HomeMy WebLinkAboutParcel 1-2 CompactionTestsResults SOIL TECH, 1 N C■ Geotechnical Geology Soil Inspection sting)
Consultants � Engineering � &Testing � Testing
June 8, 1990
Mountain View Associates
Attn: Jon Head
28545 Felix Valdez, Suite B3
Temecula, CA 92390
( 714) 699-4567
Regarding: Compaction Test Results
Precise Grading
Lots 1 and 2 of Parcel Map 25037
Project Number: T3532-C
Dear Mr. Head:
In accordance with your request, we are submitting results of
additional testing at the referenced site. The previous report
prepared by this firm, Project Number: 2980-C-88, dated April 12,
1989, was written for the rough grading of the pads .
The attached Compaction Test Report Site Plan represents the
location of the additional field density tests conducted on the
additional fill material to completed precise grading.
Compaction tests are located relative to each parcel . This
report is an addendum to the rough grading report mentioned
above.
Laboratory and field testing results indicate relative densities
greater than or equal to 90 percent within fill material of the
subject pads .
corporate Office: Lancaster Office:
41607 Enterprise Circle North Post Office Box 1497
Post Office Box 1568 456 East Avenue K-4, Suite#8
Temecula, California 92390 Lancaster, California 93534
(714)676-2745 1 FAX: (714)699-1757 (805)942-0991 /FAX: (805) 723-3685
Mountain View Associates
Tract 19626-2
June 8 , 1990
Page 2
Please direct any questions to this office.
Respectfully submitted,
SOIL TECH, INC.
Prepared y Reviewed By:
Ken Van Kalsbeek John T. Reinhart, RCE 23464
Grading Division Manager Executive Vice President
Expiration: 12-31-93
KVK:JTR/sas
Dist . (4 ) Addressee
Soil Tech, Inc.
Mountain View Associates
Tract 19626-2
June 8 , 1990
Page 3
EXHIBIT I
SUMMARY OF
MOISTURE DENSITY RELATIONSHIPS
ASTM-D-1557-70
Test No Sample Description Max Density Ont Moist
2 . Brown silty sand. (SM) 131 . 3 8 . 2
4 . Brown silty sand. (SM) 128 . 5 9 . 8
5 . Tan sandy silt. (ML) 108 . 6 16 . 1
Soil Tech, Inc
Mountain View Associates
Tract 19626-2
June 8 , 1990
Page 4
EXHIBIT II
SUMMARY OF
FIELD DENSITY RELATIONSHIPS
ASTM-D-1556-70
Depth Moist Dry Rel . Req.
or Cont . Den. % Max. Soil %
No Test Location Elev. % PCF Comp. Den. Type Comp
1. Par. 6 1084 9 . 6 121. 1 92 . 3 131 . 3 2 90
2 . Par. 2 1084 5 . 1 123 . 2 93 . 8 131 . 3 2 90
3 . Par. 1 1083 5 . 0 126 . 2 96 . 1 131 . 3 2 90
4 . Par. 7 1083 14 . 5 103 . 3 95 . 2 108 . 6 5 90
5 . Par. 2 1085 8 . 6 123 . 4 94 . 0 131 . 3 2 90
6 . Par. 6 1085 10 .4 119 . 3 90 . 9 131 . 3 2 90
7 . Par. 1 1084 8 . 7 119 . 7 91 . 2 131 . 3 2 90
8 . Par. 1 1085 10 . 6 116 . 3 90 . 5 128 . 5 4 90
9 . Par. 7 1084 11. 6 116 . 5 90 . 7 128 . 5 4 90
10 . Par. 5 1089 12 . 3 118 . 1 91 . 9 128 . 5 4 90
11 . Par. 3 1088 8 . 4 123 . 1 93 . 8 131 . 3 2 90
12 . Par. 4 1089 6 . 0 127 . 5 97 . 1 131 . 3 2 90
13 . Par. 4 1089/FG 8 . 6 126 . 0 96 . 0 131 . 3 2 90
14 . Par. 3 1089/FG 8 . 9 122 . 1 93 . 0 131 . 3 2 90
15 . Par. 5 1089/FG 9 . 5 123 . 2 93 . 8 131 . 3 2 90
16 . Par. 2 1085/FG 8 . 4 124 . 7 95 . 0 131 . 3 2 90
17 . Par. 1 1085/FG 6 . 8 123 . 5 94 . 0 131 . 3 2 90
Soil Tech, Inc.
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TEST RESULTS MATERIAL - -
Optimum moisture 8. 2 X SILTY SANDs -.
REPORTMaximum dry density = 131.3 pc-P
SAMPLE #2
Project: Mountain View-Associates
Location: TRACT 19626-2> a-ls-s?
COLLECTED BY RP
Date: 8-21-89 PROCTOR TEST
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PROCTOR TEST REPORT
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TEST RESULTS MATERIAL DESCRIPTION
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! Optimum moisture = 16. 1 % SANDY SILT, TAN
Maximum dry density = 14+8. 6 prf
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'i Project No. : . T3532-C® i Remarks:
I Pr•,nject : _ Mountain View Associates SAMPLE #5
j Location: PARCEL MAP 14620 1„-
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I, COLLECTED BY AG
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Date- -14-84 l
I! PROCTOR TEST REPORT
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i SO I L TECH LABORATORIES Fig . No.