HomeMy WebLinkAboutCompaction Test (2) Headquarters �i RFCE���D
'�' VAC ENGINEERING M g
11345 U.S. Highway 1 i1�jri AND TESTING �R Mailing/ � PO Box 78-1377
Sebastian, FL.32958 St 4u",,' Sebastian, FL.32978
Orlando %� , F phone:772-589-0712
723 Progress Way C.A.#5693
SOIL COMPACTION REPORT
Sanford, FL. 32771 11
ASTM D 1557 and ASTM D 6938 KSMengineering.net
DATE TESTED: March 7,2022
ii KSM JOB#: 2202393-1d/RH/dc
PERMIT#: ,i
NUC# HUMBOLDT
Nuc Model: H50016
CONTRACTOR: St.Lucie Site Development Serial#: 1275
JOB LOCATION: 5605 Myrtle Drive
P.(�rot
Fort Pierce, Florida a� /^ C! CDS
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ITEM TESTED: House Pad
TEST LOCATION DEPTH PEN DRY MAX.DRY i PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE(P.C.F) COMPACTION
1 N.W. 0"-12" 11 D 113.1 114.8 1 98.5%
2 N.E. 11 D 112.9 98.3%
3 Center 11 D 114.1 99.4%
4 S.E. 11 D 112.6 98.1%
5 S.W. 11 D 113.7 99.0%
Soil Description:
Gray Sand With Clay and Traces Of Shell Fragments 116.0
W
E 115.0
In Place Moisture:
8.8% G 114.0 L..-h J..
; .
Proctor Optimum Moisture: T
10%
113.0 L.. .�.—..� �..—+—.. .
—
Proctor Max.Dry Density:P.C.F. P
114.8 C 112.0 -F--..�.. it T F Ill.. ..—.L—..T... I..—.
F
@ Test Locations the Density&, 111.0
Penetrometer readings indicate the D r
Degree of Compaction.Meets R 110.0 I .I.—••L.. l.._.L_..L..J..
Minimum Requirement Y I ! I I I I I I
For an Unstaked Foundation 109.0 —F T•I•— I—••I —•F—-•
Respectfully Submitted- 5 6 7 8 9 10 11 12 13
A,• G A M� �. Moisture-o0 of Dry Weight
�. qq_
Digitally
signed by ' No 69e41 Disclaimer:Contractor is'responsible to maintain the tested area in
Eric A McA44 * *3 the condition that KSM compleli ted the indicated passed
Date: .o = compaction test. KSM is not responsible if the tested area has
STATE OF kid' been altered from the approved cted condition.
2022.03 o. _R
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Eric A. McAra, P.E.Office Manager
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PE#69841
3/8/2022
Email to: slsdevinc@aol.com
Test report shall not be reproduced,except in full,without the written approval of'KSM Engineering i&Testing
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