HomeMy WebLinkAboutSOIL REPORTHeadquarters ti. C " �{ O Malln 7
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POwBox 78 137 7 Y
Se6astlan FL:32958 AND°TESTING sebashan FL 32$78'- tt
Orlando Phone T12-58! -6'
723rProgress Way :: C A # 5893 i
Sanford, FL r32771, SOIL COMPACTION REPORT x
ASTM'D iSSZ antl`ASTM D 2922 KSMengmeenng nett fit, E
Re. ' 'd-' r `- '
r March 5, 2020 :1
DATETESTED ;, January 23;, 2020' KSM JOB # 200368 itl/SH/fo ( ;
PERMIT N L a 1911 0052: j 1
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CONTRACTOR '`' . Adams Homes
CA
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JOB LOCATION. ` $810 Tangelo Dave: �NEa
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,Fort Pierce„Florida gyp'UCIerr
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TfEfiATESTED ; °> .Compaeted.FaundationFlll'=1st-Lift
TEST LOCATION DEPTH' PEN 'DRY MAX. DRY PERCENT
;.OF SAMPLE READ DENSITY PROCTOR VALUE (P C:F) COMPACTION
1 N:ViI 0" IV, 40'`113 3 � ; 96 TSo
2 N.E. i
41 a liq.9 97 9%
3 Center 41` 110:3 97.4%,{
4 S.-Et 39 108:6 95.9% i
5. S.W. 39 107;9
t15.0 I —1 — V.
E
Soil,Descnptiond' f
Brown Shelled Sand -
c j L 1
T
• In Place Moisture � � � # i
Optimum Moisture: /7�
11.0% 112.0 —a _ ! — •—I =1 't j r
- l t
Max. Dry Density P C.F. F 1= 1 I I
@ Test:Locat{ons'The " D t
Density & Penetrometer Y I= l I 1 t
I.
Readingslndicate;the I f !
Degree,of Compaction Meets .8 9 1.0 11 12
Minimum Required
for bnstakel Foundation Moisture % of Dry•Weight `
•� ; Disclaimer: Contractor is responsible to`' ntair
.• �F •: the 'tested area in the .condition that KSM
completed the indicated passed compaction test
KS not responsible if:fhe tested area has been
E, _ altered from the approved inspected condition j
FljO ..
Grp/+,'���• 3/5/3030
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En?ra'Atn. cgln6ra3on@adamsfiomes:com j
Proudly Serving Florida,since.1990 _ +
„,Headquarters'
1ghway
l 1;f' ENGINIIN w k L r Hallo, g "r ;
1345 U SHi 1 , PO Box 78 13774 ,
Sebastian FL.:32958 c A C(►� �f Sebastian FL 32978 }`
Orlando i�ANN TN
i Y z r 5 Phone 7.72 58k7,-12
723 Progress Way , K
' Sanford, FL F342771 SOIL COMPACTION REPORT # C A # 5693
, , y KSMen neenn net' x
j' o Z.ASTM D 15S7 antl ASTM D'6938 .:c 9 g t
Revised ”- March 5,2020
DATE7ESTED- fc a
_ February"10, 2020 KSM JOB 4. .200368 2d/MH o
PERMIT# _ =19110052
NUC# a
CONTRACTOR, ` Adams Homes = N e: yti
t' L:` i:{•� t i.. •nr �' {�:Model �•".MC 10RJP.4
JOB LOCATION
.5830 Tangelo Dnve Nac Serial # 30630 i
= Fort Pierce, Florida = a�
Cclad Founda N
ITEom M TESTED. , r" pa tPon FIII , 2nd Lift r ' 'r� ," i
TEST LOCATION
PEN , DRY MAX -DRY PERCENT;
OF SAMPLE DEPTH r READ DENSITY 4 PROCTOR VALUE (P.G:F) COMPACTION
v .. -. ,.
12" - 24" : 50; 111 6 112 3'
2 S .,
98 2% 5
3 Center
lib
0 e ;A
4 .,N.W p
t 0/0
5 S.W 7r 109 3 ..6
<. 973%,
° F114.0 4
Sod Oe ntt
Brown Sand wfih . traces GHShell Fragments I
-'I'13:o � � — I •— I —.
of
In Place Moisture: T I' I
I , r
112.0
Proctor Optimum Moisture , C ` I I` I I I' a u
_ ` 11040 , 111d0 - 'A a
tt I I I I ;1 few Proctor Max DrytDensity P C F _ F I i
112.3 : t y t - I
1 I I I
110:U }-
@'Test Locations The 0 I r
R
tV & Penetrometer'-
e y
Densi - 1 r
1
.I
Readingslndicatethe 1090 —•; ,; —.. T ,
Degree of Compaction Meets 8 9, 10 11 12 13
Minimum Required
41
a
for 4nstaked Foundation,. Moisture. °/u of Dry Weight
r r
J�,,b"r • • Nit ed
•, Disclaimer Contractor is responsible to maintain
•• yy the '-te`sted area in the condition that` KSM .• „ P
F = completed the indicated passed coin action test
KSM.is not responsible if the tested area has Been
t •.lui P;Er altered from the approved inspected condition
its
sUtr J ��p•,•� 3/5/2020 r x= r c z
•iqy ���„ . bn@adamshomes`com
` ProudlY'ServmgFlorida since 1990