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2010-11-15_REVISION - M1980244 (116)
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2010-11-15_REVISION - M1980244 (116)
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Last modified
6/15/2021 5:52:28 PM
Creation date
7/27/2011 12:42:49 PM
Metadata
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Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
REVISION
Doc Date
11/15/2010
Doc Name
QA Monitoring and Test Results 2010, VOL. III, Appendix E, Specifications.
From
CC&V
To
DRMS
Type & Sequence
AM9
Media Type
D
Archive
No
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U.S. Standard <br />Sieve Size <br />Percent Passing <br />by Dry Weight <br />12 -inch <br />100 <br />No. 200 <br />0 — 6 <br />Point load tensile strength: <br />> 300 psi <br />U.S. Standard <br />Sieve Size <br />Percent Passing <br />by Dry Weight <br />24 — inch <br />100 <br />No. 200 <br />0 — 25 <br />• <br />• <br />• <br />Section 02200 <br />Earthworks <br />cooperating with CQA Monitor during all testing activities. CONTRACTOR shall provide <br />equipment and labor to assist CQA Monitor in sampling, if requested, and shall also provide access to <br />all areas requiring testing activities. Quality Control testing shall be the responsibility of the <br />CONTRACTOR. <br />D. All excavation, backfill, and grading operations shall be carried out under the observation of <br />MANAGER and CERTIFYING ENGINEER <br />E. Any work found unsatisfactory or any work disturbed by subsequent operations before acceptance is <br />granted shall be corrected by CONTRACTOR, at its sole cost. <br />PART 2: PRODUCTS <br />2.01 MATERIALS: <br />A. Fill materials will be soils, gravels, or rock fill approved by MANAGER and CERTIFYING <br />ENGINEER. The materials shall be free of organic matter, debris, frozen material, and other <br />deleterious materials, and shall be excavated, as required, as follows: <br />1. Structural Fill - material as approved by MANAGER and CERTIFYING ENGINEER <br />conforming to the following SPECIFICATION: <br />S: \Projects \1125E CCV CQA \I . Tech Specs \02200.r1.doc <br />Plasticity Index: <br />30 maximum <br />ame <br />2. Select Structural Fill - well graded granular soil or sound, hard, durable, rockfill excavated <br />on -site or supplied from off -site mine waste rock with a maximum particle size of 3 inches as <br />approved by MANAGER and CERTIFYING ENGINEER. <br />3. Underdrain Fill - free draining, material approved by MANAGER and CERTIFYING <br />ENGINEER conforming to the following SPECIFICATION. <br />Plasticity Index: <br />Page 2 of 18 <br />0 <br />4. Leak Detection Fill - material approved by MANAGER and CERTIFYING ENGINEER <br />conforming to the following SPECIFICATION: <br />U.S. Standard <br />Sieve Size <br />Percent Passing <br />by Dry Weight <br />September 3, 2008 <br />Revision 1 <br />
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