HomeMy WebLinkAboutCompaction Test Headquarters T &A IL 9 EN G I N EER IJ Mailing
11345 U.S. Highway 1 PO Box 78-1377
Sebastian, FL. 32958 At IJ AVL AND TESTI Sebastian, FL. 32978
Orlando Phone:772-589-0712
723 Progress Way SOIL COMPACTION REPORT C.A.#5693"
Sanford, FL. 32771 ASTM D 1557 and ASTM D 6939 KSMengineering.net
DATE TESTED: April 15,2020 KSM JOB#: 201773-1d/MH/jo
PERMIT#: 20020316 NUC# 630
CONTRACTOR: Wynne Development Nuc Model: MC-10R-P
JOB LOCATION: 14399 Dalia Avenue Nuc Serial#: 30630
Spanish Lakes Fairways
Fort Pierce, Florida
ITEM TESTED: Compacted Foundation Fill
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE(P.C.F) COMPACTION
1. S.E. 0"- 12" 50 111.7 114:7 97.4%
2. S.W. 50 113.4 98.9%
3. Center 50 112.9 98.4%
4. N.E. 50 113.1 98.6%
5. N.W. 50 112.2 97.8%
Soil Description: 116.0
Brown Sand with traces E I I I I
of Clay
In Place Moisture: G 115.0
5.9% H I I I
T ` I
Proctor Optimum Moisture: 114.0 -
11.0% P
Proctor Max. Dry Density:P.C.F. C I I I I I
114.7 113.0
F I .
@ Test Locations the Density&
Penetrometer readings indicate the 112.0 —•1—"—'I'—"—f'—"-1"- -'t"—"1
Degree of Compaction Meets " D
I
Minimum Requirement Y. i I I I I I
for Staked Foundation
111.0 — ;—
Respectfully Submit 8 9 10 11 12 13 14
- Moisture-%of Dry Weight
.���` G�. • E•t � Disclaimer: Contractor is responsible to maintain
�► v the tested area in the condition that KSM
_ � . �_
completed the indicated passed compaction test.
• ��Of Z` KSM is riot responsible if the tested area has been
5IPpP•' C'1: altered from the approved inspected condition.
BryaiS'�rA l{1e
V.P.of Engineering
PE#81439 4/16/2020
Email to' St Lucie Building Department
Proudly Serving Florida since 1990