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Standard Specification for Smooth-Wall Poly(Vinyl Chloride) (PVC) Plastic Underdrain Systems for Highway, Airport, and Similar Drainage (Includes all amendments And changes 12/15/2014).
Automaticky přeložený název:
Standardní specifikace pro Smooth - Wall poly ( vinylchloridu) ( PVC) Plastové drenážních systémů pro silnice , letiště a podobné odvodnění
NORMA vydána dne 1.2.2007
Označení normy: ASTM F758-95(2007)e1
Poznámka: NEPLATNÁ
Datum vydání normy: 1.2.2007
Kód zboží: NS-56361
Počet stran: 6
Přibližná hmotnost: 18 g (0.04 liber)
Země: Americká technická norma
Kategorie: Technické normy ASTM
Keywords:
ICS Number Code 23.040.20 (Plastic pipes)
1. Scope | ||||||||||||||||||||||||||||||||||
1.1 This specification covers the requirements for smooth-wall perforated and nonperforated poly(vinyl chloride) (PVC) plastic pipe and couplings for use in subsurface drainage systems of highways, airports, and similar applications in nominal sizes of 4, 6, and 8 in. and in pipe stiffnesses (PS) that are designated as Type PS 28 and Type PS 46 in accordance with its minimum pipe stiffness. 1.2 Molded fittings for use with highway underdrain pipe are in accordance with Specification D 3034. For convenience, some of these fittings are reproduced in . 1.3 The values stated in inch-pound units are to be regarded as the standard. The values given in parentheses are for information only. Note 1Type PS 28 and Type PS 46 indicate "pipe stiffness" of 28 and 46, respectively, as outlined in . Note 2 Pipe and fittings should be installed in accordance with Practice D 2321, or applicable state or local specifications. The following safety hazards caveat pertains only to the test methods portion, Section 11, of this specification: This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use. |
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2. Referenced Documents | ||||||||||||||||||||||||||||||||||
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