HomeMy WebLinkAboutKSM SOIL COMPACTION REPORT 11-14-18w, 161 F�_
TOP C!'19
�1171Yi �F
KELLER, SC:HLELCHER & MacWILLIAM ENGINEERING AND TESTING,-eJNO, .F��oj
MARTIN (772) 337=7,755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) _71
�
PALM BEACH (561).845-7445 www.ksmengineering.net MELBOURNE (321) 76-;$�88
FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229
C.A.: 5693 FAX (772) 589-6M>,.
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
REVISED May 30, 2018
DATE TESTED_; May 24, 2018 KSM JOB # : 181459-1d/SS/cv
PERMIT # 1802-0630
CONTRACTOR Associated Homes SCANNED
JOB LOCATION 4606 Buchanan Drive
Fort Pierce, Florida St Lucie County
ITEM TESTED Comaacted Foundation Fill
TEST LOCATION * PEN DRY MAX. DRY PERCENT
OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE COMPACTION
1. N.W. 0" - 12" 40 108.6 110.8 98.0.1'
2. N.E. 40 109.0 98.4
3. Center 35 106.1 95.8
4. S.E. '" 31 105.7 95A
5. S.W. 32 105.9 95.6
Soil Description:
Brown and Tan. 112.0 I . I, I I
Sand with Clay_ W I I I I I I
In Place Moisture E
12.2 Percent I 111.0
G
Optimum Moisture: H I I I I I I
12.0 Percent liao
Max. Dry Density: P I i I I f I
110.8 P.C.F. C 109.0
@ Test Locations The F I 1 1 1 1 1
Density & Penetrometer j_ I_ _ I
Readings Indicate the 108.0
Degree of Compaction Meets D I I I I I I
Minimum Required R
for Ungt.§W Foundation
�r,i 9 10 11 12, 13 14 15
1�d Lted ,taken to Natural Grade.
+�+g ►tted:
Moisture - % of Dry Weight
n °June E: K Iler;=
-re_� J 4
Q Ito: ro( ofiated homes. net
` zsucie County Building Department
�tONonald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
i�i
{ A% IIIJivi
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.ksmengineedng.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
REVISED May 30, 2018
DATE TESTED May 24, 2018 KSM JOB # : 181459-1d/SS/cv
PERMIT # 1802-0630
CONTRACTOR Associated Homes N0k R8ce4i10
JOB LOCATION 4606 Buchanan Drive peso t �-1100
Fort Pierce, Florida 11% ?aa`tme
041 nt
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" 40 108.6 110.8 98.0
2. N.E. If40 109.0 if98.4
3. Center 35 106.1 If95.8
4. S. E. 31 105.7 If95.4
5. S.W. 32 105.9 95.6
Soil Description:
Brown and. Tan,. 112.0
Sand with Clay W
In Place Moisture E
12.2 Percent 1 111.0
G
Optimum Moisture:. H I I I I I I
12.0 Percent
T 110.0 i —
I I I I
Max. Dry Density: P I 1 I I I
110.8 P.C.F...... C 109.0
@ Test Locations The F I I I I I I
Density & Penetrometer 108.0
Readings Indicate the j I
Degree of Compaction Meets D
R
Mini hl Req>��red 107.0�_..—.�_.._i._..—�.._.. �.._...
;fay Mpkal(Ve . `Ist�lation Y
0 9 10 11 12 13 14 15
�I • , ftpn to Natural Grade.
spectf Ily.. itt&4'
N 'j(. a Moisture - IN, of Dry Weight
for r0 � ciatedhomes.net
'kx°Sf. Lucie County Building Department
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / . Julie E. Keller, P.E.: 68366