美国桩基规范摘录
19页1、 Jack Lettiere, Jr., President Commissioner New Jersey Department of Transportation American Association of State Highway and John Horsley Transportation Officials Executive Director Executive Office: 444 N. Capitol St., N.W., Suite 249, Washington, D.C. 20001 Telephone (202) 624-5800 Telefax (202) 624-5806 Telex 49000095800 HTO ERRATA Dear Customer: Due to errors found after the publication had been completed, AASHTO has reprinted the pages listed below and made the following errata changes to
2、the AASHTO LRFD Bridge Construction Specifications, 2nd Edition: Please substitute the original pages of text with the enclosed pages. We apologize for any inconvenience this may have caused. AASHTO Publications Staff January 2005 Replacement Pages Affected Article Errata Change p. 4-15/4-16 4.4.6 Remove extraneous bullet points from commentary column. (This is an editorial correction to clarify that there is no commentary for this article.) p. 6-11/p. 6-12 6.5.5.3 Display last row of Table 6.5.
3、5.3-1. p. 26-11/p. 26-12 26.5.4.1 Display entire Figure 26.5.4.1-1. p. 27-5/p. 27-6 27.5.2.2 Display entire Figure 27.5.2.2-2. p. 27-11/p. 27-12 27.5.3 Display entire Figure 27.5.3-1. p. 31-7/p. 31-8 31.4.1 Display entire right column of Table 31.4.1-1. p. 31-11/p. 31-12 31.4.11.2 Correct symbols in Eq. 31.4.11.2-1. 31.4.11.3 Correct symbols in Eq. 31.4.11.3-1. 31.4.11.4 Correct symbols in Eq. 31.4.11.4-1. p. 31-15/p. 31-16 31.5.5 Remove extraneous article number from commentary column. (This is
4、 an editorial correction to clarify that there is no commentary for this article.) p. A-21/p. A-22 Appendix Correct symbols in SI version of Eq. 31.4.11.2-1. SECTION 4: DRIVEN FOUNDATION PILES 4-15 where: Sf = settlement at failure, in. D = pile diameter or width, in. S = elastic deformation of total unsupported pile length, in. The top elevation of the test pile shall be determined immediately after driving and again just before load testing to check for heave. Any pile that heaves more than 0.
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