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Sebastian, FL. 32958 &J LVL AND TESTING 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 6938 KSMengineering.net
DATE TESTED: January 27, 2021 KSM JOB#: 210332-3d/CF/ah
PERMIT#: 2008-0314 NUC# 234
CONTRACTOR: Cherrie Murtagh Nuc Model: MC-DR
JOB LOCATION: 11690 Palomindo Drive Nuc Serial#: MD60308234
Port St. Lucie, 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. Main House-South 0" - 12" 45 107.1 110.2 97.2%
2. Main House-West " 50+ 108.5 " 98.5%
3. Main House-Center 107.8 97.8%
4. Main House- North 108.2 98.2%
5. Main House- East 45 107.5 97.5%
Soil Description:
111.0
Brown Sand with W
Some Clay E I I I
In Place Moisture: I I I
l_
° G .. _I.._ _..1.._.._...
8.2/ H 110.0
Proctor Optimum Moisture: T I
12.0% I
P I I I
Proctor Max. Dry Density: P.C.F. 109.0 J— — • —
110.2 I I I
@ Test Locations the Density& F I I I I
Penetrometer readings indicate the 108.0 1—••—--
Degree of Compaction Meets D I I I
Minimum Requirement R I I I
for Staked Foundation Y I I I
Respectfully Submitted: 107.0
10 11 12 13 14
Digitally
Moisture -% of Dry Weight
signed by
Th.,Item has been elec[r°nicallyslgnetl and Bryan E Disclaimer: Contractor is responsible to maintain
Baled by Bryan E.Dahlke,PE FL Llc 81439
n`M1= gdatertateddlrec"y'°`h<rlgh`vsing Dahlke the tested area in the condition that KSM
ng,-c°Plea°rmla ao<amenn are n°e
°nagnadere must d=,gneda"d rlRe=e d al° yd`he r° Date: completed the indicated passed compaction test.
slfure be ven an electnlc
2021.01.28 KSM is not responsible if the tested area has been
16:40:39 altered from the approved inspected condition.
Bryan E. Dahlke, P.E. -05'00'
V.P. of Engineering
PE#81439 1/28/2021
Email to: St. Lucie Building Department; slyonstudio@gmail.com
Proudly Serving Florida since 1990