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English -- Standard Specifications for Transportation Materials and Methods of Sampling and Testing and Aashto Provisional Standards - 2017 Edition

AASHTO HM-2017 PT III

Organization:
AASHTO - American Association of State Highway and Transportation Officials
Year: 2017

Abstract: Scope: This specification covers the requirements and methods of tests for steel-reinforced polyethylene (PE) ribbed pipe, couplings, and fittings for use in surface and subsurface drainage applications.  Nominal sizes of 300 to 1500 mm (12 to 60 in.) are included. Materials, workmanship, dimensions, pipe stiffness, impact resistance, tensile strength of seams, shape stability, joining systems, and form of markings are specified.  Steel-reinforced PE ribbed pipe is intended for surface and subsurface drainage applications where soil provides support to its flexible walls. Its major use is to collect or convey drainage water by open gravity flow as culverts, storm drains, etc. Note 1—When PE pipe is to be used in locations where the ends may be exposed, consideration should be given to protection of the exposed portions due to combustibility of the PE and the effects of prolonged exposure to ultraviolet radiation.   This specification only deals with this pipe’s materials requirements. The structural design of steel reinforced thermoplastic culverts and the proper installation procedures are given in the AASHTO LRFD Bridge Design Specifications, Section 12, and AASHTO LRFD Bridge Construction Specifications, Section 26, respectively. Upon request of the user or engineer, the manufacturer shall provide profile wall section detail required for a full engineering evaluation.  Units—The values stated in SI units are to be regarded as standard. Within the text, the U.S. Customary units are shown in parentheses and may not be exact equivalents.  The following precautionary caveat pertains only to the test method portion, Section 9, 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.
URI: http://yse.yabesh.ir/std;query=autho1826AF679D/handle/yse/265886
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    English -- Standard Specifications for Transportation Materials and Methods of Sampling and Testing and Aashto Provisional Standards - 2017 Edition

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contributor authorAASHTO - American Association of State Highway and Transportation Officials
date accessioned2018-10-14T12:47:31Z
date available2018-10-14T12:47:31Z
date copyright2017.01.01
date issued2017
identifier otherNQSECGAAAAAAAAAA.pdf
identifier urihttp://yse.yabesh.ir/std;query=autho1826AF679D/handle/yse/265886
description abstractScope: This specification covers the requirements and methods of tests for steel-reinforced polyethylene (PE) ribbed pipe, couplings, and fittings for use in surface and subsurface drainage applications.  Nominal sizes of 300 to 1500 mm (12 to 60 in.) are included. Materials, workmanship, dimensions, pipe stiffness, impact resistance, tensile strength of seams, shape stability, joining systems, and form of markings are specified.  Steel-reinforced PE ribbed pipe is intended for surface and subsurface drainage applications where soil provides support to its flexible walls. Its major use is to collect or convey drainage water by open gravity flow as culverts, storm drains, etc. Note 1—When PE pipe is to be used in locations where the ends may be exposed, consideration should be given to protection of the exposed portions due to combustibility of the PE and the effects of prolonged exposure to ultraviolet radiation.   This specification only deals with this pipe’s materials requirements. The structural design of steel reinforced thermoplastic culverts and the proper installation procedures are given in the AASHTO LRFD Bridge Design Specifications, Section 12, and AASHTO LRFD Bridge Construction Specifications, Section 26, respectively. Upon request of the user or engineer, the manufacturer shall provide profile wall section detail required for a full engineering evaluation.  Units—The values stated in SI units are to be regarded as standard. Within the text, the U.S. Customary units are shown in parentheses and may not be exact equivalents.  The following precautionary caveat pertains only to the test method portion, Section 9, 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.
languageEnglish
titleEnglish -- Standard Specifications for Transportation Materials and Methods of Sampling and Testing and Aashto Provisional Standards - 2017 Editionen
titleAASHTO HM-2017 PT IIInum
typestandard
page1080
statusActive
treeAASHTO - American Association of State Highway and Transportation Officials:;2017
contenttypefulltext
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