2012-12-27_REPORT - M1980244 ‎(13)‎

• Permit No: M1980244
• IBM Index Class Name: REPORT
• Doc Date: 12/27/2012
• Doc Name: QA Mon. & Test Results, ‎(PSES)‎- Append. E, Specs.
• From: CC&V
• To: DRMS
• Email Name: TC1
• Media Type: D
• Archive: No

U.S. Standard
Sieve Size
Percent Passing
by Dry Weight
1 -inch
100
3 /8 -inch
40 — 70
No. 4
5 — 55
No. 200
0 — 10
U.S. Standard
Sieve Size
Percent Passing
by Dry Weight
24 — inch
100
No. 200
0 — 25
PART 2: PRODUCTS
2.01 MATERIALS:
Section 02200
Earthworks
Plasticity Index:
Plasticity Index:
Page 2 of 14
30 maximum
0
ame0
to all areas requiring testing activities. Quality Control testing shall be the responsibility of the
CONTRACTOR.
D. All excavation, backfill, and grading operations shall be carried out under the observation of
MANAGER and CERTIFYING ENGINEER.
E. Any work found unsatisfactory or any work disturbed by subsequent operations before acceptance is
granted shall be corrected by CONTRACTOR, at its sole cost.
A. Fill materials will be soils, gravels, or rock fill approved by MANAGER and CERTIFYING
ENGINEER. The materials shall be free of organic matter, debris, frozen material, and other
deleterious materials, and shall be excavated, as required, as follows:
1. Structural Fill - material as approved by MANAGER and CERTIFYING ENGINEER
conforming to the following SPECIFICATION:
2. Select Structural Fill - well graded granular soil or sound, hard, durable, rockfill excavated
on -site or supplied from off -site mine waste rock with a maximum particle size of 3 inches
as approved by MANAGER and CERTIFYING ENGINEER.
3. Bedding Fill - material approved by MANAGER and CERTIFYING ENGINEER
conforming to the following SPECIFICATION:
June 19, 2012
Revision 1