D6270-98(2004) Standard Practice for Use of Scrap = Tires in Civil Engineering Applications

From: Subject: D6270-98(2004) Standard Practice for Use of Scrap Tires in Civil Engineering Applications Date: Thu, 26 Jul 2007 10:32:46 -0700 MIME-Version: 1.0 Content-Type: multipart/related; type="text/html"; boundary="----=_NextPart_000_0000_01C7CF70.4EC468D0" X-MimeOLE: Produced By Microsoft MimeOLE V6.00.2900.3138 This is a multi-part message in MIME format. ------=_NextPart_000_0000_01C7CF70.4EC468D0 Content-Type: text/html; charset="Windows-1252" Content-Transfer-Encoding: quoted-printable Content-Location: http://www.astm.org/cgi-bin/SoftCart.exe/DATABASE.CART/REDLINE_PAGES/D6270.htm?E+mystore D6270-98(2004) Standard Practice for Use of Scrap = Tires in Civil Engineering Applications

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Document = Summary

ACTIVE STANDARD: ASTM D6270-98(2004) = Standard=20 Practice for Use of Scrap Tires in Civil Engineering=20 Applications

=20 Developed by Subcommittee: D34.03.03
See=20 Related=20 Work by this Subcommittee
Adoptions: =
Book=20 of Standards Volume: 11.04

1. Scope

1.1 This practice provides guidance for testing the physical = properties=20 and gives data for assessment of the leachate generation potential = of=20 processed or whole scrap tires in lieu of conventional civil = engineering=20 materials, such as stone, gravel, soil, sand, or other fill = materials. In=20 addition, typical construction practices are outlined.

2. = Referenced=20 Documents

C127=20 Test Method for Specific Gravity and Absorption of Coarse = Aggregate
D1557=20 Test Method for Laboratory Compaction Characteristics of Soil = Using=20 Modified Effort (56,000 ft-lbf/ft (2,700 kN-m/m))
D2434=20 Test Method for Permeability of Granular Soils (Constant=20 Head)
D3080=20 Test Method for Direct Shear Test of Soils Under Consolidated = Drained=20 Conditions
D422=20 Test Method for Particle-Size Analysis of Soils
D4253=20 Test Methods for Maximum Index Density and Unit Weight of Soils = Using a=20 Vibratory Table
D698=20 Test Method for Laboratory Compaction Characteristics of Soil = Using=20 Standard Effort (12,400 ft-lbf/ft (600 kN-m/m))
Method 1311 = Toxicity Characteristics Leaching Procedure
T274 Standard = Method of=20 Test for Resilient Modulus of Subgrade Soils

Index Terms

construction practices; landfills; = leachate;=20 lightweight fill; retaining walls; roads; scrap tires; 83.160.01 =

Citing = ASTM=20 Standards=20

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