HomeMy WebLinkAboutCompaction Test Headquarters. 1 ,Madtng'
1�1345 U S..Hfghway 1 PIVANINGINEERIN. PO Box'78 1377
Sebastian, FL:r32958 Sebastian, FL. 32878;
YII AND TASTING'
Orlando Phone 772 5$9 0712
723Progress'uvay: S01L COMPACTION•REP.ORT C A#5693:
Sanford, FL..•32771 ASTM"D'1557 and ASTM D.6010 KSMeng neeri" ."het'
DATE'TESTO:. March 11,2020 KSM JOB#: 261200=10%MH/jo,
' 3cS1-111-�a
PERMIT#: 20010629` I ��_5 NUC-# 630
III CONTRACTOR: Wynne Builders; 5 Nuc`,Model: it-1011-0
JOB,LOCATION_;- 1$$Calle De Lagos Nuc Serial#: 30630
'Country Club.Village
,Fort Pierce,Florida
ITEM TESTED: Compacted Foundatlon Fill
TEST LOCATION PEN a3RY `MAX.DRY, PERCENT
DEPTH
OF SAMPLE READ DENSITY PROCTOR VALUE(PC.F) COMPACTION
1: S1E. 011-12" 50 105.5 110.4
2., S.W. " " 106.9 '96.8916
.1.'.Center " " 10.7.3 " 97.2%
4. N.E. " "° 167'.0 " 96.9%
5.-N.W.' if106:0 " 96.0%
Soil.Description: W i'lio .,I- I h
Brown Sand E ' I' I .I I (, I
In.PlaceMoisture: G
H.
T i
1 I
-Proctor Optimum Moisture: /— "
J._ J. 1.. J.
110:0'�— —
12A% F 1 I I I
` I`Proctor Max. Dry Density:P.C.F. C110:4090E._..�.. :a . --
F
@.Test Locations the Density&
Penetrometeryeadings indicate the 108.0
Degree of Compaction Meets
Minimum Required R
for'Staked Foundation T07:0
Respectfully Submitted: 9 10" 11* 12 13 14 15
Moisture-W of Dry Weight
,ti �.�' .••°••(+&. �� °• Disclaimer: Contractor is responsible to maintain
• '.''p •+ the tested area in the condition that KSM
No. 683 completed the indicated passed compaction test.
KSM is:not responsible if the tested area has"been
.. ..a: ;. altered from the approved inspected_condition:,
• 'rf e
(�1.,�,
PE#68366- '3/12/2020
Email to:. St Lucie Building Department
Proudly Serving Florida since 1990