Africa Soil Information Service - Standard Operating Procedure. Soil Sample Processing at AfSIS Regional Laboratories
|
|
|
- Sharlene Charles
- 9 years ago
- Views:
Transcription
1 Africa Soil Information Service - Standard Operating Procedure Soil Sample Processing at AfSIS Regional Laboratories Last updated 12 December 2011 Introduction This standard operating procedure for AfSIS soil processing is designed for use by AfSIS regional laboratories. The procedure covers sample reception and logging, soil sieving and weighing, soil subsampling, soil sample storage, and shipping of subsamples to the AfSIS reference soil laboratory at the World Agroforestry Centre (ICRAF) in Nairobi. This SOP describes the laboratory processing procedure for the standard soil samples (e.g., composite TOP and SUB soil samples collected from each plot) and for the cumulative soil mass samples, which are collected at the center subplot of each plot. All samples from the field (sentinel sites, agronomic trials, legacy samples) are transported to regional laboratories for processing and processed using this standard operating procedure. In some cases soil drying may be conducted in a country prior to transportation to the regional laboratories to avoid changes in soil properties from storage of wet samples. In this case only the soil drying step of this protocol is implemented prior to transportation of samples to the regional laboratories. Soil sample reception and logging All received samples are laid out in order of labeling and checked against field sheets. Samples collected within the AfSIS project have field descriptors in electronic format already entered in the AfSIS database. Any labeling discrepancies or problems due to damaged sample bags or lost samples should be noted in a laboratory record book, entered in the comments field in the AfSIS logging database, and if possible resolved at this stage. This is particularly important for samples from the auger holes used for soil mass determinations, where complete recovery of the sample is required. After samples have been air-dried, processed, weighed and all these data are filled into the hardcopy data form, and these data have been entered into the database, a unique Sample Serial Number (SSN) is assigned starting from 000,001 up to 999,999. Write the assigned SSN number on the sample bags using a permanent marker. Including the thousand separator (comma) helps in avoiding recording errors. The number should be 1
2 prefixed with the laboratory location code assigned by AfSIS (sel for Selian; sot for Sotuba; chi for Chitedze; iia for IIAM Maputo) (e.g., sel000,001). Next copy the field descriptors on the sample bag plus the assigned serial number to a sample logging sheet. For AfSIS sentinel site samples, the field descriptors should already be in the database. For other samples, ancillary data on the recording sheet will need to be entered into the database. A separate guide is available for data management and submission. Air drying of standard and cumulative mass soil samples Air dry the soil samples by spreading a sample out as a thin layer into shallow trays or plastic or paper sheets. Drying can be done in large room, a custom-made solar dryer, or a forced-air oven at 40 C. Break up clods as far as possible to aid drying. It is important to ensure that no material from a sample is lost or discarded, as s of soil fractions are to be recorded on processing. Contamination from dust, plaster or other potential contaminants should be avoided as soils are subjected to trace element analysis. Great care should be taken at all stages to ensure sample labels remain with the samples. Drying time will depend on the condition of the samples and ambient conditions, but the samples should be thoroughly dry (i.e. constant ). Weighing and sieving of standard LDSF soil samples 1. Weigh the whole dried soil sample to 0.1 g using a calibrated top-pan balance and record the. It is important that no material is lost from the sample during sample processing. 2. Mix the dry sample thoroughly while still on the drying tray. 3. Spread the sample onto a plastic sheet on a solid table. 4. Using a wooden rolling pin, crush the sample to pass through a 2 mm mesh size certified sieve. While crushing, remove any plant materials (e.g. roots) and any possible pieces of gravel (making sure they are gravel and not soil aggregates) and place in a separate pile (the coarse fraction). 5. Pass the crushed sample through the 2 mm sieve. DO NOT use the sieve as a grinder; i.e. do not rub or mash the soil on the sieve, but shake the sieve gently to allow the soil to pass through. If a large amount of soil needs to be sieved, it is easier to do it in small batches rather than all at one time. 6. Place whatever remains on the sieve back onto the plastic sheet and crush again gently. Then pass again through the 2 mm sieve. Make sure that all soil materials are crushed, but do not attempt to crush gravel and rocks. 2
3 7. Transfer anything that now remains on the sieve into the coarse fraction pile. Retain the coarse fraction for subsampling. 8. The whole sample should be processed and no material should be discarded. You will remain with two fractions: a. The coarse fraction (>2 mm), which cannot pass through the sieve. b. The soil fines (<2 mm), which have passed through the sieve. 9. Weigh the coarse fraction and record the to 0.1 g. Enter the of the coarse fractions into the AfSIS database. The of the fine fraction is calculated in the database. 10. Clean off the bench with a damp cloth to remove soil dust, so as to prevent contamination from one sample to another. Table 1: Sample login fields for standard soil samples: SSN Sampling date Cluster Plot Depth_std code Depth_ top Depth_ bottom Total air dried soil Coarse fragments Subsampling of coarse and fine fractions Fine fraction If the of the soil fines is much greater than 750 g, subsample the soil fines using coning and quartering (see below) or a sample divider (riffle box) to give about (not less than) 750 g of soil. Continue the coning and quartering technique on all samples to obtain a representative 20 g subsample of soil fines for shipping to ICRAF Nairobi for specialized spectral analysis. Place the subsample in a zip-lock polythene bag labeled with the SSN and Fines. See below for sample shipping procedures. Place the remaining 750 g sample of soil fines into a strong Size 5 khaki paper bag, labeled with the SSN, site, cluster, plot, depth_std code, and std_fines. Example: sel000,001 Kiso1.1.TOP.std_fines. Excess soil fines should be stored in a labeled bag in case further analyes are done later.. Selected samples of the 750 g soil fine samples are shipped to ICRAF-Nairobi for reference analyses. Soil fines samples not shipped should be stored at the regional laboratory in case they are needed for future analysis. 3
4 Selection of g soil fines to be shipped to ICRAF-Nairobi laboratory Select the topsoil (0-20 cm) and subsoil (20-50 cm) sample of PLOT 1 from each of the 16 clusters of a sentinel site (32 samples in total). If PLOT 1 has the subsoil sampling missing due to a depth constraint, then select PLOT 2 for both topsoil and subsoil for that cluster instead. If PLOT 2 has the subsoil sample missing, then go to PLOT3, etc. If an entire Cluster is missing, then select and an additional Plot from an adjacent cluster to compensate. Thus for example if all plots in CLUSTER 2 are missing then select PLOT 2 and PLOT 3 from CLUSTER 3. Coarse fraction The coarse fraction of the samples selected above for reference analyses (i.e. the coarse fraction of the 750 g samples) is to be subsampled and shipped to the ICRAF laboratory for carbon and multi-elemental analysis. For these samples, crush the coarse fraction as much as possible to homogenize the sample before sub-sampling. Use coning and quartering or a riffle box to obtain a 20 g subsample of the coarse fraction. Place the subsample in a zip-lock polythene bag labeled with the SSN, site, cluster, plot, depth_std code, and coarse. Example: sel000,002. Kiso1.1.TOP.Coarse. See below for sample shipping procedures. Place the remainder of the coarse fraction into a labeled paper bag and store at regional laboratory for possible future analysis. Coning and quartering procedure 1. Use a large cleaned surface or heavy-duty plastic sheeting. 2. Thoroughly mix the soil sample and spread the sample into a conical pile. Further mix the soil by circumventing the cone symmetrically, repeatedly taking a spatula-full of soil from the base and transferring the soil to the apex of the cone. Ensure the spatula is large enough to reach to centre of the cone. Circumvent the cone twice. 3. Flatten the cone to a height of about 1 cm. Use a flat spatula or ruler, divide the pile into quarters along two lines intersecting 90 to each other. Select one pair of opposite quarters as the sample to be retained. If the sample is still too large then repeat the procedure from the beginning. 4
5 Processing of cumulative mass soil samples All cumulative mass soil samples are logged into the ICRAF-AfSIS Sample Login Database (Figure 1). Figure 1: Database entry for cumulative mass soil samples. Note the designation of material is CM. Once the cumulative soil mass samples are air-dried, the total air-dried is recorded on the sample login form. A subsample is taken in order to calculate the gravimetric water content and the remaining sample is ground and sieved to 2 mm. Coarse fragments are collected and weighed. The specific procedure is the following: 1. Record sample details on sample login form (Table 2). 2. Empty entire sample into drying tray with proper label - air dry the sample. 3. Weigh entire air-dried sample - record on login form. 4. Weigh a sample tin - record on login form. 5. Take a subsample, representative of the original sample, including both standard fines and coarse fragments (~ g), and place the subsample into the weighed sample tin. Record the of the tin + air-dried soil on the login form. 6. Place tin + air-dried soil into oven at 105 o C until a constant is obtained (~ 48hr). 5
6 7. Once soil is dry, weigh tin + oven-dried soil. Record on login form. (These data will be used to calculate the oven-dried of the original cumulative mass sample by using the gravimetric water content of the subsample. Eqns 1&2). 8. Dispose of the subsample. 9. Gently crush remaining air-dried soil and sieve to 2 mm diameter. 10. Weigh and record of coarse fragments (> 2 mm) of the remaining sample on login form. (These data will be used to calculate the percent coarse fragment and the soil fines of the cumulative soil mass sample (Eqns 3&4). 11. Record all of these data into the ICRAF-AfSIS Database (Figure 2). (Cumulative mass soil samples (fines and coarse fragments will be stored at the regional labs). Table 2: Cumulative mass soil samples login fields. SSN Samplin g date Cluster Plot Dept_ top Depth _ botto m Total air dried soil Coarse Fragm ents Tin ID Tin Tin_air dried soil Tin_ov en dried soil Figure 2: Sample login database of the cumulative soil mass samples. Note total air-dried, coarse fragment, tin, tin+air-dried soil, and tin+oven dried soil are captured. 6
7 Equations: Gravimetric water content, total oven-dried cumulative soil mass, ratio of coarse fragment in remaining soil and soil fines in cumulative mass soil sample calculations. 1. Gravimetric Water Content (θ g ) θ g = (mass of water)/(mass of oven-dried soil) ( of air-dried soil + tin) ( of oven-dried soil + tin) = ( of oven-dried soil + tin) ( of tin) 2. Total oven-dried mass of cumulative soil mass sample = total air-dried cumulative soil mass * (1- θ g ) 3. Calculation of the ratio of coarse fragments in remaining soil of coarse fragments in remaining soil = ( of total air-dried soil of air-dried soil subsample) 4. Calculation of soil fines in cumulative mass soil sample. = total oven-dried mass of cumulative soil sample * (1- ratio of coarse fragments) Sample shipping procedures The following will be shipped to the ICRAF-Nairobi lab from each sentinel site: The 20 g sub-samples of fine fractions for all soil samples g sample of soil fines for TOP and SUB from Plot One (or whichever plot has both top and subsoil samples), The corresponding 20 g sub-sampled coarse fraction of the 750 g soil fines. If there are no coarse fragments, that is fine. The 750 g soil samples will be used for reference analyses (see the AfSIS technical manual for details). Good communication with the ICRAF laboratory prior to shipping is essential to ensure legal requirements are met and to ensure the safety of the samples. 1. In advance of shipment, send the details of your samples to the ICRAF Soil-Plant Spectral Diagnostic Lab at ICRAF Headquarters to: Keith Shepherd ([email protected]) copied to Elvis Weullow ([email protected]). The information required is (a) a description of the material (e.g. air-dried 2 mm-sieved soil samples), (b) the number of soil samples, (c) the total of the soil in the batch, and (d) name, institutional address and fax number of the scientist shipping the samples. 7
8 2. Obtain a phytosanitary certificate from your country's plant inspectorate authorities or, if this is not possible, a letter from the relevant government authority indicating that the soils are specifically meant for research purposes only and have no commercial value. Send the phytosanitary certificate or letter to the ICRAF laboratory. 3. Based on the above documentation, the ICRAF laboratory will obtain a Kenya import permit for the samples from the Kenya Plant Health Inspectorate Service. The ICRAF laboratory will you a scanned copy of the permit 1. The samples should be shipped together with a copy of the KEPHIS permit and your phytosanitary certificate or government letter. Failure to do so may result in the samples being destroyed by KEPHIS! 4. The soil samples to be shipped should be carefully double-packed into strong polythene bags that cannot be easily ripped or damaged in transit, and packed into strong shipping cartons. Also have the shipping agent repack the consignment again. Secure packing is critical because if the package arrives damaged the samples will be destroyed by KEPHIS and our agreement may be revoked. Do not underestimate what airlines can do to a package! 5. The shipping address is: Dr. Keith Shepherd Att: Elvis Weullow World Agroforestry Centre (ICRAF). P. O. Box Nairobi KENYA Tel: Fax: Remember that the shipment must be accompanied by the import permit and your phytosanitary certificate. 6. On shipping you must immediately fax or the shipping details (e.g. airway bill number) to Samuel Gaturu ([email protected]), Elvis Weullow ([email protected]), and Mercy Nyambura ([email protected]), copied to Dr Keith Shepherd ([email protected]). This will allow us to alert the shipping agent's Nairobi office about the arrival of the quarantine shipment. Collection and treatment The ICRAF soils lab will arrange clearance of the shipment and inspection of the soils by KEPHIS. Upon clearance by KEPHIS, ICRAF will arrange for collection of the soils and their transport to ICRAF House. 1 KEPHIS also issue a quarantine (Q) label that the ICRAF Soil Lab will retain for clearance purposes. 8
9 ICRAF have specified procedures for handling foreign soils in their laboratory as part of their agreement with KEPHIS. Essentially, the soils will be logged as foreign soils, stored in a dedicated foreign soils store, and destroyed after use. Cost of permits The ICRAF laboratory charges US$100 to cover all the expenses involved in sample clearance protocols, including KEPHIS fee, visits to the KEPHIS office, and clearance when the samples arrive. AfSIS will cover the shipping and permit costs providing the above procedures are followed. 9
POWDER PROPERTIES LABORATORY
Ground Rules POWDER PROPERTIES LABORATORY You will work as a team of no more than 6 students. At the end of this laboratory session each team will turn in a single report. The report will be reviewed,
METHOD A7 THE DETERMINATION OF THE MAXIMUM DRY DENSITY AND OPTIMUM MOISTURE CONTENT OF GRAVEL, SOIL AND SAND
SCOPE METHOD A7 THE DETERMINATION OF THE MAXIMUM DRY DENSITY AND OPTIMUM MOISTURE CONTENT OF GRAVEL, SOIL AND SAND Definition The maximum dry density and optimum moisture content, as defined below, is
SIEVE ANALYSIS OF FINE AND COARSE AGGREGATES
Test Procedure for SIEVE ANALYSIS OF FINE AND COARSE AGGREGATES TxDOT Designation: Tex-200-F Effective Date: January 2016 1. SCOPE 1.1 Use this test method to determine the particle size distribution of
METHOD A10 (a) THE DETERMINATION OF THE IN-PLACE DRY DENSITY OF SOIL OR GRAVEL BY THE SAND REPLACEMENT METHOD
METHOD A10 (a) THE DETERMINATION OF THE IN-PLACE DRY DENSITY OF SOIL OR GRAVEL BY THE SAND REPLACEMENT METHOD 1 SCOPE The in-place dry density of compacted soil or gravel, as defined below, is determined
Apr 17, 2000 LAB MANUAL 1302.0. 1302 PARTICLE SIZE ANALYSIS OF SOILS AASHTO Designation T 88 (Mn/DOT Modified)
Apr 17, 2000 LAB MANUAL 1302.0 1302 PARTICLE SIZE ANALYSIS OF SOILS AASHTO Designation T 88 (Mn/DOT Modified) 1302.1 SCOPE This method describes a procedure for the quantitative determination of the distribution
Specific volume and absorption properties
Accepted 1980 Fluff Specific volume and absorption properties 1 Scope This SCAN-test Method describes the preparation of test pieces of fluff and a procedure for their use in determining the specific volume
Standard Test Procedures Manual
STP 206-4 Standard Test Procedures Manual Section: 1. SCOPE 1.1. Description of Test This method describes the procedure for determining the liquid limit, plastic limit and the plasticity index of coarse-grained
NOTE: FOR PROJECTS REQUIRING CONTRACTOR MIX DESIGN, THE DESIGN PROCEDURES ARE SPECIFIED IN THE SPECIAL PROVISIONS OF THE CONTRACT.
September 1, 2003 CONCRETE MANUAL 5-694.300 MIX DESIGN 5-694.300 NOTE: FOR PROJECTS REQUIRING CONTRACTOR MIX DESIGN, THE DESIGN PROCEDURES ARE SPECIFIED IN THE SPECIAL PROVISIONS OF THE CONTRACT. 5-694.301
PART I SIEVE ANALYSIS OF MATERIAL RETAINED ON THE 425 M (NO. 40) SIEVE
Test Procedure for PARTICLE SIZE ANALYSIS OF SOILS TxDOT Designation: Tex-110-E Effective Date: August 1999 1. SCOPE 1.1 This method covers the quantitative determination of the distribution of particle
The University of Toledo Soil Mechanics Laboratory
1 Grain Size Distribution Sieve Analysis The University of Toledo Soil Mechanics Laboratory Introduction The grain size distribution is a representation of the approximate distribution of soil grain sizes
NRI Soil Monitoring Network
NRI Soil Monitoring Network Stephen Ogle, Keith Paustian, Karolien Denef, Ram Gurung, F. Jay Breidt Colorado State University Mike Sucik and Daryl Lund USDA Natural Resources Conservation Service Goals
ATT-72/94, SALT SIEVE ANALYSIS. This method describes the procedure for determining the gradation of salt.
1.0 Scope ATT-72/94, SALT SIEVE ANALYSIS 1.0 SCOPE This method describes the procedure for determining the gradation of salt. 2.0 EQUIPMENT sieves: 80 µm, 160 µm, 315 µm, 630 µm, 1 250 µm, 2 500 µm, 5
THE DETERMINATION OF THE MAXIMUM DRY DENSITY AND OPTIMUM MOISTURE CONTENT OF MATERIALS USING THE VIBRATORY HAMMER COMPACTION
THE DETERMINATION OF THE MAXIMUM DRY DENSITY AND OPTIMUM MOISTURE CONTENT OF MATERIALS USING THE VIBRATORY HAMMER COMPACTION 1. SCOPE The maximum dry density and optimum moisture content, as defined below,
DryWeight BulkVolume
Test Procedure for BULK SPECIFIC GRAVITY AND WATER ABSORPTION OF AGGREGATE TxDOT Designation: Tex-201-F Effective Date: January 2016 1. SCOPE 1.1 Use this method to determine the bulk specific gravity
LABORATORY DETERMINATION OF CALIFORNIA BEARING RATIO
LABORATORY DETERMINATION OF CALIFORNIA BEARING RATIO STANDARD IS: 2720 (Part 16) 1979. DEFINITION California bearing ratio is the ratio of force per unit area required to penetrate in to a soil mass with
Virginia Gardener http://www.hort.vt.edu/envirohort
The Virginia Gardener http://www.hort.vt.edu/envirohort Name Help Sheets: Seeds What Is a Seed? A seed is a very young plant that is in the dormant, or resting stage. It is very much alive. There are three
Site sampling and testing of concrete
Sampling amended booklet amended:layout 1 4/8/09 14:14 Page 1 A practical guide for site personnel Site sampling and testing of concrete Cubes have a vital role to test that the concrete strength meets
Florida Method of Test for TESTING OF GROUND TIRE RUBBER Designation: FM 5-559
Florida Method of Test for TESTING OF GROUND TIRE RUBBER Designation: FM 5-559 1 SCOPE 1.1 This method is used to determine the physical requirements of ground tire rubber for use in asphalt rubber using
In-situ Density Determination by Sand Replacement Method
University of Texas at Arlington Geotechnical Engineering Laboratory Test Procedure In-situ Density Determination by Sand Replacement Method Lecture Note 7 (Thursday 03-04-04) 1 Definitions, Objectives
Corn Tissue Sampling WHEN AND HOW
WHEN AND HOW Corn Tissue Sampling After the grower, farm, field and plant tissue work order have been created within the Nutra-Links Crop Intelligence software; 1. Print the field s work order and take
INSTALLATION RECOMMENDATIONS. Outdoor Rubber Tiles
INSTALLATION RECOMMENDATIONS Outdoor Rubber Tiles Prior to Installation: The Outdoor Rubber Tiles and accessory transition pieces intended for this installation have been shipped to you via a freight carrier
Soils and Aggregates Division
Dan Sajedi, Division Chief 443-572-5162 George Hall, Assistant Division Chief Field Operations 443-572-5271 Eric Frempong, Assistant Division Chief Laboratory 443-572-5055 Aggregate Materials, Controlled
STANDARD OPERATING PROCEDURES
Date: July 27, 2014 Author: Emily Barasa STANDARD OPERATING PROCEDURES METHOD FOR DETERMINATION OF ATTERBERG LIMITS AND LINEAR SHRINKAGE IN SOILS Contact Details: Telephone: +254 (20) 7224000/4235/4279/4163
Lab 1 Concrete Proportioning, Mixing, and Testing
Lab 1 Concrete Proportioning, Mixing, and Testing Supplemental Lab manual Objectives Concepts Background Experimental Procedure Report Requirements Discussion Prepared By Mutlu Ozer Objectives Students
LABORATORY II. PLASTICITY - Atterberg limits. w L - Cone test, Cassagrande test
LABORATORY II. PLASTICITY - Atterberg limits w L - Cone test, Cassagrande test Consistency - limits I P w L w P Is plasticity important? Smectite Structure Tetrahedral layer Octahedral layer Tetrahedral
How To Count Asbestos
Appendix B NOA Concentrations in Road Surfacing Material, Slodusty Road, Garden Valley, California Introduction As part of a study to identify potential sources of naturally occurring asbestos (NOA) releases
SPECIFIC GRAVITY OF COARSE AGGREGATE AASHTO T 85
SPECIFIC GRAVITY OF COARSE AGGREGATE AASHTO T 85 GLOSSARY Absorption: The increase in weight due to water contained in the pores of the material. Bulk Specific Gravity (also known as Bulk Dry Specific
Soil Sampling for Nutrient Management
Soil Sampling for Nutrient Management Nutrient Management Factsheet No. 2 in Series Revised September 2010 Order Reference No. 631-500-1 For nutrient management, soil sampling is done to collect a soil
METHOD OF TEST FOR SAMPLING AND TESTING CRUMB RUBBER MODIFIER
STATE OF CALIFORNIA BUSINESS, TRANSPORTATION AND HOUSING AGENCY DEPARTMENT OF TRANSPORTATION DIVISION OF ENGINEERING SERVICES Transportation Laboratory 5900 Folsom Boulevard Sacramento, California 95819-4612
GRADATION OF AGGREGATE FOR CONCRETE BLOCK
GRADATION OF AGGREGATE FOR CONCRETE BLOCK Although numerous papers have been written concerning the proper gradation for concrete mixes, they have generally dealt with plastic mixes, and very little published
Appendix D.1. Testing Requirements for Infiltration, Bioretention and Sand Filter Subsoils
Appendix D.1 Testing Requirements for Infiltration, Bioretention and Sand Filter Subsoils General Notes Pertinent to All Testing 1. For infiltration trench (I-1) and basin (I-2) practices, a minimum field
Create your own dig! bbc.co.uk/history/handsonhistory
Create your own dig! Archaeologists find out about the past by DISCOVERING artefacts left behind by our ancestors, EXAMINING what they have found and then RECORDING their discoveries for the future. You
Hands-On Labs SM-1 Lab Manual
EXPERIMENT 4: Separation of a Mixture of Solids Read the entire experiment and organize time, materials, and work space before beginning. Remember to review the safety sections and wear goggles when appropriate.
CW 3110 SUB-GRADE, SUB-BASE AND BASE COURSE CONSTRUCTION TABLE OF CONTENTS
December 2014 CW 3110 SUB-GRADE, SUB-BASE AND BASE COURSE CONSTRUCTION TABLE OF CONTENTS 1. DESCRIPTION... 1 1.1 General... 1 1.2 Definitions... 1 1.3 Referenced Standard Construction Specifications...
9.00 THE USE OF HUNTER LAND DRAINAGE PERFORATED PIPES. Hunter Underground Systems
9.00 THE USE OF HUNTER LAND DRAINAGE PERFORATED PIPES Hunter Underground Systems 9.01 General 9.02 Surface water Drainage 9.03 Groundwater Drainage 9.04 Dispersal of Septic Tank Effluent 9.01 The use of
Otta Seal BACKGROUND GENERAL DESCRIPTION DESIGN ASPECTS. Category : Technical Information/On-carriageway/
Otta Seal Category : Technical Information/On-carriageway/ BACKGROUND An Otta seal is a thin bituminous seal comprising graded gravel or crushed aggregate containing all sizes and either a cut-back or
CONSTANT HEAD AND FALLING HEAD PERMEABILITY TEST
CONSTANT HEAD AND FALLING HEAD PERMEABILITY TEST 1 Permeability is a measure of the ease in which water can flow through a soil volume. It is one of the most important geotechnical parameters. However,
HIGHWAYS DEPARTMENT GUIDANCE NOTES ON SOIL TEST FOR PAVEMENT DESIGN
HIGHWAYS DEPARTMENT GUIDANCE NOTES ON SOIL TEST FOR PAVEMENT DESIGN Research & Development Division RD/GN/012 August 1990 HIGHWAYS DEPARTMENT GUIDANCE NOTES (RD/GN/012) SOIL TEST FOR PAVEMENT DESIGN Prepared
Bottle Rockets. Vanderbilt Student Volunteers for Science. Fall 2008
Bottle Rockets Vanderbilt Student Volunteers for Science Fall 2008 I. Introduction: History of Rockets Explain to the students that rockets are more than two thousand years old. Give the students a BRIEF
Georgia Department of Transportation. Office of Materials and Research. Standard Operating Procedure (SOP) 19
Laboratory SOP 19 Revised July 1, 2003 Georgia Department of Transportation Office of Materials and Research Standard Operating Procedure (SOP) 19 This Standard Operating Procedure provides a means whereby
PHYSICAL AND PLASTICITY CHARACTERISTICS
0 PHYSICAL AND PLASTICITY CHARACTERISTICS EXPERIMENTS #1-5 CE 3143 October 7, 2003 Group A David Bennett 1 TABLE OF CONTENTS 1. Experiment # 1: Determination of Water Content (August 26, 2003) pp. 1-3
Separation of Amino Acids by Paper Chromatography
Separation of Amino Acids by Paper Chromatography Chromatography is a common technique for separating chemical substances. The prefix chroma, which suggests color, comes from the fact that some of the
NorthEast Transportation Training and Certification Program (NETTCP) Course Registration Form
(NETTCP) Course Registration Form Interim Certification (Cost $300 members / $425 non-members) HMA Plant Technician* HMA Paving Inspector* Soils & Aggregate Inspector* Soils & Aggregate Lab Technician*
14.330 SOIL MECHANICS Assignment #4: Soil Permeability.
Geotechnical Engineering Research Laboratory One University Avenue Lowell, Massachusetts 01854 Edward L. Hajduk, D.Eng, PE Lecturer PA105D Tel: (978) 94 2621 Fax: (978) 94 052 e mail: [email protected]
Quantifying Bacterial Concentration using a Calibrated Growth Curve
BTEC 4200 Lab 2. Quantifying Bacterial Concentration using a Calibrated Growth Curve Background and References Bacterial concentration can be measured by several methods, all of which you have studied
Standard Test 1. SCOPE. 1.1. Description of Test
STP 206-9 Standard Test Section: Procedures Manual 1. SCOPE 1.1. Description of Test This test covers the determination of the approximate percentage of lightweight pieces in aggregate by means of sink-float
SIEVE ANALYSIS OF FINE AND COARSE AGGREGATES FOP FOR AASHTO T 27 (11)
SIEVE ANALYSIS OF FINE AND COARSE AGGREGATES FOP FOR AASHTO T 27 (11) MATERIALS FINER THAN 75 µm (No. 200) SIEVE IN MINERAL AGGREGATE BY WASHING FOP FOR AASHTO T 11 (11) Scope Sieve analysis determines
DRAFT Standard Operating Procedure for Long-Term Archiving of PM 2.5 Filters and Extracts
Page 1 of 6 DRAFT Standard Operating Procedure for Long-Term Archiving of PM 2.5 Filters and Extracts Environmental and Industrial Sciences Division Research Triangle Institute Research Triangle Park,
HOW TO MAKE A MOTOR BRACKET
HOW TO MAKE A MOUNTING BRACKET FOR AN ELECTRIC MOTOR Often, brackets supplied with purchased items (e.g. electric motors or servos) are not ideally suited for fitting into our models or they are not supplied
Standard Test Procedures Manual
STP 206-1 Standard Test Procedures Manual Section: 1. SCOPE 1.1. Description of Test 2. APPARATUS This method describes the procedure for determining the relationship between the particle size distribution
Name: PLSOIL 105 & 106 First Hour Exam February 27, 2012. Part A. Place answers on bubble sheet. 2 pts. each.
Name: PLSOIL 105 & 106 First Hour Exam February 27, 2012 Part A. Place answers on bubble sheet. 2 pts. each. 1. A soil with 15% clay and 20% sand would belong to what textural class? A. Clay C. Loamy sand
Standard Operating Procedure for Cleaning Nylon Filters Used for the Collection of PM 2. 5 Material
PM 2.5 Nylon Filter Cleaning Date: August 25,2009 Page I of8 Standard Operating Procedure for Cleaning Nylon Filters Used for the Collection of PM 2. 5 Material Environmental and Industrial Sciences Division
Paper Chromatography: Separation and Identification of Five Metal Cations
Paper Chromatography: Separation and Identification of Five Metal Cations Objectives Known and unknown solutions of the metal ions Ag +, Fe 3+, Co 2+, Cu 2+ and Hg 2+ will be analyzed using paper chromatography.
Seven. Easy Steps. Your Own Walkway, Without Mortar. or Concrete. to Installing. Driveway and Patio
Seven Easy Steps to Installing Your Own Walkway, Driveway and Patio Without Mortar or Concrete Brick is one of the world s oldest and most enduring building materials. Those same qualities also make it
WEATHERING QUALITY INDEX OF COARSE AGGREGATE PROFICIENCY PROGRAMME
TECHNICAL REPORT ON WEATHERING QUALITY INDEX OF COARSE AGGREGATE PROFICIENCY PROGRAMME CETANZ Technical Report TR 3 Author(s) Frank Hu, Downer NZ Ltd Report Date First Issue Oct 212 Report Revision Date
Reasons for reissue are provided in Section 6, REVISION SUMMARY.
Reasons for reissue are provided in Section 6, REVISION SUMMARY. The FRONT OF TOOL has the AMP marking on the link. The BACK OF TOOL (Wire Side), into which the wire is inserted, has the wire size marked
Standard Test Procedures Manual
STP 205-13 Standard Test Procedures Manual Section: 1. SCOPE 1.1. Description of Test This method describes the procedure for determining the relationship between the moisture and density of fine-grained
product manual HS-4210 HS-4210_MAN_09.08 Digital Static Cone Penetrometer
HS-4210_MAN_09.08 product manual HS-4210 Digital Static Cone Penetrometer Introduction This Manual covers the measurement of bearing capacity using the Humboldt Digital Static Cone Penetrometer (DSCP).
KWANG SING ENGINEERING PTE LTD
KWANG SING ENGINEERING PTE LTD 1. INTRODUCTION This report represents the soil investigation works at Aljunied Road / Geylang East Central. The objective of the soil investigation is to obtain soil parameters
METHOD OF TEST FOR UNIT WEIGHT OF FRESH CONCRETE
STATE OF CALIFORNIA BUSINESS, TRANSPORTATION AND HOUSING AGENCY DEPARTMENT OF TRANSPORTATION DIVISION OF ENGINEERING SERVICES Transportation Laboratory 5900 Folsom Blvd. Sacramento, California 95819-4612
8.9 - Flash Column Chromatography Guide
8.9 - Flash Column Chromatography Guide Overview: Flash column chromatography is a quick and (usually) easy way to separate complex mixtures of compounds. We will be performing relatively large scale separations
B&W PAPER DEVELOPERS DEVELOPERS FOR THE DISH/TRAY PROCESSING OF BLACK AND WHITE PHOTOGRAPHIC PAPERS
TECHNICAL INFORMATION B&W PAPER DEVELOPERS DEVELOPERS FOR THE DISH/TRAY PROCESSING OF BLACK AND WHITE PHOTOGRAPHIC PAPERS ILFORD MULTIGRADE developer MULTIGRADE is a rapid liquid concentrate dimezone-s/hydroquinone
Erosion Resistance Performance Comparison Of Natracil, Stabilizer And Envirobond s Organic-Lock
Erosion Resistance Performance Comparison Of Natracil, Stabilizer And Envirobond s Organic-Lock Testing conducted at the Envirobond Test Laboratory, Mississauga, ON Canada Erosion Resistance Performance
The Basic Principles of Sieve Analysis
The Basic Principles of Sieve Analysis Introduction Many natural and manufactured materials occur in a disperse form, which means that they consist of differently shaped and sized particles. The particle
Math Matters: Dissecting Hydrometer Calculations
Math Matters: Dissecting Hydrometer Calculations By Jonathan Sirianni, Laboratory Assessor In the 16th century Galileo and the Tower of Pisa made famous the fact that two objects, no matter their mass,
Chemistry 112 Laboratory Experiment 6: The Reaction of Aluminum and Zinc with Hydrochloric Acid
Chemistry 112 Laboratory Experiment 6: The Reaction of Aluminum and Zinc with Hydrochloric Acid Introduction Many metals react with acids to form hydrogen gas. In this experiment, you will use the reactions
Sumitomo Electric Wiring Systems, Inc. Part Identification and Labeling Requirements
1.0 INTRODUCTION These specifications provide guidelines for printing and applying a Shipping/Parts Identification label. Note: In this document, the word must indicates a requirement and the word should
Sampling and testing iron ore fines Aide-mémoire
Sampling and testing iron ore fines Aide-mémoire UK P&I CLUB IS MANAGED BY THOMAS MILLER These notes are for the guidance of, shippers, shipowners, charterers, surveyors, ships crews and other parties
Loss-on-Ignition Standard Operating Procedure
Page 1 of 5 Loss-on-Ignition Standard Operating Procedure LacCore, National Lacustrine Core Facility 11/11/2013 Contents Purpose... 1 Equipment... 2 Safety... 2 Summary... 2 Procedure... 3 How to use the
Isolation of Caffeine from Tea
Isolation of Caffeine from Tea Introduction A number of interesting, biologically active compounds have been isolated from plants. Isolating some of these natural products, as they are called, can require
&'( ,,( - 0&( .&( WMSD = Work Related Muscular Skeletal Disorder
Lotsa pounds ! "!!!" #$% &'( )*+ 0&( )*+,,( - )*+.&( /) )*+ WMSD = Work Related Muscular Skeletal Disorder Source: SHARP technical report No. 40-6-2002 #$%+#! Source: American Society of Safety Engineers
Basic Bread. Equipment: Ingredients:
Equipment: kitchen scales measuring spoons 2 large mixing bowls scissors 1 medium mixing jug, big enough for 500 ml at least wooden spoon pastry brush large board or flat, clean surface for kneading dough
Aggregates for Path Construction
Aggregates for Path Construction Technical Information Note No. 7 October 2011 About Sustrans Sustrans makes smarter travel choices possible, desirable and inevitable. We re a leading UK charity enabling
Apr 17, 2000 LAB MANUAL 1811.0
Apr 17, 2000 LAB MANUAL 1811.0 1811 BULK SPECIFIC GRAVITY (GMB) AND DENSITY OF COMPACTED BITUMINOUS SPECIMENS USING PARAFFIN OR PARAFILM ASTM Designation D 1188 (MN/DOT Modified) 1811.1 SCOPE This test
The formulae for calculating the areas of quadrilaterals, circles and triangles should already be known :- Area = 1 2 D x d CIRCLE.
Revision - Areas Chapter 8 Volumes The formulae for calculating the areas of quadrilaterals, circles and triangles should already be known :- SQUARE RECTANGE RHOMBUS KITE B dd d D D Area = 2 Area = x B
The Empirical Formula of a Compound
The Empirical Formula of a Compound Lab #5 Introduction A look at the mass relationships in chemistry reveals little order or sense. The ratio of the masses of the elements in a compound, while constant,
SPILL PREVENTION PLAN
SPILL PREVENTION PLAN ASPHALT BATCH PLANT NIRB FILE # 15XN046 Presented to NIRB September 2015 TABLE OF CONTENTS PAGE 1. SPILL CONTROL PLAN... 1 1.1 RESPONSE EQUIPMENT... 1 1.2 GENERAL PROCEDURES IN CASE
SMD Soldering Guide by Infidigm
SMD Soldering Guide by Infidigm Purpose The purpose of this guide is to introduce SMD (Surface Mount Device) hand soldering. The guide is organized into different methods. Each method is used specifically
CRIME SCENE PROCEDURES III.
CRIME SCENE PROCEDURES III. Evidence Collection... 2 Collection Methods... 3 Evidence Marking and Packaging... 4 Establishing the Chain of Custody... 4 Reporting... 6 Evidence Collection Investigators
CHAPTER 8- REDUCING THE MOISTURE
CHAPTER 8- REDUCING THE MOISTURE I ve learned many different ways to cut down on moisture and dampness over my many years of being a homeowner. All those tips I ve included right here for you so that you
Purpose To determine the factors affecting the appearance of impact craters and ejecta.
Teacher Page Purpose To determine the factors affecting the appearance of impact s and ejecta. Background [also see Teacher's Guide Pages 1, 2, photo on 8, 12, and photo on 13] The circular features so
Geotechnical Measurements and Explorations Prof. Nihar Ranjan Patra Department of Civil Engineering Indian Institute of Technology, Kanpur
Geotechnical Measurements and Explorations Prof. Nihar Ranjan Patra Department of Civil Engineering Indian Institute of Technology, Kanpur Lecture No. # 28 Last lecture we have covered this Atterberg limit,
* Readily available from supermarkets and health food stores. 80-145 minutes (total over 3 to 7 days) SOSE: Investigate Australia s salinity crisis
Lesson Plan 12 Salt and germination Brief description This fascinating, cheap and very reliable experiment clearly demonstrates the damaging effects of salinity (salt) on seed germination. Mung beans are
HONING LATHE DUPLICATOR CUTTERS
Lay the flat face of the cutter or bit on the flat top surface of the hone with the rest of the cutter overhanging the edge. Rub the cutter or bit up and down the hone (Figure 24-44). Be sure to hold the
QUALITY ASSURANCE / QUALITY CONTROL POLICY BREG SOIL AND WATER QUALITY LABORATORY UNIVERSITY OF DELAWARE
QUALITY ASSURANCE / QUALITY CONTROL POLICY BREG SOIL AND WATER QUALITY LABORATORY UNIVERSITY OF DELAWARE Department of Bioresources Engineering Rm 111 Worrilow Hall 531 S. College Ave. Newark, DE 19716-2140
INDEX 03010-1 DESCRIPTION 2 03010-2 MATERIALS 2 03010-3 APPROVAL OF SUBBASE COURSE 3 03010-4 CONSTRUCTION 4 03010-5 MEASUREMENT 6 03010-6 PAYMENT 6
03010_Dec22_2009.pdf Page 1 of 5 INDEX Page 03010-1 DESCRIPTION 2 03010-2 MATERIALS 2 03010-3 APPROVAL OF SUBBASE COURSE 3 03010-4 CONSTRUCTION 4 03010-5 MEASUREMENT 6 03010-6 PAYMENT 6 03010_Dec22_2009.pdf
The Analytical Balance
Chemistry 119: Experiment 1 The Analytical Balance Operation of the Single-Pan Analytical Balance Receive instruction from your teaching assistant concerning the proper operation of the Sartorius BP 210S
LABORATORY CLASSIFICATION OF SOILS FOR ENGINEERING PURPOSES
Test Procedure for LABORATORY CLASSIFICATION OF SOILS FOR ENGINEERING PURPOSES TxDOT Designation: Tex-142-E Effective Date: August 1999 1. SCOPE 1.1 This method is a system for classifying disturbed and
Determination of a Chemical Formula
1 Determination of a Chemical Formula Introduction Molar Ratios Elements combine in fixed ratios to form compounds. For example, consider the compound TiCl 4 (titanium chloride). Each molecule of TiCl
Unit Price Averages Reports
Unit Price Averages Reports 12/7/2015 UNIT PRICE AVERAGES REPORT Disclaimer The information provided in the following Unit Price Averages Report is only for the use of Alberta Infrastructure & Transportation
All sediments have a source or provenance, a place or number of places of origin where they were produced.
Sedimentary Rocks, Processes, and Environments Sediments are loose grains and chemical residues of earth materials, which include things such as rock fragments, mineral grains, part of plants or animals,
Chapter 8 Design of Concrete Mixes
Chapter 8 Design of Concrete Mixes 1 The basic procedure for mix design is applicable to concrete for most purposes including pavements. Concrete mixes should meet; Workability (slump/vebe) Compressive
UNECE STANDARD DDP-04 HAZELNUT KERNELS
UNECE STANDARD DDP-04 concerning the marketing and commercial quality control of HAZELNUT KERNELS 2010 EDITION UNITED NATIONS New York and Geneva, 2010 Working Party on Agricultural Quality Standards NOTE
DETERMINING THE DENSITY OF LIQUIDS & SOLIDS
DETERMINING THE DENSITY OF LIQUIDS & SOLIDS 17 Density, like color, odor, melting point, and boiling point, is a physical property of matter. Therefore, density may be used in identifying matter. Density
The University of Toledo Soil Mechanics Laboratory
The University of Toledo Soil Mechanics Laboratory 1 Soil Moisture-Density Relationship Standard and Modified Proctor Tests Introduction For earthork construction it is important to compact soils to a
Lithium Primary/Metal Battery Transportation
Energizer Battery Manufacturing, Inc. 25225 Detroit Road Westlake, Ohio 44145 (440) 835-7500 Phone (440) 899-6028 Fax Lithium Primary/Metal Battery Transportation Contents 1) Introduction... 2 2) Within,
GUIDELINE FOR HAND HELD SHEAR VANE TEST
GUIDELINE FOR HAND HELD SHEAR VANE TEST NZ GEOTECHNICAL SOCIETY INC August 2001 CONTENTS Page 1.0 Introduction 2 2.0 Background 2 3.0 Recommended Practice 3 4.0 Undrained Shear Strength 3 5.0 Particular
SCREEN PRINTING INSTRUCTIONS
SCREEN PRINTING INSTRUCTIONS For Photo-Imageable Solder Masks and Idents Type 5600 Two Part Solder Masks and Idents Mega Electronics Ltd., Mega House, Grip Industrial Estate, Linton, Cambridge, ENGLAND
