EXPERIMENT 2 SIEVE ANALYSIS OF AGGREGATES
|
|
- Ezra Gregory
- 5 years ago
- Views:
Transcription
1 EXPERIMENT 2 SIEVE ANALYSIS OF AGGREGATES Name (SN, FN MI): Section: Group Number: Experiment Performed: Report Submitted: Instructor: Objective(s) COLLEGE OF ENGINEERING AND ARCHITECTURE CIVIL ENGINEERING DEPARTMENT CE405 Construction Materials and Testing 1 st Semester SY The activity aims to introduce the basic principle, significance and procedures for the sieve analysis of aggregates (coarse and fine). Intended Learning Outcome(s) The students shall be able to: Familiarize the basic procedure for the sieve analysis of the aggregates (coarse and fine). Determine the particle size distribution of the coarse and fine aggregates. Characterize the aggregates according to predominant grain size. Background Sieve analysis is done to determine the grading and particle size distribution of a sample if it conforms to the specifications required to be used or being used as aggregates. The gathered data through this test can be used for further determination of properties of the aggregates. The sample passes through a set of sieves that has varying opening sizes which progressively become smaller upon reaching the pan at the bottom. The maximum size of the aggregates depends on the type of structure for which concrete is to be used. Most of the time, the aggregates have a uniform gradation. However, gapgraded aggregates provide better strength characteristics. In gapgrading, the sizes of aggregates do not decrease uniformly. Certain size segments are left out in order to obtain better packing and, hence, a more utilization of cement. Analysis of a material finer than Sieve 200 cannot be achieved through this method. Washing method stipulated by ASTM 117 is to be conducted. This experiment (methods or procedures to be used and done) is based on ASTM Designation C a Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates.
2 Resources 1 set of sieves 1 weighing scale 1 scoop or spoon 2 pans ½ bag of fine aggregates ½ bag of coarse aggregates 1 unit oven Procedure Preparation: 1. Gather separate sample of coarse and fine aggregates weighing at least 800 grams, put it in a pan and then weigh. 2. Wash then dry the sample to constant weight at a temperature of 110 ± 5 C; weigh after cooling to room temperature. The dry sample must have a minimum weight of 300 grams. 3. Use the dried sample for sieve analysis. 4. Prepare the sieve in decreasing order in which the largest opening at the top most. The pan is located at the bottom. Sieve Analysis: 1. Place the sample in the sieve at the top of the stack. 2. Shake the sieves well manually using hands or a mechanical shaker. 3. Weigh materials retained in each sieve. 4. Record all data. 5. Calculate the cumulative percentage passing of each sieve on the basis of ovendry weight of the original sample.
3 Data and Results Fine Aggregates Sieve Cumulative Mass Retained Specification Size Mass Remarks (g) % Retained % Passing % Passing (inch) Retained (g) 3 2 ½ 2 1 ½ 1 ¾ ½ 3/8 100 # # # # # # #200 Pan Mass of Sample: Mass of OvenDry Sample: Mass of Washed OvenDry Sample: Mass Retained at #200 Sieves: Moisture Content: Fineness Modulus*: *Calculate the fineness modulus, when required, by adding the total percentages of material in the sample that is coarser than each of the following sieves (cumulative percentages retained), and dividing the sum by 100: 150μm (No.100), 300μm (No. 50), 600μm (No. 30), 1.18mm (No. 16), 2.36mm (No. 8), 4.75mm (No. 4), 9.5mm (3 8in.), 19.0mm (3 4in.), 37.5 mm (11 2in.), and larger, increasing in the ratio of 2 to 1.
4 Opening, mm Particle Size Distribution: Percent Passing, %
5 Coarse Aggregates: Sieve Cumulative Mass Retained Specification Size Mass Remarks (g) % Retained % Passing % Passing (inch) Retained (g) 3 2 ½ 2 1 ½ ¾ ½ /8 015 #4 05 #8 #16 #30 #50 #100 #200 Pan Mass of Sample : Mass of OvenDry Sample: Mass of Washed OvenDry Sample: Moisture Content: Maximum Nominal Size:
6 Opening, mm Particle Size Distribution: Percent Passing, %
7 Analysis Conclusion Recommendation
8 Assessment Criteria Score I. Experiment Conduct The entire Skips more than Skips one or two Performs all the Experimental experiment is not two steps in this step(s) in this steps in the Setup done at all. experiment. experiment. experiment. Correct Practice Safety Precautions II. Work Habits Time Management Cooperative and Teamwork Neatness and Orderliness III. Report Data and results Analysis and Conclusion Does not demonstrate the correct way/s of doing the required steps. Does not follow safety precautions. Not able to finish on time with no data gathered. Has not performed the experiment Messy workplace during and after Does not present any data and result. Provides no analysis and conclusion about Demonstrates only one or two steps correctly. Follows safety precautions most of the time. Not able to finish on time with incomplete data. Does not know his/her tasks or has no defined responsibility. Group conflicts are not managed well. Messy workplace during the experiment yet clean and orderly workplace after Data and results are incomplete and presentation is disorganized. Provides unclear, not logical, unintegrated observation and conclusion about Demonstrates only some of the required steps correctly. Follows safety precautions most of the time. Finishes on time with incomplete data. Has a defined responsibility most of the time. Group conflicts are cooperatively managed most of the time. Occasional mess during the experiment yet clean and orderly workplace after Data and results are wellrecorded but presentation is disorganized. Provides a good but not wellintegrated observation and conclusion about the experiment based from the data. Demonstrates all the required steps correctly. Follows safety precautions at all times. Finishes ahead of time with complete data and time to revise data. Does the tasks and has a defined responsibility at all times. Group conflicts are cooperatively managed at all times. Clean and orderly workplace at all times during and after the experiment. Data and results are wellrecorded and wellpresented with complete labels and can be easily understood. Provides a good and wellintegrated observation and conclusion about the experiment based from the data.
9 Recommendation Documentation Use of English language Note: Absent during laboratory period and laboratory report/s not submitted on time are both considered as zero (0). Reference Suggests no recommendation. No documentation. Uses English language with many grammatical errors. Provides a recommendation irrelevant to the subject matter. Presents incomplete record of the experiment in photos and video. Uses English language in the explanations made with few grammatical errors. Other Comments/Observations: Provides a good recommendation relevant to the subject matter. Presents a good record of the experiment in photos and video. Uses good English language in the explanations made. Total Score (Total Score) Rating= 33 Provides a good recommendation for the betterment of Presents a stepbystep, complete, welldocumented experiment in photos and video. Uses the English language proficiently in the explanations made. 100 ASTM Designation C a Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates
EXPERIMENT 3 DETERMINATION OF SPECIFIC GRAVITY AND WATER ABSORPTION OF AGGREGATES
COLLEGE OF ENGINEERING AND ARCHITECTURE CIVIL ENGINEERING DEPARTMENT CE405 Construction Materials and Testing 1 st Semester SY 2016-2017 EXPERIMENT 3 DETERMINATION OF SPECIFIC GRAVITY AND WATER ABSORPTION
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 informationWACEL AGGREGATE LABORATORY TESTING TECHNICIAN
STUDY GUIDE WACEL AGGREGATE LABORATORY TESTING TECHNICIAN August 2016 Study Guide Aggregate Laboratory Testing General: An aggregate laboratory technician shall have sufficient training, education, and
More informationSIEVE ANALYSIS. Introduction
SIEVE ANALYSIS Technology of Material II TKS 4012 Prepared by zacoeb@ub.ac.id Introduction A sieve analysis (or gradation test) is a practice or procedure used (commonly used in Civil Engineering) to assess
More informationDr. L. I. N. de Silva. Student Name Registration Number: Assessed By: Lecturers Remarks
Module - CE 2042 Soil Mechanics and Geology-1 Assignment Tests for Particle Size Distribution Analysis Marks 10% Learning Ability to conduct particle size distribution analysis of soils Outcome Ability
More informationTESTING of AGGREGATES for CONCRETE
TESTING of AGGREGATES for CONCRETE The properties of the aggregates affect both the fresh and hardened properties of concrete. It is crucial to know the properties of the aggregates to be used in the making
More informationBasic Aggregates Study Guide
Basic Aggregates Study Guide General Conversions 1) There are pounds in one ton. 2) There are grams in one pound. 3) One kilogram consists of grams. 4) The linear distance that one station covers is feet.
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 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 information7. STREAMBED TEXTURE ANALYSIS
Geomorphology 7. Streambed Texture Analysis 7. STREAMBED TEXTURE ANALYSIS 50 Points The purpose of this exercise is to analyze the size characteristics of the sediment samples collected in the field. We
More informationSPECIFIC GRAVITY AND ABSORPTION OF COARSE AGGREGATE FOP FOR AASHTO T 85
SPECIFIC GRAVITY AND ABSORPTION OF COARSE AGGREGATE FOP FOR AASHTO T 85 Scope This procedure covers the determination of specific gravity and absorption of coarse aggregate in accordance with AASHTO T
More informationSAND. By A S M Fahad Hossain Assistant Professor Department of Civil Engineering, AUST
SAND By A S M Fahad Hossain Assistant Professor Department of Civil Engineering, AUST Definition Sand is a loose, fragmented, naturally-occurring material consisting of vary small particle (fine to medium
More informationSOUTH AFRICAN NATIONAL STANDARD
ISBN 978-0-626-30857-5 SOUTH AFRICAN NATIONAL STANDARD Particle and relative densities of aggregates WARNING This document references other documents normatively. Published by SABS Standards Division 1
More informationStandard Test Method for Flat Particles, Elongated Particles, or Flat and Elongated Particles in Coarse Aggregate 1
Designation: D479 0 Standard Test Method for Flat Particles, Elongated Particles, or Flat and Elongated Particles in Coarse Aggregate This standard is issued under the fixed designation D479; the number
More informationGRAIN SIZE ANALYSIS OF SEDIMENT
GRAIN SIZE ANALYSIS OF SEDIMENT Purpose To determine the percentage by weight of each of the size fractions present in a sediment and then to use this information to make deductions about the parent rock,
More informationSPECIFIC GRAVITY AND ABSORPTION OF COARSE AGGREGATE FOP FOR AASHTO T 85
SPECIFIC GRAVITY AND ABSORPTION OF COARSE AGGREGATE FOP FOR AASHTO T 85 Scope This procedure covers the determination of specific gravity and absorption of coarse aggregate in accordance with AASHTO T
More informationSTANDARD OPERATING PROCEDURE NO. 40 GRAVIMETRIC MOISTURE CONTENT
Questa Rock Pile Stability Study SOP 40v10 Page 1 STANDARD OPERATING PROCEDURE NO. 40 GRAVIMETRIC MOISTURE CONTENT REVISION LOG Revision Number Description Date 40.0 Original SOP 10/23/03 40.1 Incorporated
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 information9 Sampling. Safety. Sample References. Size of Original Samples. Sample Types
9 Sampling Safety Sample References Size of Original Samples Sample Types Method of Sampling Production Sampling Load-Out Sampling Sampling Directly from Trucks, Rail Cars, or Barges Reducing a Sample
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 informationDr. Hairul Nazirah Abdul Halim School of Bioprocess Eng.
Dr. Hairul Nazirah Abdul Halim School of Bioprocess Eng. Introduction to particulate solids Characterization of solid particles Particle sizes Screen analysis Tyler standard screen analysis Large quantities
More informationOHD L-14 METHOD OF TEST FOR DETERMINING THE SPECIFIC GRAVITY AND UNIT WEIGHT OF COMPACTED BITUMINOUS MIXTURES
Page 1 METHOD OF TEST FOR DETERMINING THE SPECIFIC GRAVITY AND UNIT WEIGHT OF COMPACTED BITUMINOUS MIXTURES I. SCOPE. This method of test covers the procedures for determining the bulk specific gravity
More informationSST3005 Fundamentals of Soil Science LAB 5 LABORATORY DETERMINATION OF SOIL TEXTURE: MECHANICAL ANALYSIS
LAB 5 LABORATORY DETERMINATION OF SOIL TEXTURE: MECHANICAL ANALYSIS Learning outcomes The student is able to: 1. Separate soil particles : sand, silt and clay 2. determine the soil texture class using
More informationAngelina College Science and Mathematics Chemistry 1105 Introductory Chemistry Internet General Syllabus
I. BASIC COURSE INFORMATION: Angelina College Science and Mathematics Chemistry 1105 Introductory Chemistry Internet General Syllabus A. Course Description: 1. Basic laboratory experiments supporting theoretical
More informationRECENT SEDIMENTS OF CALIFORNIA PART A. INTRODUCTION AND GRAIN SIZE ANALYSIS HYDRAULIC ENGINEERING LABORATORY COLLEGE OF ENGINEERING C.
HEL-2-19! 9* I 1 f RECENT SEDIMENTS OF BOLINAS BAY CALIFORNIA PART A. INTRODUCTION AND GRAIN SIZE ANALYSIS by C. ISSELHARDT L. OSUCH RWILDE. HYDRAULIC ENGINEERING LABORATORY COLLEGE OF ENGINEERING UNIVERSITY
More informationSECTION AGGREGATE OR GRANULAR SUBBASE
SECTION 02230 AGGREGATE OR GRANULAR SUBBASE PART 1 GENERAL 1.01 SECTION INCLUDES A. Aggregate or granular subbase as shown on the drawings. 1.02 RELATED SECTIONS A. Section 01400 Quality Requirements.
More informationAggregates for Concrete
Fine Aggregate Sand and/or crushed stone < 5 mm (0.2 in.) F.A. content usually 35% to 45% by mass or volume of total aggregate Coarse Aggregate Gravel and crushed stone 5 mm (0.2 in.) typically between
More informationSOIL SURVEY STANDARD TEST METHOD PARTICLE SIZE ANALYSIS
Department of Sustainable Natural Resources SOIL SURVEY STANDARD TEST METHOD PARTICLE SIZE ANALYSIS ABBREVIATED NAME PSA TEST NUMBER P7 TEST METHOD TYPE B VERSION NUMBER 3 RECORD OF AMENDMENTS Version
More informationCE 240 Soil Mechanics & Foundations Lecture 3.2. Engineering Classification of Soil (AASHTO and USCS) (Das, Ch. 4)
CE 240 Soil Mechanics & Foundations Lecture 3.2 Engineering Classification of Soil (AASHTO and USCS) (Das, Ch. 4) Outline of this Lecture 1. Particle distribution and Atterberg Limits 2. Soil classification
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 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 informationSTANDARD PROCEDURE: NWSP R2 (15) Polyacrylate Superabsorbent Powders Determination of the Particle Size Distribution by Sieve Fractionation
1. Scope STANDARD PROCEDURE: Polyacrylate Superabsorbent Powders Determination of the Particle Size Distribution by Sieve Fractionation This test method specifies a method for measuring particle size distributions
More informationFORENSIC GEOLOGY SAND SIZE-DISTRIBUTIONS AS INDICATORS OF CRIME SCENE LOCATIONS
I. Introduction 89.215 FORENSIC GEOLOGY SAND SIZE-DISTRIBUTIONS AS INDICATORS OF CRIME SCENE LOCATIONS If you think about the world around you sand, and other sediments, occur in many environments. For
More informationVolumetric Tests. Overview
Volumetric Tests Qualified Aggregate Technician Overview Volumetrics Specific Gravity Different types Uses Density Why density? Unit Weight 62 What are Volumetrics? All matter has weight and occupies space
More informationSTANDARD OPERATING PROCEDURE NO. 70 DENSITY AND VOLUMETRIC WATER CONTENT BY THE SAND REPLACEMENT METHOD
Questa Rock Pile Stability Study 70v4 Page 1 STANDARD OPERATING PROCEDURE NO. 70 DENSITY AND VOLUMETRIC WATER CONTENT BY THE SAND REPLACEMENT METHOD REVISION LOG Revision Number Description Date 70.0 Original
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 informationSOILS/AGGREGATE TECHNICIAN REVIEW
(8:00 to 4:00) SOILS/GGREGTE TECHNICIN REVIEW Intro TTI Safety Rounding Procedure Thursday RIZ 201 SHTO T 11 RIZ 210 SHTO T 19 RIZ 211 SHTO T 255 RIZ 212 RIZ 233 RIZ 236 RIZ 225 RIZ 245 SHTO T 89 SHTO
More informationGeotechnical Engineering I CE 341
Geotechnical Engineering I CE 341 What do we learn in this course? Introduction to Geotechnical Engineering (1) Formation, Soil Composition, Type and Identification of Soils (2) Soil Structure and Fabric
More informationMole Lab Introduction to The Mole Concept
Mole Lab Introduction to The Mole Concept SCIENTIFIC Introduction Although technically not a laboratory experiment, this activity certainly helps to drive home the main idea behind the mole concept that
More informationMid-Atlantic Region Technician Certification Program AGGREGATE TECHNICIAN MANUAL
Mid-Atlantic Region Technician Certification Program AGGREGATE TECHNICIAN MANUAL March 2004 TABLE OF CONTENTS: TABLE OF CONTENTS FORWARD ACKNOWLEDGEMENTS CHAPTER 1: TEST DESCRIPTIONS 1.1 OVERVIEW 1-1 1.1.1
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 informationEXPERIMENT A4: PRECIPITATION REACTION AND THE LIMITING REAGENT. Learning Outcomes. Introduction
1 EXPERIMENT A4: PRECIPITATION REACTION AND THE LIMITING REAGENT Learning Outcomes Upon completion of this lab, the student will be able to: 1) Demonstrate the formation of a precipitate in a chemical
More informationEvaluating screening performance. A.J. DeCenso, Product Manager, Rotex Inc., Cincinnati, OH
Evaluating screening performance. A.J. DeCenso, Product Manager, Rotex Inc., Cincinnati, OH Screening is the process of separating dry material based on particle size. The performance of a screening machine
More informationChesapeake Campus Chemistry 111 Laboratory
Chesapeake Campus Chemistry 111 Laboratory Objectives Calculate the density of a sugar solution. Evaluate lab sources of error and their effect on an experiment. Introduction The density of an object is
More informationEXPERIMENT 1 Chemistry 110 LABORATORY SAFETY
EXPERIMENT 1 Chemistry 110 LABORATORY SAFETY MEASUREMENTS PURPOSE: The Purpose of this laboratory exercise is for the students to develop the skills of measuring length, volume, mass and temperature and
More informationEngineering materials
1 Engineering materials Lecture 9 Aggregates 2 Composition and structure Natural aggregates are derived from rocks. Classification: Igneous( 火成岩 ), sedimentary ( 沉積岩 ) and metamorphic ( 變質岩 ) Fine or coarse
More informationAssessment of accuracy in determining Atterberg limits for four Iraqi local soil laboratories
IOP Conference Series: Materials Science and Engineering PAPER OPEN ACCESS Assessment of accuracy in determining Atterberg limits for four Iraqi local soil laboratories To cite this article: H O Abbas
More informationCOURSE OUTLINE Descriptive Astronomy
Butler Community College Science, Technology, Engineering, and Math Division Robert Carlson Revised Fall 2008 Implemented Spring 2009 Textbook Update Fall 2013 COURSE OUTLINE Descriptive Astronomy Course
More informationCIVE 2700: Civil Engineering Materials Fall Lab 2: Concrete. Ayebabomo Dambo
CIVE 2700: Civil Engineering Materials Fall 2017 Lab 2: Concrete Ayebabomo Dambo Lab Date: 7th November, 2017 CARLETON UNIVERSITY ABSTRACT Concrete is a versatile construction material used in bridges,
More informationMECHANICAL SIZE ANALYSIS OF SEDIMENTS
MECHANICAL SIZE ANALYSIS OF SEDIMENTS I. Introduction The study of sediments is concerned with 1. the physical conditions of a sediment, whether glacial, fluvial, marine, etc; 2. the time of formation
More informationCOURSE SYLLABUS AND INSTRUCTOR PLAN GENERAL INORGANIC CHEMISTRY I CHEM Dr. Vanessa Castleberry
WACO, TEXAS COURSE SYLLABUS AND INSTRUCTOR PLAN GENERAL INORGANIC CHEMISTRY I CHEM - 1411-50 Dr. Vanessa Castleberry Spring 2012 Course Description: Covers the fundamental laws, theories, and concepts
More informationDATE PERFORMANCE TASK #1
NAME SECTION PERFORMANCE TASK #1 DATE Be sure to read this entire lab before you come to class to perform the activity. Part II requires outside work that must be completed before you can start the task.
More informationAngelina College Science and Mathematics Chemistry 1305 Introductory Chemistry General Syllabus
I. BASIC COURSE INFORMATION: Angelina College Science and Mathematics Chemistry 1305 Introductory Chemistry General Syllabus A. Course Description: Three hours credit. A basic presentation of chemistry.
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 informationAGGREGATE WAQTC FOP AASHTO T 248 (14) REDUCING SAMPLES OF AGGREGATES TO TESTING SIZE FOP FOR AASHTO T 248
REDUCING SAMPLES OF AGGREGATES TO TESTING SIZE FOP FOR AASHTO T 248 Scope This procedure covers the reduction of samples to the appropriate size for testing in accordance with AASHTO T 248-14. Techniques
More informationREPORT OF INVESTIGATION NO. 107 A SEDIMENTOLOGICAL ANALYSIS OF SEAGRASS BED SUBSTRATE FROM BAY COUNTY, FLORIDA
REPORT OF INVESTIGATION NO. 107 A SEDIMENTOLOGICAL ANALYSIS OF SEAGRASS BED SUBSTRATE FROM BAY COUNTY, FLORIDA Daniel C. Phelps, (P.G. # 1203), Michelle M. Lachance and James G. Sparr TABLE OF CONTENTS
More informationGeneral Chemistry 201 Section ABC Harry S. Truman College Spring Semester 2014
Instructor: Michael Davis Office: 3226 Phone: 773 907 4718 Office Hours: Tues 9:00 12:00 Wed 1:00 3:00 Thurs 9:00 12:00 Email: mdavis@ccc.edu Website: http://faradaysclub.com http://ccc.blackboard.com
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 informationChemistry 7A Fall 2009
Chemistry 7A Fall 2009 Instructor: A. Tontcheva, Ph.D. e-mail: atontcheva@elcamino.edu Office: Chemistry 112 Phone ext. 6010 Office Hours: M 12:30-1:30, T 12:30-1:00, W 12:30-1:55 Required Materials: Vollhardt
More informationEVALUATION OF VACUUM DRYING FOR DETERMINATION OF BULK SPECIFIC GRAVITY OF HMA SAMPLES
Cross and Pokhrel 1 EVALUATION OF VACUUM DRYING FOR DETERMINATION OF BULK SPECIFIC GRAVITY OF HMA SAMPLES 6784 Equivalent Words by: Stephen A. Cross, Ph.D., P.E. Professor School of Civil and Environmental
More informationThe Regents Chemistry course includes the following topics:
Welcome to The Physical Setting: Regents Chemistry Course Outline The Regents Chemistry course includes the following topics: 1. Introduction to Chemistry A. Definition B. Scientific Method C. Matter and
More informationMinistry of Transportation Materials Engineering and Research Office Report. Aggregate and Soil Proficiency Sample Testing Program for 2014 MERO-052
Ministry of Transportation Materials Engineering and Research Office Report Aggregate and Soil Proficiency Sample Testing Program for 2014 MERO-052 Technical Report Documentation Page Publication Title
More informationGeology for Engineers Sediment Size Distribution, Sedimentary Environments, and Stream Transport
Name 89.325 Geology for Engineers Sediment Size Distribution, Sedimentary Environments, and Stream Transport I. Introduction The study of sediments is concerned with 1. the physical conditions of a sediment,
More information12 th ICSGE Dec Cairo - Egypt
12 th ICSGE 10-12 Dec. 2007 Cairo - Egypt Ain Shams University Faculty of Engineering Department of Structural Engineering Twelfth International Colloquium on Structural and Geotechnical Engineering CORRELATIONS
More informationAPPENDIX B ABBREVIATIONS, SYMBOLS AND CONVERSION FACTORS Abbreviations
APPENDIX B ABBREVIATIONS, SYMBOLS AND CONVERSION FACTORS Abbreviations A ampere AASHTO American Association of State Highway & Transportation Officials ABS (%) Percent of Absorbed Moisture Abs. Vol. Absolute
More informationChemistry (CHEM) 2211 General Chemistry (5 Units) CSU:UC [formerly Chemistry 1A]
Prepared by: M. Mayfield Reviewed by: D. Reynolds Reviewed by: G. Golling Reviewed by: M. Mayfield Text update: March 2, 2011 Date reviewed: Spring 2015 C&GE approved: March 9, 2015 Board approved: April
More informationThe Nottingham eprints service makes this work by researchers of the University of Nottingham available open access under the following conditions.
Al-Mosawe, Hasan and Thom, Nick and Airey, Gordon and Ai-Bayati, Amjad (2015) Effect of aggregate gradation on the stiffness of asphalt mixtures. International Journal of Pavement Engineering and Asphalt
More informationThe Development of a Performance Specification for Granular Base and Subbase Material
FHWA-NJ-2005-003 The Development of a Performance Specification for Granular Base and Subbase Material FINAL REPORT Mr. Thomas Bennert* Research Engineer Submitted by Dr. Ali Maher* Professor and Chairman
More informationWEST LOS ANGELES COLLEGE. CHEMISTRY 60 SYLLABUS Spring 2014
Instructor: Elisa Atti WEST LOS ANGELES COLLEGE CHEMISTRY 60 SYLLABUS Spring 2014 Lecture: T, Th 1:00-2:25 pm MSA 005 Conference: T 2:35-4:40 pm MSA 005 LAB: Th 2:35 4:40 pm MSA 402 Office hour: T, Th:
More informationLAKELAND COMMUNITY COLLEGE COURSE OUTLINE FORM
LAKELAND COMMUNITY COLLEGE COURSE OUTLINE FORM ORIGINATION DATE: 8/2/99 APPROVAL DATE: 3/22/12 LAST MODIFICATION DATE: 3/28/12 EFFECTIVE TERM/YEAR: FALL/ 12 COURSE ID: COURSE TITLE: MATH2500 Calculus and
More informationSOIL CLASSIFICATION CHART COARSE-GRAINED SOILS MORE THAN 50% RETAINED ON NO.200 SIEVE FINE-GRAINED SOILS 50% OR MORE PASSES THE NO.200 SIEVE PRIMARY DIVISIONS GRAVELS MORE THAN 50% OF COARSE FRACTION RETAINED
More informationJust How Big Is Our Solar System?
Joseph Murray November 8-9, 2012 Just How Big Is Our Solar System? Purpose: Use a 5-E Learning Model to have students investigate the relative sizes and distances between our planets. The 5-E Learning
More informationAPPENDIX H CONVERSION FACTORS
APPENDIX H CONVERSION FACTORS A ampere American Association of State AASHTO Highway & Transportation Officials ABS (%) Percent of Absorbed Moisture Abs. Vol. Absolute Volume ACI American Concrete Institute
More informationThe Use of Expanded Shale, Clay and Slate Lightweight Aggregates in Granular Geotechnical Fills
Information Sheet 6660.0 January 2017 The Use of Expanded Shale, Clay and Slate Lightweight Aggregates in Granular Geotechnical Fills For over 50 years Rotary Kiln produced Expanded Shale, Clay & Slate
More informationCHEM 220L Fundamentals of Analytical Chemistry Lab - Fall 2017
CHEM 220L Fundamentals of Analytical Chemistry Lab - Fall 2017 Section 01 Section 02 Meeting Time Meeting Time Mon. 12:00 6:00 pm, SSMB 323 Tues. 1:30 7:30 pm, SSMB 323 Instructor Information Dr. Jennifer
More informationCHAPTER 5 ESTABLISHING THEORETICAL / TARGET VALUES FOR DENSITY & MOISTURE CONTENT
CHAPTER 5 ESTABLISHING THEORETICAL / TARGET VALUES FOR DENSITY & MOISTURE CONTENT Introduction When soil is being placed as fill material it must be put down in layers called lifts and compacted with some
More informationMixtures and Solutions
Grade 5 Physical Science Module Mixtures and Solutions In a code such as 5.2.8.D.1, the 5 indicates the science standards, the 2 indicates the physical science standard within the set of science standards,
More informationSarutt Sripetchr 1* and Surachai Thachepan 2
Characterization of Potential Reactivity to Alkalis of Thailand Aggregates by Chemical Method Sarutt Sripetchr 1* and Surachai Thachepan 2 ABSTRACT The best way to prevent Alkali-Silica Reaction (ASR)
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 informationCHEMISTRY ASSESSMENT Report November 4, 2009
CHEMISTRY ASSESSMENT Report 2008-2009 November 4, 2009 A. Learning outcomes to be assessed: In 2008-2009, we plan to assess goal III (Application of Quantitative Reasoning Skills and Critical Thinking
More informationLab 2. Projectile Motion
Lab 2. Projectile Motion Goals To determine the launch speed of a projectile and its uncertainty by measuring how far it travels horizontally before landing on the floor (called the range) when launched
More informationGRIGNARD REACTION Synthesis of Benzoic Acid
1 GRIGNARD REACTION Synthesis of Benzoic Acid In the 1920 s, the first survey of the acceleration of chemical transformations by ultrasound was published. Since then, many more applications of ultrasound
More informationCharacterization of Sand Formation from a Crude Oilfield
This work by IJARBEST is licensed under Creative Commons Attribution 4.0 International License. Available at https://www.ijarbest.com Characterization of Sand Formation from a Crude Oilfield 1 A. Sivasakthi,
More informationSoil Toil. Student McStudent Mrs. Teacher November 26, 2017 Grade 6
Soil Toil Student McStudent Mrs. Teacher November 26, 2017 Grade 6 Table of Contents Abstract Page 1 Question Page 2 Variables Page 2 Hypothesis Page 2 Background Research Pages 4-5 Materials Page 5 Experimental
More informationEffective January 2008 All indicators in Standard / 11
Scientific Inquiry 8-1 The student will demonstrate an understanding of technological design and scientific inquiry, including process skills, mathematical thinking, controlled investigative design and
More informationASTM Designation: D Standard Test Method for Determination of Iodine Number of Activated Carbon
ASTM Designation: D4607-94 Standard Test Method for Determination of Iodine Number of Activated Carbon 1. Scope 1.1 This test method covers the determination of the relative activation level of unused
More informationChoose the right equipment for lab work. Following Rules for Precision and Accuracy. Following Significant Figure Rules
Chemistry is a Quantitative Science Part I Measuring Matter At the end of Part I you should be able to: Choose the right equipment for lab work Make accurate measurements Following Rules for Precision
More informationLab 4. Series and Parallel Resistors
Lab 4. Series and Parallel Resistors Goals To understand the fundamental difference between resistors connected in series and in parallel. To calculate the voltages and currents in simple circuits involving
More informationLab 6. Current Balance
Lab 6. Current Balance Goals To explore and verify the right-hand rule governing the force on a current-carrying wire immersed in a magnetic field. To determine how the force on a current-carrying wire
More informationHEC-HMS Lab 4 Using Frequency Storms in HEC-HMS
HEC-HMS Lab 4 Using Frequency Storms in HEC-HMS Created by Venkatesh Merwade (vmerwade@purdue.edu) Learning outcomes The objective of this lab is to learn how HEC-HMS is used to determine design flow by
More informationLab 3. Newton s Second Law
Lab 3. Newton s Second Law Goals To determine the acceleration of a mass when acted on by a net force using data acquired using a pulley and a photogate. Two cases are of interest: (a) the mass of the
More information23.3. Sampling Distributions. Engage Sampling Distributions. Learning Objective. Math Processes and Practices. Language Objective
23.3 Sampling Distributions Essential Question: How is the mean of a sampling distribution related to the corresponding population mean or population proportion? Explore 1 Developing a Distribution of
More informationEffects of Basalt Fibres on Mechanical Properties of Concrete
Effects of Basalt Fibres on Mechanical Properties of Concrete A. M. El-Gelani 1, C.M. High 2, S. H. Rizkalla 3 and E. A. Abdalla 4 1,4 University of Tripoli, Civil Engineering Department, Tripoli, Libya
More informationPrerequisites: Successful completion of PHYS 2222 General Physics (Calculus) with a grade of C or better.
Prepared by: P. Blake Reviewed by: M. Mayfield Date prepared: March 13, 2017 C&GE approved: April 17, 2017 Board approved: May 10, 2017 Semester effective: Spring 2018 Engineering (ENGR) 2000 Circuit Analysis
More informationLab 1: Safety Lab; Introduction to Volumetric and Weighing Techniques
Lab 1: Safety Lab; Introduction to Volumetric and Weighing Techniques Objectives: 1. Be aware of safety practices, procedures outlined in the safety video. 2. Introduction to WHMIS and MSDS. 3. Locate
More informationSPECIMEN. All items required by teachers and candidates for this task are included in this pack.
Advanced Subsidiary GCE GEOLOGY F793 Unit F793: Evaluative Task Specimen Task For use from September 2008 to June 2009. All items required by teachers and candidates for this task are included in this
More informationPhysical and Chemical Properties of Matter Lab
Physical and Chemical Properties of Matter Lab Purpose To introduce the student to physical and chemical properties of matter and their use for the identification and separation of compounds. Each student
More informationCorrelation of unified and AASHTO soil classification systems for soils classification
Journal of Earth Sciences and Geotechnical Engineering, vol. 8, no. 1, 2018, 39-50 ISSN: 1792-9040 (print version), 1792-9660 (online) Scienpress Ltd, 2018 Correlation of unified and AASHTO classification
More informationHOSTOS COMMUNITY COLLEGE Natural Sciences Department Physical Sciences Unit. ENV 110/34311 Course Title: Environmental Science I Session:
HOSTOS COMMUNITY COLLEGE Natural Sciences Department Physical Sciences Unit ENV 110/34311 Course Title: Environmental Science I Session: Meets: Lecture: Room: Lab: Room: Lecture Instructor: Email: Telephone
More informationLESSON 8: Power Pellets! Nuclear Energy in the United States
LESSON 8: Power Pellets! TEACHER BACKGROUND Overview: Various forms of energy power our schools, businesses, hospitals, and factories. One of our Nation's most important sources of energy is nuclear power,
More information