2004-10-18_REVISION - M1980244 ‎(24)‎

• Permit No: M1980244
• IBM Index Class Name: Revision
• Doc Date: 10/18/2004
• Doc Name: Ph.IVc VOL.II Tech Specs
• From: Golder Associates Inc.
• To: DMG
• Type & Sequence: AM8
• Media Type: D
• Archive: No

TABLE 1
SOIL CONSTRUCTION TESTING FREQUENCY'
• VOLUME PER TEST
•
I •
..Test and .m
~; Structural .Select ~ :Vnderdrain .'`-
`.:ASTM ~~`; ` ~ - Subgrade '[Fttl ~_- Struct6ralFdt '~ °G'Fill -'
:~ r -;
~;~ "Designation :, .~~ ~ ` CcY)-'- ~~~~ ~:-~.(cY}, ~'< ".(cy) ~ :,' Ccy} :~ ..~-•.

Compaction 50,000 50,000 50,000 --
(ASTM D698)
Particle SizeZ 50,000 50,000 50,000 5,000
(ASTM C117, C136,
D 1140)
Atterberg Limit - 50,000 -- 5,000
(ASTM D4318)
Moisture Content 2,000 2,000 2,000 5,000
(ASTM D2216)
Nucleaz Density 2,000 2,000 2,000 --
(ASTM D2922)
1. Tests shall be performed at the specified frequency or one per material type, whichever is greater.
2. Use the USCS for description and identification (ASTM D2488).
3. Tn-place moisture content.
Section 01400.1 Page 9 of 10 Mazch 22, 2000
Earthworks CQA Plan Golder Associates Revision 5
I:\0410BS\04}.21]0\IVC CERTIFICATION REPORTPHASE NC OSA CER]LVPFNDICIESV3PENDIX E TECFINICAL SPECffICAT10N5\014001RS.DOC