Battery Load Tester Instruction Manual
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Geologically Hazardous Area Assessment
Geologically Hazardous Area Assessment Guemes Channel Trail Extension Anacortes, Washington for Herrigstad Engineering, PS May 16, 2014 Earth Science + Technology Geologically Hazardous Area Assessment Guemes Channel Trail Extension Anacortes, Washington for Herrigstad Engineering, PS May 16, 2014 600 Dupont Street Bellingham, Washington 98225 360.647.1510 Table of Contents INTRODUCTION AND SCOPE ........................................................................................................................ 1 DESIGNATION OF GEOLOGIC HAZARD AREAS AT THE SITE ..................................................................... 1 SITE CONDITIONS .......................................................................................................................................... 2 Surface Conditions ................................................................................................................................. 2 Geology ................................................................................................................................................... 3 Subsurface Explorations ........................................................................................................................ 4 Subsurface Conditions .......................................................................................................................... 4 Soil Conditions ................................................................................................................................. 4 Groundwater -
Hydrometer and Viscosity Cup Guide
Hydrometers Do Work What Is Specific Gravity? Specific gravity of any solid or liquid substance is its weight compared with the weight of an equal bulk of pure water at 62 degrees F at sea level. Gases use an equal volume of pure air at 32 degrees F. There are three methods of determining the specific gravity of liquids: Hydrometer In which the specific gravity of the liquid tested is read as the scale division marking the liquid level on the stem. Bottle Method In which the specific gravity is the weight of liquid (slip) in a full bottle divided by the weight of water in a full bottle. Displacement Method In which specific gravity is the weight of liquid displaced by a body divided by the weight of an equal volume of water displaced by the same body. The first two methods are practical. The faster, easier method uses a hydrometer designed specifically for slip (see right). There are many different hydrometers. Slip should range between 1.78 to 1.75, the latter being the maximum amount of water in the body and the former the lesser amount. How To Get An Accurate Reading 1. Store hydrometer in water. This keeps slip from drying on the surface. A cut off two liter soft drink bottle is ideal. Remove and gently “squeegee” off excess water. 2. Immerse in freshly agitated slip to the stem readings. 3. Lift up, “squeegee” off excess slip. Hydrometer is now “wet coated” with slip, not with water, which would give a false reading. 4. Immerse bulb half way into slip before releasing. -
Assessment of Pavement Foundation Stiffness Using Cyclic Plate Load Test
Assessment of Pavement Foundation Stiffness using Cyclic Plate Load Test Mark H. Wayne & Jayhyun Kwon Tensar International Corporation, Alpharetta, U.S.A. David J. White R.L. Handy Associate Professor of Civil Engineering, Department of Civil, Construction, and Environmental Engineering, Iowa State University, Ames, Iowa ABSTRACT: The quality of the pavement foundation layer is critical in performance and sustainability of the pavement. Over the years, various soil modification or stabilization methods were developed to achieve sufficient bearing performance of soft subgrade. Geogrid, through its openings, confine aggre- gates and forms a stabilized composite layer of aggregate fill and geogrid. This mechanically stabilized layer is used to provide a stable foundation layer for roadways. Traditional density-based QC plans and associated QA test methods such as nuclear density gauge are limited in their ability to assess stiffness of stabilized composite layers. In North America, non-destructive testing methods, such as falling weight de- flectometer (FWD) and light weight deflectometer (LWD) are used as stiffness- or strength-based QA test methods. In Germany and some other European countries, a static strain modulus (Ev2) is more commonly used to verify bearing performance of paving layers. Ev2 is a modulus measured on second load stage of the static plate load test. In general, modulus determined from first load cycle is not reliable because there is too much re-arrangement of the gravel particles. However, a small number of load cycles may not be sufficiently dependable or reliable to be used as a design parameter. Experiments were conducted to study the influence of load cycles in bearing performance. -
How to Read a Hydrometer
Triple Scale Beer & Wine Hydrometer • Please Note: Always handle your hydrometer with care and DO NOT BOIL Why Use a Hydrometer – A Hydrometer is an instrument used Example formula: 1.073 was the Original Gravity reading and 1.012 How to Read to measure the progress of fermentation and determine alcohol per- is the Final Gravity reading.: 1.073-1.012=.06 x 131 = 7.99% Alc. By Vol centage. How to Determine Alcohol Percentage for Wine – For A Hydrometer Hydrometer Theory – A Hydrometer measures the density of a Wine, your final reading is often below zero. In wine, nearly all the liquid in relation to water. In beer or wine making we are measuring sugar is converted to alcohol – because alcohol is lighter than wa- how much sugar is in solution. The more sugar that is in solution, ter, your reading at the end of a wine fermentation is often negative. the higher the hydrometer will float. As sugar is turned into alcohol When the reading is negative, you have to add this back to your first during the fermentation, the hydrometer will slowly sink lower in the reading. Here is an example for these situations: .990 solution. When fermentation is finished, the hydrometer will stop Example Using Potential Alcohol Scale for Wine: sinking. Original Reading: 12.5 Potential alcohol 1.000 Three Scales – What are they used for? – Each of our Fer- Final Reading: -.7 Potential alcohol mentap hydrometers comes with three scales. The Specific Gravity - - - - - - - - - scale is most often used in brewing. The Brix scale is most often used 1.010 (12.5+.7)=13.2 % alcohol by volume in winemaking. -
Enhancement of Shaft Capacity of Cast-In- Place Piles Using a Hook System
Enhancement of Shaft Capacity of Cast-in- Place Piles using a Hook System by Ghazi Abou El Hosn A thesis submitted to the Faculty of Graduate and Postdoctoral Affairs in partial fulfillment of the requirements for the degree of: Master of Applied Science in Civil Engineering Carleton University, Ottawa, Ontario ©2015 Ghazi Abou El Hosn * Abstract This research investigates an innovative approach to improve the shaft bearing capacity of cast- in-place pile foundations by utilizing passive inclusions (Hooks) that will be mobilized if movement occurs in pile system. An extensive experimental program was developed to study the shaft bearing capacity of cast-in-place piles with and without hook system in soft clay and sand. First phase of the experiment was developed to investigate the effect of passive inclusion on pile- soil interface shear strength behaviour, employing a modified direct shear test apparatus. The interface strength obtained for pile-soil specimens was found to significantly increase when passive inclusions were implemented. Apparent residual friction angle for concrete-sand interface increased from 22 to 29.5 when two hook elements were used at the pile-soil interface. The pile-clay apparent adhesion was also increased from 19 kPa to 34 kPa. A series of pile-load testing at field were performed on cast-in-place in soft clay to investigate the effect of passive inclusions on pile bearing capacity. The pile-load tests were conducted at Gloucester test site. Four model piles were cast with steel cages along with hooks (P1- no hook, P2-7 hooks, P3- 5 hooks and P4- 5 hooks) installed on the exterior side of the steel cages prior to filling the hole with concrete. -
Engineering Geological Characterisation and Slope Stability
Engineering Geological Characterisation and Slope Stability Assessment of Whitehall Quarry, Waikato. A Thesis submitted in partial fulfilment of the requirements of the degree of Master of Science in Engineering Geology at the University of Canterbury by Daniel Rodney Strang UNIVERSITY OF CANTERBURY 2010 I Frontispiece Whitehall Quarry “Over 4,000 tonnes of aggregate goes into every 1 km of a two lane road” II Abstract Whitehall Quarry is located 4 km east of Karapiro, near Cambridge within the Waikato District. Current quarrying operations produce between 150,000 and 300,000 tonnes of aggregate for use in the surrounding region. This study is an investigation into the engineering geological model for the quarry and pit slope stability assessment. Pit slope stability is an integral aspect of quarrying and open-pit mining since slopes should be as steep as possible to minimise waste material which needs to be removed, yet shallow enough to minimise potential hazards to personnel and equipment below pit slopes. This study also assesses the stability of complex wedge located within the north western corner of the quarry. Initial estimates approximate a wedge mass volume of 500,000 m3; failure was triggered during the late 80‟s due a stripping programme at the head of the mass. Field and laboratory investigations were carried out to identify and quantify engineering geological parameters. Photogrammetric and conventional scanline analytical techniques identified two domains within the quarry divided by the Main Quarry Shear Zone (MQSZ). Discontinuity orientations are the key differences between the two domains. Bedding planes appear to have slightly different orientations and each domain has very different joint sets identified. -
Soil Testing in Missouri a Guide for Conducting Soil Tests in Missouri
Soil Testing In Missouri A Guide for Conducting Soil Tests in Missouri University Extension Division of Plant Sciences, College of Agriculture, Food and Natural Resources University of Missouri Revised 1/2012 EC923 Soil Testing In Missouri A Guide for Conducting Soil Tests in Missouri Manjula V. Nathan John A. Stecker Yichang Sun 2 Preface Missouri Agricultural Experiment Station Bulletin 734, An Explanation of Theory and Methods of Soil Testing by E. R. Graham (1) was published in 1959. It served for years as a guide. In 1977 Extension Circular 923, Soil Testing in Missouri, was published to replace Station Bulletin 734. Changes in soil testing methods that occurred since 1977 necessitated the first revision of EC923 in 1983. That revision replaced the procedures used in the county labs. This second revision adds several procedures for nutrient analyses not previously conducted by the laboratory. It also revises a couple of previously used analyses (soil organic matter and extractable zinc). Acknowledgement is extended to John Garrett and T. R. Fisher, co-authors of the 1977 edition of EC923 and to J. R. Brown and R.R. Rodriguez, co-authors of the 1983 edition. 3 Contents Introduction……………………………………………………………….….. 5 Sampling………………………………………………………………...……. 7 Sample Submission and Preparation…………….…………………..…..……… 7 Extraction and Measurement……………………………………………..……… 7 pH and Acidity Determination……………………...………………………..…. 8 Evaluation of Soil Tests…………………………………………………………. 9 Procedures………….……………………...……………………………....……. 10 Organic Matter Loss on Ignition……………...…...…...……………………… 11 Potassium Calcium, Magnesium and Sodium Ammonium Acetate Extraction…………………….….……………………………………….… 13 Phosphorus Bray I and Bray II Methods…………...…………………….…….... 16 Soil pH in Water (pHw) ……….………………………………………………. 20 Soil pH in a Dilute Salt Solution (pHs) ………………………….…………….... 22 Neutralizable Acidity (NA) New Woodruff Buffer Method………...…………… 24 Zinc, Iron, Manganese and Copper DPTA Extraction …….….……………..... -
5. Soil, Plant Tissue and Manure Analysis
5. Soil, Plant Tissue and Manure Analysis Profitable crop production depends on applying enough nutrients to each Soil analysis field to meet the requirements of Handling and preparation the crop while taking full advantage When samples arrive for testing, of the nutrients already present in the laboratory: the soil. Since soils vary widely in their fertility levels, and crops in • checks submission forms and their nutrient demand, so does the samples to make sure they match amount of nutrients required. • ensures client name, sample IDs and requests are clear Soil and plant analysis are tools used • attaches the ID to the samples and to predict the optimum nutrient submission forms application rates for a specific crop in • prepares samples for the drying a specific field. oven by opening the boxes or bags and placing them on drying racks Soil tests help: • places samples in the oven at • determine fertilizer requirements 35°C until dry (1–5 days) (nitrate • determine soil pH and samples should be analyzed lime requirements without drying) • diagnose crop production problems • grinds dry samples to pass through • determine suitability for a 2 mm sieve, removing stones and biosolids application crop residue • determine suitability for • moves samples to the lab where specific herbicides sub-samples are analyzed Plant tissue tests help: What’s reported in a soil test Commercial soil-testing laboratories • determine fertilizer requirements offer different soil testing/analytical for perennial fruit crops packages. How the laboratory reports • diagnose nutrient deficiencies the results will also differ between • diagnose nutrient toxicities labs. It is important to select an • validate fertilizer programs analytical package that meets your requirements. -
Accelerated Load Testing of Pavements HVS-Nordic Tests at VTI Sweden 2003–2004
VTI rapport 544A www.vti.se/publications Published 2006 Accelerated load testing of pavements HVS-Nordic tests at VTI Sweden 2003–2004 Leif G Wiman Publisher: Publication: VTI rapport 544A Published: Project code: 2006 60813 SE-581 95 Linköping Sweden Project: Accelerated load testing of pavement using Heavy Vehicle Simulator (HVS) Author: Sponsor: Leif G Wiman Swedish Road Administration Title: Accelerated load testing of pavements – HVS-Nordic tests at VTI Sweden 2003–2004 Abstract (background, aim, method, result) max 200 words: During 2003 and 2004 two accelerated load tests were performed at the VTI test facility in Sweden (SE05 and SE06). The objective of SE05 was to investigate the deformation behaviour of two different unbound base materials. Half of the test area was constructed with a base layer of natural granular material and the other half with a base layer of crushed rock aggregate. This means that the two structures were tested simultaneously. The objective of SE06 was to be the third test in a series of structural design tests with stepwise higher bearing capacity. The previous two tests in this series are SE01 and SE02. In the unbound base material test, SE05, the surface rut depth propagation during the accelerated load testing was greater on the crushed rock aggregate structure especially in wet condition. This was not expected and more than half of the difference in surface rut depth was found in the difference in the base layer deformations. One main reason for this unexpected behaviour is believed to be unsatisfactory compaction of the crushed rock aggregate. The performance of the pavement structures SE01, SE02 and SE06 during the accelerated load testing will be analysed in more detail in the future. -
Mapping and Analysis of the Rio Chama Landslide and Evaluation of Regional Landslide Susceptibility, Archuleta County, Colorado
MAPPING AND ANALYSIS OF THE RIO CHAMA LANDSLIDE AND EVALUATION OF REGIONAL LANDSLIDE SUSCEPTIBILITY, ARCHULETA COUNTY, COLORADO by Cole D. Rosenbaum A thesis submitted to the Faculty and the Board of Trustees of the Colorado School of Mines in partial fulfillment of the requirements for the degree of Masters of Science (Geological Engineering). Golden, Colorado Date_______ Signed: _______________________ Cole D. Rosenbaum Signed: _______________________ Dr. Wendy Zhou Thesis Advisor Signed: _______________________ Dr. Paul Santi Thesis Advisor Golden, Colorado Date_______ Signed: _______________________ Dr. M. Stephen Enders Professor and Interim Head Department of Geology and Geological Engineering ii ABSTRACT Recent landslides, such as the West Salt Creek landslide in Colorado and the Oso landslide in Washington, have brought to light the need for more extensive landslide evaluations in order to prevent disasters in the U.S.. The goal of this research is to characterize and map the Rio Chama landslide, evaluate conditions at failure, predict future behavior, and apply these findings to create a regional susceptibility model for similar failures. Based on the classification scheme proposed by Cruden and Varnes (1996), the Rio Chama landslide is an active multiple rotational debris slide and flow complex with observed activity since 1952, located near the headwaters of the Rio Chama River in south-central Colorado. Site reconnaissance was conducted in 2015 and 2016 and coupled with laboratory testing of samples and limit equilibrium stability analysis. A hierarchical heuristic model using an analytic hierarchy process was applied to evaluate the susceptibility of the region to failures similar to the Rio Chama landslide. Weights were assigned to parameters based on their influence on landslide susceptibility, and weighted parameters were combined to produce a regional susceptibility map. -
Test Method and Discussion for the Particle Size Analysis of Soils by Hydrometer Method
TEST METHOD AND DISCUSSION FOR THE PARTICLE SIZE ANALYSIS OF SOILS BY HYDROMETER METHOD GEOTECHNICAL TEST METHOD GTM-13 Revision #2 AUGUST 2015 GEOTECHNICAL TEST METHOD: TEST METHOD AND DISCUSSION FOR THE PARTICLE SIZE ANALYSIS OF SOILS BY HYDROMETER METHOD GTM-13 Revision #2 STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION GEOTECHNICAL ENGINEERING BUREAU AUGUST 2015 EB 15-025 Page 1 of 32 TABLE OF CONTENTS PART 1: TEST METHOD FOR THE PARTICLE SIZE ANALYSIS OF SOILS BY HYDROMETER METHOD .............................................................................3 1. Scope ........................................................................................................................3 2. Apparatus and Supplies ............................................................................................3 3. Preparation of the Dispersing Agent ........................................................................4 4. Sample Preparation and Test Procedure ..................................................................4 5. Calculations..............................................................................................................7 6. Quick Reference Guide ..........................................................................................12 APPENDIX ....................................................................................................................................14 A. Determination of the Composite Correction for Hydrometer Readings ................14 B. Temperature Correction Value (Mt) ......................................................................15 -
Forest Calcium Depletion and Biotic Retention Along a Soil Nitrogen Gradient
Forest calcium depletion and biotic retention along a soil nitrogen gradient Steven S. Perakis, Emily R. Sinkhorn, Christina E. Catricala, Thomas D. Bullen, John A. Fitzpatrick, Justin D. Hynicka, and Kermit Cromack, Jr. 2013. Forest calcium depletion and biotic retention along a soil nitrogen gradient. Ecological Applications 23:1947–1961. doi:10.1890/12-2204.1 10.1890/12-2204.1 Ecological Society of America Version of Record http://hdl.handle.net/1957/46931 http://cdss.library.oregonstate.edu/sa-termsofuse Ecological Applications, 23(8), 2013, pp. 1947–1961 Ó 2013 by the Ecological Society of America Forest calcium depletion and biotic retention along a soil nitrogen gradient 1,4 2 1 3 3 STEVEN S. PERAKIS, EMILY R. SINKHORN, CHRISTINA E. CATRICALA, THOMAS D. BULLEN, JOHN A. FITZPATRICK, 2 2 JUSTIN D. HYNICKA, AND KERMIT CROMACK,JR. 1U.S. Geological Survey, Forest and Rangeland Ecosystem Science Center, Corvallis, Oregon 97331 USA 2Oregon State University, Department of Forest Ecosystems and Society, Corvallis, Oregon 97331 USA 3U.S. Geological Survey, National Research Program, Menlo Park, California 94025 USA Abstract. High nitrogen (N) accumulation in terrestrial ecosystems can shift patterns of nutrient limitation and deficiency beyond N toward other nutrients, most notably phosphorus (P) and base cations (calcium [Ca], magnesium [Mg], and potassium [K]). We examined how naturally high N accumulation from a legacy of symbiotic N fixation shaped P and base cation cycling across a gradient of nine temperate conifer forests in the Oregon Coast Range. We were particularly interested in whether long-term legacies of symbiotic N fixation promoted coupled N and organic P accumulation in soils, and whether biotic demands by non-fixing vegetation could conserve ecosystem base cations as N accumulated.