HomeMy WebLinkAboutCompaction Test Headquarters • I1110 Mang
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11345 U.S. Highway 1 PO Box 78-177
Sebastian, FL. 32958 ® ® AND TESTING Sebastian, FL. 32978
Orlando ® M� Phone: 772-589-0712
723 Progress Way SOIL COMPACTION REPORT C.A.#5693
Sanford, FL. 32771 ASTM D 1557 and ASTM D 6938 KS Meng ineering.net
DATE TESTED: April 20, 2020 KSM JOB#: 201823-1pd/CH/jo
CONTRACTOR: Crystal Pools PERMIT#: 2001-0705
JOB LOCATION: 128 Ocean Estates Drive NUC# 417
Fort Pierce, Florida Nuc Model: 3500
P.O# TRM-Pierce Nuc Serial#: 3417
ITEM TESTED Pool Backfill Compaction
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1 Southwest 0'-1' 45 108.9 111.0 98.1%
2 1'-2' 50 - 95.0%+
3 2'-3' 50 - 95.0%+
4 3'-4' 55 - 95.0%+
5 Northeast 0'-1' 45 108.3 111.0 97.6%
6 1'-2' 45 95.0%+
7 2'-3' 50 - 95.0%+
8 3'-4' 50 - 95.0%+
9 Southeast 0'-1' 43 108.5 111.0 97.7%
10 1'-2' 45 - fl95.0%+
11 2'-3' 45 - it 95.0%+
12 3'-4' S0 - 95.0%+
Soil Description:
Brown Sand with Clay W 112.0
E I I I I I I
In Place Moisture: I I I I I I I
G 111.0 •
10.5�Yo H —.�—..—•I•— —..—I..—..�..—.._
Proctor Optimum Moisture: T D I I I I I I
12.0% R I I I I I
Proctor Max. Dry Density:P.C.F. P Y 110.0 -
111.0 C I I I I
@ Test Locations the Density& I I I I I I
Penetrometer reading indicate the F 109.0
Degree of Compaction Meets I I I I I I
Minimum Requirement I I I I I I
for Unplumbed Backfill 108.0 I—••— I.—••—i — —I-•— -4
Respectf4uoliobmittgd: 9 10 11 12 13 14 15
KE
Moisture-%of Dry Weight
e '� •:�' Disclaimer: Contractor is responsible to maintain
Y4o,,.6B366 - m the pool backfill in the condition that KSM
„ �; �• completed the indicated passed compaction test.
C�B;KerA•� .pF s41 w KSM is not responsible if the poolbackfill has been
-e
PF
�bt�e , ;'_ altered from the approved inspected condition.
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Email't LkWPd4►�g Department; Fax to: 770-5961
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