VIRGINIA's LIME INDUSTRY Palmer C.Sweet
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SAFETY DATA SHEET Quicklime
Quicklime Conforms to HazCom 2012/United States SAFETY DATA SHEET Quicklime Section 1. Identification GHS product identifier : Quicklime Other means of identification : Snowbright Quicklime, Quicklime, High calcium quicklime, Pebble lime, Hi Cal, Unslaked lime, Calcium Oxide, CaO, Type S, Type N, Calcined limestone, Burnt lime, Chemical lime Identified uses : Water treatment, Caustic agent, pH adjustment, Neutralization, Acid gas absorption, Construction Supplier's details : Pete Lien & Sons, Inc. PO Box 440 Rapid City, SD 57702 Emergency telephone : (605) 342-7224 (Monday-Friday 8am-5pm) number (hours of operation) Section 2. Hazards identification Classification of the : SKIN IRRITATION - Category 2 substance or mixture EYE DAMAGE - Category 1 SPECIFIC TARGET ORGAN TOXICITY SINGLE EXPOSURE [Respiratory System] - Category 3 SPECIFIC TARGET ORGAN TOXICITY REPEAT EXPOSURE [Respiratory System] - Category 1 CARCINOGEN - Category 1A GHS label elements Hazard pictograms : Signal word : Danger Hazard statements : Causes skin irritation. Causes serious eye damage. May cause cancer through inhalation. May cause respiratory irritation. Reacts violently with water, releasing heat, which can ignite combustible material. Causes damage to lungs through prolonged and repeated exposure. Precautionary statements Prevention : Wear protective gloves/protective clothing/face protection /eye protection. Wash exposed skin thoroughly after handling. Use only outdoors or in a well-ventilated area. Obtain special instructions before use. Do not handle until all safety precautions have been read and understood. Do not breathe dust. Do not eat, drink or smoke when using this product. 1/7 Quicklime Response : IF ON SKIN: Wash exposed skin with plenty of water. If skin irritation occurs: Get medical attention. Take off contaminated clothing and wash it before reuse. -
Specialists Q & a on the Use of Lime Plastering
posed to much less water making it less reactive but retaining its dry nature as a powdered product so it Q To avoid shrinkage, should hair be added to never matures to become a good binder in its own the lime mix? form. Hydrate is used as a plasticiser for cement Hair is added to help lime mortars bind or hold mixes. Hydraulic lime is a powder and also burnt A but the limestone is not pure calcium carbonate onto laths but can still shrink and crack if cured too Specialists Q & A on the and contains impurities such as clays and silicates quickly. Hair is always used on lath and plaster work which change the reactive nature of the lime and but is not necessary on brickwork. use of lime plastering allow it to set chemically when exposed to water. Q How do l make a lime wash? Q What type of lime should be used for lime A Lime wash is simply lime putty, water and a mineral pig- plastering? Q What are the advantages of using lime plas- ment, and for external use a water repellent such as linseed or tallow is added. ter? A Lime plaster can be made with lime putty or hydraulic lime but hydrate is too weak. Putty is best Q Can lime plaster be applied to plasterboard? A They allow buildings to breathe which is essential for ceilings and lath work as it has better flexural for older buildings that have been constructed with strength and sticks well to laths. Hydraulic lime is A The only benefit to applying a lime plaster to lime fine as a hard wall plaster where there is no move- plasterboard is the aesthetic look, however this mortars and soft bricks or stone. -
Virginia Board of Nursing
VIRGINIA BOARD OF NURSING Education Informal Conference Committee Agenda March 11, 2105 Department of Health Professions, 9960 Mayland Drive, Suite 300, Henrico, Virginia 23233 Board Room 3 9:00 A.M. Education Informal Conference Committee – Conference Center Suite 201 Committee Members: Jane Ingalls, RN, PhD., Chair Evelyn Lindsay, LPN Request for Full Approval Survey Visit • J. Sargeant Reynolds Community College, LPN to RN Weekend/Part Time Program, Richmond • George Mason University, BSN Program, Fairfax • Virginia Western Community College, ADN RN Program, Roanoke Request for Provisional Approval Survey Visit • Riverside College of Health Careers, ADN RN Program, Newport News Change of Program Status From Conditional to Full Approval • South University, BSN Program, Glen Allen Request for NCLEX Approval • Norfolk State University, ADN Program, Norfolk Request for Curriculum Change • Lord Fairfax Community College, PN Program, Middleton RN Programs Pass Rates Below 80% for Two Years • Centra College of Nursing, ADN Program, Lynchburg • Chamberlain College of Nursing, BSN Program, Arlington • Dabney S. Lancaster Community College, ADN Program, Clifton Forge • ECPI University – Newport News, ADN Program, Newport News • George Mason University, BSN Program, Fairfax • Hampton University, BSN Program, Hampton • Saint Michael College of Allied Health, ADN Alexandria • Stratford Falls Church, BSN Program, Falls Church • Virginia Western Community College, ADN Program, Roanoke PN Programs Pass Rates Below 80% for Two Years • Chester Career -
Alice in Southwest Virginia: a Financial Hardship Study
ALICE IN SOUTHWEST VIRGINIA: A FINANCIAL HARDSHIP STUDY 2020 SOUTHWEST VIRGINIA REPORT United Way of Southwest Virginia ALICE IN THE TIME OF COVID-19 The release of this ALICE Report for Southwest Virginia comes during an unprecedented crisis — the COVID-19 pandemic. While our world changed significantly in March 2020 with the impact of this global, dual health and economic crisis, ALICE remains central to the story in every U.S. county and state. The pandemic has exposed exactly the issues of economic fragility and widespread hardship that United For ALICE and the ALICE data work to reveal. That exposure makes the ALICE data and analysis more important than ever. The ALICE Report for Southwest Virginia presents the latest ALICE data available — a point-in-time snapshot of economic conditions across the region in 2018. By showing how many Southwest Virginia households were struggling then, the ALICE Research provides the backstory for why the COVID-19 crisis is having such a devastating economic impact. The ALICE data is especially important now to help stakeholders identify the most vulnerable in their communities and direct programming and resources to assist them throughout the pandemic and the recovery that follows. And as Southwest Virginia moves forward, this data can be used to estimate the impact of the crisis over time, providing an important baseline for changes to come. This crisis is fast-moving and quickly evolving. To stay abreast of the impact of COVID-19 on ALICE households and their communities, visit our website at UnitedForALICE.org/COVID19 for updates. ALICE REPORT, JULY 2020 1 SOUTHWEST VIRGINIA ALICE IN SOUTHWEST VIRGINIA INTRODUCTION In 2018, 115,460 households in Southwest Virginia — 51% — could not afford basic needs such as housing, child care, food, transportation, health care, and technology. -
Agricultural Lime Recommendations Based on Lime Quality E.L
University of Kentucky College of Agriculture, Food and Environment ID-163 Cooperative Extension Service Agricultural Lime Recommendations Based on Lime Quality E.L. Ritchey, L.W. Murdock, D. Ditsch, and J.M. McGrath, Plant and Soil Sciences; F.J. Sikora, Division of Regulatory Services oil acidity is one of the most important soil factors affect- Figure 1. Liming acid soils increases exchangeable Ca and Mg. Sing crop growth and ultimately, yield and profitability. It is determined by measuring the soil pH, which is a measure Acid Soil Limed Soil Ca2+ H+ H+ Ca2+ Ca2+ of the amount of hydrogen ions in the soil solution. As soil Lime Applied H+ H+ H+ H+ Ca2+ acidity increases, the soil pH decreases. Soils tend to be + + + 2+ + naturally acidic in areas where rainfall is sufficient to cause H H H Mg H substantial leaching of basic ions (such as calcium and mag- nesium), which are replaced by hydrogen ions. Most soils in Kentucky are naturally acidic because of our abundant rainfall. Nitrogen fertilization can also contribute to soil acid- The majority of the hydrogen ions are actually held on ity as the nitrification of ammonium increases the hydrogen cation exchange sites. To effectively neutralize soil acidity, ion concentration in the soil through the following reaction: hydrogen ions must be removed from both the soil solution and the exchange sites. While soil pH only measures the solu- + - - + NH4 + 2O2 --> NO3 = H2O + 2H tion hydrogen, the buffer pH is an indication of exchangeable acidity and how much ag lime is actually needed. It is possible Periodically, agricultural limestone (ag lime) is needed to for two soils to have the same water pH but different lime neutralize soil acidity and maintain crop productivity. -
A Study of Lime and Fly Ash with Regard to Soil Stabilization
COMMONWEALTH OF KENTUCKY DEPARTMENT OF HIGHWAYS FRANKFORT April 28, 1958 ADDRESS REPLY TO DEPARTMENT OF HIGHWAYS MATERIALS RESEARCH LABORATORY 132 GRAHAM AVENUE LEXINGTON 29, KENTUCKY C.Z. 7. D.l. 7. MEMO TO: D. V. Terrell Director of Research The attached report, "A Study of the Use of a Local Fly Ash in Concrete Mixes", by Frank D. Whitney, represents two approaches to the addition of fly ash to portland cement concrete. Certain percentages of cement were replaced with the fly ash for one series of inve sti.gations and for the other the cement content wa.s kept constant and the fly ash was used to replace sand. It was found that 25% of the cement could be replaced with the fly ash without detrimental losses, to the 28- and 60-day compressive strengths.· The 7-day strengths were lowered for the cement replacement tests. This report outlines procedures that are required to obtain durable concrete while replacing either 25% of the sand or 25% of the cement with fly ash, depending upon the particular economic situation or shortage of materiaL The findings here reported may be of considerable value to the department, especially if materia\ shortages should develop. Respectfully submitted, W. B. Drake Associate Director of Research WBD:dl Enc. cc: Resea):"ch Committee Members Bureau of Public Roads (3) COMMONWEALTH OF KENTUCKY DEPARTMENT OF HIGHWAYS FRANKFORT April 23, 1958 ADDRESS REPLY TO DEPARTMENT OF HIGHWAYS MATERIALS RESEARCH LABORATORY 132 GRAHAM AVENUE LEXINGTON 29, KENTUCKY D.l. 7. B. 3. 6. MEMO TO: D. V. Terrell Director of Research There are two large hydrated lime stockpiles in Kentucky. -
2017-18 Test Station Summary
2019-20 VIRGINIA BEEF CATTLE IMROVEMENT ASSOCIATION CENTRAL BULL TEST STATION SUMMARY Prepared by: Scott P. Greiner, Extension Animal Scientist, Beef Virginia Tech, Blacksburg, Virginia Central bull testing programs for the performance evaluation and marketing of Virginia Beef Cattle Improvement Association member's bulls were carried out at two test stations located at Culpeper and in Southwest Virginia during the test season 2019-20. One test group was developed at the Culpeper location and two test groups were developed at the Southwest location, and a total of two sales held. I. CULPEPER This was the 62nd consecutive year of evaluating bulls at the Culpeper station. Virginia BCIA contracted with Glenmary Farm at Rapidan, Virginia to furnish development facilities, and provide complete care and management for a Senior group of bulls. The Culpeper Senior Bull sale was held at the Culpeper Agricultural Enterprises at Culpeper, Virginia. Virginia BCIA handled consignments, set rules, regulations and performance standards and certified records, and generally supervised the tests and sales, utilizing a committee composed of interested consignors with John Prekker serving as Chair. (1) THE BULLS AND THE MANAGEMENT Twenty Virginia BCIA members including: 16 Virginia, 2 North Carolina and 2 West Virginia breeders tested bulls. Ninety eight total Senior bulls (calved Aug. 15 to Nov. 30, 2018) were delivered to Glenmary Farms July 2, went on 112 day test July 16 and came off test November 5, 2019. Bulls accepted for test were required to have a WDA of 2.5 pounds at delivery (with allowable shrink), and have a minimum YW EPD based on breed (Virginia Quality Assured Feeder Calf Program genetic standards). -
Stabil-Mix Brochure
FLY ASH Stabil-Mix Improved Soil Stabilization with Construction Cost Savings FLYASH.COM FLY ASH Stabil-Mix Improved Soil Stabilization with Construction Cost Savings STABIL-MIX CUSTOM BLENDS FOR A SINGLE APPLICATION Contractors have long utilized roadbed stabilization Stabil-Mix can be custom blended for optimal results in techniques using chemicals such as lime or portland cement varying soil conditions and is delivered to the job site in to strengthen pavement subgrades. Lime has traditionally high-volume trailers. Thoroughly blended, Stabil-Mix reduces been used in cohesive clay soils, while portland cement the time normally required for separate lime and fly ash has been used more for granular soils. Increasingly, public applications and often does not require a waiting period and private sector engineers are interested in stabilizing for remix or processing. Generally, a single application of silty, clayey soils that do not match the classic definitions Stabil-Mix will properly stabilize subgrades. Waiting time is for either lime or cement. Historically, lime and fly ash have effectively reduced or eliminated. been used together to stabilize those soils. However, the application of each of the products separately has been time COST SAVINGS consuming and difficult. In addition to the savings from a single-product application, Stabil-Mix material savings can be as much as 50% when Now, thanks to a unique alliance between Boral Resources, compared to cement stabilization. And, depending on local the nation’s largest marketer of coal combustion products, conditions, Stabil-Mix may enable designers to reduce and Chemical Lime, a major international lime producer, the thickness of subsequent pavement layers—further a product is available to bridge the gap between lime and reducing material costs. -
Medication Assistance Caseworkers
Virginia Health Care Foundation Medication Assistance Programs RxRelief Virginia Organization Phone Address Augusta Health Medication 540-213-2674 53 South Medical Park Drive Assistance Program Augusta, VA 22939 Bland County Medical Clinic 276-688-0441 12301 Grapefield Road Bastian, VA 24314 Blue Ridge Medical Center 434-263-7323 4038 Thomas Nelson Highway Arrington, VA 22922 Brock Hughes Free Clinic 276- 223-0558 450 W. Monroe St. Wytheville, VA 24382 Carilion Giles Community Hospital 540-922-4282 159 Hartley Way Pearisburg, VA 24134 Carilion New River 540-731-2412 2900 Lamb Circle Valley Medication Assistance Christiamsburg, VA 24073 Program Central Virginia Health Services 434 581-3271 25892 N James Madison Hwy. x10510 New Canton, VA 23123 Charlottesville Free Clinic 434-926-5525 1138 Rose Hill Drive, Suite 200 Charlottesville, VA 22903 Chesapeake Care Free Clinic 757-201-9864 2145 S. Military Highway Chesapeake, VA 23320 CrossOver Health Clinic 804-233-5016 108 Cowardin Avenue Richmond, VA 23224 Daily Planet Health Services 804-783-2505 517 W. Grace Street Richmond, VA 23220 Eastern Shore Rural Health 757-442-4819 9159 Franktown Road System, Inc. – Franktown x 1331 P.O. Box 9 Franktown, VA 23354 Halifax - Sentara Regional Hospital 434-517-3038 101 Aubrey’s Loop - MedAssist of Halifax PO Box 777 South Boston, VA 24592 Health Brigade 804-358-6343 1010 N Thompson Street x112 Richmond, VA 23230 Highland Medical Center 540-468-6400 120 Jackson River Road P.O. Box 490 Monterey, VA 24465 Martinsville/Henry County 276-632-2246 43 West Main -
Somerset Geology-A Good Rock Guide
SOMERSET GEOLOGY-A GOOD ROCK GUIDE Hugh Prudden The great unconformity figured by De la Beche WELCOME TO SOMERSET Welcome to green fields, wild flower meadows, farm cider, Cheddar cheese, picturesque villages, wild moorland, peat moors, a spectacular coastline, quiet country lanes…… To which we can add a wealth of geological features. The gorge and caves at Cheddar are well-known. Further east near Frome there are Silurian volcanics, Carboniferous Limestone outcrops, Variscan thrust tectonics, Permo-Triassic conglomerates, sediment-filled fissures, a classic unconformity, Jurassic clays and limestones, Cretaceous Greensand and Chalk topped with Tertiary remnants including sarsen stones-a veritable geological park! Elsewhere in Mendip are reminders of coal and lead mining both in the field and museums. Today the Mendips are a major source of aggregates. The Mesozoic formations curve in an arc through southwest and southeast Somerset creating vales and escarpments that define the landscape and clearly have influenced the patterns of soils, land use and settlement as at Porlock. The church building stones mark the outcrops. Wilder country can be found in the Quantocks, Brendon Hills and Exmoor which are underlain by rocks of Devonian age and within which lie sunken blocks (half-grabens) containing Permo-Triassic sediments. The coastline contains exposures of Devonian sediments and tectonics west of Minehead adjoining the classic exposures of Mesozoic sediments and structural features which extend eastward to the Parrett estuary. The predominance of wave energy from the west and the large tidal range of the Bristol Channel has resulted in rapid cliff erosion and longshore drift to the east where there is a full suite of accretionary landforms: sandy beaches, storm ridges, salt marsh, and sand dunes popular with summer visitors. -
NHL Lime Plaster
NHL Lime Plaster St Astier Limes and Mortars telephone: 0800 783 9014 Lime Plaster using St Astier NHL Using St. Astier NHL plastering mortars instead of non hydraulic putty mortars reduces the working time by about 50%. NHL mortars offer similar vapour exchange qualities as putty mortars but are more robust, can be sprayed and used for decorative plasterwork without the addition of gypsum. Requiring less after care than putty, it can be applied in 2 coats on good level backgrounds. Mortar. Plastering in hydraulic lime mortar normally consists of two or three-coat work. Lime plaster made with feebly or moderately hydraulic lime and sand is the basis for this guide. This type of lime sets and hardens predominantly by an hydraulic set and re-absorption of Carbon Dioxide from the air. By its nature the drying and absorption process is slower than gypsum plasters, therefore lime plaster curing should not be hurried allowing approximately 3-5 days per coat depending on the hydraulic lime used. Background. When applying Lime Plaster on the hard, the background will normally be brick or stone. The surface should be clean, free from dust and any organic materials such as lichens etc. Test the surface of masonry backgrounds for dust by applying a piece of masking tape to the background and immediately remove, examine the sticky side for traces materials that may affect the bond between the plaster and the wall. Internal walls can be uneven and rough, often with areas that have been altered. Different background conditions are therefore common and this needs to be addressed before plastering. -
Lime, Hydrated Lime and Slaked Lime Are All Common Names for Calcium Hydroxide [Ca(OH)2]
Lime Lime, hydrated Lime and slaked Lime are all common names for calcium hydroxide [Ca(OH)2]. It is used as a source of calcium and alkalinity in both water- and oil-base drilling fluids. Lime, a widely available commercial chemical, is an economical source of calcium (Ca2+) and hydroxyl ions (OH–). Drilling fluid applications for Lime include: increasing pH; providing excess Lime as an alkalinity buffer; flocculating bentonite muds; 2– removing soluble carbonate (CO3 ) ions; controlling corrosion; and activating fatty-acid, oil-base mud additives. CAUTION: Lime is a strong base and will form high pH (alkaline) solutions. See product handling information. Typical Physical Properties Physical appearance ..........................................................................................................................................................................................White powder Specific gravity ........................................................................................................................................................................................................................ 2.2 pH (1% solution) ......................................................................................................................................................................................................................12.4 Solubility @ 20° C (68° F) .......................................................................................................................................................................