified Aggregate Technician Kentucky Specifications Aggregate Specifications State, FHWA, FAA, Contractor Kentucky Transportation Cabinet 107 Aggregate Size Designations Nominal Maximum Size The largest
More informationCHAPTER 2: HOT MIX DESIGN
CHAPTER 2: HOT MIX DESIGN Premix - Materials Aggregate Gradation Distribution of particle sizes expressed as a percentage of total weight (total % passing various sieve sizes) Determined by sieve analysis
More informationComparison of 19 mm Superpave and Marshall Base II Mixes in West Virginia. John P. Zaniewski, Ph.D. Vasavi Kanneganti
Comparison of 19 mm Superpave and Marshall Base II Mixes in West Virginia John P. Zaniewski, Ph.D. Vasavi Kanneganti Asphalt Technology Program Department of Civil and Environmental Engineering Morgantown,
More informationMODOT Field Office UPDATE
MODOT Field Office UPDATE Brett Trautman, P. E. Physical Laboratory Director Construction & Materials Div. 2015 MAPA Annual Conference Columbia, MO January 14, 2015 Roadmap 1) Seal Coat Changes 2) UBAWS
More informationSUPERPAVE FACT SHEET
WASHINGTON STATE DEPARTMENT OF TRANSPORTATION December 2003 SUPERPAVE FACT SHEET stands for SUperior PERforming asphalt PAVEment and is the result of a Strategic Highway Research Program (SHRP) initiative
More informationMETHOD OF TEST FOR DETERMINATION OF V.M.A. IN COMPACTED BITUMINOUS MIXTURES
Laboratory Testing Manual Date: 96 05 01 Page 1 of 6 METHOD OF TEST FOR DETERMINATION OF V.M.A. IN COMPACTED BITUMINOUS MIXTURES 1. SCOPE 1.1 This method covers the calculations required to determine the
More informationSeattle Public Utilities Materials Laboratory
in Seattle, Washington, USA has demonstrated proficiency for the testing of construction materials and has conformed to the requirements established in AASHTO R 18 and the AASHTO Accreditation policies
More informationSECTION 116 ASPHALT CONCRETE
SECTION 116 ASPHALT CONCRETE 116.1 GENERAL: Asphalt concrete shall consist of a mixture of asphalt binder, aggregates, mineral filler and admixtures, proportioned as required, batched and delivered as
More informationSuperpave Design Guidelines for Using Hot-Mix Recycled Asphalt Pavement and Recycled Asphalt Shingles
APPENDIX H Superpave Design Guidelines for Using Hot-Mix Recycled Asphalt Pavement and Recycled Asphalt Shingles Recycling Hot-Mix Asphalt and Recycling Manufacturer Waste Asphalt Roofing Shingles General
More informationHot Mix Testing Recertification. Quality Control / Quality Assurance
Hot Mix Testing Recertification Quality Control / Quality Assurance DOT Employee Timesheet Information Charge to Office Overhead AFE- 71B5 Function- 1174 **IMPORTANT** Recertification is only for individuals
More informationNCAT Report MOISTURE RESISTANCE OF SULFUR-MODIFIED WARM MIX. Nam Tran Adam J. Taylor. August 2011
NCAT Report 11-07 MOISTURE RESISTANCE OF SULFUR-MODIFIED WARM MIX By Nam Tran Adam J. Taylor August 2011 MOISTURE RESISTANCE OF SULFUR-MODIFIED WARM MIX By Nam Tran, Ph.D., P.E. Adam J. Taylor National
More informationROARING FORK & EAGLE VALLEY (RFEV) SECTION 4 ASPHALT MIXTURE REQUIRMENTS
ROARING FORK & EAGLE VALLEY (RFEV) SECTION 4 ASPHALT MIXTURE REQUIRMENTS DEFINITION OF TERMS Wherever the following abbreviations are used in the specifications or other Contract documents, the intent
More informationOverview. Mix Design with High RAP Contents SEAUPG 2010 ANNUAL CONFERENCE OKLAHOMA CITY, OK. December 7, 2010
Overview High RAP Content Mix Design Southeast Asphalt User Producer Group OKC, Status of NCHRP 9 46 Preliminary Recommendations High RAP Mixes on the NCAT Test Track Mix Design with High RAP Contents
More informationMaking the Grade How Do Municipal Marshall Mixes Fare Under Superpave Specifications?
Making the Grade How Do Municipal Marshall Mixes Fare Under Superpave Specifications? Stephen N. Goodman, M.Eng., P.Eng. Senior Pavement Engineer City of Ottawa Right of Way Management Division Infrastructure
More informationEVALUATION OF TEST METHODS FOR DETERMINATION OF AGGREGATE SPECIFIC GRAVITY
EVALUATION OF TEST METHODS FOR DETERMINATION OF AGGREGATE SPECIFIC GRAVITY Final Report by Stephen A. Cross, P.E. Associate Professor Oklahoma State University and Msengi K. Mgonella Graduate Research
More informationClassroom Instructors: Mitch Forst (MF), Larry Shively (LS), Cliff Ursich (CU), Dave Powers (DP).
FLEXIBLE PAVEMENTS OF OHIO 2015 COMPREHENSIVE ASPHALT MIX DESIGN SCHOOL February 9-13, 2015 Columbus, Ohio ODOT Office of Materials Management, 1600 W. Broad St. Classroom Instructors: Mitch Forst (MF),
More informationReclaimed Asphalt Pavement (RAP)
Reclaimed Asphalt Pavement (RAP) 1 What is RAP An asphalt material removed from the road that is intended to be reused on the roadway. RAP could be used as base course material, shouldering material, and
More informationSUPERPAVE. SUperior PERforming Asphalt PAVEments. History of Hveem Mix Design
SUPERPAVE SUperior PERforming Asphalt PAVEments History of Hveem Mix Design Hveem mix design was created by Francis Hveem in the 1920 s Basic premise of the design methodology is to coat each aggregate
More informationSUPERPAVE. SUperior PERforming Asphalt PAVEments. History of Hveem Mix Design
SUPERPAVE SUperior PERforming Asphalt PAVEments History of Hveem Mix Design Hveem mix design was created by Francis Hveem in the 1920 s Basic premise of the design methodology is to coat each aggregate
More informationNCAT Report 17-03R EFFECT OF FLAT AND ELONGATED AGGREGATE ON STONE MATRIX ASPHALT PERFORMANCE. By Donald E. Watson Grant Julian
NCAT Report 17-03R EFFECT OF FLAT AND ELONGATED AGGREGATE ON STONE MATRIX ASPHALT PERFORMANCE By Donald E. Watson Grant Julian April 2017 (Revised July 2017) i EFFECT OF FLAT AND ELONGATED AGGREGATE ON
More informationImpacts of WMA additives on rutting resistance and moisture susceptibility
University of Iowa Iowa Research Online Theses and Dissertations Spring 2012 Impacts of WMA additives on rutting resistance and moisture susceptibility Thomas Glueckert University of Iowa Copyright 2012
More informationOKLAHOMA DEPARTMENT OF TRANSPORTATION SPECIAL PROVISIONS FOR PLANT MIX BITUMINOUS BASES AND SURFACES
708-3(a-g) 99 OKLAHOMA DEPARTMENT OF TRANSPORTATION SPECIAL PROVISIONS FOR PLANT MIX BITUMINOUS BASES AND SURFACES These Special Provisions revise, amend and where in conflict, supersede applicable sections
More informationComparison of Length Changes, Flexural Strengths and Compressive Strengths. Between Concrete Made with Rounded Gravel
OHIO DEPARTMENT OF TRANSPORTATION OFFICE OF MATERIALS MANAGEMENT CEMENT & CONCRETE SECTION Comparison of Length Changes, Flexural Strengths and Compressive Strengths Between Concrete Made with Rounded
More informationMaterials for Civil and Construction Engineers
Materials for Civil and Construction Engineers CHAPTER 9 Asphalt Binders and Asphalt Mixtures Bituminous Materials Asphalt Natural or Refined from petroleum oil Tar Asphalt Cement Cutback Emulsion 2 Source
More informationDESIGN OF BITUMINOUS MIXTURES
Test Procedure for DESIGN OF BITUMINOUS MIXTURES TxDOT Designation: Tex-204-F Effective Date: August 2016 1. SCOPE 1.1 Use the methods in this procedure to determine the proper proportions of approved
More informationChapter Eight. Minnesota Mix Specifications, Methods & Quality Control
Minnesota Mix Specifications, Methods & Quality Control Minnesota Mix Specifications, Methods & Quality Control This chapter of the Design Guide has been prepared to assist persons associated with designing
More informationA Study On Marshall Stability Properties Of Warm Mix Asphalt Using Zycotherm A Chemical Additive
A Study On Marshall Stability Properties Of Warm Mix Asphalt Using Zycotherm A Chemical Additive Rohith N.*, J.Ranjitha + *P.G. Scholar, Highway Technology, DSCE, Bangalore + Assistant Professor, Dept.
More informationProvide graded aggregate for use in bituminous mixtures.
S-1 (3139) GRADED AGGREGATE FOR BITUMINOUS MIXTURES (2012 Version) Always used this write-up with SP2005-135.1 (ULTRATHIN BONDED WEARING COURSE (UTBWC)) and SP2005-1 (PLANT MIXED ASPHALT PAVEMENT). Use
More informationDetermination of the acceptable range of mixing and compaction temperatures for modified asphalt mixture with styrene butadine styrene (SBS)
International Journal of Current Engineering and Technology E-ISSN 2277 4106, P-ISSN 2347 5 2017 INPRESSCO, All Rights Reserved Available at http://inpressco.com/category/ijcet Research Article Determination
More informationPAVETEX Engineering, LLC
in El Paso, Texas, USA has demonstrated proficiency for the testing of construction materials and has conformed to the requirements established in AASHTO R 18 and the AASHTO Accreditation policies established
More informationDESIGNING, PRODUCING, AND CONSTRUCTING FINE-GRADED HOT MIX ASPHALT ON ILLINOIS ROADWAYS
CIVIL ENGINEERING STUDIES Illinois Center for Transportation Series No. 15-009 UILU-ENG-2015-2010 ISSN: 0197-9191 DESIGNING, PRODUCING, AND CONSTRUCTING FINE-GRADED HOT MIX ASPHALT ON ILLINOIS ROADWAYS
More informationTopics. Let s talk about. Hot Mix Asphalt Materials and Mix Design. Traffic Loading (ESALs) Definitions 7/6/2010
Topics WisDOT/WAPA Asphalt Pavement Project Manager Training June 2010 HMA Materials and Mix Design HMA Plant Overview Hauling, Laydown and Compaction Quality Management Program Overlay Applications and
More informationHMA Economics 101. Bailey Method for Achieving Volumetrics and HMA Compactability ASPHALT INSTITUTE
HMA Economics 101 Bailey Method for Achieving Volumetrics and HMA Compactability Aggregate Blending Where do you start? Trial and Error? Specification Bands Coarse Medium Fine Which blend is best? How
More information2501 PART V SECTION 2501 PART V
SECTION 2501 PART V 2501.1 GENERAL In order to properly monitor materials on a project, follow all applicable procedures as outlined in the KDOT Construction Manual, Part V. This includes, but is not limited
More informationDIVISION 2500 MISCELLANEOUS METHODS OF TEST
TABLE OF CONTENTS DIVISION 2500 MISCELLANEOUS METHODS OF TEST SECTION 2501 PART V... 2500-1 PAGE i SECTION 2501 PART V 2501.1 GENERAL In order to properly monitor materials on a project, follow all applicable
More informationAcceptance Testing and Variability Impacts on Construction Operation
Acceptance Testing and Variability Impacts on Construction Operation ISAP June 4, 2014 Raleigh, North Carolina Jon Epps Texas A&M Transportation Institute Texas A&M University 1 Introduction Areas of Concern
More informationUsing RAP in the Superpave Mix Design System
Using RAP in the Superpave Mix Design System Mike Anderson, Asphalt Institute CUPGA 2005 Victoria, BC November 6, 2005 Acknowledgments Becky McDaniel, Purdue University Principal Investigator, NCHRP 9-12
More informationMIX DESIGN SCHOOL DAY 1. Time Topic Presenter
DAY 1 1:00 Welcome (PP) History and Background of Superpave Program SHRP History Selection of Materials Aggregate Testing Performance grading of binders Gyratory method of compaction vs marshall method
More informationStandard Test Procedures Manual
STP 204-15 Standard Test Procedures Manual 1. SCOPE 1.1 Description Of Test This method determines the stripping potential of asphalt cement from aggregate in asphalt concrete mixtures compacted by the
More informationGeoTesting Express, Inc.
in Acton, Massachusetts, USA has demonstrated proficiency for the testing of construction materials and has conformed to the requirements established in AASHTO R 18 and the AASHTO Accreditation policies
More informationUpdate on WMA Lab Foaming Research. Ala R. Abbas, Ph.D. Ayman W. Ali, M.Sc. Department of Civil Engineering The University of Akron
Update on WMA Lab Foaming Research Ala R. Abbas, Ph.D. Ayman W. Ali, M.Sc. Department of Civil Engineering The University of Akron 1 Outline Acknowledgment Background Objectives of the Study Material Description
More informationSECTION 402 PLANT MIX BITUMINOUS SURFACE LEVELING
SECTION 402 PLANT MIX BITUMINOUS SURFACE LEVELING 402.1 Description. This work shall consist of placing, spreading and compacting a bituminous mixture as shown on the plans or as directed by the engineer.
More informationConstructing and teaching a new asphalt laboratory for the engineering department at the University of Tennessee at Martin
Constructing and teaching a new asphalt laboratory for the engineering department at the University of Tennessee at Martin Mohammad Obadat 1 Abstract Exposing undergraduate civil engineering students in
More informationUpdate on PennDOT Bulletin 27
Update on PennDOT Bulletin 27 2018 PennDOT/NECEPT Bituminous Plant Technician Annual Update/Refresher Course Update on PennDOT Bulletin 27 Outline Bulletin 27, 2003 Edition, Changes AASHTO Standards, Significant
More informationImportance of identifying trends. Help identify erroneous test results. Quality of pavement Encourage paying attention to test results.
Importance of identifying trends. Help identify erroneous test results. Quality of pavement Encourage paying attention to test results. What is the end result we are looking for when involved in producing
More informationSCOPE OF ACCREDITATION TO ISO/IEC 17025:2005
SCOPE OF ACCREDITATION TO ISO/IEC 17025:2005 PROFESSIONAL SERVICE INDUSTRIES, INC. 3011 South Huson Street, Suite A Tacoma, WA 98409 Eric Allen Phone: 253 589 1804 Valid To: December 31, 2019 Certificate
More informationWestern Canada Pavement Workshop February 1, 2011 PAVING MATERIALS. Past, Present and Future. Gerry Huber Heritage Research Group Indianapolis, IN
PAVING MATERIALS Western Canada Pavement Workshop February 1, 2011 Past, Present and Future Gerry Huber Heritage Research Group Indianapolis, IN 1890 E.G. Love Engineering and Building Record Articles
More informationMICHIGAN DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION FOR FURNISHING AND PLACING MARSHALL HOT MIX ASPHALT MIXTURE (WITH SAMPLING BEHIND THE PAVER)
MICHIGAN DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION FOR FURNISHING AND PLACING MARSHALL HOT MIX ASPHALT MIXTURE (WITH SAMPLING BEHIND THE PAVER) CFS:JWB 1 of 9 APPR:KPK:CJB:11-02-15 FHWA:APPR:11-02-15
More informationSECTION 328 QUIET ASPHALT CONCRETE PAVEMENT
328.1 GENERAL: Quiet asphalt concrete (QAC) pavement shall consist of proportioning, mixing in a central plant, aggregate, bituminous materials, admixtures as required, transporting, placing, and compaction,
More informationFHWA-Western Federal Lands Highway Division
in Vancouver, Washington, USA has demonstrated proficiency for the testing of construction materials and has conformed to the requirements established in AASHTO R 18 and the AASHTO Accreditation policies
More informationHigh Air Void Designed Mixes: Update. Rebecca McDaniel Missouri Asphalt Conference 11/28/17
High Air Void Designed Mixes: Update Rebecca McDaniel Missouri Asphalt Conference 11/28/17 Perception Dry Mixes Various Approaches Minimum binder contents Changing Ndesign Lowering design air voids Others
More informationCOMPARISON OF MARSHALL AND SUPERPAVE DESIGN METHODS, EVALUATION OF WHEEL TRACKING TEST OF ASPHALT MIXTURES DESIGNED BY BOTH METHODS
250 COMPARISON OF MARSHALL AND SUPERPAVE DESIGN METHODS, EVALUATION OF WHEEL TRACKING TEST OF ASPHALT MIXTURES DESIGNED BY BOTH METHODS Dipl. Ing. Dr. techn. Michal Varaus Brno University of Technology,
More informationGood Performing RAP/RAS mixes. Brian Prowell, PhD, PE
Good Performing RAP/RAS mixes Brian Prowell, PhD, PE 1997 Virginia Asphalt Association Survey: What determines % of RAP used? 10% of producers said specification limits set by VDOT (20% surface, 25% base).
More informationGeotechnical and Structures Laboratory
ERDC/GSL TR-14-17 Evaluating the Superpave Option in Unified Facilities Guide Specification 32-12-15.13, Hot Mix Asphalt Airfield Paving John F. Rushing, Timothy J. McCaffrey, and Lance C. Warnock June
More informationCERTIFICATE OF ACCREDITATION
CERTIFICATE OF ACCREDITATION In terms of section 22(2) (b) of the Accreditation for Conformity Assessment, Calibration and Good Laboratory Practice Act, 2006 (Act 19 of 2006), read with sections 23(1),
More informationPermeable Friction Course (PFC) Mixtures are Different!
Permeable Friction Course (PFC) Mixtures are Different! 36 th Rocky Mountain Asphalt Conference and Equipment Show 1 st Annual Flexible Pavement Research Symposium Amy Epps Martin, Allex E. Alvarez February
More informationFAA s Mixture Specifications
FAA s Mixture Specifications - Revised P-401 (and P-403) - New P-601 (Fuel Resistant Mix) For SEAUPG, Nov 2014 By Mark Buncher 1 Univ. of KY. 2012 National Champs! F-18 Shockwave at Mach-1 Back to Airfield
More informationMix Optimization Fundamentals W ORLD OF A SPHALT N ASHVILLE, TENNESSEE M ARCH 24, 2016 S HANE B UCHANAN, OLDCASTLE M ATERIALS
Mix Optimization Fundamentals W ORLD OF A SPHALT N ASHVILLE, TENNESSEE M ARCH 24, 2016 S HANE B UCHANAN, OLDCASTLE M ATERIALS Session Focus and Discussion Items Importance of mix optimization Mix optimization
More informationDesigning Open-Graded Mixes
Designing Open-Graded Mixes Open Graded Mixes Designed to allow water to flow through the mix (rapidly) Porous Friction Course (PFC) or open-graded friction course Porous European Mix - coarser PFC used
More informationKANSAS DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION TO THE STANDARD SPECIFICATIONS, EDITION 2007
Sheet 1 of 8 KANSAS DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION TO THE STANDARD SPECIFICATIONS, EDITION 2007 Add a new SECTION to DIVISION 600: HMA BASE (REFLECTIVE CRACK INTERLAYER (RCI)) 1.0 DESCRIPTION
More informationPOROUS PAVEMENTS. - Advantage Asphalt - APWA Spring Conference April 2016
POROUS PAVEMENTS - Advantage Asphalt - APWA Spring Conference April 2016 John Hickey, P.E., Esq. Executive Director Asphalt Pavement Association of Oregon Surface Selection and Disaster Preparedness Factors
More information