Chapter 9: Limestone and Crushed Rock
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Bedrock Geology Glossary from the Roadside Geology of Minnesota, Richard W
Minnesota Bedrock Geology Glossary From the Roadside Geology of Minnesota, Richard W. Ojakangas Sedimentary Rock Types in Minnesota Rocks that formed from the consolidation of loose sediment Conglomerate: A coarse-grained sedimentary rock composed of pebbles, cobbles, or boul- ders set in a fine-grained matrix of silt and sand. Dolostone: A sedimentary rock composed of the mineral dolomite, a calcium magnesium car- bonate. Graywacke: A sedimentary rock made primarily of mud and sand, often deposited by turbidi- ty currents. Iron-formation: A thinly bedded sedimentary rock containing more than 15 percent iron. Limestone: A sedimentary rock composed of calcium carbonate. Mudstone: A sedimentary rock composed of mud. Sandstone: A sedimentary rock made primarily of sand. Shale: A deposit of clay, silt, or mud solidified into more or less a solid rock. Siltstone: A sedimentary rock made primarily of sand. Igneous and Volcanic Rock Types in Minnesota Rocks that solidified from cooling of molten magma Basalt: A black or dark grey volcanic rock that consists mainly of microscopic crystals of pla- gioclase feldspar, pyroxene, and perhaps olivine. Diorite: A plutonic igneous rock intermediate in composition between granite and gabbro. Gabbro: A dark igneous rock consisting mainly of plagioclase and pyroxene in crystals large enough to see with a simple magnifier. Gabbro has the same composition as basalt but contains much larger mineral grains because it cooled at depth over a longer period of time. Granite: An igneous rock composed mostly of orthoclase feldspar and quartz in grains large enough to see without using a magnifier. Most granites also contain mica and amphibole Rhyolite: A felsic (light-colored) volcanic rock, the extrusive equivalent of granite. -
Pavements and Surface Materials
N O N P O I N T E D U C A T I O N F O R M U N I C I P A L O F F I C I A L S TECHNICAL PAPER NUMBER 8 Pavements and Surface Materials By Jim Gibbons, UConn Extension Land Use Educator, 1999 Introduction Traffic Class Type of Road Pavements are composite materials that bear the weight of 1 Parking Lots, Driveways, Rural pedestrian and vehicular loads. Pavement thickness, width and Roads type should vary based on the intended function of the paved area. 2 Residential Streets 3 Collector Roads Pavement Thickness 4 Arterial roads 5 Freeways, Expressways, Interstates Pavement thickness is determined by four factors: environment, traffic, base characteristics and the pavement material used. Based on the above classes, pavement thickness ranges from 3" for a Class 1 parking lot, to 10" or more for Class 5 freeways. Environmental factors such as moisture and temperature significantly affect pavement. For example, as soil moisture Sub grade strength has the greatest effect in determining increases the load bearing capacity of the soil decreases and the pavement thickness. As a general rule, weaker sub grades require soil can heave and swell. Temperature also effects the load thicker asphalt layers to adequately bear different loads associated bearing capacity of pavements. When the moisture in pavement with different uses. The bearing capacity and permeability of the freezes and thaws, it creates stress leading to pavement heaving. sub grade influences total pavement thickness. There are actually The detrimental effects of moisture can be reduced or eliminated two or three separate layers or courses below the paved wearing by: keeping it from entering the pavement base, removing it before surface including: the sub grade, sub base and base. -
MDG 15 – Trucks and Loaders Open Cut Incidents
MDG 15 – Trucks and Loaders Open Cut Incidents Incident Agent of Events Recommendations Information Fatality COAL OPEN-CUT INCIDENTS 8/01/2008 Unintended Fatally injured while attempting to Maintain adequate berm United States operation of dump spoil. The truck travelled heights, monitor work Coal Equipment over the edge of the dump and practices, ensure correct task Open-Cut rolled down the spoil slope 140 training, conduct pre-op feet. checks and use seat belts. 16/11/2007 Drowning Driver was attempting to dump Ensure adequate berms and United States spoil when he reversed over a 70 that safe work procedures are Coal foot high slope and down to the followed. Ensure work areas Open-Cut mine floor. are illuminated at night and that Pre-op checks of equipment are performed. 2/07/2007 Other Dozer operator was standing by his Mine shall train all workers in United States machine when foreman told him to regards to pick-up trucks and Coal move it for a highwall shot. He to use all available safety Open-Cut was then run over by the foreman equipment within a truck. on his way to the dozer. 28/11/2006 Unintended Driver reported that the park brake Strengthened policy about United States Operation of was sticking and was then found at applying park brakes before Coal Equipment the base of hill crushed between exiting truck, ensure proper Open-Cut the truck and a berm. Was either machine maintenance. thrown from truck or got out and brakes released. 23/05/2006 Unintended Miner driving a Mack water truck Implement extensive driver United States Operation of lost control descending a steep training, implement Coal Equipment mine access road. -
Oregon Department of Human Services HEALTH EFFECTS INFORMATION
Oregon Department of Human Services Office of Environmental Public Health (503) 731-4030 Emergency 800 NE Oregon Street #604 (971) 673-0405 Portland, OR 97232-2162 (971) 673-0457 FAX (971) 673-0372 TTY-Nonvoice TECHNICAL BULLETIN HEALTH EFFECTS INFORMATION Prepared by: Department of Human Services ENVIRONMENTAL TOXICOLOGY SECTION Office of Environmental Public Health OCTOBER, 1998 CALCIUM CARBONATE "lime, limewater” For More Information Contact: Environmental Toxicology Section (971) 673-0440 Drinking Water Section (971) 673-0405 Technical Bulletin - Health Effects Information CALCIUM CARBONATE, "lime, limewater@ Page 2 SYNONYMS: Lime, ground limestone, dolomite, sugar lime, oyster shell, coral shell, marble dust, calcite, whiting, marl dust, putty dust CHEMICAL AND PHYSICAL PROPERTIES: - Molecular Formula: CaCO3 - White solid, crystals or powder, may draw moisture from the air and become damp on exposure - Odorless, chalky, flat, sweetish flavor (Do not confuse with "anhydrous lime" which is a special form of calcium hydroxide, an extremely caustic, dangerous product. Direct contact with it is immediately injurious to skin, eyes, intestinal tract and respiratory system.) WHERE DOES CALCIUM CARBONATE COME FROM? Calcium carbonate can be mined from the earth in solid form or it may be extracted from seawater or other brines by industrial processes. Natural shells, bones and chalk are composed predominantly of calcium carbonate. WHAT ARE THE PRINCIPLE USES OF CALCIUM CARBONATE? Calcium carbonate is an important ingredient of many household products. It is used as a whitening agent in paints, soaps, art products, paper, polishes, putty products and cement. It is used as a filler and whitener in many cosmetic products including mouth washes, creams, pastes, powders and lotions. -
Lithics, Landscape and People: Life Beyond the Monuments in Prehistoric Guernsey
UNIVERSITY OF SOUTHAMPTON FACULTY OF HUMANITIES Department of Archaeology Lithics, Landscape and People: Life Beyond the Monuments in Prehistoric Guernsey by Donovan William Hawley Thesis for the degree of Doctor of Philosophy April 2017 UNIVERSITY OF SOUTHAMPTON ABSTRACT FACULTY OF HUMANITIES Archaeology Thesis for the degree of Doctor of Philosophy Lithics, Landscape and People: Life Beyond the Monuments in Prehistoric Guernsey Donovan William Hawley Although prehistoric megalithic monuments dominate the landscape of Guernsey, these have yielded little information concerning the Mesolithic, Neolithic and Early Bronze Age communities who inhabited the island in a broader landscape and maritime context. For this thesis it was therefore considered timely to explore the alternative material culture resource of worked flint and stone archived in the Guernsey museum. Largely ignored in previous archaeological narratives on the island or considered as unreliable data, the argument made in this thesis is for lithics being an ideal resource that, when correctly interrogated, can inform us of past people’s actions in the landscape. In order to maximise the amount of obtainable data, the lithics were subjected to a wide ranging multi-method approach encompassing all stages of the châine opératoire from material acquisition to discard, along with a consideration of the landscape context from which the material was recovered. The methodology also incorporated the extensive corpus of lithic knowledge that has been built up on the adjacent French mainland, a resource largely passed over in previous Channel Island research. By employing this approach, previously unknown patterns of human occupation and activity on the island, and the extent and temporality of maritime connectivity between Guernsey and mainland areas has been revealed. -
Graveyard Geology
GRAVEYARD GEOLOGY A Guide to Rocks in Graveyards and Cemeteries Wendy Kirk Department of Earth Sciences, David Cook University College London & Aldersbrook Geological Society London Geodiversity Partnership Introduction Walk around graveyards and cemeteries (in this case, those of London and the southeast of England) and it becomes apparent that, prior to the latter part of the twentieth century, many memorials were made out of just a few different rock types. These were chosen for reasons of appearance, cost, workability and ease of transport to the cemetery, as well as for resistance to weathering and dependence on local regulations. In the last few decades, a range of different, interesting and beautiful stones have appeared, many brought in from abroad, enhancing the diversity of materials used. The intention of this guide is to help a non-specialist identify the main rock types, to recognize some of the varieties and to know where some of these might have come from. Graveyards are a wonderful resource for those with an interest in geology at any level, wildlife, plants, history or sculpture. We hope you gain as much pleasure as we have done. First things first A useful place to start is to be able to distinguish between igneous, sedimentary and metamorphic rocks. Igneous rocks form from melted rock called magma. If this erupts at the surface, it is called lava. It cools and crystallizes quickly, so the grains are too small to see even with a hand lens (magnifying glass). If the lava erupt explosively to form a spray, the cooled fragments are known as volcanic ash. -
The Mineral Industry of Virginia
THE MINERAL INDUSTRY OF VIRGINIA This chapter has been prepared under a Memorandum of Understanding between the U.S. Geological Survey and the Virginia Department of Mines, Minerals and Energy for collecting information on all nonfuel minerals. In 2000, the estimated value1 of nonfuel mineral production lime. The State increased to 7th from 9th in the production of for Virginia was $692 million, based upon preliminary U.S. common clays. Although the only producing kyanite mine and Geological Survey (USGS) data. This was a 6.5% increase calcined kyanite (mullite) facilities in the United States were in from that of 19992 and followed a 2.2% increase from 1998 to Virginia, synthetic mullite, which is a calcined bauxite, was 1999. Virginia was 22d in rank among the 50 States in total produced in one other State. About 90% of the U.S. kyanite and nonfuel mineral production value, of which the State accounted mullite output is used in refractories for the smelting and for more than 1.5% of the U.S. total. processing of a variety of metals and in glass and in high- Crushed stone was, by value, Virginia’s leading raw nonfuel temperature ceramics manufacturing. mineral, accounting for 60% of the State’s total mineral The following narrative information was provided by the production value. From 1990 through 2000, the State produced Virginia Division of Mineral Resources3 (VDMR). Some more than 628 million metric tons of crushed stone, or an production data in the text that follows are those reported by the average of almost 57 million metric tons per year. -
VIRGINIA.2Ool
VIRGINIA DIVISION OF MINERAL RESOURCES PUBLICATION 164 DIRECTORY OF THE MINERAL INDUSTRY IN VIRGINIA.2OOl Palmer C. Sweet COMMONWEALTH OF \'IRGINIA DEPARTMENT OF MINES, MINERALS AND ENERGY DTVISION OF MINERAL RESOURCES Stanley S. Johnson, State Geologist CIIARLOTTESVILLE, VIRGINIA 2001 VIRGINIA DIVISION OF MINE,RAL RESOURCES PUBLICATION 164 DIRECTORY OF THE MINERAL INDUSTRY IN VIRGINIA.2OOl Palmer C. Sweet COMMONWEALTH OF VIRGINIA DEPARTMENT OF MINES, MINERALSAND ENERGY DIVISION OF MINERAL RESOURCES Stanley S. Johnson, State Geologist CHARLOTTESVILLE, VIRGINIA 200r DEPARTMENT OF MINES. MINERALS AND ENERGY RICHMOND,VIRGINIA O.Gene Dishner. Director DIVISION OF MINERAL RESOURCES C}IARLOTTESVILLE, VIRGINIA Staaley S. Johnson, State Geologist and Division Director 804951-6350 STAIF Kay T. Hasenauer, Executive Secretary 804951-63,18 ECONOMICMINERALSANDENERGYSECTION SPATIALDATAANDEASTERNGEOLOGY PalmerC. Sweet, SectionHead,804-951-6362 IanJ. Duncan, SectionHead 804-951-6344 Rebecca S. Hope, Geologist Senior, 804-95 I -635 1 C. R. Berquist, Jr., Geologist Senior ,7 57 -221-2448 RoyS. Sitcs, GeologistSenior,804-951-6360 ElizabethV.M. Campbell,GeologistSenior,804-951-6343 Michaell. Upchurch, GeologistSenior,804-951-6363 NickH. Evans, GeologistSenior, 304-951-6345 William S. Henika, Geologist Senior, SOUTHWESTMINERALSANDGEOLOGYSECTION KarenK.Hostettler,GeologistSenior,804-951-6352 AlfredR. Taylor, SectionHead,540-676-5577 DavidB. Spears,GeologistSenior, 304-95 1-6361 James A. Lovett, Geologist Senior, 540-676-5830 WilliamW.Whitlock,GeologistSenor,540-676-5829 PUBLICATIONSANDWESTERNGEOI.OGYSECTION EugeneK. Rader,SectionHeadandEditor, 804-95 1-6358 SALESANDSIJPPORTSECTION DavidA.Hubbard,Jr.,GeologistSenior,804-951-6353 DeloresJ.Green, OfficeManager,804-951-6346 JohnD. Man, Jr., GeologistSenior, 304-951-6354 DeborahC. Farrish, StoreOperations Supervisor, 304-951-6359 VernonN.Monis,CartographicDrafterAssist.,S04-951-6356 EdwinW.Marshall, GeologistTechniciar\ 804-951-6355 GeraldP. -
Building Stones of the National Mall
The Geological Society of America Field Guide 40 2015 Building stones of the National Mall Richard A. Livingston Materials Science and Engineering Department, University of Maryland, College Park, Maryland 20742, USA Carol A. Grissom Smithsonian Museum Conservation Institute, 4210 Silver Hill Road, Suitland, Maryland 20746, USA Emily M. Aloiz John Milner Associates Preservation, 3200 Lee Highway, Arlington, Virginia 22207, USA ABSTRACT This guide accompanies a walking tour of sites where masonry was employed on or near the National Mall in Washington, D.C. It begins with an overview of the geological setting of the city and development of the Mall. Each federal monument or building on the tour is briefly described, followed by information about its exterior stonework. The focus is on masonry buildings of the Smithsonian Institution, which date from 1847 with the inception of construction for the Smithsonian Castle and continue up to completion of the National Museum of the American Indian in 2004. The building stones on the tour are representative of the development of the Ameri can dimension stone industry with respect to geology, quarrying techniques, and style over more than two centuries. Details are provided for locally quarried stones used for the earliest buildings in the capital, including A quia Creek sandstone (U.S. Capitol and Patent Office Building), Seneca Red sandstone (Smithsonian Castle), Cockeysville Marble (Washington Monument), and Piedmont bedrock (lockkeeper's house). Fol lowing improvement in the transportation system, buildings and monuments were constructed with stones from other regions, including Shelburne Marble from Ver mont, Salem Limestone from Indiana, Holston Limestone from Tennessee, Kasota stone from Minnesota, and a variety of granites from several states. -
Revisions to the Nonmetallic Mineral Processing Plants (Subpart OOO) NSPS
Economic and Small Business Analysis – Revisions to the Nonmetallic Mineral Processing Plants (Subpart OOO) NSPS EPA-452/R-09-003 April 2009 Economic and Small Business Analysis – Revisions to the Nonmetallic Mineral Processing Plants (Subpart OOO) NSPS By: U.S. Environmental Protection Agency Office of Air Quality Planning and Standards Research Triangle Park, North Carolina U.S. Environmental Protection Agency Office of Air Quality Planning and Standards Health and Environmental Impacts Division Air Benefits and Costs Group Research Triangle Park, NC 2 SECTION 1 INTRODUCTION To meet the requirements of section 111(b)(1)(B) of the CAA, the Environmental Protection Agency (EPA) is currently conducting the second review of the new source performance standards (NSPS) for non-metallic mineral processing plants (NMPP). The NMPP NSPS was promulgated on August 1, 1985 (40 CFR Part 60 subpart OOO, 50 FR 31328) and subsequently reviewed in 1997. Subpart OOO requires new, modified, or reconstructed affected facilities at NMPP to achieve emission levels that reflect the best demonstrated system of continuous emission reduction, considering cost, non-air quality health, environmental, and energy impacts. These emission levels, referred to as “best demonstrated technology (BDT),” are specified in subpart OOO. The purpose of this report is to provide economic and small business impact analyses for the requirements of this NSPS. We include revenue and other economic data for affected industries and businesses in the industry profile for this NSPS, and that profile is included in this report. The analysis will focus on estimating such impacts by providing annualized cost as a percent of sales or revenues for firms in industries likely to be affected by this NSPS. -
Dimension Stone Feasibility Study
DIMENSION STONE FEASIBILITY STUDY: DEVELOPMENT POTENTIAL IN MICHIGAN'S UPPER PENINSULA H. James Bourque and Associates 402 Ashmun Street, P.O. Box 292 Sault Ste. Marie, MI 49783 (906) 635-9191 July 1, 1999 Page 2 Table of Contents Acknowledgements ................................................................................................... 4 Project Background.................................................................................................... 5 In Recent Years . ...................................................................................................... 5 Study Methods............................................................................................................ 7 Geology of the Upper Peninsula................................................................................. 7 Dimension Stone Production ...................................................................................... 8 1997 Dimension Stone Production By Types: ...........................................................9 Dimension Stone Pricing ...........................................................................................11 Sandstone ..............................................................................................................12 Granite...................................................................................................................12 Limestone ..............................................................................................................12 Stone Sites Investigated -
BUIL])ING STON.E O·F WASHINGTON
BUIL])ING STON.E o·f WASHINGTON By WAYNE S. MOEN Washington Department of Conservation Division of Mines and Geology Bulletin No. 55 1967 State of Washington DANIEL J. EV ANS, Governor Department of Conservation H. MAURICE AHLQUIST, Director DIVISION OF MINES AND GEOLOGY MARSHALL T. HUNTTING, Supervisor Bulletin No. 55 BUILDING STONE OF WASHINGTON By WAYNE S. MOEN STATE PRINTING PLANT. OLYMPI A , WASHINGTON 1967 For sale by Department Pof? ceConsl]SliARYervation, Olympia, Washington. PACIFIC NORTHWEST FOREST AND RANGE EXPERIMENT STATION etnDTLAND. OR£00N CONTENTS Poge Introduction 7 General history .. ...... ...........................•............ 8 Production and vo lue . 10 Forms of building stone . 12 Field stone . 12 Rough building stone . 13 Rubble . • . 14 Flogging (flagstone) . 14 Ashlar . .. ......... ........ , ................. , . , . 15 Crushed stone . 16 Terrozzo . 17 Roofing granules.............. .... ..... ......... 18 Exposed aggregate . 18 Reconstituted stone . • . 19 Landscape rock . 20 Area coverage of bui Iding stone . 21 Acquisition of bui )ding stone . 22 Examination of stone deposits . 23 General quarrying methods . 24 Physical properties of building stone . 26 Strength . 26 Hardness and workabi Iity . • . 27 Color . 28 Alteration ....•...................... , ........... , . 29 Porosity and absorption ...........•. : . 31 Testing of building stone... .. .................... ................ 33 Common building stones of Washington . 34 Granite . 35 Geology and distribution . 35 Physical properties . 38 Varieties