Semco Stone ASTM Stone Testing Results
|
|
|
- Martha Shepherd
- 5 years ago
- Views:
Transcription
1 Semco Stone ASTM Stone Testing Results SEMCO HAS GONE SOCIAL! semcostone.com
2 ASHRIDGE CHOPPED COLOR/CHARACTERISTICS: Ashridge Chopped is a Class III Quartzitic Sandstone That Is mostly blue/gray in color with some brown Heights 4-6, Random Lengths up to 18 50/50 blend of split-face and bed-face DENSITY: lb/ft³ SPECIFIC GRAVITY: ABSORPTION:.59% COMPRESSIVE STRENGTH: 27,721 psi
3 BLACK HILLS RUSTIC COLOR/CHARACTERISTICS: Brown and rust with red tones Full Veneer: 100% Seam-face/Bed-face ThinCut TM Veneer: 50% seam-face, 50% bed-face DENSITY: lb/ft³ ABSORPTION: 3.0% COMPRESSIVE STRENGTH: 23,814 psi CLASS III QUARTZITE FLEXURAL STRENGTH: Perpendicular: 3,065 psi BULK SPECIFIC GRAVITY CLASS II QUARTZITIC SANDSTONE *This information is based on test results by Pacific Materials Laboratory
4 BLUE RIVER COLOR/CHARACTERISTICS: Gray with some variegation Random Height: 100% Split-face Dimensional: Sawn heights, split-face and ends FLEXURAL STRENGTH: Perpendicular: 2,304 Parallel: 2,303 COMPRESSIVE STRENGTH: Perpendicular Area PS 17,778 Parallel Area PS 19,034 SPECIFIC GRAVITY: 2.68 ABSORPTION: 0.34% *This information is based on test results by PSI, Inc. in St. Louis, MO.
5 BRENTWOOD COLOR/CHARACTERISTICS: Range of chocolate to light brown, buff and gray. Some pieces have a beautiful texture resembling wood rings on a tree Natural bed heights that range between 4-9 in height, with the split-face and natural edge exposed DENSITY: lb/ft³ SPECIFIC GRAVITY: ABSORPTION: 1.81% CLASS II QUARTZITIC SANDSTONE CLASS III QUARTZITE ASTM C 99 MODULUS OF RUPTURE: 1,554 psi CLASS III QUARTZITE Mpa COMPRESSIVE STRENGTH: 11,403 psi CLASS III QUARTZITE Mpa ASTM C 241 ABRASION RESISTANCE: CLASS III QUARTZITE FLEXURAL STRENGTH: Perpendicular: 3,065 psi Parallel: Mpa X-RAY DIFFRACTION MINERALOGICAL ANALYSIS FREE SILICA CONTENT: 93% CLASS II QUARTZITIC SANDSTONE STATIC COEFFICIENT OF FRICTION DRY: 1.21 WET:.94
6 CANADIAN LEDGE COLOR/CHARACTERISTICS: Class III Quartzitic Sandstone with a range of colors from light buff to dark brown and rust shades 3-5 Heights, Random Lengths 50% snapped to 50% natural edge DENSITY: lb/ft³ SPECIFIC GRAVITY: ABSORPTION: 1.6% COMPRESSIVE STRENGTH: 23,814 psi AVERAGE FLEXURAL STRENGTH: 3,065 psi STATIC COEFFICIENT OF FRICTION: DRY: 1.21 WET:.94
7 CEDAR RIDGE COLOR/CHARACTERISTICS: Light gray with light buff to white mottling Random Height: 100% Split-face Dimensional: Sawn heights, split-face and ends FLEXURAL STRENGTH: Perpendicular: 1,160 Parallel: 1,183 COMPRESSIVE STRENGTH: Perpendicular Area PS 8,390 Parallel Area PS 11,556 SPECIFIC GRAVITY: 2.62 ABSORPTION: 2.22% *This information is based on test results by PSI, Inc. in St. Louis, MO.
8 CHESTNUT HILL COLOR/CHARACTERISTICS: Brown and rust with red tones Full Veneer: 100% Seam-face/Bed-face ThinCut TM Veneer: 50% Seam-face, 50% Bed-face DENSITY: lb/ft³ ABSORPTION: 3.0% COMPRESSIVE STRENGTH: 23,814 psi CLASS III QUARTZITE FLEXURAL STRENGTH: Perpendicular: 3,065 psi BULK SPECIFIC GRAVITY CLASS II QUARTZITIC SANDSTONE *This information is based on test results by Pacific Materials Laboratory
9 DEER HAVEN COLOR/CHARACTERISTICS: Light tan to brown with some gray tones 100% Bed-face material with random heights from 3 to 6 Random lengths BULK SPECIFIC GRAVITY CLASS II QUARTZITIC SANDSTONE BULK SPECIFIC GRAVITY, SSD APPARENT SPECIFIC GRAVITY ABSORPTION: 3.0% COMPRESSIVE STRENGTH: 7,500 psi CLASS III QUARTZITE FLEXURAL STRENGTH: Perpendicular: 3,065 psi *This information is based on test results by Pacific Materials Laboratory
10 FOND DU LAC COLOR/CHARACTERISTICS: Range of light buff to light gray. Range of heights from 2 to 6 with random lengths up to % split-face material DENSITY: (pcf) SPECIFIC GRAVITY: ABSORPTION: 0.6% ASTM C 99 MODULUS OF RUPTURE: 3,390 MODULUS OF RUPTURE: 3,430 PARALLEL PERPENDICULAR COMPRESSIVE STRENGTH: 19,080 (psi) COMPRESSIVE STRENGTH: 24,310 (psi) PARALLEL PERPENDICULAR FLEXURAL STRENGTH: Perpendicular: 2,470 (psi) Parallel: 2,470 (psi)
11 GUNSMOKE GRAY COLOR/CHARACTERISTICS: Gray with darker variegation Random Height: 100% Split-face Dimensional: Sawn heights, split-face and ends WEIGHT: 145 per cu. ft., so depending what thickness you are looking at using, will determine what it correlates to on a square foot basis. SPECIFIC GRAVITY: ABSORPTION: 6.13% ASTM C 99* MODULUS OF RUPTURE: 801 psi * COMPRESSIVE STRENGTH: 8,138 psi Testing was performed in general accordance with the following ASTM Standards. This information is based in October 2003 test results by Construction Consulting & Testing, Inc. *C 99 and C 170 were performed under the dry condition, perpendicular to the bedding planes.
12 MOJAVE LEDGE COLOR/CHARACTERISTICS: Wide range of color & texture, including white, tans, browns, golds and rusts Up to 50% may be angled slightly and/or dramatically. Random heights 1.5 to 3. Random lengths 8 to 20 BULK SPECIFIC GRAVITY: CLASS II QUARTZITIC SANDSTONE DENSITY: lbs./ft³ ABSORPTION: 3.0% COMPRESSIVE STRENGTH: 7,500 psi CLASS III QUARTZITE *This information is based on test results by Pacific Materials Laboratory
13 PINE RIDGE COLOR/CHARACTERISTICS: Brown and rust with red tones Full Veneer: 100% Seam-face/Bed-face ThinCut TM Veneer: 50% Seam-face, 50% Bed-face DENSITY: lb/ft³ SPECIFIC GRAVITY: ABSORPTION: 0.59%
14 RUSTIC BLUE COLOR/CHARACTERISTICS: Light blue/gray with some buff variegation Random Height: 100% Split-face Dimensional: Sawn heights, split-face and ends FLEXURAL STRENGTH: Perpendicular: 1,160 Parallel: 1,183 COMPRESSIVE STRENGTH: Perpendicular Area PS 8,390 Parallel Area PS 11,556 SPECIFIC GRAVITY: 2.62 ABSORPTION: 2.22% *This information is based on test results by Geotechnology, Inc. in St. Louis, MO.
15 RUSTIC CEDAR COLOR/CHARACTERISTICS: Buff with some blue and gray veining Random Height: 100% Split-face Dimensional: Sawn heights, split-face and ends DENSITY: lb/ft³ ABSORPTION: 3.54% DRY CONDITION WET CONDITION COMPRESSIVE STRENGTH Parallel: 17,002 psi Parallel: 11,919 psi Perpendicular: 21,591 psi Perpendicular: 19,787 psi DRY CONDITION WET CONDITION FLEXURAL STRENGTH Parallel: 1,743 psi Parallel: 1,248 psi Perpendicular: 922 psi Perpendicular: 834 psi Testing was performed in general accordance with the following ASTM Standards. This information is based on test results by The Council of North America, Inc.
16 STONEYBROOK COLOR/CHARACTERISTICS: 100% SPLIT FACE LIMESTONE: Gray with a touch of blue & mauve 100% BED FACE LIMESTONE: Range of lavenders, browns, gray & mauve 100 % Split-face - Range of heights from 2 to 6 with random lengths up to % Bed-face - 6, 8, 12 and 18 heights with random lengths up to 40 (ThinCut TM cannot exceed 10.5 heights) DENSITY: (pcf) SPECIFIC GRAVITY: 2.83 ABSORPTION: 0.2% ASTM C 99 MODULUS OF RUPTURE: 2,630 MODULUS OF RUPTURE: 2,980 PARALLEL PERPENDICULAR COMPRESSIVE STRENGTH: 24,500 (psi) COMPRESSIVE STRENGTH: 21,030 (psi) PARALLEL PERPENDICULAR FLEXURAL STRENGTH: Perpendicular: 1,660 (psi) Parallel: 1,890 (psi)
17 WEATHERED FIELDSTONE COLOR/CHARACTERISTICS: Weathered Fieldstone is a naturally occurring sandstone material, weathered naturally by the effects of its environment. Harvested from the hills of Southern Missouri and Northern Arkansas, it is then shipped to our fabrication facility in Perryville Missouri, where it is fabricated into building stone veneer, full bed depth and ThinCut TM veneer. Random Height: 100% Split-face Dimensional: Sawn heights, split-face and ends Available in ThinCut TM SPECIFIC GRAVITY: ABSORPTION: 6.13% ASTM C 99* MODULUS OF RUPTURE: 801 psi * COMPRESSIVE STRENGTH: 8,138 psi Testing was performed in general accordance with the following ASTM Standards. This information is based on test results by Construction Consulting & Testing, Inc. *C 99 and C 170 were performed under the dry condition, perpendicular to the bedding planes.
18 WESTON CREAM COLOR/CHARACTERISTICS: Light buff cream colored Random Height: 100% Split-face Dimensional: Sawn heights, split-face and ends DENSITY: lb/ft³ SPECIFIC GRAVITY: ABSORPTION: 6.51% ASTM C 99 MODULUS OF RUPTURE: 883 psi 6.09 Mpa COMPRESSIVE STRENGTH: 5,686 psi Mpa ASTM C 241 ABRASION RESISTANCE: 5.06 FLEXURAL STRENGTH: Perpendicular: 1,053 psi Parallel: 7.26 Mpa
19 WESTON SHELL COLOR/CHARACTERISTICS: Shades of buff to tan. Sea shells have been preserved for millions of years in this unique limestone 100% Split-face with random heights from 4 to 12 (ThinCut TM cannot exceed 10.5 ) Random lengths from 10 to 30 DENSITY: 132 lbs./cft. SPECIFIC GRAVITY: ABSORPTION: 5.4 % COMPRESSIVE STRENGTH: 2,964 psi
20 WILLOWBROOK BLUE COLOR/CHARACTERISTICS: Willowbrook Blue is blue/gray in color with some brown and rust variegation 50% Bed-face, 50% Split-face Heights: 3 7 Lengths: Random DENSITY: lb/ft³ SPECIFIC GRAVITY: ABSORPTION: 0.97% CLASS II QUARTZITIC SANDSTONE CLASS III QUARTZITE ASTM C 99 MODULUS OF RUPTURE: 2,639 psi CLASS III QUARTZITE Mpa COMPRESSIVE STRENGTH: 23,814 psi CLASS III QUARTZITE Mpa ASTM C 241 ABRASION RESISTANCE: CLASS III QUARTZITE FLEXURAL STRENGTH: Perpendicular: 3,065 psi Parallel: Mpa X-RAY DIFFRACTION MINERALOGICAL ANALYSIS FREE SILICA CONTENT: 93% CLASS II QUARTZITIC SANDSTONE STATIC COEFFICIENT OF FRICTION DRY: 1.21 WET:.94
21 WILLOWBROOK BROWN COLOR/CHARACTERISTICS: Willowbrook Brown has shades of brown & tan, speckled with dark brown 50% Bed-face, 50% Split-face Heights: 3 7 Lengths: Random DENSITY: lb/ft³ SPECIFIC GRAVITY: ABSORPTION: 0.97% CLASS II QUARTZITIC SANDSTONE CLASS III QUARTZITE ASTM C 99 MODULUS OF RUPTURE: 2,639 psi CLASS III QUARTZITE Mpa COMPRESSIVE STRENGTH: 23,814 psi CLASS III QUARTZITE Mpa ASTM C 241 ABRASION RESISTANCE: CLASS III QUARTZITE FLEXURAL STRENGTH: Perpendicular: 3,065 psi Parallel: Mpa X-RAY DIFFRACTION MINERALOGICAL ANALYSIS FREE SILICA CONTENT: 93% CLASS II QUARTZITIC SANDSTONE STATIC COEFFICIENT OF FRICTION DRY: 1.21 WET:.94
22 YUKON LEDGE COLOR/CHARACTERISTICS: Deep rust to dark brown seam-face Random heights 1 to 4. Random lengths 5 to 20 BULK SPECIFIC GRAVITY: CLASS II QUARTZITIC SANDSTONE DENSITY: lbs./ft³ ABSORPTION: 3.0% COMPRESSIVE STRENGTH: 7,500 psi CLASS III QUARTZITE *This information is based on test results by Pacific Materials Laboratory
Semco Stone ASTM Stone Testing Results
Semco Stone ASTM Stone Testing Results SEMCO HAS GONE SOCIAL! 1-800-814-1072 semcostone.com ASHRIDGE COLOR/CHARACTERISTICS: Ashridge Chopped is a Class III Quartzitic Sandstone that Is mostly blue/gray
TEST REPORT No. 50 PERFORMED TESTS:
A.S.T.M. MEMBER 1741518 TEST REPORT 50 MATERIAL NAME: Moca Beige (Grey) CLIENT : A&G 23 S.r.l. STONELAB BY IMM TECHNOLOGICAL LABORATORY FOR TESTING ON STONES PERFORMED TESTS: 1. Water Absorption & Bulk
AAA NATURAL STONE. Premium Natural Stone Products
AAA NATURAL STONE Premium Natural Stone Products Mission The purpose of the company is to inspire and implement the wide use of thin veneer limestone and sandstone products in residential and commercial
STONE. What is Dimension Stone? 3/23/17
3/23/17 What is Dimension Stone? STONE A rock material that has been harvested from its in-situ position in the earth and cut, machined, and finished to a specified size & shape with alteration of the
EVALUATION OF GRAMPIAN SAND SANDSTONE
14 September 2005 Sandstone Australia International 7 Disney Avenue KEILOR EAST VIC 3033 Attention: Mr. Harry Behncke EVALUATION OF GRAMPIAN SAND SANDSTONE CLIENT REFERENCE Request H. Behncke OUR REFERENCE
Beam Design - Pine Tree
- Pine Tree 1. Beam Data Load Type: Uniform Dist. Load Support: Simple Beam Beam Type: Sawn Lumber Species: Southern Pine Grade: SP DSS Size: 2 x 8 Design Span (L): 11.83 ft. Clear Span: 11.67 ft. Total
A. IGNEOUS Rocks formed by cooling and hardening of hot molten rock called magma (within crust or at its surface).
EARTH SCIENCE 11 CHAPTER 5 NOTES KEY How Earth's Rocks Were Formed Early geologists believed that the physical features of the Earth were formed by sudden spectacular events called CATASTROPHES. Modern
TESTING PROTOCAL. Via & US Mail. April 30, 2010
Wiss, Janney, Elstner Associates, Inc. 330 Pfingsten Road Northbrook, Illinois 60062 847.272.7400 tel 847.291.5189 fax www.wje.com Via Email & US Mail General Manager 318 West Washington Street Valders
Wikipedia.org BUILDING STONES. Chapter 4. Materials of Construction-Building Stones 1
Wikipedia.org BUILDING STONES Chapter 4 Materials of Construction-Building Stones 1 What is Stone? Stone is a concretion of mineral matter. Used either as a; Construction material, Manufacture of other
NATURAL STONE THIN VENEER ARCHITECTURAL STONE. with GripSet technology
NATURAL STONE THIN VENEER ARCHITECTURAL STONE with GripSet technology natural stone thin veneers From Quarry to Construction Millions of years in the making, minerals that have endured the test of time
Testing of Lincolnshire Limestone. Prepared for: Phil Kerry Goldholme Stone Ltd. Irnham Grange Irnham Road Corby Glen Grantham Lincolnshire NG 33 4 NE
Testing of Lincolnshire Limestone Prepared for: Phil Kerry Goldholme Stone Ltd. Irnham Grange Irnham Road Corby Glen Grantham Lincolnshire NG 33 4 NE 25 th July 2013 Test report number 287818-3 Prepared
Name Class Date. In your textbook, read about the nature of igneous rocks. Use each of the terms below just once to complete the following statements.
CHAPTER 5 Igneous Rocks SECTION 5.1 What are igneous rocks? In your textbook, read about the nature of igneous rocks. Use each of the terms below just once to complete the following statements. basaltic
Geology 252, Historical Geology, California State University, Los Angeles - professor: Dr. Alessandro Grippo
LAB # 1 - CLASTIC ROCKS Background: - Mechanical and Chemical Weathering - Production of Clastic Sediment - Classification of Sediment according to size: Gravel, Sand, Silt, Clay - Erosion, Transportation
Sediment. Weathering: mechanical and chemical decomposition and disintegration of rock and minerals at the surface
Sediment Some basic terminology Weathering: mechanical and chemical decomposition and disintegration of rock and minerals at the surface Erosion: removal of weathered rock and minerals from one place to
Geology 229 Engineering Geology. Lecture 6. Basic Rock Classification and Engineering Considerations (West, Chs. 2, 3, 4, 5)
Geology 229 Engineering Geology Lecture 6 Basic Rock Classification and Engineering Considerations (West, Chs. 2, 3, 4, 5) Outline of this Lecture 1. Rock types and rock cycle 2. Geological and engineering
Fossils and Geology of Litzsinger Road Ecology Center
Fossils and Geology of Litzsinger Road Ecology Center Table of Content Key Terms 1 Key Terms 2 What you need to know Geologic Map of Missouri Geologic Time Chart More of what you need to know Digital map
Beam Design - FLOOR JOIST
Beam Design - FLOOR JOIST 1. Beam Data Load Type: Uniform Dist. Load Support: Simple Beam Beam Type: Sawn Lumber Species: Douglas Fir-Larch Grade: DF No.2 Size: 2 x 10 Design Span (L): 11.83 ft. Clear
Chapter 10. Chapter Rocks and the Rock Cycle. Rocks. Section 1 Rocks and the Rock Cycle
Chapter 10 Rocks 1 Chapter 10 Section 1 Rocks and the Rock Cycle 2 10.1 Rocks and the Rock Cycle Magma is the parent material for all rocks. Once the magma cools and hardens, many changes can occur. Geology:
TEST REPORT No. : XMML Date : Apr. 26, 2010 Page : 1 of 15
Page : 1 of 15 COSMOS GRANITE & MARBLE 501 S. NEW HOPE ROAD, RALEIGH, NC 27610 USA The following sample(s) was/were submitted and identified on behalf of the client as: Sample Name : SL2001 SGS Ref. No.
Safe-T-Span High Load Capacity Grating
Safe-T-Span High Load Capacity Grating High Load Capacity (HI) pultruded grating is yet another product in the arsenal of engineered fiberglass reinforced plastic (FRP) solutions by Fibergrate. While capitalizing
Bradbury Mountain, Pownal, Maine
Maine Geologic Facts and Localities August, 2008 Bradbury Mountain, Pownal, Maine 43 o 53 56.56 N, 70 o 10 45.11 W Text by Henry N. Berry IV, Department of Agriculture, Conservation & Forestry 1 Introduction
The United States & Canada. A Regional Study of Anglo America
A Regional Study of Anglo America Landform Regions of the United States & Canada world leaders in agricultural and industrial production because of... VAST LANDS stretch from the Atlantic Ocean on the
POLITECNICO DI TORINO
Dipartimento di Ingegneria del Territorio, dell Ambiente e delle Geotecnologie April, 11 2007 The Scientific Coordinator: (Dott. Paola Marini) REPORT LM/KP_06/07in REPORT ON DETERMINATION OF PHYSICAL AND
Chapter 6 Sedimentary and Metamorphic Rock
Chapter 6 Sedimentary and Metamorphic Rock Weathering and Erosion Wherever rock is exposed at Earth s surface, it is continuously being broken down by weathering a set of physical and chemical processes
PIEDRA NATURAL ASERRADA Y DE CANTERÍA, S.L
PIEDRA NATURAL ASERRADA Y DE CANTERÍA, S.L ZAMORA GNEISS 2,65 gr/cm³ Absorption coefficient 0,67 % Frost strength 22,6 MPa Flexural strength 25,20 MPa 50 MPa 4,28 mm Anchorages Strength 1.750 N Slaty and
OCN 201 Physiography of the Seafloor
OCN 201 Physiography of the Seafloor Hypsometric Curve for Earth s solid surface Note histogram Hypsometric curve of Earth shows two modes. Hypsometric curve of Venus shows only one! Why? Ocean Depth vs.
Innovative Products February 2016
Bison Pedestals & Accessories Material Testing Test Description Bison Results ASTM D792 ASTM D638 ASTM G155 ASTM G26 ASTM D790 ASTM D256 0 ASTM D5420 50.0 ASTM D2240 ASTM D648 231 ASTM D648 231 ASTM D635
The Geology of Two Lights State Park. Cape Elizabeth, Maine
Maine Geologic Facts and Localities June, 2002 Cape Elizabeth, Maine 43 33 33.48 N, 70 12 13.32 W Text by Henry N. Berry IV and Robert G. Marvinney, Department of Agriculture, Conservation & Forestry 1
COUNTERTOP SELECTIONS. Limestone
NATURAL STONE COUNTERTOP SELECTIONS Nature and Types Natural stone is classified based on its origin. There are three basic types of stones: 1. Volcanic or Igneous Stone formed on solidification of lava
Testing of Ancaster Limestone. Prepared for: Phil Kerry Goldholme Stone Ltd. Irnham Grange Irnham Road Corby Glen Grantham Lincolnshire NG 33 4 NE
Testing of Ancaster Limestone Prepared for: Phil Kerry Goldholme Stone Ltd. Irnham Grange Irnham Road Corby Glen Grantham Lincolnshire NG 33 4 NE 25 th July 2013 Test report number 287818-4 Prepared by
Sediment and sedimentary rocks Sediment
Sediment and sedimentary rocks Sediment From sediments to sedimentary rocks (transportation, deposition, preservation and lithification) Types of sedimentary rocks (clastic, chemical and organic) Sedimentary
SOIL CLASSIFICATION CHART COARSE-GRAINED SOILS MORE THAN 50% RETAINED ON NO.200 SIEVE FINE-GRAINED SOILS 50% OR MORE PASSES THE NO.200 SIEVE PRIMARY DIVISIONS GRAVELS MORE THAN 50% OF COARSE FRACTION RETAINED
Chapter 4: Rocks and Their Transformations
Thai Christian School Grade 6 English Program SCIENCE Home Study Name : Number :... Subject : Science Grade : 6/ Teacher : Miss Maggie Quinn Date : November 2011 Parent Signature:... Instructions: Read
Russian Governmental building Bethlehem - Palestine Jerusalem Gold Light m 2
Russian Governmental building Bethlehem - Palestine Jerusalem Gold Light 15000 m 2 4 5 OUR COMPANY VERONA FOR MARBLE AND INDUSTRIAL INVESTMENTS CO. Verona is one of the largest stone producers and manufacturers
Beam Design - Awning
Beam Design - Awning 1. Beam Data Load Type: Uniform Dist. Load Support: Simple Beam Beam Type: Sawn Lumber Species: Douglas Fir-Larch Grade: DF No.2 Size: 4 x 12 Design Span (L): 21.50 ft. Clear Span:
GIFFORD PINCHOT STATE PARK DIABASE (MOLTEN LIQUID ROCK)
PENNSYLVANIA TRAIL OF GEOLOGY PARK GUIDE 10 GIFFORD PINCHOT STATE PARK DIABASE (MOLTEN LIQUID ROCK) Gifford Pinchot State Park contains examples of the three major rock classes: igneous, metamorphic, and
The Beauty of Ice Storms
Trees in Ice Storms: Developing Storm Resistant Urban Tree Populations Richard J. Hauer, Ph.D Associate Professor of Urban Forestry College of Natural Resources, University of Wisconsin Stevens Point The
1' U. S. Forest Products Laboratory. Weathering and decay. U.S. Forest Serv. Forest Prod. Lab. Tech. Note 221 (rev,), 2 pp. 1956, (Processed.
Number 171 Portland, Oregon August 1959 EFFECT OF WEATHERING ON ACCURACY OF FUEL-MOISTURE-INDICATOR STICKS IN THE PACIFIC NORTHWEST by William Go Morris How much does weathering affect accuracy of fuel-moistureindicator
Geology 229 Engineering and Environmental Geology. Lecture 5. Engineering Properties of Rocks (West, Ch. 6)
Geology 229 Engineering and Environmental Geology Lecture 5 Engineering Properties of Rocks (West, Ch. 6) Outline of this Lecture 1. Triaxial rock mechanics test Mohr circle Combination of Coulomb shear
discussion of North America s physical features, including its landforms and bodies of
Chapter 7 Natural Environments of North America Chapter 7 focuses on the natural environments of North America. The chapter opens with a discussion of North America s physical features, including its landforms
Earth and Space Science. Semester 2 Review, Part 2
Earth and Space Science Semester 2 Review, Part 2 2015 Chemical Weathering -The process that breaks down rock through chemical changes. Examples that cause chemical weathering include the action of water
Cretaceous, Dakota Formation, Terra Cotta Member South Side of I-70, Salina County, Kansas
Cretaceous, Dakota Formation, Terra Cotta Member South Side of I-70, Salina County, Kansas Written By: Steven D.J. Baumann G-102010-1A Outcrop looking southeast Photo taken by: Steven Baumann on 10-20-2010
Feet CLAY; silty, greenish gray and clayey fine sand; Color: 5Y 3/1
-. CLAY; silty, greenish gray and clayey fine sand; Color: Y /. -. SAND; fine-medium, clayey, with sandy clay layers; very abundant broken thin, tiny shells; shell hash at several horizons, heavily burrowed;
Igneous, Metamorphic & Sedimentary. Chapter 5 & Chapter 6
Igneous, Metamorphic & Sedimentary Chapter 5 & Chapter 6 Section 5.1 What are Igneous Rocks? Compare and contrast intrusive and extrusive igneous rocks. Describe the composition of magma Discuss the factors
Volumetric Tests. Overview
Volumetric Tests Qualified Aggregate Technician Overview Volumetrics Specific Gravity Different types Uses Density Why density? Unit Weight 62 What are Volumetrics? All matter has weight and occupies space
Lowest and Youngest Terrace : Soil Pit #4
Lowest and Youngest Terrace : Soil Pit #4 Observations : Where : Huntington Terraces Climate : Cloudy, mid 60 s Our soil pit was the lowest of the 4 sites The pit site was located on the right side of
AINSLEE PARK Glazed Porcelain Floor and Ceramic Wall Tile
AINSLEE PARK Glazed Porcelain Floor and Ceramic Wall Tile AINSLEE PARK BY Shown: AIN40 12x24 Breccia Mist, AIN4W 12.1x24.4 Breccia Mist (ceramic), AIN40/M122 Breccia Mist mosaic Classic designs paired
Sedimentology & Stratigraphy. Thanks to Rob Viens for slides
Sedimentology & Stratigraphy Thanks to Rob Viens for slides Sedimentology The study of the processes that erode, transport and deposit sediments Sedimentary Petrology The study of the characteristics and
COMPARING LABORATORY AND FIELD DURABILITY TESTING OF STONE Accelerated Weathering Testing of Stone
COMPARING LABORATORY AND FIELD DURABILITY TESTING OF STONE Accelerated Weathering Testing of Stone B. WONNEBERGER AND S. A. BORTZ Wiss, Janney, Elstner Associates, Inc., Northbrook, Illinois, USA 60062
Aggregates for Concrete
Fine Aggregate Sand and/or crushed stone < 5 mm (0.2 in.) F.A. content usually 35% to 45% by mass or volume of total aggregate Coarse Aggregate Gravel and crushed stone 5 mm (0.2 in.) typically between
POLITECNICO DI TORINO
Dipartimento di Ingegneria del Territorio, dell Ambiente e delle Geotecnologie April, 11 2007 The Scientific Coordinator: (Dott. Paola Marini) REPORT LM/KP_04/07in REPORT ON DETERMINATION OF PHYSICAL AND
Beam Design - Shed Roof Back Wall Beam-S
Beam Design - Shed Roof Back Wall Beam-S 1. Beam Data Load Type: Uniform Dist. Load Support: Simple Beam Beam Type: Glulam Species: Western Species Grade: 24F-V4 1.8E DF/DF Size: 2.5 x 6 Design Span (L):
Modified Dry Mixing (MDM) a new possibility in Deep Mixing
Modified Dry Mixing (MDM) a new possibility in Deep Mixing Hercules Geo-Trans 2004 1 Structure of presentation 1. The MDM process 2. The MDM system new possibilities 3. Major advantages 4. Field tests
Out life 30 days at 70 F (21 C) Shelf life 6 months at 40 F (4 C) 12 months at 0 F (-18 C)
4708 250-300 F (120-150 C) High T g Epoxy Resin System Typical applications General aviation Aerospace Industrial Sporting goods Out life 30 days at 70 F (21 C) Shelf life 6 months at 40 F (4 C) 12 months
Beam Design - Trotin Project
Beam Design - Trotin Project 1. Beam Data Load Type: Uniform Dist. Load Support: Simple Beam Beam Type: Glulam Species: Western Species Grade: 24F-V4 1.8E DF/DF Size: 3.125 x 13.5 Design Span (L): 14.98
Preliminary Investigations of the Hudson Bay Area Coal Deposits
Preliminary Investigations of the Hudson Bay Area Coal Deposits Jason Berenyi, Arden Marsh and Ron Leray Saskatchewan Ministry of Energy and Resources www.er.gov.sk.ca Introduction Introduction Manville
UNIT 3 GEOLOGY VOCABULARY FLASHCARDS THESE KEY VOCABULARY WORDS AND PHRASES APPEAR ON THE UNIT 3 CBA
UNIT 3 GEOLOGY VOCABULARY FLASHCARDS THESE KEY VOCABULARY WORDS AND PHRASES APPEAR ON THE UNIT 3 CBA A map that shows Earth s Topographic Map surface topography, which is Earth s shape and features Contour
Weathering is the process that breaks down rock and other substances at Earth s surface
Chapter 8 Notes Weathering is the process that breaks down rock and other substances at Earth s surface Factors that contribute to weathering Heat Cold Water Ice O 2 & CO 2 in the atmosphere Examples of
Compute the lateral force per linear foot with sloping backfill and inclined wall. Use Equation No. 51, page 93. Press ENTER.
Sample Problems Problem 5.1 A gravity retaining wall is supporting a cohesionless soil. The active lateral force per linear foot of the retaining wall is most nearly (A) 5,000 lb/ft (B) 6,000 lb/ft (C)
Page 1. Name:
Name: Questions 1 through 3 refer to the following: The diagrams below represent two rock outcrops found several miles apart in New York State. Individual rock layers are lettered, and fossils and rock
Weathering, Erosion and Deposition
Weathering, Erosion and Deposition Shaping the Earth s Surface Weathering the process of breaking down rocks into smaller fragments Erosion the transport of rock fragments from one location to another
Effects of Basalt Fibres on Mechanical Properties of Concrete
Effects of Basalt Fibres on Mechanical Properties of Concrete A. M. El-Gelani 1, C.M. High 2, S. H. Rizkalla 3 and E. A. Abdalla 4 1,4 University of Tripoli, Civil Engineering Department, Tripoli, Libya
POLITECNICO DI TORINO
Dipartimento di Ingegneria del Territorio, dell Ambiente e delle Geotecnologie April, 11 2007 The Scientific Coordinator: (Dott. Paola Marini) REPORT LM/KP_03/07in REPORT ON DETERMINATION OF PHYSICAL AND
Glazed Porcelain Floor and Ceramic Wall Tile
A I N S L E E PA R K Glazed Porcelain Floor and Ceramic Wall Tile AINSLEE PARK Shown: AIN40 12x24 Breccia Mist, AIN4W 12.1x24.4 Breccia Mist (ceramic), AIN40/M122 Breccia Mist mosaic Classic designs paired
SEDIMENTARY ROCKS. When mountains are first formed, they are tall and jagged like the Rocky Mountains on the west coast of North America.
SEDIMENTARY ROCKS When mountains are first formed, they are tall and jagged like the Rocky Mountains on the west coast of North America. Over time (millions of years) mountains become old mountains like
The most common elements that make up minerals are oxygen, silicon, aluminum, iron, calcium, potassium, and magnesium
Mineralogy: The Study of Minerals and their Properties A Mineral! Occurs! Is a! Is a substance (element or compound)! Has atoms arrange in an orderly pattern ( )! Is (not formed by any process involving
Weathering/ Erosion/ Deposition in the Texas Ecoregions
Practice Test Study these answers Weathering/ Erosion/ Deposition in the Texas Ecoregions 1. In the Texas Panhandle, physical weathering by abrasion is usually caused by wind, water and gravity 2. Two
Rock Identification Lab, 60 Points This is a BIG lab! Work carefully and thoroughly
Rock Identification Lab, 60 Points This is a BIG lab! Work carefully and thoroughly Name: Date: Period: Lab Skills and Objectives 1. You will examine, classify, and identify several samples of igneous,
There is a close connection between Geology and Architecture: The Study of Geology is particularly appropriate for the
Stone Identification There is a close connection between Geology and Architecture: The Study of Geology is particularly appropriate for the architect, who, in applying the various materials of the Earth
Black Point & Bihler Point
Black Point & Bihler Point Conglomerate Photo: looking north toward end of Black Point (south of post 1) All of the rocks in this photo are conglomerate. Both Black Point and Bihler Point are formed from
Emissivity and Remote Sensing
Emissivity and Remote Sensing Introduction: In the last laboratory with reflectivity we touched on the subject of emissivity. In comparison to reflectivity, emissivity is actually a bit more complex from
Imagine... a Roof that can pay for Itself! 1 Cool Roof Leader THE LEADER IN COOL ROOF TILE IN THE U.S.
Imagine... a Roof that can pay for Itself! # 1 Cool Roof Leader THE LEADER IN COOL ROOF TILE IN THE U.S. MCA is the number one leader in clay cool roof tile manufacturing in the U.S. MCA offers 33 CRRC
GSA Data Repository Item
GSA Data Repository Item 2011097 Verdel, C., Wernicke, B. P. and Bowring, S. A., The Shuram and subsequent Ediacaran carbon isotope excursions from southwest Laurentia: Geological Society of America Bulletin
Chapter 7 Metamorphism, Metamorphic Rocks, and Hydrothermal Rocks
Chapter 7 Metamorphism, Metamorphic Rocks, and Hydrothermal Rocks Copyright The McGraw-Hill Companies, Inc. Permission required for reproduction or display. Metamorphism What happens to rocks that are
9/4/2015. Feldspars White, pink, variable Clays White perfect Quartz Colourless, white, red, None
ENGINEERING GEOLOGY Chapter 1.0: Introduction to engineering geology Chapter 2.0: Rock classification Igneous rocks Sedimentary rocks Metamorphic rocks Chapter 3.0: Weathering & soils Chapter 4.0: Geological
Earth History: Record in the Rocks
Earth History: Record in the Rocks The geologic history of Earth can be read from rocks if you know what to look for. In this presentation, you will see examples of many types of clues, stored in rocks.
HE988_48 Maple X 5.29 in X mm 3,732 St. R L. HE993_48 Three Leaves 3.37 X 4.50 in X mm 2,983 St.
AUTUMN GLITZ Pack 12214 25 DESIGNS HE986_48 Maple 4.60 X 5.81 in. 116.84 X 147.57 mm 4,919 St. R L HE987_48 Maple 2 3.87 X 4.27 in. 98.30 X 108.46 mm 2,722 St. R HE988_48 Maple 3 4.22 X 5.29 in. 107.19
Maine Geologic Facts and Localities October, Lobster Lake, Maine. Text by Robert G. Marvinney. Maine Geological Survey
Maine Geologic Facts and Localities October, 1998 Lobster Lake, Maine 45 o 51 7.91 N, 69 o 30 53.88 W Text by Robert G. Marvinney, Department of Agriculture, Conservation & Forestry 1 Map by Introduction
MarkForged's Onyx is a material that is ideal for customer-facing parts that need to look good while standing up to industrial requirements.
ONYX MarkForged's Onyx is a material that is ideal for customer-facing parts that need to look good while standing up to industrial requirements. Onyx is based on a remarkably tough nylon, but also provides
Student Exploration: Weathering
Name: Date: Student Exploration: Weathering Vocabulary: abrasion, chemical weathering, clay formation, climate, dissolving, frost wedging, granite, limestone, mechanical weathering, rusting, sandstone,
APPENDIX A. Borehole Logs Explanation of Terms and Symbols
APPENDIX A Borehole Logs Explanation of Terms and Symbols Page 153 of 168 EXPLANATION OF TERMS AND SYMBOLS The terms and symbols used on the borehole logs to summarize the results of field investigation
mosaic tile Custom Unglazed Porcelain Mosaics Metro Plaza Columbia Heights, DC Jann Rosen-Queralt with Resonance Restoration Project
mosaic tile P R O D U C T: L O C AT I O N : D E S I G N : Custom Unglazed Porcelain Mosaics Metro Plaza Columbia Heights, DC Jann Rosen-Queralt with Resonance Restoration Project 206 207 208 mosaic tile
Unit 3 Review - Surface Processes
Unit 3 Review - Surface Processes 1. Why is the surface of Mercury covered with meteor impact craters, while Earth s surface has relatively few craters? A) Mercury is larger than Earth, so it gets hit
Chapter 6 Pages of Earth s Past: Sedimentary Rocks
Chapter 6 Pages of Earth s Past: Sedimentary Rocks Introduction! Drilling into the bottom of the North Sea, we encounter: " Soft mud and loose sand, silt, pebbles, and shells. Then: " Similar materials
OCN 201 Physiography of the Seafloor
OCN 201 Physiography of the Seafloor 1 Ocean Depth versus Continental Height Why do we have dry land? Solid surface of Earth is dominated by two levels: Land with a mean elevation of +840 m (29% of Earth
ALUMINUM STRUCTURAL PLATE HEADWALLS AASHTO LRFD BASIS OF DESIGN
ALUMINUM STRUCTURAL PLATE EADWALLS AASTO LRFD BASIS OF DESIGN LANE ENTERPRISES, INC. www.lane-enterprises.com Required Backfill and Load Cases: ALUMINUM STRUCTURAL PLATE EADWALLS BASIS OF DESIGN Backfill
Rocks Geography Notes JC-Learn. JC-Learn. Geography Notes Rocks. 1 P a g e
JC-Learn Geography Notes Rocks 1 P a g e Rocks The crust of the earth is made up of rocks. Three major rock groups exist, and they are formed in different ways: Group Igneous Sedimentary Metamorphic How
5 th Grade Science TCAP Review Test. Name
Name 5 th Grade Science TCAP Review Test Chapter 4 1. The center part of the Earth is called the. 2. The thick layer of solid and molten rock that lies under the crust is known as the. 3. The is the thin
Boreholes. Implementation. Boring. Boreholes may be excavated by one of these methods: 1. Auger Boring 2. Wash Boring 3.
Implementation Boreholes 1. Auger Boring 2. Wash Boring 3. Rotary Drilling Boring Boreholes may be excavated by one of these methods: 4. Percussion Drilling The right choice of method depends on: Ground
STONETEK FLOOR & WALL TILES COLLECTION
STONETEK FLOOR & WALL TILES COLLECTION QUARTZITE TILE DIMENSIONS 18 in 36 in SNOWHITE MOON RIVER Quartzite is a hard, non-foliated metamorphic rock which was originally pure quartz sandstone. Sandstone
Stress Transformation Equations: u = +135 (Fig. a) s x = 80 MPa s y = 0 t xy = 45 MPa. we obtain, cos u + t xy sin 2u. s x = s x + s y.
014 Pearson Education, Inc., Upper Saddle River, NJ. All rights reserved. This material is protected under all copyright laws as they currently 9 7. Determine the normal stress and shear stress acting
=%REPORT RECONNAISSANCE OF CHISHOLM LAKE PROSPECT. October 25, 1977
=%REPORT ON FIELD RECONNAISSANCE OF CHISHOLM LAKE PROSPECT October 25, 1977 Bruce D. Vincent Imperial Oil Limited, Minerals - Coal, CALGARY, ALBERTA CHISHOLM LAKE PROSPECT Introduction The Chisholm Lake
Lesson 1 Rocks and the Rock Cycle
Lesson 1 Student Labs and Activities Page Launch Lab 8 Content Vocabulary 9 Lesson Outline 10 MiniLab 12 Content Practice A 13 Content Practice B 14 School to Home 15 Key Concept Builders 16 Enrichment
PETROGRAPHIC MINERALOGICAL ANALYSIS OF AGGREGATES FROM DEVOLL HYDROPOWER PROJECT
PETROGRAPHIC MINERALOGICAL ANALYSIS OF AGGREGATES FROM DEVOLL HYDROPOWER PROJECT Rezarta QEMALLAJ 1,dr. ing. Alma GOLGOTA 1 Authors Affiliations: Prof.Dr. Marie Koçi 1 ( KIBE1 Laborator, Durres, Albania)
School of Rock (1 hour, Then 20 Minutes Each Day for the Following Five Days)
School of Rock ( hour, Then 0 Minutes Each Day for the Following Five Days) Addresses NGSS Level of Difficulty: Grade Range: 6-8 OVERVIEW In this activity, students explore the effects of physical and
PROCEDURE FOR STANDARDIZING MASONRY FLEXURAL STRENGTHS ABSTRACT INTRODUCTION
1040 PROCEDURE FOR STANDARDIZING MASONRY FLEXURAL STRENGTHS CLAYFORD T. GRIMM, P.E. Department of Civil Engineering, ECJ 5.2 University of Texas, Austin, Texas 78712 ABSTRACT Differing standard test methods
Weathering, Erosion, Deposition
Weathering, Erosion, Deposition The breakdown of rocks at or near the Earth s Surface. Physical Chemical - The breakdown of rock into smaller pieces without chemical change. - Dominant in moist /cold conditions
Clastic Sedimentary Rocks
Clastic Sedimentary Rocks Alessandro Grippo, Ph.D. Alternating sandstones and mudstones in Miocene turbidites Camaggiore di Firenzuola, Firenze, Italy Alessandro Grippo review Mechanical weathering creates
Minerals and Rocks Chapter 20
Minerals and Rocks Chapter 20 Emily and Megan Earth System Science Interconnected Rocks and minerals Interior processes Erosion and deposition Water and air Elements of Earth by weight Made of atoms Earth
Sedimentary Rocks. Weathering. Mechanical & Chemical Weathering. Sediments. Lithification. Deposition. Transport. Erosion.
Lithification Sedimentary Rocks Sediments Deposition Transport Erosion Weathering Weathering The sediments that make up sedimentary rocks are produced by: Mechanical & Chemical Weathering Mechanical Weathering