HomeMy WebLinkAboutCOMPACTION TESTHeadquarters IV C41k t ENGINEERING APO Box 7Mailin7•
11345 U.S. Highway 1
•Sebastian, FL. 32958 •jam 17 j�/�I AND TESTING Sebastian, FL. 329780
Orlando Phone:772-589-0712•
0723 Progress Way SOIL COMPACTION REPORT -C.A.# 5693
•Sanford, FL632771 ASTM D 1557 and ASTM D 6938 KSMengineering.net•
DATE TESTED: June 9, 2020 KSM JOB #: 202532-1•d/SH/jo
PERMIT #: 2004-0244 • 28 • •
• • • •
CONTRACTOR: Adams Homes Nuc Model: MC-IDR-P
*JOB LOCATION: 5361 San B-detto Place N• Serial #: MD049528
Lot 16, Block 5, Waterstone
_ 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. 00" - 12" 41 108.6 112.8 96.3%
•2. S.W. " 40 109.4 97.0%
3. Center If42 110.1 97.6%
04. N.W 41 109.3 96.9%
05. N.E. It40 108.9 96.5%
•Soli escri'—'pion: 114.0
•B f) ,Sand with W
E I I I I I I
*Shell I I_ _ I _ _I _ I •_ I _
•In Place Moisture: G 113.0 4—
11.0%— H I I• I I I
T
Proctor Optimum Moisture: 112.0 _ I_.•_ I, „—I..—..—..1,.—.,,
• 11.0% P I • I I
•Proctor Max. Dry Density: P.C.F. C I I I I• I •
112.8_ • 111.0—..—.�—.—.I.—..—i.—..-4..— .4-..----
• • • • F
@ Test Locations the Density & I I I I
•Penetrometer readings indicate the 110.0 —1t'
i — —
•Degree ofCompaction Meets D •—�I'—��—r.—�'��—��—"
•Minimum Requirement R I I I I I
Y I I I I I
•for Unstaked Foundation 109.0 �— •
f�l -- • • —
lly Submitted: 10• —1►1 — 12- T131,4�Res ectfultlf/- • • • 0
�•.� E•FCE �•, Moisture - /o of Dry We
•� � )�%�:•0 61
ENSF..�,p Disclaimer: Contractor is responsible to maintain
• • • • : the tested area in the condition that KSM
No. 68366 completed the indicated passed compaction test.
• . �— ; • : • KSM is not responsible if the tested area has been
•••STATE OF •:,: • • _ altered from the approved inspected condition.
President
66 96/10/2020
Email to: St Lucie Building Department; rick.johnson@adamshomes.com
41 Proudly Serving Florida since 1990