DETAILS OF LABORATORY TESTS CONDUCTED IN THE MONTH OF APRIL 2013
|
|
- Dennis Fisher
- 5 years ago
- Views:
Transcription
1 DETAILS OF LABORATORY TESTS CONDUCTED IN THE MONTH OF APRIL 2013 Sl. No. Description of Test Kind of Test Total No. of tests conducted till No. of Tests conducted in the month of Total No. of tests conducted till Completed Passed Failed Completed Passed Failed Completed Passed Failed 1 Atterberg's Limit Sieve Analysis Ground Supporting 3 Proctor Test Embankment 4 Free Swelling Index Field Density Atterberg's Limit Suitability test for existing Sieve Analysis cutting material for use in Proctor Test subgrage & embankment Free Swelling Index CBR ( for Sub Grade ) Atterberg's Limit Suitability test for existing Sieve Analysis shoulder material for use in Proctor Test subgrage & embankment Free Swelling Index CBR Testing of Existing subgrade Material Atterberg's Limit Sieve Analysis Testing of Existing subgrade Proctor Test Material Free Swelling Index CBR Atterberg's Limit Sieve Analysis Borrow Material Testing for use 23 Proctor Test in embankment, subgrade, 24 Free Swelling Index shoulber & RE Wall filling 25 Direct Shear test CBR ( for Sub Grade ) Field Density ( Embankment ) embankment,subgrade,shoulder Field Density ( subgrade) & RE wall area Field Density ( shoulder ) Field Density ( RE Wall) Atterberg's Limit Sieve Analysis Proctor Test GSB CBR % Fines Value Water Absorption Field Density Sieve Analysis Wet Mix Macadam Proctor Test Atterberg's Limit Aggregate Impact Value Comb. Flakiness Elongation Wet Mix Macadam 43 Water Absorption Field Density Viscosity Prime Coat 600 micron retained test Rate of Application Viscosity Bituminous Emulsified Tack micron retained test Coat Materials 50 Rate of Application Penetration Grade at 25ºC Bitumen Softening Point Viscocity Aggregate Impact Value Comb. Flakiness & Elongation stripping Value Aggregate For Bituminous Mix ( 57 Water Absorption DBM & BC ) Remarks
2 DBM & BC ) 58 Soundness Sand Equivalant Hot Bin Sample Grading ( set ) Binder Content Grading Marshall Density Marshall Stability Flow Field Core Density Binder Content Grading Marshall Density Bituminous Concrete (BC) 70 Marshall Stability Flow Field Core Density Fineness of Cement Consistency of Cement Cement Time of Setting days Compressieve Strength days Compressieve Strength Sieve Analysis of CA Sieve Analysis of FA Concrete Works 80 Flakiness Index Aggregate Impact Value days Compressieve Strength Compressive Strenth Test days Compressieve Strength Penitration Test CRMB Softening Point Test Elastic Recovery test CRMB Separation Penitration Test Softening Point Test Elastic Recovery test Separation Atterberg's Limit Sieve Analysis Ground Supporting 94 Proctor Test Embankment 95 Free Swelling Index Field Density Atterberg's Limit Suitability test for existing Sieve Analysis cutting material for use in Proctor Test subgrage & embankment Free Swelling Index CBR ( for Sub Grade ) Atterberg's Limit Suitability test for existing Sieve Analysis shoulder material for use in Proctor Test subgrage & embankment Free Swelling Index CBR Testing of Existing subgrade Atterberg's Limit Material Sieve Analysis Proctor Test Testing of Existing subgrade 110 Free Swelling Index Material 111 CBR Atterberg's Limit Sieve Analysis Borrow Material Testing for use 114 Proctor Test in embankment, subgrade, 115 Free Swelling Index shoulber & RE Wall filling 116 Direct Shear test CBR ( for Sub Grade ) Field Density ( Embankment )
3 119 embankment,subgrade,shoulder Field Density ( subgrade) & RE wall area Field Density ( shoulder ) Field Density ( RE Wall) Atterberg's Limit Sieve Analysis Proctor Test GSB CBR % Fines Value Water Absorption Field Density Sieve Analysis Proctor Test Wet Mix Macadam 131 Atterberg's Limit Aggregate Impact Value Comb. Flakiness Elongation Wet Mix Macadam Water Absorption Field Density Viscosity Prime Coat 600 micron retained test Rate of Application Viscosity Bituminous Emulsified Tack micron retained test Coat Materials 141 Rate of Application Penetration Grade at 25ºC Bitumen Softening Point Viscocity Aggregate Impact Value Comb. Flakiness & Elongation stripping Value Aggregate For Bituminous Mix ( 148 Water Absorption DBM & BC ) 149 Soundness Sand Equavalant Hot Bin Sample Grading ( set ) Binder Content Grading Marshall Density Marshall Stability Flow Field Core Density
4 158 Binder Content Grading Marshall Density Bituminous Concrete (BC) 161 Marshall Stability Flow Field Core Density Fineness of Cement Consistency of Cement Cement Time of Setting days Compressieve Strength days Compressieve Strength Sieve Analysis of CA Sieve Analysis of FA Concrete Works 171 Flakiness Index Aggregate Impact Value days Compressieve Strength Compressive Strenth Test days Compressieve Strength Penitration Test Softening Point Test CRMB Elastic Recovery test Separation Penitration Test Softening Point Test Elastic Recovery test Separation Atterberg's Limit Sieve Analysis Ground Supporting 185 Proctor Test Embankment 186 Free Swelling Index Field Density Atterberg's Limit Suitability test for existing Sieve Analysis cutting material for use in Proctor Test subgrage & embankment Free Swelling Index CBR ( for Sub Grade ) Atterberg's Limit Suitability test for existing Sieve Analysis shoulder material for use in Proctor Test subgrage & embankment Free Swelling Index CBR Testing of Existing subgrade Atterberg's Limit Material Sieve Analysis Proctor Test Testing of Existing subgrade 201 Free Swelling Index Material 202 CBR Atterberg's Limit Sieve Analysis Borrow Material Testing for use 205 Proctor Test in embankment, subgrade, 206 Free Swelling Index shoulber & RE Wall filling 207 Direct Shear test CBR ( for Sub Grade ) Field Density ( Embankment ) embankment,subgrade,shoulder Field Density ( subgrade) & RE wall area Field Density ( shoulder ) Field Density ( RE Wall) Atterberg's Limit Sieve Analysis Proctor Test GSB CBR % Fines Value Water Absorption
5 219 Field Density Sieve Analysis Wet Mix Macadam Proctor Test Atterberg's Limit Aggregate Impact Value Comb. Flakiness Elongation Wet Mix Macadam 225 Water Absorption Field Density Viscosity Prime Coat 600 micron retained test Rate of Application Viscosity Bituminous Emulsified Tack micron retained test Coat Materials 232 Rate of Application Penetration Grade at 25ºC Bitumen Softening Point Viscocity Aggregate Impact Value Comb. Flakiness & Elongation stripping Value Aggregate For Bituminous Mix ( 239 Water Absorption DBM & BC ) 240 Soundness Sand Equavalant Hot Bin Sample Grading ( set )
6 243 Binder Content Grading Marshall Density Marshall Stability Flow Field Core Density Binder Content Grading Marshall Density Bituminous Concrete (BC) 252 Marshall Stability Flow Field Core Density Fineness of Cement Consistency of Cement Cement Time of Setting days Compressieve Strength days Compressieve Strength Sieve Analysis of CA Sieve Analysis of FA Concrete Works 262 Flakiness Index Aggregate Impact Value days Compressieve Strength Compressive Strenth Test days Compressieve Strength CRMB -60 Penitration Test Softening Point Test CRMB 60 Elastic Recovery test Separation Penitration Test Softening Point Test Elastic Recovery test Separation
Total No. of tests conducted till October'13
Sl. No. Description of Test Kind of Test October'13 No. of Tests conducted in the month of Completed Passed Failed Completed Passed Failed Completed Passed Failed 1 Atterberg's Limit 254 254 0 0 0 0 254
More informationMONTHLY PROGRESS REPORT FOR THE MONTH OF APRIL ( SEC - A & SEC - B) Specifica tions
Client Independent Engineer Concessionaire EPC Contractor Sub Contractor Sl No. 1 EARTH WORK : OGL : NATIONAL HIGHWAYS AUTHORITY OF INDIA : CDM SMITH Inc JV with WILBUR SMITH ASSOCIATES Pvt Ltd. : HK TOLL
More informationNHBRA SOIL LABORATORY SECTION INTERIM REVISED TEST RATES FOR THE MATERIALS LABORATORY
NHBRA SOIL LABORATORY SECTION INTERIM REVISED TEST RATES FOR THE MATERIALS LABORATORY DATE OF REVISION: ) 10th October 2010 S/N TEST DESCRIPTION UNIT RATE REMARKS 1 Sieve Analysis (wet and dry methods
More informationInfluence of Aggregate Flakiness on Dense Bituminous Macadam & Semi Dense Bituminous Concrete Mixes
INDIAN GEOTECHNICAL SOCIETY CHENNAI CHAPTER Influence of Aggregate Flakiness on Dense Bituminous Macadam & Semi Dense Bituminous Concrete Mixes D. Sakthibalan 1 ABSTRACT: The physical properties of coarse
More informationNOTTINGHAM DESIGN METHOD
NOTTINGHAM DESIGN METHOD Dr Andrew Collop Reader in Civil Engineering University of Nottingham CONTENTS Introduction Traffic Design temperatures Material properties Allowable strains Asphalt thickness
More informationInfluence of Crushing Size of the Aggregates on Dense Bituminous Mix and Experimental Study on Mechanical Properties
Influence of Crushing Size of the Aggregates on Dense Bituminous Mix and Experimental Study on Mechanical Properties Assistant Professor, Gogte Institute of Technology. Belagavi ABSTRACT The aggregate
More informationAggregates. AAPA training
Aggregates AAPA training Topics Aggregate sources and rock types Aggregate Production Aggregate Properties Coarse and fine aggregates in Asphalt Mixes Aggregates in Sprayed Seals Filler in asphalt mixes
More informationNano Scale Organosilane Asphalt Applications
Nano Scale Organosilane Asphalt Applications Virginia Asphalt Association 2018 Bryan Atkins H.T.A.S. Doug Zuberer Zydex Industries Organosilane Chemistry Developed over 50 years ago by Dow Corning for
More informationA STUDY ON THE INFLUENCE OF SHAPE OF COARSE AGGREGATES ON STRENGTH OF DENSE BITUMINOUS MACADAM
217 IJRTI Volume 2, Issue 9 ISSN: 2456-3315 A STUDY ON TH INFLUNC OF SHAP OF COARS AGGRGATS ON STRNGTH OF DNS BITUMINOUS MACADAM 1 Mr. Sumanth S, 2 Mr.Suhas R, 3 Dr.S.P.Mahendra 1 PG Student, 2 Assistant
More informationMar 1, 2018 LAB MANUAL INDEX 1. Table of Contents Laboratory Testing Methods Reducing Aggregate Field Samples to Testing Size (Ver.
Mar 1, 2018 LAB MANUAL INDEX 1 Table of Contents Laboratory Testing Methods 1000 Standard Practices (Ver. Sep 23, 2014) 1001 Receiving and Identifying Samples (Ver. Mar 1, 2018) 1002 Reducing Aggregate
More informationConstruction aggregates : evaluation and specification Clive Mitchell Industrial Minerals Specialist
Construction aggregates : evaluation and specification Clive Mitchell Industrial Minerals Specialist Outline of presentation Minerals at the British Geological Survey Particle size, shape & density Strength
More informationDESIGN OF ULTRA-THIN BONDED HOT MIX WEARING COURSE (UTBHMWC) MIXTURES
Test Procedure for DESIGN OF ULTRA-THIN BONDED HOT MIX WEARING COURSE TxDOT Designation: Tex-247-F Effective Date: August 2008 August 2016. 1. SCOPE 1.1 This test method determines the proper proportions
More informationCALCULATIONS FOR THE MARSHALL MIX DESIGN OF BITUMINOUS MIXTURES
5.10.4. CALCULATIONS FOR THE MARSHALL MIX DESIN OF BITUMINOUS MIXTURES 1. Scope. This method covers the formulas used to compute the various values used in the Marshall Mix Design of % virgin aggregate
More informationInfluence of Variation in the Aggregate Gradation Range on Mix Design Properties of Bituminous Concrete (BC) Mixes used as Wearing Course
Influence of Variation in the Gradation Range on Mix Design Properties of Bituminous Concrete (BC) Mixes used as Wearing Course Arijit Kumar Banerji,Antu Das, Arobinda Mondal 3, Rahul Biswas 4, Md. Obaidullah
More informationModified Dry Mixing (MDM) a new possibility in Deep Mixing
Modified Dry Mixing (MDM) a new possibility in Deep Mixing Hercules Geo-Trans 2004 1 Structure of presentation 1. The MDM process 2. The MDM system new possibilities 3. Major advantages 4. Field tests
More informationFlexible Pavement Design
Flexible Pavement Design The Mechanistic-Empirical Way Presented by: Keith D. Herbold, P.E. 1 Presentation Outline What s new in flexible design Example of new design Differences Capabilities Tests and
More informationProf. B V S Viswanadham, Department of Civil Engineering, IIT Bombay
06 Index properties Review Clay particle-water interaction Identification of clay minerals Sedimentation analysis Hydrometer analysis 0.995 20-40 Hydrometer is a device which is used to measure the specific
More informationDesign of Overlay for Flexible Pavement
Design of Overlay for Flexible Pavement Types of Overlays Asphalt overlay over asphalt pavements Asphalt overlays on CC pavements CC overlays on asphalt pavements CC overlays on CC pavements Steps in Design
More informationChapter I Basic Characteristics of Soils
Chapter I Basic Characteristics of Soils Outline 1. The Nature of Soils (section 1.1 Craig) 2. Soil Texture (section 1.1 Craig) 3. Grain Size and Grain Size Distribution (section 1.2 Craig) 4. Particle
More informationKDOT Geotechnical Manual Edition. Table of Contents
KDOT Geotechnical Manual 2007 Edition The KDOT Geotechnical Manual is available two volumes. Both volumes are very large electronic (pdf) files which may take several minutes to download. The table of
More informationMechanistic Investigation of Granular Base and Subbase Materials A Saskatchewan Case Study
Mechanistic Investigation of Granular Base and Subbase Materials A Saskatchewan Case Study Curtis Berthelot, P. Eng. Department of Civil and Geological Engineering University of Saskatchewan 57 Campus
More informationMalaysian Journal of Civil Engineering 29(3): (2017)
Malaysian Journal of Civil Engineering 29(3):307-319 (2017) VARIATION OF PAVEMENT DESIGN WITH ENVIRONMENTAL TEMPERATURE VARIATION Swapan Kumar Bagui 1 *, Atasi Das 1,2, Kaushlendra Kumar Verma 1 & Soumadeep
More informationSchedule of Accreditation issued by United Kingdom Accreditation Service 2 Pine Trees, Chertsey Lane, Staines-upon-Thames, TW18 3HR, UK
Unit 4 Heol Aur Dafen Industrial Estate Dafen Carmarthenshire SA14 8QN Contact: Mr P Evans Tel: +44 (0)1554 784040 Fax: +44 (0)1554 784041 E-Mail: pevans@gstl.co.uk Website: www.gstl.co.uk locations: Testing
More informationSE-TEST Lab Instruments (I) Pvt. Ltd.
CIVIL & MECHANICAL ENGINEERING LAB EQUIPMENTS E-mail: setestindia@gmail.com Website: www.setestindia.com We Are The Leading Manufacturer, Supplier & Exporter of Civil & Mechanical Engineering Lab Equipments
More informationDry mix design. Lecture Notes in Transportation Systems Engineering. Prof. Tom V. Mathew. 1 Overview 1. 2 Selection of aggregates 1
ry mix design Lecture Notes in Transportation Systems Engineering Prof. Tom V. Mathew Contents 1 Overview 1 2 Selection of aggregates 1 3 Aggregate gradation 2 4 Proportioning of aggregates 2 5 Example
More informationPresented at the 6 th Strassenkonferenz, Budapest 1988
Presented at the 6 th Strassenkonferenz, Budapest 1988 CATIONIC BITUMEN EMULSIONS:- THEORY AND APPLICATIONS A.D. James, D. Stewart, P. Vening Akzo Chemie Ltd., Stationsstraat 48, PO. Box 975, 3800 AZ AMERSFOORT,
More informationEFFECT OF AGGREGATE SHAPE FACTORS ON THE PERFORMANCE OF ASPHALT MIXES
EFFECT OF AGGREGATE SHAPE FACTORS ON THE PERFORMANCE OF ASPHALT MIXES S SANDEEP REDDY 1*, RAGHUVEER NARSINGH 2* 1. M.Tech-Student, Dept. of CE, Vishwabharathi College of Engg, Hyd. 2. Asst. Professor,
More informationAsphalt Mix Designer. Module 2 Physical Properties of Aggregate. Specification Year: July Release 4, July
Specification Year: July 2005 Release 4, July 2005 2-1 The first step in the development of an HMA mix design is to identify the materials that will be used in the pavement. In Florida the asphalt binder
More informationCommonwealth of Pennsylvania PA Test Method No. 709 Department of Transportation October Pages LABORATORY TESTING SECTION. Method of Test for
Commonwealth of Pennsylvania PA Test Method No. 709 Department of Transportation 15 Pages LABORATORY TESTING SECTION Method of Test for EFFECTIVE ASPHALT CONTENT OF BITUMINOUS PAVING MIXTURES 1. SCOPE
More informationExperimental Study on Effect of Gypsum and NaCl in Improvement of Engineering Properties of ClayeySoil
Experimental Study on Effect of Gypsum and NaCl in Improvement of Engineering Properties of ClayeySoil S.Peddaiah #1 K.Suresh #2 # Assistant Professor, Dept. of Civil Engg.CMR College of Engineering &
More informationTikrit University College of Engineering Civil engineering Department
Tikrit University SOIL CLASSIFICATION College of Engineering Civil engineering Department Soil Mechanics 3 rd Class Lecture notes Up Copyrights 2016 Classification of soil is the separation of soil into
More informationSTRUCTURE OF MINERAL SOILS
TITLE 5 SOIL EVALUATOR CERTIFICATION TRAINING SOIL STRUCTURE Prepared for: Commonwealth of Massachusetts Department of Environmental Protection By L.A. Spokas, PhD, Stockbridge School of Agriculture University
More informationSoil Evaluator Day 2, Presentation 4-3/27/2018
TITLE 5 SOIL EVALUATOR CERTIFICATION TRAINING SOIL STRUCTURE Prepared for: Commonwealth of Massachusetts Department of Environmental Protection By L.A. Spokas, PhD, Stockbridge School of Agriculture University
More informationVOL. 2, NO. 11, Dec 2012 ISSN ARPN Journal of Science and Technology All rights reserved.
Factorial Design Approach to Investigate the Effect of Different Factors on the Resilient Modulus of Bituminous Paving Mixes 1 Muhammad Babar Khan, Afaq Khattak, 3 Muhammad Irfan, Sarfraz Ahmed 1 Assistant
More informationAccelerated Loading Evaluation of Base & Sub-base Layers
Accelerated Loading Evaluation of Base & Sub-base Layers Zhong Wu, Ph.D., P.E. Louisiana Transportation Research Center (LTRC) April 2006 What is Accelerated Loading? Accelerated loading refers to Accelerated
More information6.2 Geotechnical Investigation and Construction Material Survey
6.2 Geotechnical Investigation and Construction Material Survey Geological surveys and investigations were conducted to obtain information on the subsurface geological condition required for the preliminary
More informationChapter 2. The Ideal Aggregate. Aggregates
Chapter 2 Aggregates The Ideal Aggregate Strong and resists loads applied Chemically inert so it is not broken down by reactions with substances it comes in contact with Has a stable volume so that it
More informationUnbound Pavement Applications of Excess Foundry System Sands: Subbase/Base Material
Unbound Pavement Applications of Excess Foundry System Sands: Subbase/Base Material Tuncer B. Edil University of Wisconsin-Madison Recycled Materials Resource Center RMRC Participant Job Description Which
More informationLINEAR AND NON-LINEAR VISCOELASTIC BEHAVIOUR OF BINDERS AND ASPHALTS
UNIVERSITY OF NOTTINGHAM SCHOOL OF CIVIL ENGINEERING LINEAR AND NON-LINEAR VISCOELASTIC BEHAVIOUR OF BINDERS AND ASPHALTS By Behzad Rahimzadeh, BSc, MSc, MIAT, MIHT Thesis submitted to the University of
More informationFUNDAMENTALS SOIL MECHANICS. Isao Ishibashi Hemanta Hazarika. >C\ CRC Press J Taylor & Francis Group. Taylor & Francis Group, an Informa business
SOIL MECHANICS FUNDAMENTALS Isao Ishibashi Hemanta Hazarika >C\ CRC Press J Taylor & Francis Group Boca Raton London New York CRC Press is an imprint of the Taylor & Francis Group, an Informa business
More information2008 SEAUPG CONFERENCE-BIRMINGHAM, ALABAMA
Introduction Overview M E E Design Inputs MEPDG Where are we now MEPDG Inputs, Outputs, and Sensitivity Southeast Asphalt User Producer Group Bill Vavrik 19 November 2008 2 Implementation Timeframe DARWin
More informationRheological Properties and Fatigue Resistance of Crumb Rubber Modified Bitumen
Rheological Properties and Fatigue Resistance of Crumb Rubber Modified Bitumen F. Khodary Department of Civil Engineering, Institute of traffic and transport, section of road and pavement engineering,
More informationINNOVATIVE TRIPLE SMA LAYER FOR HEAVY DUTY PAVEMENTS from idea to realisation
INNOVATIVE TRIPLE SMA LAYER FOR HEAVY DUTY PAVEMENTS from idea to realisation Marcin HERING, TPA Sp. z o.o., Poland Paweł Czajkowski, LOTOS Asfalt Sp. z o.o., Poland Igor Ruttmar, TPA Sp. z o.o., Poland
More informationUse of Average Least Dimension in. Surface Dressing. Brian Mulry, Chartered Engineer, PMS Pavement Management Services Ltd.
Use of Average Least Dimension in Surface Dressing Brian Mulry, Chartered Engineer, PMS Pavement Management Services Ltd. 24/09/15 Overview Background to Average Least Dimension Methods for Determining
More informationA Comparative Study of Geological and Engineering Properties of River Borne Aggregates and Quarry Aggregates
A Comparative Study of Geological and Engineering Properties of River Borne Aggregates and Quarry Aggregates Arunav Chakraborty 1, Nabanita Sharma 2 Assistant Professor, Department of Civil Engineering,
More informationSelf-healing of asphalt mixes, containing conductive modified bitumen, using microwave heating
Self-healing of asphalt mixes, containing conductive modified bitumen, using microwave heating Ignacio Pérez 1, a, Yahya Agzenai 2, Javier Pozuelo 2, Javier Sanz 2, Juan Baselga 2, b, Antonio García 1,
More informationGeology 229 Engineering Geology. Lecture 7. Rocks and Concrete as Engineering Material (West, Ch. 6)
Geology 229 Engineering Geology Lecture 7 Rocks and Concrete as Engineering Material (West, Ch. 6) Outline of this Lecture 1. Rock mass properties Weakness planes control rock mass strength; Rock textures;
More informationUpdating Bituminous Stabilized Materials Guidelines: Mix Design Report, Phase II
APPENDIX C Technical Memorandum Updating Bituminous Stabilized Materials Guidelines: Mix Design Report, Phase II Task 3 Correlation of BSM Stiffness Part I AUTHORS: KJ Jenkins LJ Ebels 1. BACKGROUND AND
More informationGeotechnical Properties of Soil
Geotechnical Properties of Soil 1 Soil Texture Particle size, shape and size distribution Coarse-textured (Gravel, Sand) Fine-textured (Silt, Clay) Visibility by the naked eye (0.05 mm is the approximate
More informationMATERIAL MODELS FOR CRUMB RUBBER AND TDA. California State University, Chico
MATERIAL MODELS FOR CRUMB RUBBER AND TDA California State University, Chico Waste Tire Products for CE Applications Whole Tires Tire Shreds (TDA) Crumb Rubber/Tire Buffings Whole Tires TIRE DERIVED AGGREGATE
More informationSEM-2016(01HI CIVIL ENGINEERING. Paper Answer all questions. Question No. 1 does not have internal choice,
Roll No. Candidate should write his/her Roll No. here. Total No. of Questions : 5 No. of Printed Pages : 8 SEM-2016(01HI CIVIL ENGINEERING Paper - 11 Time : 3 Hours ] [ Total Marks : 300 Instructions to
More informationFULL-DEPTH HMA PAVEMENT DESIGN
FULL-DEPTH HMA PAVEMENT DESIGN Marshall R. Thompson Department of Civil Engineering University of Illinois @ U-C FULL-DEPTH HMA FULL QUALITY HMA IDOT & FULL-DEPTH HMA PAVEMENT (FD-HMA) BEFORE 1989 *AASHTO
More informationA Study on Suitability of Crusher Dust Stabilized Red Earth and Gravel as Subgrade and Sub Base Material
SSRG International Journal of Civil Engineering (SSRG-IJCE) volume 5 Issue 4 April 218 A Study on Suitability of Crusher Dust Stabilized Red Earth and Gravel as Subgrade and Sub Base Material Prof. P.V.V.Satyanarayana
More informationComparative Study of Geotechnical Properties of Abia State Lateritic Deposits
IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE) e-issn: 2278-1684,p-ISSN: 2320-334X, Volume 12, Issue 1 Ver. II (Jan- Feb. 2015), PP 77-84 www.iosrjournals.org Comparative Study of Geotechnical
More informationEvaluating Structural Performance of Base/Subbase Materials at the Louisiana Accelerated Pavement Research Facility
Evaluating Structural Performance of Base/Subbase Materials at the Louisiana Accelerated Pavement Research Facility Zhong Wu, Ph.D., P.E. Louisiana Transportation Research Center 2007 Transportation Engineering
More informationMATERIALS CONSIDERED FOR PAVEMENT AND EMBANKMENT DESIGN
THE UNIVERSITY OF BIRMINGHAM MATERIALS CONSIDERED FOR PAVEMENT AND EMBANKMENT DESIGN by MUHAMMAD SHAHJAHAN A Thesis Submitted to The University of Birmingham for the degree of MASTER OF PHILOSOPHY Department
More informationEvaluation of Rutting Depth in Flexible Pavements by Using Finite Element Analysis and Local Empirical Model
American Journal of Engineering and Applied Sciences, 2012, 5 (2), 163-169 ISSN: 1941-7020 2014 Abed and Al-Azzawi, This open access article is distributed under a Creative Commons Attribution (CC-BY)
More informationCE330L Student Lab Manual Mineral Aggregate Properties
Mineral Aggregate Properties Introduction In this lab module several characteristics of aggregates are determined. Tests will be conducted on both coarse and fine aggregates. The results of some of these
More informationEvaluating Structural Performance of Base/Subbase Materials at the Louisiana Accelerated Pavement Research Facility
Evaluating Structural Performance of Base/Subbase Materials at the Louisiana Accelerated Pavement Research Facility Zhong Wu, Ph.D., P.E. Zhongjie Zhang, Bill King Louay Mohammad Outline Background Objectives
More informationACKNOWLEDGMENT OF SPONSORSHIP
ACKNOWLEDGMENT OF SPONSORSHIP This work was sponsored by the American Association of State Highway and Transportation Officials, in cooperation with the Federal Highway Administration, and was conducted
More informationChapter 1 - Soil Mechanics Review Part A
Chapter 1 - Soil Mechanics Review Part A 1.1 Introduction Geotechnical Engineer is concerned with predicting / controlling Failure/Stability Deformations Influence of water (Seepage etc.) Soil behavour
More informationCEEN Laboratory 4 Aggregates for Base Layers, Portland Cement Concrete & Hot Mix Asphalt
CEEN 3320 - Laboratory 4 Aggregates for Base Layers, Portland Cement Concrete & Hot Mix Asphalt INTRODUCTION Civil Engineering projects utilize aggregates for a variety of purposes, including unbound base
More informationInvestigation of Emulsified Asphalts Properties by DSR to Evaluate their Performance
Investigation of Emulsified Asphalts Properties by DSR to Evaluate their Performance Amir Golalipour, Ph.D. Anton Paar USA Delmar Salomon, Ph.D. Pavement Preservation Systems LLC Pacific Coast Conference
More informationLaboratory Study for Comparing Rutting Performance of Limestone and Basalt Superpave Asphalt Mixtures
Laboratory Study for Comparing Rutting Performance of Limestone and Ghazi G. Al-Khateeb 1 ; Taisir S. Khedaywi 2 ; Turki I. Al-Suleiman Obaidat 3 ; and Ahmad Mirwais Najib 4 Abstract: The primary objective
More information2002 Design Guide Preparing for Implementation
2002 Preparing for Implementation By Monte Symons 2003 NCUAPG Annual Meeting Excerpts from the 2002 Guide Implementation Package 2002 Presentation Overview Need for NCHRP 1-37A - Status Guide Basics Asphalt
More informationTABLE 3-7. RECOMMENDED EQUWALENCY FACTOR RANGES FOR STABILIZED SUBBASE. Eauivalencv Factor Range
AC150/5320-6D 7l7l95 C. Stabilized Subbase. Stabilized subbases also offer considerably higher strength to the pavement than P4. Recommended equivalency factors associated with stabilized subbase are presented
More informationASPHALTIC CONCRETE EVALUATION FOR MECHANISTIC PAVEMENT DESIGN
International Journal of Civil Engineering and Technology (IJCIET) Volume 9, Issue 8, August 2018, pp. 513 521, Article ID: IJCIET_09_08_049 Available online at http://www.iaeme.com/ijciet/issues.asp?jtype=ijciet&vtype=9&itype=8
More information5. PAVEMNET MATERIALS - UNBOUND GRANULAR MATERIALS
5. PAVEMNET MATERIALS - UNBOUND GRANULAR MATERIALS 5.1 Introduction Pavement design requires the efficient use of locally available materials if economically constructed roads are to be built. Pavement
More informationUsing Marshall test to assess asphalt-concrete modulus for mixes used in Kuwait
Kuwait J. Sci. Eng. 30 2) pp. 169-182, 2003 Using Marshall test to assess asphalt-concrete modulus for mixes used in Kuwait AHMAD H. AL-JASSAR 1*, ABDULAZIZ M. AL-SHEHAB 2, AREF AL-ZAABI 1 1 Civil Eng.
More information2015 North Dakota Asphalt Conference
2015 North Dakota Asphalt Conference NDDOT Implementation of AASHTO Flexible Pavement Design Part I ADT & ESALs Nickie Reis, P&AM Part II Structural Numbers Tom Bold, M&R March 31 - April 1, 2015 Part
More informationImplementation of M-E PDG in Kansas
Implementation of M-E PDG in Kansas Mustaque Hossain, Ph.D.,P.E. Kansas State University 1 Projects related to the M-E Guide Implementation and Calibration Kansas HMA Fatigue and Stiffness Study Pool Fund
More informationImproving the quality of asphalt coating with carbon nanomodifiers
IOP Conference Series: Materials Science and Engineering PAPER OPEN ACCESS Improving the quality of asphalt coating with carbon nanomodifiers To cite this article: Urkhanova Larisa et al 2015 IOP Conf.
More informationSHEAR STRENGTH I YULVI ZAIKA
SHEAR STRENGTH I YULVI ZAIKA MATERI Keruntuhan mohr coulomb, stress paths, kuat geser tanah non kohesif dan kohesif, evaluasi kuat geser di lapangan, tegangan normal dan tegangan geser pada sebuah bidang
More informationStabilization of Dune Sand Mixed with Plastic (LDPE) Waste Strips for Design of Flexible Pavement in Construction of Roads
American Journal of Engineering Research (AJER) e-issn: 2320-0847 p-issn : 2320-0936 Volume-5, Issue-11, pp-315-320 www.ajer.org Research Paper Open Access Stabilization of Dune Sand Mixed with Plastic
More informationCOMPARISON OF TESTING MEHODS FOR DETERMINATION OF ASPHALT CONTENT FOR HIGH LOSS AGGREGATES
Paper Id: 132 COMPARISON OF TESTING MEHODS FOR DETERMINATION OF ASPHALT CONTENT FOR HIGH LOSS AGGREGATES Vikash Kumar 1, Aravind Krishna Swamy 2 1 BTech Student,Indian Institute of Technology Delhi, New
More informationSIEVE ANALYSIS OF AGGREGATE (Kansas Test Method KT-2)
5.9.02 SIEVE ANALYSIS OF AGGREGATE (Kansas Test Method KT-2) 1. SCOPE This method of test covers procedures for the determination of the particle size distribution of aggregates using standard sieves.
More information2ND INTERNATIONAL WARM-MIX CONFERENCE St. Louis, Missouri, USA
2ND INTERNATIONAL WARM-MIX CONFERENCE St. Louis, Missouri, USA LOW TEMPERATURE ASPHALT (WMA) IN SWEDEN Presented by Nils Ulmgren 2011-10-12 NCC Roads AB 1 Presentation of a on-going project in Sweden 2011-10-12
More informationRESILIENT MODULUS OF MALAYSIAN BASE AND SUBBASE PAVEMENT MATERIALS (Date received: )
RESILIENT MODULUS OF MALAYSIAN BASE AND SUBBASE PAVEMENT MATERIALS (Date received: 24.8.06) Ahmad Kamil Arshad and Mohd. Yusof Abd. Rahman * Faculty of Civil Engineering, Universiti Teknologi MARA, 4040
More informationConcrete Pavements Conference August Aggregate interlock efficiency at concrete pavement joints
Concrete Pavements Conference 2013 12 August 2013 Aggregate interlock efficiency at concrete pavement joints Dr Anna-Carin Brink Introduction Background to SA study Load transfer through aggregate interlock
More informationPROPERTIES OF MASTICS USING DIFFERENT FILLERS WITH BOTH UNMODIFIED AND EVA-MODIFIED BINDERS
PROPERTIES OF MASTICS USING DIFFERENT FILLERS WITH BOTH UNMODIFIED AND EVA-MODIFIED BINDERS CHRIS RAYNER 1, GEOFFREY M. ROWE 2 1 ExxonMobil Bitumen, ExxonMobil House, Ermyn Way, Leatherhead, Surrey KT22
More informationDepth (ft) USCS Soil Description TOPSOIL & FOREST DUFF
Test Pit No. TP-6 Location: Latitude 47.543003, Longitude -121.980441 Approximate Ground Surface Elevation: 1,132 feet Depth (ft) USCS Soil Description 0 1.5 1.5 5.0 SM 5.0 8.0 SM Loose to medium dense,
More informationExamining the Performance of Hot Mix Asphalt Using Nano- Materials
IOSR Journal of Engineering (IOSRJEN) ISSN (e): 2250-3021, ISSN (p): 2278-8719 Vol. 06, Issue 02 (February. 2016), V2 PP 25-34 www.iosrjen.org Examining the Performance of Hot Mix Asphalt Using Nano- Materials
More informationStudies on Furan Polymer Concrete
Studies on Furan Polymer Concrete Rajesh Katiyar 1, Shobhit Shukla 2 1Associate Professor, Department of Chemical engineering, H.B.T.U., Kanpur-208002, India 2Research Scholar, Department of Chemical engineering
More informationSoils. Technical English - I 10 th week
Technical English - I 10 th week Soils Soil Mechanics is defined as the branch of engineering science which enables an engineer to know theoretically or experimentally the behavior of soil under the action
More informationThe Nottingham eprints service makes this work by researchers of the University of Nottingham available open access under the following conditions.
Sarkar, Raju and Dawson, A.R. (2015) Economic assessment of use of pond ash in pavements. International Journal of Pavement Engineering. pp. 1-17. ISSN 1029-8436 Access from the University of Nottingham
More informationStudy of relation of Permeability and compaction characteristics of clayey soil with specific surface area
Study of relation of Permeability and compaction characteristics of clayey soil with specific surface area Sindhu A.R. 1, Tiju Susan Thomas 2 1Assistant Professor, Saintgits College Of Engineering, Pathamuttom,
More informationGEOSYNTHETICS ENGINEERING: IN THEORY AND PRACTICE
GEOSYNTHETICS ENGINEERING: IN THEORY AND PRACTICE Prof. J. N. Mandal Department of civil engineering, IIT Bombay, Powai, Mumbai 400076, India. Tel.022-25767328 email: cejnm@civil.iitb.ac.in Module-5 LECTURE-
More informationHaleh Azari, Ph.D. AASHTO Materials Reference Laboratory HSOM Meeting, Aug. 2008
Haleh Azari, Ph.D. AASHTO Materials Reference Laboratory HSOM Meeting, Aug. 2008 AMRL Research Program Mission Meet the Research and Standards Needs of the AASHTO Member States Outline Accomplished work
More informationPERFORMANCE OF BITUMINOUS COATS IN REDUCING NEGATIVE SKIN
PERFORMANCE OF BITUMINOUS COATS IN REDUCING NEGATIVE SKIN FRICTION Makarand G. Khare, PhD Research Scholar, Indian Institute of Technology Madras, Chennai, India Shailesh R. Gandhi, Professor, Indian Institute
More informationStabilization of Soil using Chemical Additives
GRD Journals- Global Research and Development Journal for Engineering Volume 1 Issue 12 November 2016 ISSN: 2455-5703 Stabilization of Soil using Chemical Additives Md. Shakeel Abid Assistant Professor
More informationAF2903 Road Construction and Maintenance. Volumetric Analysis of Asphalt Mixtures
AF2903 Road Construction and Maintenance Volumetric Analysis of Asphalt Mixtures Royal Institute of Technology Stockholm, April 8 th 2014 Dr. Alvaro Guarin Highway and Railway Engineering Department of
More informationEuropean perspective of binder characterisation. Mike Southern Technical Director Eurobitume
European perspective of binder characterisation Mike Southern Technical Director Eurobitume CEN Comité Européen de Normalisation European organisation created in 1961, based in Brussels Responsible for
More informationMETHOD OF TEST FOR RELATIVE DENSITY AND ABSORPTION OF FINE AGGREGATE
Laboratory Testing Manual Date: 12 04 01 Page 1 of 10 METHOD OF TEST FOR RELATIVE DENSITY AND ABSORPTION OF FINE AGGREGATE 1. SCOPE 1.1 This method covers the determination of relative density (oven-dry
More informationConcrete Technology Prof. B. Bhattacharjee Department of Civil Engineering Indian Institute of Science IIT Delhi. Lecture - 6 Aggregates (Size, Shape)
Concrete Technology Prof. B. Bhattacharjee Department of Civil Engineering Indian Institute of Science IIT Delhi Lecture - 6 Aggregates (Size, Shape) Welcome to concrete technology module 2. Module 2 deals
More informationUSE OF BBR TEST DATA TO ENHANCE THE ACCURACY OF G* -BASED WITCZAK MODEL PREDICTIONS
USE OF BBR TEST DATA TO ENHANCE THE ACCURACY OF G* -BASED WITCZAK MODEL PREDICTIONS Mekdim T. Weldegiorgis * PhD. Candidate, Department of Civil Engineering, University of New Mexico, USA * 1 University
More informationCONCRETE IN THE MIDDLE EAST
CONCRETE IN THE MIDDLE EAST ALKALI REACTIVITY IN CONCRETE STRUCTURES Presented by : Eng. ELIE J. SFEIR INTRODUCTION What is the Alkali-Reactivity? The alkali reaction is a chemical reaction between some
More informationCumulative weight retained
A sample of 1000 g of soil from a site was performed sieve analysis. The weights of soil collected on each sieve are presented in the tabular entry. Find effective diameter, D 30, D 60 and coefficients
More informationNote 2: For mechanical hammers, the lab shall determine its own equivalency to the 75 blows of the manual hammer.
YEAR 2019 CCIL CORRELATION MIX COMPLIANCE (BC, MB, NB, NL, NS and SK) SAMPLES Two bulk samples, one identified as Material MC-III-(N) and the other as Material MC-IV- (N), have been provided. Each of these
More informationClay Robinson, PhD, CPSS, PG copyright 2009
Engineering: What's soil got to do with it? Clay Robinson, PhD, CPSS, PG crobinson@wtamu.edu, http://www.wtamu.edu/~crobinson, copyright 2009 Merriam-Webster Online Dictionary soil, noun 1 : firm land
More informationApplication of DCP in Prediction of Resilient Modulus of Subgrade Soils
Application of DCP in Prediction of Resilient Modulus of Subgrade Soils Louay Mohammad, Ph.D. Louisiana Transportation Research Center Louisiana State University 2006 Pavement Performance Seminar April
More information