ASTM Standards Collections - ASTM International

[ir_71]

ASTM D 6433-09 Standard Practice for Roads and Parking Lots Pavement Condition Index Surveys

Author: ASTM Committee E17 | Size: 5.4 MB | Format: PDF | Publisher: ASTM International | Year: 2009 | pages: 49

1.1 This practice covers the determination of roads and parking lots pavement condition through visual surveys using the Pavement Condition Index (PCI) method of quantifying pavement condition.
1.2 The PCI for roads and parking lots was developed by the U.S. Army Corps of Engineers (1, 2).2 It is further verified and adopted by DOD and APWA.
1.3 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical
conversions to SI units that are provided for information only and are not considered standard.
1.4 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. Specific precautionary statements are given in Section 6.

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[datagap]

I don't have 2010/2011 annual book. But have you checked the following thread:

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You can find there section 4 from annual book 2004. Some of the standards are still valid.

[datagap]

MIRROR LINKS:

Section 04.01 Cement; Lime; Gypsum

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Section 04.02 Concrete and Aggregates

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Section 04.03 Road and Paving Materials; Vehicle-Pavement Systems

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Section 04.04 Roofing and Waterproofing

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Section 04.05 Chemical-Resistant Nonmetallic Materials; Vitrified Clay Pipe; Concrete Pipe; Fiber-Reinforced Cement Products; Mortars and Grouts; Masonry; Precast Concrete

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Section 04.06 Thermal Insulation; Environmental Acoustics

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Section 04.07 Building Seals and Sealants; Fire Standards; Dimension Stone

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Section 04.08 Soil and Rock (I): D 420 - D 5611

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Section 04.09 Soil and Rock (II): D 5714 - latest

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Section 04.10 Wood

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Section 04.11 Building Constructions (I): E 72 - E 1670

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Section 04.12 Building Constructions (II): E 1671 - latest; Property Management Systems;
Technology and Underground Utilities

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Section 04.13 Geosynthetics

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[ir_71]

ASTM D1143/D1143M – 07´1

Author: ASTM Committee D18 | Size: 0.35 MB | Format: PDF | Publisher: ASTM | Year: 2007 | pages: 15

1.1 The test methods described in this standard measure the axial deflection of a vertical or inclined deep foundation when loaded in static axial compression. These methods apply to all deep foundations, referred to herein as piles, that function in a manner similar to driven piles or castinplace piles, regardless of their method of installation, and may be used for testing single piles or pile groups. The test results may not represent the long-term performance of a deep foundation.
1.2 This standard provides minimum requirements for testing deep foundations under static axial compressive load. Plans, specifications, and/or provisions prepared by a qualified
engineer may provide additional requirements and procedures as needed to satisfy the objectives of a particular test program. The engineer in responsible charge of the foundation design, referred to herein as the Engineer, shall approve any deviations, deletions, or additions to the requirements of this standard.
1.3 This standard allows the following test procedures:
Procedure A Quick Test
Procedure B Maintained Test (optional)
Procedure C Loading in Excess of Maintained Test (optional)
Procedure D Constant Time Interval Test (optional)
Procedure E Constant Rate of Penetration Test (optional)
Procedure F Constant Movement Increment Test (optional)
Procedure G Cyclic Loading Test (optional)
1.4 Apparatus and procedures herein designated “optional” may produce different test results and may be used only when approved by the Engineer. The word “shall” indicates a
mandatory provision, and the word “should” indicates a recommended or advisory provision. Imperative sentences indicate mandatory provisions.
1.5 A qualified geotechnical engineer should interpret the test results obtained from the procedures of this standard so as to predict the actual performance and adequacy of piles used in the constructed foundation. See Appendix X1 for comments regarding some of the factors influencing the interpretation of test results.
1.6 A qualified engineer shall design and approve all loading apparatus, loaded members, support frames, and test procedures. The text of this standard references notes and
footnotes which provide explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of the standard. This standard also includes illustrations and appendices intended only for explanatory or advisory use.
1.7 The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each system may not be exact equivalents; therefore, each
system shall be used independently of the other. Combining values from the two systems may result in non-conformance with the standard.
1.8 The gravitational system of inch-pound units is used when dealing with inch-pound units. In this system, the pound (lbf) represents a unit of force (weight), while the unit for mass is slugs. The rationalized slug unit is not given, unless dynamic (F=ma) calculations are involved.
1.9 All observed and calculated values shall conform to the guidelines for significant digits and rounding established in Practice D6026.
1.10 The method used to specify how data are collected, calculated, or recorded in this standard is not directly related to the accuracy to which the data can be applied in design or other uses, or both. How one applies the results obtained using this standard is beyond its scope.

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[fordcell]

You can find the older version here

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[ir_71]

ASTM D 5333-03 Standard Test Method for Measurement of Collapse Potential of Soils

Author: ASTM Committee D18 | Size: 0.1 MB | Format: PDF | Publisher: ASTM | Year: 2003 | pages: 4

1.1 This test method covers the determination of the magnitude of one-dimensional collapse that occurs when unsaturated soils are inundated with fluid.
1.2 This test method may be used to determine the magnitude of potential collapse that may occur for a given vertical (axial) stress and an index for rating the potential for collapse.
1.3 This test method specifies the technique for specimen preparation, apparatus, and procedure for quantifying the amount of height change associated with collapse and procedures for reporting test results.
1.4 The procedures given in this test method are applicable to both undisturbed and remolded specimens.
1.5 The values stated in SI units are to be regarded as the standard. The inch-pound units given in parentheses are for information only.
1.6 The values stated in SI units are to be regarded as the standard. The inch-pound units given in parentheses are for information only.
1.6.1
1.7 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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[hich]

here

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[ir_71]

[ASTM C 242 01:

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There is a newer edition of this standard - from 2007, but unfortunately I haven't it.

[fordcell]

As long as c21 has been withdrawn from 1927 i uploaded the replacement standards C62 and C67 and C73 just in case they are of any use to you (Unfortunately they are not the latest versions)

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[kowheng]

ASTM A 992/A 992 M - 04 Standard Specification for Structural Steel Shapes

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