ANSI American Society of Safety Engineers A10.27-1998 Safety Requirements for Hot Mix Asphalt Facilities.pdf
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1、AmericAn nAtionAl StAndArdANSI/ASSE A10.27 - 1998 (R2017)Safety Requirements for Hot Mix Asphalt FacilitiesAmerican National Standard for Construction and Demolition OperationsAmericAn Society of SAfety engineerS4Casselogo-1200dpi_vector-1c-outline.pdf 1 1/20/2012 1:31:55 PMANSI/ASSE A10.27 1998 (R2
2、017)ANSI/ASSE A10.27 1998 (R2017)The information and materials contained in this publication have been developed from sources believed to be reliable. However, the American Society of Safety Engineers (ASSE) as secretariat of the ANSI accredited A10 Committee or individual committee members accept n
3、o legal responsibility for the correctness or completeness of this material or its application to specific factual situations. By publication of this standard, ASSE or the A10 Committee does not ensure that adherence to these recommendations will protect the safety or health of any persons, or prese
4、rve property. ANSI ANSI/ASSE A10.27 1998 (R2017) American National Standard Construction and Demolition Operations Safety Requirements for Hot Mix Asphalt Facilities Secretariat American Society of Safety Engineers 520 N. Northwest Highway Park Ridge, Illinois 60068 Approved June 15, 2017 American N
5、ational Standards Institute, Inc. Approval of an American National Standard requires verification by ANSI that the requirements for due process, consensus, and other criteria for approval have been met by the standards developer. Consensus is established when, in the judgment of the ANSI Board of St
6、andards Review, directly and materially affected interests have reached substantial agreement. Substantial agreement means much more than a simple majority, but not necessarily unanimity. Consensus requires that all views and objections be considered, and that a concerted effort be made toward their
7、 resolution. The use of American National Standards is completely voluntary; their existence does not in any respect preclude anyone, whether he/she has approved the standards or not, from manufacturing, marketing, purchasing, or using products, processes, or procedures not conforming to the standar
8、ds. The American National Standards Institute does not develop standards and will in no circumstance give an interpretation of any American National Standard. Moreover, no person shall have the right or authority to issue an interpretation of an American National Standard in the name of the American
9、 National Standards Institute. Requests for interpretation shall be addressed to the secretariat or sponsor whose name appears on the title page of this standard. Caution Notice: This American National Standard may be revised or withdrawn at any time. The procedures of the American National Standard
10、s Institute require that action be taken periodically to reaffirm, revise, or withdraw this standard. Purchasers of American National Standards may receive current information on all standards by calling or writing the American National Standards Institute. Published September 2017 by American Socie
11、ty of Safety Engineers 520 N. Northwest Highway Park Ridge, Illinois 60068 (847) 699-2929 www.asse.org Copyright 2017 by American Society of Safety Engineers All Rights Reserved. No part of this publication may be reproduced in any form, in an electronic retrieval system or otherwise, without the pr
12、ior written permission of the publisher. Printed in the United States of America American National Standard Foreword (This Foreword is not a part of American National Standard A10.27-1998 (R2017).) This standard is one of a series of safety standards that have been formulated by the Accredited Stand
13、ards Committee on Safety in Construction and Demolition Operations, A10. It is expected that the standards in the A10 series will find a major application in industry, serving as a guide to contractors, labor and equipment manufacturers. For the convenience of users, a list of existing and proposed
14、standards in the A10 series for Safety Requirements in Construction and Demolition Operations follows. A10.1 Pre-Project has a limited or restricted means of entry or exit (for example, tanks, vessels, silos, storage bins, hoppers, vaults or pits that may have limited means of entry); and is not des
15、igned for continuous employee occupancy. 3.8 Cut Back. Asphalt cement that has been diluted or liquefied by adding or blending petroleum solvents. 3.9 Direct Fired Tank. A tank that uses an LP #2 or natural gas flame as its heating medium. AMERICAN NATIONAL STANDARD A10.27-1998 (R2017) 12 3.10 Flamm
16、able. Any material that is easily ignited, especially by means other than direct flame. 3.11 Flash Point. The minimum temperature at which a substance gives off vapor in sufficient concentration to form an ignitable mixture with air near the surface of the material within the vessel as specified by
17、the appropriate test procedure and apparatus per ASTM test method D56-05, Standard Test Method for Flash Point by Tag Closed Cup Tester, or D93-02a, Standard Test Methods for Flash-Point by Pensky-Martens Closed Cup Tester. 3.12 Gravimetric Method. A method for estimation of the air concentration of
18、 asphalt fumes. 3.13 Guard. A device designed, con-structed and used to provide positive protection; prevent all access to the danger zone during operations; cause the operator no discomfort or inconvenience; not inter-fere unnecessarily with production; operate automatically or with minimum effort;
19、 be suitable for the job and the machine; provide for machine oiling, inspection, adjustment and repair; withstand long use with minimum maintenance; be durable and fire- and corrosion-resistant; and protect against unforeseen operational contin-gencies, not merely against normally expected hazards.
20、 The guard is preferably a built-in feature, should not constitute a hazard itself and be without splinters, sharp corners, rough edges or other sources of accidents. 3.14 Guarded. Protected by means that remove the likelihood of approach or contact by persons or objects from a point of danger. 3.15
21、 HMA Facility. A facility for drying, blending and mixing ingredients to make and dispense hot mix asphalt. 3.16 Hydraulic. A means of energy transmission using the flow of non-compressible liquid. 3.17 Indirect Fired Tank. A tank that uses steam, water, transfer oil or other heating medium material
22、 that does not have immediate contact with flame. 3.18 Inert Gas. A gas that will not enter into chemical reaction with other substances at normally achievable temperatures and near-atmospheric pressures. 3.19 Liquid. Any material that has a fluidity greater than that of 300-penetration asphalt when
23、 tested in accordance with the ASTM D5-05a, Standard Test Method for Penetration of Bituminous Materials. 3.20 Lockout/Tagout. The placement of a lockout device (key/combination lock or bolted slip binds) and prominent warning device (tag and a means of attachment) that can be locked and securely fa
24、stened to an energy-isolating device in accordance with established procedure, to indicate or ensure that the isolating device and the equipment being controlled cannot be operated until the lockout or tagout devices are removed. 3.21 Machinery. An assemblage of parts, some of which are in motion, t
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