Dimension Stone: the Latest Trends in Exploration and Production Technology
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Section 044200 - Exterior Stone Cladding
METRO MASONRY ANNUAL CONTRACT 2018- 2023 SECTION 044200 - EXTERIOR STONE CLADDING PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes all possible situations that may be encountered at Metro Properties and the several solutions for maintenance of stone masonry restoration and cleaning. The Metro Project Coordinator will direct the Contractor as to portions of the specification for each project. The Project may require the following: 1. Dimension stone panels set with individual anchors. 2. Dimension stone panels mechanically anchored on steel trusses. 3. Dimension stone panels mechanically anchored on steel strongback frames. 4. Dimension stone panels mechanically anchored on steel stud frames. 5. Dimension stone panels mechanically anchored (field installed) on a metal-grid system. 6. Dimension stone panels set in architectural precast concrete. 7. Dimension stone trim units, including bands; copings; sills; jambs; and soffits. 8. Dimension stone with carving or inscriptions. B. Related Requirements: 1. Division 03 Section "Precast Architectural Concrete" for setting dimension stone panels in architectural precast concrete units. 2. Division 04 Section "Unit Masonry" for installing inserts in unit masonry for anchoring dimension stone cladding and for stone trim in unit masonry walls. 3. Division 05 Section "Cold-Formed Metal Framing" for steel stud frames supporting dimension stone cladding. 4. Division 07 Section "Joint Sealants" for sealing joints in dimension stone cladding system with elastomeric sealants. 1.3 DEFINITIONS A. Definitions contained in ASTM C 119 apply to this Section. -
Granite Deterioration in the Graveyard of Saint James the Less, Philadelphia
University of Pennsylvania ScholarlyCommons Theses (Historic Preservation) Graduate Program in Historic Preservation 1990 Granite Deterioration in the Graveyard of Saint James the Less, Philadelphia Kathryn Marit Sather University of Pennsylvania Follow this and additional works at: https://repository.upenn.edu/hp_theses Part of the Historic Preservation and Conservation Commons Sather, Kathryn Marit, "Granite Deterioration in the Graveyard of Saint James the Less, Philadelphia" (1990). Theses (Historic Preservation). 307. https://repository.upenn.edu/hp_theses/307 Copyright note: Penn School of Design permits distribution and display of this student work by University of Pennsylvania Libraries. Suggested Citation: Sather, Kathryn Marit (1990). Granite Deterioration in the Graveyard of Saint James the Less, Philadelphia. (Masters Thesis). University of Pennsylvania, Philadelphia, PA. This paper is posted at ScholarlyCommons. https://repository.upenn.edu/hp_theses/307 For more information, please contact [email protected]. Granite Deterioration in the Graveyard of Saint James the Less, Philadelphia Disciplines Historic Preservation and Conservation Comments Copyright note: Penn School of Design permits distribution and display of this student work by University of Pennsylvania Libraries. Suggested Citation: Sather, Kathryn Marit (1990). Granite Deterioration in the Graveyard of Saint James the Less, Philadelphia. (Masters Thesis). University of Pennsylvania, Philadelphia, PA. This thesis or dissertation is available at ScholarlyCommons: https://repository.upenn.edu/hp_theses/307 UNIVERSITVy PENNSYLVANIA. UBKARIES GRANITE DETERIORATION IN THE GRAVEYARD OF SAINT JAMES THE LESS, PHILADELPHIA Kathryn Marit Sather A THESIS in The Graduate Program in Historic Preservation Presented to the faculties of the University of Pennsylvania in Partial Fulfillment of the Requirements for the Degree of MASTER OF SCIENCE 1990 Samuel Y. -
Determination of the Braking Factor in Bench Blasting for Dimension Stone Production: a Case Study of Crushed Rock Industry
DOI: http://dx.doi.org/10.4314/gjer.v12i1.10 GLOBAL JOURNAL OF ENGINEERING RESEARCH VOL 12, 2013: 85-92 COPYRIGHT© BACHUDO SCIENCE CO. LTD PRINTED IN NIGERIA. ISSN 1596-292x 85 www.globaljournalseries.com; [email protected] BENCH BLASTING DESIGN FOR OPTIMUM RECOVERY OF BLOCKS IN DIMENSION STONE QUARRIES: A CASE STUDY OF CRUSHED ROCK INDUSTRY, SUPARE-NIGERIA MUYIDEEN ALADE SALIU AND SHAIB ABDULAZEEZ SHEHU (Received 25, August 2011; Revision Accepted 28, March 2013) ABSRTACT Dimension stone quarry is believed to be type of mining operation that always result to low recovery since what is expected from the extracting operation is a cubical block with no fracture. It is noticed that majority of the damage in the natural blocks are always from poor extraction method. In aggregate quarry, series of work have been done on powder factor that gives economical blasting. In this research work, breaking factor is used in place of powder factor since breaking is required not powder. The aim of this research work is to establish a standard breaking factor for bench blasting in dimension quarries that will improve recovery. Two cases were considered. In case 1, gun powder is used for basal cutting. Of the seven patterns considered, pattern3 gives highest recovery (70%) with breaking factor of 23.15g/m3 (i.e. 5kg of Gun powder for (6 by 6 by 6) m bench design). In the case 2, dynacord is used for basal cutting. Of the four patterns considered, pattern 2 gives highest recovery (55%) with breaking factor of 15g/m3 ( i.e. 3.24kg of explosive for (6 by 6 by 6) m bench design. -
Murder-Suicide Ruled in Shooting a Homicide-Suicide Label Has Been Pinned on the Deaths Monday Morning of an Estranged St
-* •* J 112th Year, No: 17 ST. JOHNS, MICHIGAN - THURSDAY, AUGUST 17, 1967 2 SECTIONS - 32 PAGES 15 Cents Murder-suicide ruled in shooting A homicide-suicide label has been pinned on the deaths Monday morning of an estranged St. Johns couple whose divorce Victims had become, final less than an hour before the fatal shooting. The victims of the marital tragedy were: *Mrs Alice Shivley, 25, who was shot through the heart with a 45-caliber pistol bullet. •Russell L. Shivley, 32, who shot himself with the same gun minutes after shooting his wife. He died at Clinton Memorial Hospital about 1 1/2 hqurs after the shooting incident. The scene of the tragedy was Mrsy Shivley's home at 211 E. en name, Alice Hackett. Lincoln Street, at the corner Police reconstructed the of Oakland Street and across events this way. Lincoln from the Federal-Mo gul plant. It happened about AFTER LEAVING court in the 11:05 a.m. Monday. divorce hearing Monday morn ing, Mrs Shivley —now Alice POLICE OFFICER Lyle Hackett again—was driven home French said Mr Shivley appar by her mother, Mrs Ruth Pat ently shot himself just as he terson of 1013 1/2 S. Church (French) arrived at the home Street, Police said Mrs Shlv1 in answer to a call about a ley wanted to pick up some shooting phoned in fromtheFed- papers at her Lincoln Street eral-Mogul plant. He found Mr home. Shivley seriously wounded and She got out of the car and lying on the floor of a garage went in the front door* Mrs MRS ALICE SHIVLEY adjacent to -• the i house on the Patterson got out of-'the car east side. -
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 -
CONTRACT- DE-14: Design, Supply, Installation, Testing
CONTRACT- DE-14: Design, Supply, Installation, Testing and Commissioning of 25 kV Overhead Equipment (OHE), 33 kV Auxiliary Power Supply for elevated section of Line-7 Ext. (Maujpur to Majlispark) and Augmentation works of Mukundpur depot of Delhi Metro MRTS Phase-IV. Addendum No.–4 (SUMMARY SHEET) Clause S. No. Document Reference In place of Please read as Remarks 1 Vol.1 NIT Key Details Page 3R1 of 19 Page 3R2 of 19 Key dates Modified 2 Vol.1 NIT Key Details Page 4R1 of 19 Page 4R2 of 19 Key dates Modified Clause 1.1.3.1 3 Vol.1 NIT Page 7R of 19 Page 7R1 of 19 Clause Modified vii b. Page 11R of 19 Page 11R1 of 19 4 Vol.1 NIT Clause 1.1.3.2 & & Clause Modified Page 12R of 19 Page 12R1 of 19 Clause 11.3 Sub- Correction slip no.2 5 Vol.2 GCC - - Clause added 11.3.1 Schedules 1 to 9 of Schedules SCC Replaced with 6 Vol.2 SCC 1 to 9 of - - Revised Schedule 1 to SCC 9 of SCC, Rev.01 as enclosed. Appendix-2D Replaced with Vol.4 Chapter-3 Page 4 of 142 Revised Appendix-2D 7 Particular Interface to - Interface Management Specification Appendix-2D Page 50 of 142 Document (Corrected upto 22.02.2021)as enclosed. Vol.4 Chapter-11A Page 5 of 50 Page 5R of 50 8 Particular Clause Modified Clause 1.3.1 Specification Pre-Bid clarifications has been added along with the 9 Pre-Bid Clarifications Addendum-4 NOTICE INVITING TENDER (NIT) (e-Tender) 1.1 GENERAL 1.1.1 Name of Work Delhi Metro Rail Corporation Ltd. -
Short Notice to Quarrying Sector
DRAFT REPORT STATE-OF-THE-ART: ORNAMENTAL STONE QUARRYING IN EUROPE Nicos Arvantides Tom Heldal 1 OSNET quarrying sector Nicos Arvantides Institute of Geology and Mineral exploration (IGME) 1. Fragon str. 54626 Thessaloniki Greece [email protected] Tom Heldal Geological Survey of Norway (NGU) N-7491 Trondheim Norway [email protected] Preface This report is an attempt to summarize some characteristics of the ornamental stone quarrying industry throughout Europe and underline some challenges that this sector is facing. Furthermore, it seeks to highlight some of the most important innovative technologies and methods contributing to improve the viability and sustainability of ornamental stone quarrying. In addition to quarrying itself, the report also deals with other important aspects directly relevant to quarrying – such as exploration, some environmental issues, management of deposits and handling and use of waste rock. For other aspects related to the ornamental stone production, including environmental, the work by the other sectors within OSNET is recommended. These are: Processing, Stone characterization, Tools and equipment, Risk assessment, safety and environment and Technology transfer. Ornamental stone quarrying in Europe is characterized by a great variation in traditions, extraction methods and, not at least, rock types. To give a complete picture of everything happening within the sector would demand far more pages and time than available, but we hope that we have not forgotten too much. The members of the OSNET quarrying sector come from Greece, Italy, Portugal, Sweden, Finland and Norway. Clearly, the report will be "coloured" by examples and case studies from these countries, but we hope – and believe - they have a more general validity. -
Dimension Stone Masonry and Anchors 11/20/02
ITEM 10560.01 M – DIMENSION STONE MASONRY AND ANCHORS DESCRIPTION: The work shall consist of completely furnishing, placing, erecting and installing dimension stone masonry for the new Control house, the new NW gatehouse, the new NE gatehouse, the new SE gatehouse and the new Generator House. The work shall include all stone and anchors indicated on the drawings and as specified herein. Concrete work for the walls shall be specified under a separate item number. MATERIALS: Materials shall meet the material requirements of the following sections, subsections and as noted herein and as indicated in the contract plans. Dimension Stone Masonry and Stone Anchors: The dimension stone masonry and anchorage system shall consist of all dimension stone units, supports, anchors, and inserts, as indicated on the drawings. The dimension stone veneer system shall conform to the design as indicated on the drawings including locations of joints, sizes, shapes, colors and textures of the stones. All detailing including arches, keystones, quoins, sills and lintels, shall be included as part of the dimension stone masonry veneer system. Stone units shall be free from cracks and seams. Stone shall conform to the following: Marble Institute of America (MIA) National Building Quarries Association, Inc. (NBQA) American Society for Testing and Materials (ASTM)-ASTM C99 The structural design shall comply with all requirements for seismic design, wind loading and thermal movement. Anchors shall conform to the following American Society of Testing Materials (ASTM) standards: ASTM A167 – Stainless and Heat-Resisting Chromium-Nickel Steel Plate, Sheet, and Strip ASTM A240 – Chromium and Chromium-Nickel Stainless Steel Plate, Sheet, and Strip for Pressure Vessels and for General Applications ASTM A82 – Steel Wire, Plain, for Concrete Reinforcement ASTM A580 – Stainless Steel Wire Anchors shall be a combination of dovetail slots, flexible ties, rigid bars, and split anchors. -
Dimension Stone
Mineral Products Association Dimension Stone An essential UK industry Purposes Introduction and summary The Mineral Products Association (MPA) is the trade association for THIS STATEMENT HAS BEEN the aggregates, asphalt, cement, concrete, dimension stone, lime, PRODUCED BY MPA MEMBERS: mortar and silica sand industries. It has a growing membership of � To help all interested parties to understand the significance, 480 companies and is the sectoral voice for the majority of mineral importance and value of the dimension products. Each year, mineral operators supply £21 billion of materials stone industry; and services to construction industry and other industries. Mineral � To help local planning authorities production represents the most significant materials flow in the UK plan positively for the future supply of dimension stone in their area; and economy and is also one of the largest manufacturing sectors. � To help all relevant organisations to Dimension stone producers are a small but Dimension stone producers often believe deliver sustainable economic growth economically significant element of the that their proposals are considered by by regulating the winning and working MPA membership. Their annual output in planning authorities in the same context as of dimension stone in a fair and the UK consistently averages over 1.0 million aggregate operations which are generally reasonable way. tonnes and in 2010 reached 2.1 million much larger. Equally, all the commercial tonnes. The market value of these materials considerations that apply to larger sites is much higher than most minerals currently are assumed to apply to dimension stone extracted and varies considerably. The market working. The sections which follow aim to value of the most skilfully-crafted products highlight the differences and also set out can be in excess of £1,000 per tonne. -
Historic Stone Highway Culverts in New Hampshire Asset Management Manual
Historic Stone Highway Culverts in New Hampshire Asset Management Manual Prepared for: New Hampshire Department of Transportation, Bureau of Environment, Concord. Prepared by: Historic Documentation Company, Inc., Portsmouth, RI September 2009 TABLE OF CONTENTS 1.0 INTRODUCTION .........................................................................................................1 1.1 Purpose......................................................................................................................1 1.2 Why Preserve Historic Stone Culverts .....................................................................2 2.0 IDENTIFYING HISTORIC STONE CULVERTS.......................................................4 2.1 General Information .................................................................................................4 2.2 New Hampshire Stone Culverts................................................................................7 2.3 Stone Box Culverts ...................................................................................................8 2.4 Stone Arch Culverts................................................................................................14 3.0 MAINTAINING HISTORIC STONE CULVERTS ..................................................16 3.1 General Maintenance Discussion ...........................................................................16 3.2 Inspection & Maintenance Program ......................................................................17 3.3 Clear Waterway .....................................................................................................18 -
The Vermont Stone Trail 2016
The Vermont Stone Trail A Visitor’s Guide to Granite, Marble and Slate in the Green Mountain State Lake Willoughby Photo courtesy Annalie Babson Table of Contents The 2 The Story of Stone in Vermont Vermont 6 Southern Region Stone Trail 14 Central Region 32 Northern Region A Visitor’s Guide to Granite, Marble and Slate in the Green Mountain State Using this Guide The information in this guide is arranged into southern, central and northern regions of Vermont. Each section begins with a map Serendipity and the dynamic nature of the earth’s showing the number and location of landmarks and points of interest crust gave Vermont rare and excellent deposits of described in the guide pages. The guide pages include a landmark granite, marble and slate. With hard work, description and graphic icons creativity and the efforts of many, each of these indicating the type of stone, features and activities for each resources has been developed into a highly location. successful industry that continues to offer products Landmark Legend that are sought after throughout the world. Type of stone The Vermont Stone Trail is a guide to geological Marble regions of Vermont where granite, marble and slate Slate Granite were quarried, manufactured and utilized. Combination Vermont’s diverse geologic resources have been Other Dimensional used to create some of the finest buildings, Stone provocative memorials and stunning works of art Landmark features and activities found around the world. The Vermont Stone Trail Geology Above: A historical photo of a Boutwell, Milne & Varnum Company Quarry, Barre. invites visitors and residents alike to find a wealth Quarries/ On the cover: An artist uses the pointing machine method to reproduce a marble sculpture in the early 20th century.