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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN(772)337-7755 P.O. BOX 78-1377, SEBASTIAN FL 32978-1377 SEBASTIAN (772)589-0712
PALM BEACH (561)845-7445 www.ksmengineering.net MELBOURNE(321)768-8488
FAX(561)845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE(772)229-9093
C.A.:5693 SOIL COMPACTION REPORT FAX(772)589-6469
ASTM D 1557 and ASTM D 2922
Revised: June 8, 2017
DATE TESTED June 2, 2017 KSM JOB# : 171698-1 d/MH/ct
PERMIT# 1703-0041
CONTRACTOR B & D Grading and Land Clearing
JOB LOCATION 104 Springhill Drive
Jensen Beach, Florida
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N.W.. :. 0" - 12" 40 108.9 110.4 98.6
2. N.E. 40 108.6 if98.4
3. Center 40 108.7 98.5
4._ S.W. 35 107.8 97.6
5. S.E. 4n inR a aF R
Soil Description: W 111.0
Light Brown Sand E I I I I I
I I I I I
In Place Moisture: G
11.4 Percent H 110.0
T j
j I I I
Optimum Moisture: P I I I I I
11.0 Percent I
C 109.0
Max. Dry Density:
110.4 P.C.F. F j I I I I I
• I I I I I
108.0 _.._.._.i_.._.j_.._.�_.._..—..—.
@ Test Locations The p I
Density & Penetrometer R
Readings!,qq#iaate,1W Y
Deg reo,C ,�a(ic�r%9ets l I I I I
• .a... �,` •, 107.0 —.._..;_.._.;_.._.;—.._.�_.._.;._..—,
Mirnl iu '0� lmpg• .,� .,' 8 9 10 11 12 13 14
Un�a�ed'�'oundation
* earn e p $94n tV Natural Grade. Moisture-%of Dry Weight
Rgspedtf Ily Submi ed:
ffo
CQ; to NATE O •'
1ej, . • .•.�•�,,,,,�,— RECEIVED SUN 3
Pres d �Oi�i�:L�::i 1017
mail to: bdgrang@att.net
Mail 3 Copies
Ronald G. Keller, P.E.: 37293/SI Lic. No.:860 / Julie E. Keller, P.E.: 68366
06/08/2017 17:07 7725896469 KSM ENGINEERING PAGE 01/01
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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN(772)337-7755 PO. BOX 78-1377, SEBASTIAN, rL 32978-•1377 SEBASTIAN (772)589-0712
PALM BEACH (561)845-7445 www.ksmengineeHng.net MELBOURNE(321)768-8488
FAX(561)845-8876 E-Mail: KSMq?KSMENGINEERING.NET S7 LUCIE(772)229-9093
Q-A.,5693 SOIL COMPACTION REPORT FAX(772)589-6469
ASTM D 1557 and ASTIYI D 2922
Revised: June 8, 2017
DATE TESTED ' June 2, 2017 KSM JOB# : 171698-1d/MH/ct
PERMIT# 1703-0041
CONTRACTOR : 8& D Grading and Land Clearing
JOB LOCATION 104 Springhill Drive
Jensen Beach, Florida
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N.W. 0"- 12" 40 108.9 110.4 98.5
2. N.E, Ir40 108.6 " 98.4
3. Center 40 108.7 98.5
4. SW ►' 35 107.8 97.6
5. S.E. 4n inR A F qF
Soil Description: 111.0 - I t I I I
Light Brown Sand E
I f Ali iIIn Place Moisture: 1 j jH 110.011.4 Percent —• - ••—�T1 I— II IOptimum Moisture: j 1P
11.0 PercentI—..,..1 _.I._C109.0 -..— _.Max- Dry Density: I I I110.4 P.C.F. F I I I I1os.oI_ _ r_ _ —
@ Test Locations The p 1
Density& Penetrometer R
Readingspowia►il Y
Degre �y,''�1-P ets
107•y h I I 1 1 I I
Mini V .0
` $ 9 10 11 12 13 14
UIt undation ••;
� n i7? Natural Grade. Moisture-%of Dry Weight
+speGtf fly Subml ed:
�gATE Q
• : RECEIVED jUN 08 2017
Pre ��
mail to- bdgrg@att.net
Mail 3 Copies
Ronald G. Kc-IIeh:, P.F.:37253/SI Lie. No.:$GO / •Jufie F. Keller. W.E.:68366