Unit 1.11, Reading and Interpreting Soil Test Reports
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Simple Soil Tests for On-Site Evaluation of Soil Health in Orchards
sustainability Article Simple Soil Tests for On-Site Evaluation of Soil Health in Orchards Esther O. Thomsen 1, Jennifer R. Reeve 1,*, Catherine M. Culumber 2, Diane G. Alston 3, Robert Newhall 1 and Grant Cardon 1 1 Dept. Plant Soils and Climate, Utah State University, Logan, UT 84322, USA; [email protected] (E.O.T.); [email protected] (R.N.); [email protected] (G.C.) 2 UC Cooperative Extension, Fresno, CA 93710, USA; [email protected] 3 Dept. Biology, Utah State University, Logan, UT 84322, USA; [email protected] * Correspondence: [email protected] Received: 20 September 2019; Accepted: 26 October 2019; Published: 29 October 2019 Abstract: Standard commercial soil tests typically quantify nitrogen, phosphorus, potassium, pH, and salinity. These factors alone are not sufficient to predict the long-term effects of management on soil health. The goal of this study was to assess the effectiveness and use of simple physical, biological, and chemical soil health indicator tests that can be completed on-site. Analyses were conducted on soil samples collected from three experimental peach orchards located on the Utah State Horticultural Research Farm in Kaysville, Utah. All simple tests were correlated to comparable lab analyses using Pearson’s correlation. The highest positive correlations were found between Solvita®respiration, and microbial biomass (R = 0.88), followed by our modified slake test and microbial biomass (R = 0.83). Both Berlese funnel and pit count methods of estimating soil macro-organism diversity were fairly predictive of soil health. Overall, simple commercially available chemical tests were weak indicators of soil nutrient concentrations compared to laboratory tests. -
Soil Testing Can Help Nutrient Deficiencies Or Imbalances
Do You Have Problems With: • Nutrient deficiencies in crops • Poor plant growth and response from applied fertilizers • Hard to manage weeds • Low crop yields • Poor quality forages • Irregular plant growth in your fields • Managing manure or compost applications Soil tests help to identify production problems related to Soil Testing Can Help nutrient deficiencies or imbalances. Above: Nitrogen defi- ciency in corn (photo: Ryan Stoffregen, Illinois). Below: Phosphorus deficiency in corn. Source: www.ipni.net Benefits of Soil Testing: • Determines nutrient levels in the soil • Determines pH levels (lime needs) • Provides a decision making tool to determine what nutrients to apply and how much • Potential for higher yielding crops • Potential for higher quality crops • More efficient fertilizer use Costs: Generally soil tests cost $7 to $10.00 per sample. The costs of soil tests vary depending on: 1. Your state (some states offer free soil testing) 2. The lab that is used. 3. The items being tested for (the cost increases as more nutrients are being analyzed). NOTE: Some state agencies and land grant universities provide free soil testing for the basic soil test items (pH, available phosphorus, potassium, calcium, and magnesium, and organic matter). Additional costs may be charged for testing for micronutrients. In other states, all soil testing is done by private labs and generally charge $7-$10 for the basic test. One soil test should be taken for each field, or for each 20 acres within a field. See example on page 3. Soil Testing How Often Should I Soil Test? Generally, you should soil test every 3-5 years or more often if manure is applied or you are trying to make large nutrient or pH changes in the soil. -
Agricultural Soil Compaction: Causes and Management
October 2010 Agdex 510-1 Agricultural Soil Compaction: Causes and Management oil compaction can be a serious and unnecessary soil aggregates, which has a negative affect on soil S form of soil degradation that can result in increased aggregate structure. soil erosion and decreased crop production. Soil compaction can have a number of negative effects on Compaction of soil is the compression of soil particles into soil quality and crop production including the following: a smaller volume, which reduces the size of pore space available for air and water. Most soils are composed of • causes soil pore spaces to become smaller about 50 per cent solids (sand, silt, clay and organic • reduces water infiltration rate into soil matter) and about 50 per cent pore spaces. • decreases the rate that water will penetrate into the soil root zone and subsoil • increases the potential for surface Compaction concerns water ponding, water runoff, surface soil waterlogging and soil erosion Soil compaction can impair water Soil compaction infiltration into soil, crop emergence, • reduces the ability of a soil to hold root penetration and crop nutrient and can be a serious water and air, which are necessary for water uptake, all of which result in form of soil plant root growth and function depressed crop yield. • reduces crop emergence as a result of soil crusting Human-induced compaction of degradation. • impedes root growth and limits the agricultural soil can be the result of using volume of soil explored by roots tillage equipment during soil cultivation or result from the heavy weight of field equipment. • limits soil exploration by roots and Compacted soils can also be the result of natural soil- decreases the ability of crops to take up nutrients and forming processes. -
Soil Test Handbook for Georgia
SOIL TEST HANDBOOK FOR GEORGIA Georgia Cooperative Extension College of Agricultural & Environmental Sciences The University of Georgia Athens, Georgia 30602-9105 EDITORS: David E. Kissel Director, Agricultural and Environmental Services Laboratories & Leticia Sonon Program Coordinator, Soil, Plant, & Water Laboratory The University of Georgia and Ft. Valley State University, the U.S. Department of Agriculture and counties of the state cooperating. The Cooperative Extension, the University of Georgia College of Agricultural and Environmental Sciences offers educational programs, assistance and materials to all people without regard to race, color, national origin, age, sex or disability. An Equal Opportunity Employer/Affirmative Action Organization Committed to a Diverse Work Force Issued in furtherance of Cooperative Extension work, Acts of May 8 and June 30, 1914, The University of Georgia College of Agricultural and Environmental Sciences and the U.S. Department of Agriculture cooperating. Dr. Scott Angle, Dean and Director Special Bulletin 62 September 2008 i TABLE OF CONTENTS INTRODUCTION .......................................................................................................................................................2 SOIL TESTING...........................................................................................................................................................4 SOIL SAMPLING .......................................................................................................................................................4 -
Addressing Pasture Compaction
Addressing Pasture Compaction Weighing the Pros and Cons of Two Options UVM Project team: Dr. Josef Gorres, Dr. Rachel Gilker, Jennifer Colby, Bridgett Jamison Hilshey Partners: Mark Krawczyk (Keyline Vermont) and farmers Brent & Regina Beidler, Guy & Beth Choiniere, John & Rocio Clark, Lyle & Kitty Edwards, and Julie Wolcott & Stephen McCausland Writing: Josef Gorres, Rachel Gilker and Jennifer Colby • Design and Layout: Jennifer Colby • Photos: Jennifer Colby and Rachel Gilker Additional editing by Cheryl Herrick and Bridgett Jamison Hilshey Th is is dedicated to our farmer partners; may our work help you farm more productively, profi tably, and ecologically. VT Natural Resources Conservation Service UVM Center for Sustainable Agriculture http://www.vt.nrcs.usda.gov http://www.uvm.edu/sustainableagriculture UVM Plant & Soil Science Department http://pss.uvm.edu Financial support for this project and publication was provided through a VT Natural Resources Conservation Service (NRCS) Conservation Innovation Grant (CIG). We thank VT-NRCS for their eff orts to build a 2 strong natural resource foundation for Vermont’s farming systems. Introduction A few years ago, some grass-based dairy farmers came to us with the question, “You know, what we really need is a way to fi x the compaction in pastures.” We started digging for answers. Th is simple request has led us on a lively journey. We began by adapting methods to alleviate compac- tion in other climates and cropping systems. We worked with fi ve Vermont dairy farmers to apply these practices to their pastures, where other farmers could come and observe them in action. We assessed the pros and cons of these approaches and we are sharing those results and observations here. -
Case Study on Slope Stability Changes Caused by Earthquakes—Focusing on Gyeongju 5.8 ML EQ
sustainability Article Case Study on Slope Stability Changes Caused by Earthquakes—Focusing on Gyeongju 5.8 ML EQ Sangki Park , Wooseok Kim *, Jonghyun Lee and Yong Baek Korea Institute of Civil Engineering and Building Technology, 283, Goyang-daero, Ilsanseo-gu, Goyang-si 10223, Gyeonggi-do, Korea; [email protected] (S.P.); [email protected] (J.L.); [email protected] (Y.B.) * Correspondence: [email protected]; Tel.: +82-31-910-0519 Received: 16 July 2018; Accepted: 16 September 2018; Published: 27 September 2018 Abstract: Slope failure is a natural hazard occurring around the world and can lead to severe damage of properties and loss of lives. Even in stabilized slopes, changes in external loads, such as those from earthquakes, may cause slope failure and collapse, generating social impacts and, eventually causing loss of lives. In this research, the slope stability changes caused by the Gyeongju earthquake, which occurred on 12 September 2016, are numerically analyzed in a slope located in the Gyeongju area, South Korea. Slope property data, collected through an on-site survey, was used in the analysis. Additionally, slope stability changes with and without the earthquake were analyzed and compared. The analysis was performed within a peak ground acceleration (PGA) range of 0.0 (g)–2.0 (g) to identify the correlation between the slope safety factor and peak ground acceleration. The correlation between the slope safety factor and peak ground acceleration could be used as a reference for performing on-site slope stability evaluations. It also provides a reference for design and earthquake stability improvements in the slopes of road and tunnel construction projects, thus supporting the attainment of slope stability in South Korea. -
Slope Stabilization and Repair Solutions for Local Government Engineers
Slope Stabilization and Repair Solutions for Local Government Engineers David Saftner, Principal Investigator Department of Civil Engineering University of Minnesota Duluth June 2017 Research Project Final Report 2017-17 • mndot.gov/research To request this document in an alternative format, such as braille or large print, call 651-366-4718 or 1- 800-657-3774 (Greater Minnesota) or email your request to [email protected]. Please request at least one week in advance. Technical Report Documentation Page 1. Report No. 2. 3. Recipients Accession No. MN/RC 2017-17 4. Title and Subtitle 5. Report Date Slope Stabilization and Repair Solutions for Local Government June 2017 Engineers 6. 7. Author(s) 8. Performing Organization Report No. David Saftner, Carlos Carranza-Torres, and Mitchell Nelson 9. Performing Organization Name and Address 10. Project/Task/Work Unit No. Department of Civil Engineering CTS #2016011 University of Minnesota Duluth 11. Contract (C) or Grant (G) No. 1405 University Dr. (c) 99008 (wo) 190 Duluth, MN 55812 12. Sponsoring Organization Name and Address 13. Type of Report and Period Covered Minnesota Local Road Research Board Final Report Minnesota Department of Transportation Research Services & Library 14. Sponsoring Agency Code 395 John Ireland Boulevard, MS 330 St. Paul, Minnesota 55155-1899 15. Supplementary Notes http:// mndot.gov/research/reports/2017/201717.pdf 16. Abstract (Limit: 250 words) The purpose of this project is to create a user-friendly guide focusing on locally maintained slopes requiring reoccurring maintenance in Minnesota. This study addresses the need to provide a consistent, logical approach to slope stabilization that is founded in geotechnical research and experience and applies to common slope failures. -
Using Geosynthetics to Improve Road Performance
2011-20TS Published December 2011 Using Geosynthetics to Improve Road Performance What Was the Need? To increase performance, roads are sometimes reinforced The use of geogrids in road with geosynthetic polymer materials, including geogrids foundations clearly benefits and geotextiles. Geogrids consist of polymers formed into TECHNICAL relatively rigid, gridlike configurations. They are com- pavement performance, monly placed between the subgrade and base or base potentially leading to longer SUMMARY and subbase layers of roads to add strength and stiffness and to slow deterioration. Geotextiles are polymer fabrics service lives for roads and Technical Liaison: that may also provide some reinforcement, but are used Lou Tasa, MnDOT reduced maintenance costs. primarily to: [email protected] • Facilitate filtration and water drainage through road foundation soils without the loss Administrative Liaison: of soil particles. Dan Warzala, MnDOT [email protected] • Provide separation between dissimilar base materials, improving their integrity and functioning. Principal Investigator: • Provide a stable construction platform over soft or wet soils, facilitating the movement Tim Clyne, MnDOT of equipment and the process of soil compaction. [email protected] Of several kinds of geotextiles, Type V is the most commonly used in Minnesota, primarily as a separator. Despite the relatively widespread use of geosynthetics in LRRB PROJECT COST: reconstructing paved county roads and state trunk highways as well as in constructing $30,000 new roads, their performance has not been well documented in Minnesota. Research was needed to obtain field data that would indicate whether geosynthetics extend the service lives of roads and reduce the need for maintenance. -
Soil Compaction / Pore Space
Soil Compaction / Pore Space Bulk density is defined as the ratio of oven dried soil to its bulk volume, which indicates the volume of particles and the pore space between particles. By Clarence Chavez Aggregate Stability and Infiltration Demonstration Poor GdGood Water Quality Soil Soil Health Health Poor Good Nutritional Soil Soil Value Health Health CO2 Poor Good Crop Yields SilSoil Soil and Quality Health Animal Health Health and production Non-compacted VS Compacted Soil Types Water Mineral Mineral Air OM Note: IWM 3 soil data interpretation table for IWM planning can be used also. Bulk Density Field Testing Bulk Density Ideal Bulk Bulk Densities that (Soil Type Densities restrict Table 4. pg. 57) (g/cm3) root growth sands, < 1.6 > 1.80 loamy sands sandy loams, < 1.4 > 1.80 loams S. C. loams, loams, clay loams < 1.4 > 1.75 silts, < 1.3 > 1.75 silt loams silt loams, silty clay loams < 1.4 > 1.65 S. clays, silty clays, some clay loams < 1.10 > 1.58 (35-45% clay) clays (> 45% clay) < 1.10 > 1.47 Soil Penetrometer: Use and Cost The ideal resistance of your top soil should be less than 200 psi. I f you take a reading of more than 200 psi in the field at Field Capacity then you may start to have the making of a hardpan or compacted soil. Cornell Soil Health Assessment Training Manual 2nd Edition (2009) $150 to $300 ea. Soil Penetrometer: PSI Table 10 to 300 PSI 300 to 400 PSI > 400 PSI Moisture Content shldhould be at fifildeld capacity. -
Downloaded from the Online Library of the International Society for Soil Mechanics and Geotechnical Engineering (ISSMGE)
INTERNATIONAL SOCIETY FOR SOIL MECHANICS AND GEOTECHNICAL ENGINEERING This paper was downloaded from the Online Library of the International Society for Soil Mechanics and Geotechnical Engineering (ISSMGE). The library is available here: https://www.issmge.org/publications/online-library This is an open-access database that archives thousands of papers published under the Auspices of the ISSMGE and maintained by the Innovation and Development Committee of ISSMGE. Session 3/9 The Compaction of Soil for Earthworks and the Performance of Plant Le compactage des sols pour les travaux de terrassement, le comportement et l’efficacité du matériel by W. A. Lewis, B.Sc., A.M.I.C.E., Road Research Laboratory, Harmondsworth, Middlesex, England Summary Sommaire This paper discusses the results of recent research work on soil Cet exposé passe en revue les résultats des recherches sur le com compaction carried out at the Road Research Laboratory. The pactage des sols effectuées récemment au Laboratoire de Recherches work has comprised broadly:— Routières en Angleterre (Road Research Laboratory). L’étude a compris en général: (1) Consideration of the factors affecting the selection of the mois ture content at which to compact soil in earthworks. 1° Le choix de la teneur en eau à laquelle le sol doit être com (2) Investigation of the state of compaction required in road pacté lors de l’exécution de terrassements. embankments. (3) Study of the performance of plant used for compacting soils. 2° Le contrôle du compactage dans l’exécution de remblais. An account is given of investigations of the performance of the 3° L’observation et la critique des résultats obtenus avec le ma types of compaction plant usually employed in the British Isles, and tériel utilisé dans le compactage des sols. -
Ohio State Soil Balancing Project Summary
OHIO AGRICULTURAL RESEARCH AND DEVELOPMENT CENTER Ohio State Soil Balancing Project Summary Caroline Brock, Cassandra Brown, Steve Culman, Doug Doohan, Cathy Herms, Doug Jackson-Smith, Matt Kleinhenz, Subbu Kumarappan, The Ohio State University Soil Balancing Team What is Soil Balancing? Soil balancing is a soil management strategy founded on base cation saturation ratio (BCSR) theory. BCSR theory prescribes the use of soil amendments, commonly gypsum and high-calcium lime, to achieve an ideal ratio of the base 55% cations calcium, magnesium, and potassium (Ca, Mg, K). The Practiced soil commonly preferred ratio is 65% Ca, 10% Mg, and 5% K. balancing 45% Why the Interest? more likely to... Did not * use gypsum or The sparse academic research on soil balancing has been practice soil unable to support its effectiveness. Despite this fact, our hi-cal lime * rate maintaining conversations with farmers in recent years suggested that balancing BCSR ratios as soil balancing was being widely used. In our 2018 survey important or very of organic corn farmers in Ohio, Pennsylvania, Indiana, and important to farm Michigan, we found that about half of the 859 respondents management. reported using soil balancing on their farms. (See Figure 1). Survey respondents who used soil balancing reported many improvements which they attributed to soil balancing. More than 70% reported improvements in soil quality, nutrient Figure 1. Percent of Organic Corn Grower Survey availability, crop quality and yield, soil biological activity, and Respondents Who Reported Using Soil Balancing. A little over half of our survey respondents reported using infiltration/drainage. A smaller number (40-50%) reported less soil balancing on their farms. -
Soil, Plant and Water Reference Methods for the Western Region1
SOIL, PLANT AND WATER REFERENCE METHODS FOR THE WESTERN REGION 1 2005 3rd Edition Dr. Ray Gavlak Dr. Donald Horneck Dr. Robert O. Miller 1 From: Plant, Soil and Water Reference Methods for the Western Region. 1994. R. G. Gavlak, D. A. Horneck, and R. O. Miller. WREP 125. PREFACE This manual has been developed as a guide of standard analytical methods for agricultural laboratories for use in the Western Region, byt the Western Coordinating Committee on Nutrient Management. This publication an update of Plant, Soil and Water Reference Methods for the Western Region , 1994, (WREP 125) written by Dr. Ray Gavlak formerly of the University of Alaska, Dr. Donald Horneck of Oregon State University, and Dr. Robert O. Miller of Colorado State University. These represent accepted methods for the analysis of soil and plant samples and were selected for the express purpose of identifying common methods on which a group of agricultural laboratories analytical results can be statistically evaluated. We would like to thank all those individuals who have contributed to this manual. The specific soil, plant and water analytical methods listed represent those analytical procedures that are recommended for use in the current North American Proficiency Testing Program organized by the Soil Science Society of America. We encourage all suggestions and comments from participating laboratories for improving this manual for future publication. The authors would like to thank Dr. Byron Vaughan of MDS Harris Laboratory Services, Dr. Kelly Belden of the University of Wyoming for reviewing this publication. WREP-125, 3 rd Edition TABLE OF CONTENTS Page Quality Assurance in the Agricultural Laboratory .....................................