HomeMy WebLinkAboutCompaction Test Headq
11345 U.S. H wrea '1 "� ENGINEERINt Mailing
' 11345 .S. Highway 1 PO Box 78-1377
Sebastian, FL. 32958 AVIL
ANOTESTI
N
Sebastian, FL. 32978
Orlando Phone:772-589-0712
723 Progress Way, SOIL COMPACTION REPORT C.A.#5693
Sanford, FL. 32771 KSMengineering.net
ASTM.D 15S7 and ASTM 0,6938
DATE TESTED: April 13,2020 KSM JOB#: 201722-1d/D1/cv
PERMIT M 2002-0650-Detached Garage NUC# 404
2002-0649-House Addition .
CONTRACTOR: Carter's Concrete Construction Nuc- Model: MC-1 Elite
JOB LOCATION: 2711 S.19th Street Nuc Serial M '31404
Fort Pierce,Florida
ITEM TESTED: First Lift
TEST LOCATION DEPTH PEN DRY MAX.DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE(P.C.F.) COMPACTION
House Addition
1. N.E. 0"-12° 35 108.5 111:7 97.1%
2. S.E. 37 167.2 „ 96.0%.
-3. Center 37 108.5 97.1%
4. S.W. „ 40 108.9 „ 97.5%
5., N.W. 38 107.8 96.5%
Soil Description;
Brown Sand with
Traces of Shell.Fragments
In Place Moisture:
7.3%
Proctor Optimum Moisture:
11.4%
Proctor Max_.Dry Density:P.C.F.
111.7
@ Test Locations the Density&
Penetrometer reading indicate the
Degree of Compaction Meets .
Minimum Requirement
"for Unstaked Foundation
Disclaimer: Contractor is responsible to maintain
the tested area in the condition that KSM
completed the indicated passed compactiontest.
KSM is not responsible if the tested area has;been
Julie E.Keller,P.E. altered from the approved inspected condition. ,
President
PE#68366 5/6/2020
Proudly Serving Florida since 1990
Headquarters Mailing
� 11345 U.S. Highway 1 PO Box 78-1377
Sebastian, FL..32958 AVZ AND-TESTIN Sebastian, FL. 32978
Orlando Phone:772-589-0712
723 Progress Way SOIL COMPACTION REPORT C.A.#5693
Sanford, FL. 32771 KSMengineefing.net
'ASTM D 1557 and ASTM D 6938 -
DATE TESTED: April 13,2020 KSM JOB#: 201722-id/DJ/cv
PERMIT M 2002-0650-Detached Garage NUC# 404 .
2002-0649-House Addition
CONTRACTOR: ,- Carter's Concrete Construction Nuc Model: MC-1.Elite
JOB LOCATION: 2711 S.19th Street Nuc Serial M 31404.
Fort Pierce,Florida
ITEM TESTED: First Lift
TEST LOCATION - DEPTH PEN DRY MAX.DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE(P.C.F.) COMPACTION
Detached Garaae
6. N.E.. 0"-12"' 37 108.9 111.7 " 97.5%
7. S.E. 40+ 109.2 97.8%
8. Center " " 40+ 106.9 -95.7%"
9.1 S.W. 38 107.6 96.3%
10: N.W. r 36 109.5 98.0%"
Soil Description; .
Brown.Sand with
Traces of Shell Fragments
In Place Moisture:
113%
Proctor Optimum Moisture: '
11.4%
Proctor Max.Dry Density:P.C.F.
111.7
@ Test Locations the Density&
Penetrometer reading indicate the
Degree of Compaction Meets
Minimum Requirement
,for Unstaked Foundation
Disclaimer:Contractor is responsible"to maintain
the tested area 1.:in the condition that KSM
completed the indicated passed compaction test.
KSM is not responsible,if the tested area has been
Julie E.Keller, P.E. altered from the approved inspected condition.
President _
PE#68366 5/6/2020
Proudly Serving Florida'since 1990
Headquarters T C! sk
� ���� �����, Mailing
11345 U.S. Highway 1PO Box 78-1377
Sebastian, R. 32958xt AVZ AND
� Sebastian, FL. 32978
Orlando Phone: 772-589-0712
723 Progress Way SOIL COMPACTION REPORT C.A.#5693
Sanford, FL.-,.32771 ASTM D 1SS7 KSMengineering.net
DATE TESTED:." April 13, 2020., KSM JOB#: 201722-1d/DJ/cv
PERMIT M , 2002-0650-Detached Garage
2002-0649-House Addition
CONTRACTOR: Carter's Concrete Construction
JOB LOCATION: 2711 S.19th Street
Fort Pierce, Florida
113.0
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111.0 _..L.._..J .._.._.
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108.0 1
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1
107.0
7 8 9 10 11 12 13 14 15
Moisture-%of Dry Weight
Soil Description:
Brown Sand with
Traces of Shell Fragments
Proctor Optimum.Moisture:
Proctor Max.Dry Density:P.C.F.
111.7
Aulie E. Keller, P.E
President
PE#.68366 5/6/2020
Proudly Serving Florida since 1990