HomeMy WebLinkAboutSoil DensityPITTSB,-,RGH TESTING LABC ATORY Class AA I'll N0.13? V.
/0 ESTABLISHED tSSI
► 09G
r P 1y BMITTED AS THE CONFIDENTIAL
PITTSBURGH. PA.LENTS. AND AUTHORIZATION
6 <
AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLICICAND OURSELVES, ALL REPORTS
ARE SU
FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL.
REPORT OF IN-PLACE SOIL DENSITY TESTS
Project Sebastian Hiqhlands w/r 3871
Soil Description Marl and Gray sand mixture
Order No. MA 3707 _
Report No. _
Client's No.
Lab No:
Max. Dry Density 112.2 lbs./cu. ft. Optimum Moisture 10.9 o Method of Test AARHOT-180
547
O ATE OF (
TEST
TEST I
NO.
T E S T LOCATION
ELEV.
FT.
LIFT FIELD
MOISTURE
NO. -
IN-PLACE DENSITY
(LBS./CU. FT.)
COMPACTION
WET ORv
12-17 I
1 I
Lot 7, across from block 462 subarade laradel
110.4 I
9
110.4
MA
12-18 12
Lot 11, across from block 462 sub rade_ I'
i10.91
123.1 1111.0
98-9
"
3 I
Lot 15, aceess from block 462 subarade
" i
I111.3
122.5 1110.1
'48-1
" 14
I
Lot 19, across from Block 462, subarade
1111.6
°
" !
5 ILot
22, across from block 462 sub rade
I"
i10,11
121-8 1110.6
98-6I
12-17 16
Track "M" North, subgrade
I"
I 111.0
125.7 1113.2
100.9
" 17
i Track "M" South, subgrade
10.61
123.8 1119.0
j
i
i
f
I
i
Remarks Tech: J. Cornell
1 Client, Attn: Engr. Dept.
2 Cllent, Attn: Enqr. De_pt., 3380 S. Federal Hwy., Port St. Lucie Ll a 33452
1 City of Sebastian, PO Box 127, Sebastian, Fla 32958--
"—a
1 City Engineer, Robert Lloyd, P.E., PO Box 127, Sebastian, Ela-lve
1 Tech.
2 MA
PITTSBURGH TESTING LABORATORY
n EAa COAD ENGINEERING
IRZ
DISTRICT MANAGER
�SSTIHCrfeO PITTSBi,_ RGH TESTING LABC ATORY class "A'M NO.A' REV.
4
ESTABLISHED 1581
PITTSBURGH, PA. Order No. MA 3707
AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES. ALL REPORTS
o �y ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION Report No.
�C gEc�L ��h FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
N� OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. Clients No.
gsAr+o� Lab No: 546
REPORT OF IN-PLACE SOIL DENSITY TESTS
Client General t)evel npmPnt Cornorati nn, 1111 S Rayshnre Drive. Miami, Florida 31131
Project Sebastian Highlands w/r 3871
Soil Description Marl and gray sand mixture
Max. Dry Density 112.2 lbs./cu. ft. Optimum Moisture 10.9 o Method of Test AASHnT^1 Rn
DATE OF
TEST
TEST
No.
TEST
L O C A T) O N
ELEV.
Fr.
UFT FIELD I
MOISTURE
No.
IN-PLACE DENSITY
(LBS./CU. FT.)
wET DRY
(COMPACTION
12-16I
1
Lot
12,
Block
615,
Subgrade (grade)lun-d
98-4
if
2
Lot
1,
Block
607,
Subgrade I"
I
I
�10,4I
.122.5 1111,0
qg,q
"
3
Lot
3,
Block
609,
Subgrade �"
110.9 I123.4
1111.3
90-2
"
4Lot
7,
Block
609,
Subgrade
�"
I11
4
1110.1
' 98-1
"
5 I
Lot
1,
Block
606,
Subgrade
I"
122-4 1
110,6
Q
"
6
Lot
3,
Block
601,
Subarade
�
I" i
110.3
�
123.4
I
1111.9
99.7
"
7
Lot
6,Block 601, Subgrade
I
o
12-17
8
Lot
1,
Block
599,
Subgrade
1"
i 10.0 1121.4
I
1110.4
98.4
"
9
I Lot
2,
Block
583,
Subgrade
�"
10.2
.122.0 1110.7
98.7
"
10
Lot
5,
Block
583,
Subgrade
�"
9.8
1 120.9
!110.1
II
11
Lot
8,
Block
583,
Subgrade
�"
I
I 9.6
120.5110.0
98.0
"
12
I Lot
12,
Block
583,
Subgrade
I"
i 40_0
"
13
Lot
30,
Block
581,
Subgrade
I"
'I
! 10.7
1122.7
�110-9
92-2
14
I Lot
1,
Across
from
Block 462, Subarade
9
I
1124.6
iii?_i
ino 1
"
115
Lot
4,
cross
frnm
Rlnck 462, SUbgrade
I
10.5
1
1122
o4
Remarks Tech: J. Cornell
1 Client, Attn: Engr. Dept.
2 C lent, ttn- Enqr. Dept., 8380 S. Federal Hwy., Port St. Lucie, F -1a. 33452
1 City of Sebastian, PO Box 127, Sebastian. Fla 32958
1 Citv Ennineer. Robect Llovd. P.E.. PO Box 127, Sebastian FlgglrW�_41URII
1 Tech.
2 MA
PITTSBURGH TESTING LABORATORY
1
EAS 90AST. ENGINEERINt�
DISTRICT MANAGER
"� �4eo PITTSE ,IGH TESTING LABC ATORY class "A'M °.'9 REV.
9
O y�
ESTABLISHED 1811
Z C3PITTSBURGH, PA. Order No. MA -1707A! A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OUR9ELVE3, ALL REPORTS
ph'�h ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION Report No.
FOR PUBLICATION OF STATEMENTS. CONCLUSION! OR EXTRACT! FROM OR REGARDING
gSANOLr� OUR REPORT! IS RESERVED PENDING OUR WRITTEN APPROVAL. Client's No.
Lab No: 535
REPORT OF IN-PLACE SOIL DENSITY TESTS
Client General DPvPlnpmpnt Cnrnoratinn, 1111 S Raychore (Drive, Miami, Florida 31111
Project Sebastian Highlands w/r 3871
Soil Description Gray sand and marl mixture
Max. Dry Density 114.1 lbs./cu. ft. Optimum Moisture 10.7 o Method of Test AASHOT-1Rn
DATE OF I TEST
TEST NO.
'=
T S T LOCATION
ELEV. LIFTI FIELD
MOISTURE
FT. HO. I
IN-PLACE DENSITY
(LSS.�CU. FT.)
ICOM PAC TION
N�7 74Y
10-7 I
u2
I I
Lot 1 Block 6 _
Lot 4. Block 612 ! O I -7!111 Q O
II
3
II24
"
14
I i i i
(Lot 12. 6 ! 1 1 113 6 09_6
5
ILot 16, BlqCk 618I"
I 6
i I
Lot 20 Block 618 i" OR a
7
!Lot 24 Block 618in
!
6' 1251 3130 99 1
"
I 8 jLot 27, Block 618 i"10-21 126-7 114-3 100.2
II
9
Lot 30 Block 618 (" j !124 4 113 0 00
10-8 1 10
ILot 4 Block 612 9 123 R 112 987
" 11
Lot 1 Block 612
I1 I
9
" I 12
iLot 1 Block 617
"
13
'Lot 5, Block 617
1 -Lot -9, Block 6
ll 1 12
1"93.9
11
14
" 15
ILot 13. Block 617
� I
j
Remarks Tech: J. Cornel 1
1 Client, Attn: Enqr. 9eat.
1 City Engineer, Pobect Lloyd, P.E., PO Box 127, Sebasti
1 Tech.
PITTSBURGH TESTING LABORATORY•
n �T CENGINEERING,
I TLOAST
DISTRICT MANAGER
PITTSB RGH TESTING LABC A T ORY
'-f\9 ESTABLISHED 1861
O a PITTSBURGH, PA.
ASA MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES, ALL REPORTS
�y ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION
LC R�tf ��5 FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
N� OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL.
qS ANO G
REPORT OF IN-PLACE SOIL DENSITY TESTS
WORM NO. 13 REv.
Class "A"
Order No. MA 3707
Report No.
Client's No.
Lab No: 534
Client ,Pn ral nPvPlnnmpnt Cornoration, 1111 S_ RaythnrP Drive, Miami, Flnrida 33131
Project Sebastian Highlands w/r 3871
Soil Description Gray sand and marl mixture
Max. Dry Density 114.1 lbs./cu. ft. Optimum Moisture 10.7 a Method of Test AASHOT-1- 2n
DATE OF
TES
FIELD
TEST ELEV. OFT
No. TEST LOCATION I FT. INO. IM OISTUREI
I
IN-PLACE OENSITY
..
(LBS./CU. S.�CU. F7.1 COMPACTION
`-ET i "'Y
10-8
1 I Lot 17 Block 617, subgrade nradpl (10 71
17r, 2 1
12-9
2 I
L 2 I 1
11
3
L 11Qt 24, Block 617. Subqra(fp
I II
Alin 124112
a
8 98
"
1 4 1 Lot 28 Block 51Z. Subarade
�
I
174 2 i
UB -14
"
5
I Lot 1. B I 1
i
I
1
i l
i I
ii
l
I
I I
i
Remarks Tech: J. Cornell
1 Client, Attn: Engr. Dept. _-
PITTSBURGH TESTING LABORATORY
EAST COAST ENG{N
OISTRICT MANAGER
�\1 ZSSTINN I4eo PITTSB�. ,RGH TESTING L_ABC ATORY class ; ORM NO. 69 REV. All
r� ,9
h O � ESTABLISHED teal
� zo
PITTSBURGH, PA.
< Order No. MA 37(17
AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES. ALL REPORTS
l� o t ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION Report No.
C� �y FOR PUBLICATIONOF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
'SANG(,
S ANO `�{E.� OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. Clients No.
Lab No: 489
REPORT OF IN-PLACE SOIL DENSITY TESTS
Project
-•- 1- ••u-• • •• •• i. _��_ 1 .0 • •.
Sebastian Highlands w/r 3871
Soil Description Gray sand and marl mixture
Max. Dry Density 114.1 lbs./cu. ft. Optimum Moisture 10.1 o Method of Test AASHOT-180
DATE OF (
TEST
TEST
NO.
T E S T L O C A T 1 0 N
EL EV.
FT.
LIFT I
JMFIELO
OISTUREI
NO.
IN-PLACE DENSITY
(LBS./CU. FT.)
COMPACTION
WET:3Rv
11-2 I
1 I
-Lot 18, Block 605 1qradel (
0,11124.1
1177
IQR-g
"
2 iLot
15, Block 605 I"
I
I
104
I�10_A1124_33
Lot 13, Block 605 "
10,93
" I
4 ILot
I I I
14, Block 604 �" 10 0
1
" I
5
10 4 I
�oI
I I �
I
�
i
I
I
I
I
Remarks Tech: J. COrnel1
1 Client, Attn: Engr. Dept.
2 C lent, ttn: Enqr. Dept., 3380 S. e era Hwy., Port St. Lucie, Fla. 33452
1 City of Sebastian, PO Box 127, Sebastian, Fla_,_ 329581 City Enqineer, Robect Lloyd, P. PO Box 127, Sebastian. Fla. 32958
1 Tech. - rsnTMfTaa-,r.Qnn T TFarEN
17
PITTSBURGH TESTING LABORATORY
b
CAST CO. ST '���'•��� j DISTRICT MANAGER
P��;y$TIN��4eo9 PITTSBUiRGH TESTING LABG. _ATORY Class- IS II ll
RM N!]. 41 REV.
7 ESTABLISHED 1881 /1
PITTSBURGH PA.
Order No. MA 3707
;^. AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC ANDOURSELVES. ALL REPORTS
ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION Report No.
FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. Client's NO.
fgSAND G
REPORT OF IN-PLACE SOIL DENSITY TESTS Lab No: 500
Client IPn ral OPvelopment Corporation, 1111 S Bayshore Drive, Miami, Fhnrida 331-11
Project Sebastian Highlands w/r 3871 -
Soil Description Gray sand and marl
Max. Dry Density 114.1 fbs./cu. ft. Optimum Moisture 10.7 o Method of Test AA;HOT-1$O
GATE OF I
TEST
TEST
MO.
T E S T LOCATION
ELEV.
FT.
1
UFT FIELD
1M OISTURE
NO.
IN-PLACE DENSITY
(L85./CU. FT I
MST DRV
-
COMPACTION
11-20 I
1 JLot
2,
Block
607 Subgrade lqrade)
!�98.7
" 1
2 JLot
6,
Block
607 Subgrade
1
1
" 13
!Lot
10,
Block
607, Subgrade �"
I
�9_9
" 14
Lot
14,
Block
607, Subgrade
�10.51124.8
113.0
i99.0
11-21
5
Lot
18,
Block
607, Subgrade
("
I
1 1
-
"
i
6
Lot
21,
Block
607, Subgrade
I 110.71124.5
112.5
98.6
"
7
1Lot
24,
Block
607, Subgrade
+"
110,31124.1
112.5
98.6
it
18
JLot
16,
Block
609, Subgrade
I �
'10.81125.8
1113.5
99.5
"
1 9
ILot
12,
Block
609, Subgrade
�"
U9.8
1
i
1112.3
�98.4
"
10
1Lot
8,
Block
609, Subarade
9.5
1123.1
I
1112.4
"
1 11
!Lot
1,
Block
608, Subgrade
I"
10 Z
�124,7
1113.2
99.24-8
"
12
Lot
5,
Block
608, Sub4rade
i"10,71127.1
11
JDD-fii
"
13
,Lot
9,
Block
608, Subgrade
1
I i
10 ,91125.7
"
! 14
Lot
12,
Block
608 Subgrade
a_
�I
15
Lot
16,
Block
608, Subgrade
°
Remarks Tech: J. Cornell
1 Client, Attn: Engr. Dept.
2 Client,Attn: Engr. Dept., 8380 S. Federal Hwy., Port St. Lucie, Fla. 33452
1 City Enginef
1 Tech.
I
n. _Fl -a- 322
PITTSB URG�ORATORY
_Ifit
'HILT titaw'AGE R
PITTSB,,RGH TESTING LABC-_ .ATORY
ESTABLISHED 18111
PITTSBURG}-i PA
1
FORM NO. 69 REV.
Class "A"
AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORT! Order No. MA _]7117
ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS, AND AUTHORIZATION Report No.
FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. Client's NO.
Lab No: 502
REPORT OF IN-PLACE SOIL DENSITY TESTS
Client Ten ral Development Corporation, 1111 S RaychnrP Drive, Miami, Elnrida 13131
Project Sebastian Highlands w/r 3871
Soil Description Gray sand and marl mixture
Max. Dry Density 114.1 Ibs./cu. ft. Optimum Moisture 10.7 a Method of Test AASHOT-180
GATE OF
TEST
TEST
NO.
T E S T L O C A T I O N I
ELEV. !FIELDI IN-PLACE DENSITY
ILIFT IM OISTURE (LBS./CU. FT.)
FT. NO. h'rT DRY COMPACTION
11-24 1
1
Lot
11,
Block
601
gradei
110.61124.6
112.6
198.7
"
2 1
Lot
14,
Block
601 1"
I
i 110.21125.0
113.4 !99.4
It
3
Lot
18,
Block
601 1"
I
i 1 10.01124-3 1113.0
i
199.0
" 1
4
Lot
10,
Block
601 1"
� �
110.7
126.1
i
113.9 199 8
1
i
1
I i I
1
t
j
Remarks Tech: J. Cornell
1 Client, Attn: Engr. Dept.
2 C ient,ttn: nqr. Dept., 3380 S. Federal Hwy.,
1 City or Sebastian, PO Box 127, Sebastian. Flamm
1 City Engineer, Robect Lloyd, P.E., PO Box 127, S
rt St. Luci
ian
2 MA IAN -d1'ih/
PITTSBURGH TESTING LABORATORY
FAST COAST ENGINEERING
l
DISTRICT MANAGER
IESTIH SZ4 PITTSBI...�GH TESTING LABO aTORY FORM GO. 63 REV.
r� ;S �faoy class A
AV 9
ESTABLISHED toot
9 PITTSBURGH, PA.
<
r
AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSCLVES, ALL REPORT! Order No. MA 3707
o �y ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS, AND AUTHORIZATION Report No.
FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
/yE' RES i� OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. Clients No.
EASArao�`' Lab No: 503
REPORT OF IN-PLACE SOIL DENSITY TESTS
Client General OPvPlnpm nt CorDoration, 1111 S RayshprP Drive, Miami, Florida 33131
Project Sebastian Highlands w/r 3871
Gray sand and marl mixture
Soil Description
Max. Dry Dens i
114.1 lbs./Cu. ft. Optimum Moisture 10.7 0 Method of Test AASHOT-180
GATE Of 1
TEST
TEST
NO.
T E S T L O C A T I O N (
ELEV.
FT.
LIFT
(MOISTURE
N0.
FIELD
IN-PLACE DENS ITY
(LBS./CU. FT.)
,vE7 7�Y
i
.OM PAC TION
11-21 1
1 JLot
1,
Block
606 (grade)
110.01123.1
111.9
I
198.1
"
2 JLot
4,
Block
606 I"
1
110.564.8
113.0
X99.0
"
3
Lot
6,
Block
606 j" 1
19.7
1123.1
112.3
"98.4
"
4
Lot
17,
Block
600
I
110.31124,5
1112.8
98.9
"
5
Lot
14,
Block
600 1"
1
110.81125.5
1113.3
99.3
" 1
6
Lot
11,
Block
600 1"
1..
110.21123.5
1112.0
98.2
11-23 1
7
JLot
10,
Block
599 �"
i
10.9 124.0
111.8
98.0
"
18
Lot
13,
Block
599
110.4 ,124.6
112.8
98.9
It9
Lot
16,
Block
599
1
�"
1
i
j11.0 1125.2
1112.,8
98.9
"
110
1Lot
5,
Block
599
;"
1
19.3 122.8
1112.4
98.5
11-24
11
Lot
2,
Block
599
(
110.0 124.4
1113.1
99.1
"
12
Lot
8,
Block
600
"
10..7 X126.6
114.3
00"
100.2-
if
13
Lot
5,
Block
600
110.6 25.7
113.6
99.6
11
�14
Lot
1,
Block
600
i
110.1 424.1
11
0
Remarks
Tech:. Cornell
1 Client, Attn: Engr. Dept.
2'C lent, ttn: Engr. Dept., 8_380 S. Federal Hwy.
1 CitSebastian, PO Box 127, Sebastian, Fla.
1 City Eny_�_ineer, Robert L1oyd. P.E.. PO Box 127,
1 Tech.
2 MA
rt St. LUCIe, r ia.
Fl
JAN - e 1982
PITTSBURGH TESTING LABORATORY
EEM fig
l
DISTRICT MANAGER
1ESTINC PITTSB_ .-RGH TESTING LABC. _ATORY class FARM NO. a7 RAY.
,s 49
%9 ESTABLISHED 156I
O 90
PITTSBURGH, PA.
<
r AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES, ALL REPORTS Order No. MA 37[77
�y ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION Report No.
FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. Clients No.
'9S ANG �' Lab No: 513
REPORT OF IN-PLACE SOIL DENSITY TESTS
Client GPn ral OPvPlopmPnt COrooratinn, 1111 C RayshnrP nrivP, Miami, Flnrida 33131
Project Sebastian Highlands w/r 3871
Soil Description Gray sand and mar]
Max. Dry Density 114.1
lbs./cu. ft. Optimum Moisture 10.7 o Method of Test AASHOT-180
DATE OF
TEST
TEST
NO.
T E S T
LOCATION
ELEV.
FT.
1
LIFT FIELD
MOISTURE
NO.
IN-PLACE DENSITY
(L95./CU. FT.I
WET ORY
COMPACTION
II -30 1
1 ILot
16,
Block
597,
Lumas
St.
(curb
under
1
11.7
125.2 ,112.0
198.2
"
2 ILot
17,
Block
594,
Lumas
St.
I
112.21126.0
1112.3
98.4
3
Lot
21,
Block
598,
Lumas
St.
1" 1
113.11126.6
111.9
98.1
"
-
kot
22,
Block
594,
Lumas
St.
("
i 112.81126,5
112.2
98.3
" 15
JLot
27 ,
Block
594,
Lumas
St.
1 "
111.9
,126.1 1112.7
'98.8
"
1 6 JLot
25,
Block
598,
Lumas
St.
112.61126.1
,112.0
98.2
"
1 7
ILot
29,
Block
598,
Lumas
St.
�"
1 13.1 127.2
1112.5
98.6
"
18
1Lot
30,
Block
594,
Lumas
St.
1 :12.41127.1
'113.1
99.1
"
T-9
ILot
34,
Block
594,
Lumas
St.
( !11.81125.5
1112.3
98.4
"
1 10
I
JLot
25,
Block
620,
Lumas
St.
( 112.2 125.7
x,112.0
98.2
I
1
I I I
I
* Note:
The above
test meets the_
requirement of 98
of maximum density.
i
1
Remarks Tech: B, Plemmons
1 Client, Attn: Engr.
2 Client,Attn: Engr.
1 City of Sebastian,
1 City Engineer, Robe
1 Tech.
)t.
it., 3380 S. edera Hwy., Port St. Lucie, F a. 33,452
3ox 127, Sebastian. Fla 32958
loud. P.E.. PO Pox 127, Sebastian, .Fla,,,_ 2 r`ygntt» °►
Af �j
PITTSBURGH 7 %Jj I'RCN �g`�iRATORY
zSTRIOT MANAGER
PITTSBL :GH TESTING LABO' XTORY
p 9i. ESTABLISHED 1881
PITTSBURGH, PA.
K
z
AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES. ALL REPORT!
'may ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORI ZATIOH
FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL.
gSANQ�
REPORT OF IN-PLACE SOIL DENSITY TESTS
FORM `.O. 43 REV.
Class UA11
Order No. MA 3707
Report No.
Client's No.
Lab No: 521
. •Prgo 1 ••n • •• •• i i• I WanFTisr-iiia-31111 BE
Project Sebastian Highlands w/r 3871
Soil Description Gray sand and marl
Max. Dry Density 114.1 lbs./cu. ft. Optimum Moisture 10-7 o Method of Test ecunr Igo
DATE OF
TEST
FIELD
I ELEV. 1.1T1MOIiTURE
E S T LOCATION FT. NO.
IN-PLACE DENSITY
(LBS./CU. FT.)T
COMPACTION
rEsr
No.
-ET 7RY
sub -grade under curb Icurb
underl
111.71125.9
12-3
(Stabilized
1
Lot 23 Block 620, Crawford Dr,
taBilize sub -grade under curb
112.7 98.8
11
2
Lot 19, Block 620, Crawford Dr.
" L-112.2_1126.0
112.3 98.4
Stabilize sub -grade under curb
�10.91124,4
II
3
Lot 15, Block 620, Crawford Dr.
112.2 98.3
sub -grade under curb
1112.8
II
IStabilized
4
Lot 11, Block 620, Carlson St.
( 11.8
126.2
98.9
t Sze sub -grade under curb5
1"
15ta
Lot 8, Block 620, Carlson St.
11.6
125.7
112.6 98.7
sub -grade under curb
1113.2
6
IStabilized
Lot 4, Block 620; Carlson St.
12.2
127.0
99.2
su -grade under curb
I
1111.9
7
�Stabilized
Lot 1, Block 620, Carlson St.
12.0
125 4
98
"
I
�Stabi`Tiized sub -grade under curb
1
I" 1112.0
8
Lot 29, Block 620, Julian Ave.
;12.71126.3 98.2
su -gra a un er cur
I"
9
�.'�taoflized
Lot 26, Block 620, Julian Ave.
i 113.01127.4
112.7 98.8
a Mzed sub -grade under curb
1111.9
"
10
Lot 21, Block 619, Crawford Dr.
J2.71126.1
98.1
sub -grade under curb
1112.5
at
11
�5tabilized
Lot 17, Block 619, Crawford Or.
113.2
127.4 98.6
jStabilized sub -grade under curb
1112.2
12
14ot 13, Block 619, Crawford Dr.
12.31126.0
98.3
Stabilized sub -grade under curb
1
"
13
(Lot 9, Block 619, Carlson St.
12.9
126.7
112.2 98 3
> ize su -grade under curb
j
"
14
15ta
.Lot 5, Blcok 619, Carlson St.
13
sub -grade under curb
1
"
15
�Stabilized
Lot 1, Block 619, Carlson St.
13.6 127.61
112 3 _98.4
" IM LC: I LIC dUUVC LCJ L IIICCL�) 1.110 reyu I remenL U I 70ro O1 IIIdA IIIIU111 UC11::0 I Ly.
Remarks Tech: B. Plemmons
1 Client, Attn: Engr. Dept.
2 Client, ttn. ngr. Dept., 8380 S. edera Hwy., Port St. Lucie, F a. 3345
1 Citv of Sebastian. PO Box 121, Sebastilan, Fla 32958
i neer
1 Tech.
2 MA
P
I a (� - 61982
PITTSBUROESTING LABORATORY
OISTRICT MANAGER
r ,sST"s14eo PITTSB RGH TESTING LABC ATORY class FARM NO. <� REV.
Boor ,o ESTABLISHED I581
O
PITTSBURGH, PA.
=
9 -
< Order No. MA 370
= AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES. ALL REPORTS
ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION Report No.
HC C', �� FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
R
SAND" OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. Clients No. _
Lab No : 473
REPORT OF IN-PLACE SOIL DENSITY TESTS
Client Gen
Project Sebastian Highlands w/r 3871
Soil Description Gray sand with marl mixture
Max. Dry Density 114.1 lbs./cu. ft. Optimum Moisture 10.7 o Method of Test AASHOT180
DATE OF
TEST
TEST
No.
T E S T L O C A T I O N
ELEV.
FT.
UFT IMF
NO.
ELO EI
IN-PLACE
CUD. FTSITY
COMPACTION
WET
DRY
10-24 I
1 1
N. side easy st. 100' W. of Shumann under cr(sub ,aradel
11.7
Q
"
2
11 11 11 11 11 II 11 11 II 111
S.
112.2
1
126.2
1123
98.6
"
3
S. 11 11 It 4001 11 11 11 11 11
11
I
11.1 I
Q
O
P
11
/1
N.11 I1 11 11 lots It 11 It
11 I
11.5
125.6
112-6
08.77
11
I 5 I
11 11 11 11 7001 11 11 II 11 11
1/
11.3 I
Q
11130
1'99.1
"
1 6
S. toItit itIt to
12.1
127.3
1113.5
It
I 7
I N. side Easy St. lot 9 Block 602 under curb
I"
f�11.9I
108-9
Ft'
8
S. side Easy St. Lot 1 Block 588 under curb
1
12.0
126.0
1112.5
198.6
it
9
Caprona at Lot 18 Block 603 under curb
I"
11.6
125.3
�112.3
198.4
"
10
Caprona at lot 8 Block 602 under curb
1111.3
125.3
1112.6
�(18_7
"
11
Caprona at lot 5 Block 602 under curb
I
11.9
125.5
"
12
Caprona at lot 15 block 603 under curb
I
112.3
126
1
!qR.5
13
Caprona at lot 12 block 603 under curb
I
11.8
k26,0
19
"
14
Caprona at lot 2 block 602 under curb
12
i
Remarks Tech: B. Plemmons
1 Client, Attn: Engr. Dept.
2 Client,Attn: Enqr. Dept., 8380 S. Federal Hwy., Port St. Lucie FT -a.- 33452
1 Tech.
2 MA
PITTSBURGH TESTING LABORATORY
AST OAST ENGINEEMIG
DISTRICT MANAGER
PITTSr--RGH TESTING LABC ATORY
ESTABLISHED 1881
Z 0 PITTSBURGH, PA.
K
= AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES, ALL REPORTS
r�y ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS, AND AUTHORIZATION
YC c.E �y FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
RE,.M�lN OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL.
REPORT OF IN-PLACE SOIL DENSITY TESTS
Project Sebastian Highlands w/r 3871
Soil Description Marl and Gray sand mixture
FORM NO. 69 REV.
Class "A"
Order No. MA -1707
Report No.
Client's No.
Lab No: 468
Max. Dry Density 114,1 lbs./cu. ft. Optimum Moisture 10.7 o Method of Test$j{QT1Rf1
DATE OF
TEST
TEST
NO.
T E S T L O C A T I O N
ELEV.
FT.
UFT
NO.
FIELD
MOISTURE
IN-PLACE DENSITY
(LBS./CU. FT.)
COMPACTION
'MET DRY I
10-19
1
Lot
11
Block 615 laradial
lin 3
1 ?1 f;
11? n
OR 9
IfI
2 ILot
8
Block 615
�
"
3 ILot
6
Block 615
{
I
"
47
Lot
3
Block 615
�"123
2
1119 9&i
" 15
ILot
3
Block 616
I"
lin r.
1 1 *?A q
119 9 92.7I
"
16 JLot
8,
Block 616
0
10-20
7
(Lot
8
Block 616
j
I
1/
8
(Across
from Lot 10 Block 615
i"
Q
"
9
ILot
15,
Block 611
I" !
Q
"
10
JLot
19
Block 611
"
10-22
11
JLot
1,
Block 610
I
lin 7
1 17c; 7
111. C;
"
12
Lot
3
Block 610
I"
"
13
Lot
7,
Block 610
�
I"
I19r,I
"
14
Lot
9,
Block 610
i
i"124
1
1 12.
I 1 I
Remarks Tech: J. Cornell
1 Client, Attn: Engr. Dept.
2 Client,Attn: Enar. Dept., 3380 S. recera Hwy., Port St. Lucie, Fla.
1 City of Sebastian, PO Box 121, Sebas Ian, Fla 32958 1 City Engineer, P,obect Lloyd, P.E:,PO Box 1'1, Sebastian FWiN1 Tech. �
2 MA Y ..�.►
PITTSBURGH TESTING LABORATO
Z1
r,GPST ENGIN�
�t kyv
DISTRICT MANAGER
`SSTINh Fao FORM NO. 49 REV.
PITTSBURGH TESTING LABG.-_ATORY class "AI'
4
ESTABLISHED 1661
O O
PITTSBURGH, PA.
_ AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES. ALL REPORTS Greer No. MA 37(17
th ARE SUBMITTEO AS THE CONFIDENTIAL PROPERTY OF CLIENTS, AND AUTHORIZATION Report No.
C �y FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
.R OUR REPORT! IS RESERVED PENDING OUR WRITTEN APPROVAL. Clients No.
AS ANO L
REPORT OF IN-PLACE SOIL DENSITY TESTS Lab No: 424
Project Sebastian Highlands w/r 3871
Soil Description Gray sand and hardpan mixture
Max. Dry Density 109.8 lbs./cu. ft. Optimum Moisture 11-Q o Method of Test _AASHOT 12_0
DATE OF
TEST
7,21T
ELEV. ILIFTI
T E S T L O C A T I O N I FT.
NO.�
FIELD
MOISTURE
(
IN-PLACE DENSITY
(L85./CU. FT.)
WET DRY (COMPACTION
9-23
1 (Lot
16 Block 609
aradp
III-pl
117 7
in;_a 96 0
"
2 (Lot
12 Block 609 I"
"
3
Lot 9 Block 609 I"107.0
110
rd
lie.
97 5
9-24
4
Lot 3 Block 608
I"
Ila
Qi'ug-
inA A-
"
5 (Lot
5 and 6 Block 608
I"
I
"
I 6
Lot 8 Block 608 1"i
-n
117 r,
,
117152 96 4
I
Remarks Tech: J. Cornell
1 Client, Attn: Engr. Dept.
2 C lent,ttn: Engr. Dept., 8380 S. Federal Hwy., Port St. Lucie, Fla. 33452
1 City of Sebastian, PO Box 127, Sebas Tan Fla 32958
:. w
i neer
1 Tech
2 MA
MING
11 tni
PITTSBURGH TESTING LABORATORY
No
/ DiSTRICT MANAGER
`ES fo FORM "°. a9 REV.
INS. -RGH TESTING LABG_ _ATORYPITTSB`class A
9 ElTASLISHED Iasi
O 9a
PITTSBURGH, PA. Order No. MA 3707
AS A MUTUAL PROTECTION TOCLIENTS, THE PUBLIC AND OURSELVES, ALL REPORT!
a y`y ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS, AND AUTHORIZATION Report No.
'C RLc,C��� FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
OUR REPORT! IS RESERVED PENDING OUR WRITTEN APPROVAL. Client's No.
SAND Lab No: 435
REPORT OF IN-PLACE SOIL DENSITY TESTS
Client General Development Corporation, 1111 S Bayshnrp Drive, Miami, Fhnrida 11111
Project Sebastian Highlands w/r 3871
Soil Description
Gray sand and marl mixture
Max. Dry Density 114'1 lbs./cu. ft. Optimum Moisture 10.7 o Method of Test AASHOT-180
DATE OF
TEST
TEST
No.
I ELEV.
T E 5 T LOCATION FT.
LIFT
NO.
FIELD
MOISTURE
IN-PLACE DENSITY
(LB S.�CU. FT.) COMPACTION
WET DRY
9-30
l 1
Sub grade lot 12, block 614- laradel
110.3
124.2
112.6 l
98.7
of
2
of If toIt
9, is
of
10.7
126.4
114.2
100.1
Is
3
" of If
6, " " of
10.1
123.6
112.2 198.4
It
/I
`*
IfII or /� , 11 II II
•} I
111.0
125.5
113.0 199.1
If
5
" " If 2, If If to
110.81
124.7
112.6 198.-7
"
6
If " to
12, " 613 1"
10.9
124.2
1 112.0
98.2
of
7
9,
, 10.3
125.7-1
114.0 99.9
"
l 8
to it If6, 11 ifof
110.61
124.8
112.8 l 98.9
to
9
1t " IfIf
4, If to
I 10.0
124.6
113.3 199.3
11
10
N 11 If 2,11 11
11
110.1
123.8
111.8 198.0
10-1
11
f1 of 1 25, ft 614
l"
(
9.7
1 122.9
112.0 l 98.2
of
12
�" 1,I"
10.4
125.8
114.0 99.9
to
13
If
" to1, Is612
"
9.9
123.0
111.9
98.1
of
14
" If " 2, of of
I"
10.0
124.0
-1
112.7 98.8
F-
�
1
l
Remarks Tech: J. Cornell
1 Client, Attn: Engr. Dept.
2-Ment,Attn: Engr. Dept., 8380 S. Federal Hwy., Port St. Lucie, Fla. 3345
1 Cite of Sebastian, PO Box 127, Sebastian Fla, 32958 1 TP
1 City Engineer Robert Lloyd, Lloyd, P.E., PO Box 127, Sebastian, Fla �nYWI
1 Tech.
2 MA
PITTSBURGH TESTING LABORATORY
LAST NGINEERING
DISTRICT MANAGER
PITTSBL cRGH TESTING LABG_ .ATORY class BAR"" N0.49 HEV.
y
- � ESTABLISHED IBSI
PITTSBURGH. PA.
Order No. MA 37n7
z AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES, ALL REPORTS
hARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION Report No.
'C eE�'L` FOR PUBLICATION Of STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. Client's No.
SAND
Lab No: 436
REPORT OF IN-PLACE SOIL DENSITY TESTS
Client GPn ral DPVP1nnmPnt Cnronratinn, 1111 S Ray-,hnrP Drive, Miami,F�arida 33131
Project Sebastian Highlands w/r 3871
Soil Description Gray sand and hardpan mixture
Max. Dry Density 110.4 lbs./cu. ft. Optimum Moisture 10•9 o Method of Test AASHOT-180
DATE OF
TEST
TEST
NO.
ELEV.
T E S T L O C A T I O NMOISTURE
FT.
UFTI FIELD
NO. I
IN-PLACE DENSITY
(LBS./CU. FT.)
COMPACTION
'.VET DRY I
9-29 1
I
Pipe B-2, N. side �-6
(
110.31
117.3
106.3
196.3
"
2
�� '� '� �� 1-4
(
19.7 1
116.3
106.0 96.0
"
3
S. side 1-6
110.61
118.1 1106.7
96.7
4
1 �� �� ��
1-4
1 110.1
1 118.0 1107.2
97.1
N
15
1-2
1 X10.9
118 1
11
1 6
1! 11 1/ 11 1 igrade
110.5
1 117.6
1106.4 96.4
9-30
7
1" No. 5 i"
X11.01
116.9
1105.3 95-4
"
8
No. 7 j"
1 10.8
118.1
1106.6 96.6
i71,l
j
i
1
r7
Remarks Tech: J• Cornell
1 Client, Attn: Enar.
2 Client,Attn: Engr.
1 City or Sebastian.
1 City Engineer, Robe
1 Tech.
2 MA
t.
t., 8380 S. Federal Hwy., Port St. Lucie, Fla.
n
NOV — 5 1981
PITTSBURGH TESTING LABORATORY
'1 GlNEERiNG
DISTRICT MANAGER
;ES"" PITTSB� ,RGH TESTING LABC ATORY I
F ESTABLISHED Class ; ORM N0.69 REV.
4
s e09 A
y
Z �
PITTSBURGH,
PA.
Order No. MA 3707
z A3 A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES. ALL REPORTS
Pc.y,�h ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION Report No.
'•C REZ�' 2.� FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
gSANOL OUR REPORTS 13 RESERVED PENDING OUR WRITTEN APPROVAL. Client's No.
,
REPORT OF IN-PLACE SOIL DENSITY TESTS Lab No: 448
Client
Project Sebastian Highlands w, r 3871
Soil Description Gray sand and marl mixture
Max. Dry Density 114.1 lbs./cu. ft. Optimum Moisture 10.7 o Method of Test AASHOT-180
DATE OF I
TEST
TEST
No.
TEST
ILOCATION
ELEV.
FT.
LIFT FIELD
MolSTURE
NO.
I
IN-PLACE DENSITY
(LBS./CU. FT.)
COMPACTION
WET
ORY
10-3 1
1
Lot
3
Block
603
Subgrade
curb 1gradel
110.21
123.6 1112.2
1
98.3
If
1
2
"
6
"
if
it
"
" 1
110.71
125.9 1
113.7 1
99.7
it
3
9
"
1
110.4
124.0
112.4
1 98.5
10-5 1
4
6
"
604
of
110.7
124.9 1112.8
198.9
"
1 5
1 of
4
of
"
of
"
("
1
110.9
125.4
1 113.1
1 99.1
II
1 6(
II
1
11
If
II
II
11
1
10.1
123.5 j
112.2
1 98.3
10-6
1 7
1"
1It605
"
it1of
10.3
1 125.7
114.0
199.9
of
1 8
I "
4
"
"
"
"
"
,10.9
1124.0
111.8
1 98.0
"
1 9
7
If
1.,
1 110.6
124.7
1112.7
98.8
"
101"
II
I10.51123,7
111.9
(98.1
it
11
6
"
604
j 9.9
123.3
1112.1
98.3
is
12
"
9
of
to
If
is.
1 of
-110.3
1 124.6
113.0
1 99.0
10-7
13
1.
12
It
11"
!10.1
124.2
112.8
1 98.9
"
14
of
It
611
1"
i I
110.6
125.2
1113.2
199.2
"
15
1.1
T
1 10.01
123.5
112.3
1 98.4
Remarks Tech: J. Cornell
1 Client, Attn: Engr. Dept.
2 C lent,Attn: Engr. Dept.,
1 City of Sebastian. PO Box
2 MA
. Federal Hwy., Port St. Lucie, Fla.
kriril
PITTSBURGH TESTING LABORATORY
n 0 . OA j504 3
i I i
DISTRICT MANAGER
`ss''"G t4ao PITTSB, _RGH TESTING LABC ATORY class FARM N0.69 REV.
^'9 ESTABLISHED IBsI
PITTSBURGH, PA.
<
AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES, ALL REPORT! Order No. MA 3707
ry ARE SUBMITTEO AS THE CONFIDENTIAL PROPERTY OF CLIENT!. AND AUTHORIZATION Report No.
iC cel FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
5 An0 OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. Client's NO.
q�
Lab No: 449
REPORT OF IN-PLACE SOIL DENSITY TESTS
Client General Development Corporation, 1111 S Rayshnre Drive, Miami, Fl•nrida 13131
Project Sebastian Highlands w/r 3871
Soil Description Gray sand and marl mixture
Max. Dry Density 114.1 lb,./cu. ft. Optimum Moisture 10.7 % Method of Test AASHOT-180
DATE OF
TEST
TEST
No.
ELEV.
T E S T L O C A T I O N FT.
UFT
NO.
FIELD
MOISTURE
IN-PLACE DENSITY
(LBS./CU. FT.)
I COMPACTION
WET DRY
10-7 l
1
Lot 5 Block 612 Subgrade Curb
gradel
110.7
125.3 1113.2
99
" (
2
Lot 8 Block 612 Subgrade Curb
1
110.1
123.6
112.3 1
98.4
81
3
Lot 11 Block 612 Subarade Curb
I
"
10.4
124.6
112.8
98.9
10-8
( 4 !Lot
1 Block 604
-711.0
10.9
124.1
111.9 98.1
1 5
Lot 14 Block 604
125.0
112.6 98.7
"
1 6
JLot 13 Block 605
10110.6
124.9
113.0 i 99.0
"
I 7
JLot 15 Block 605
10.4
123.7
i
k12.0 1 98.2
8
Lot 18 Block 605
(
I
110.8
124.6
i
1112.5 98.6
It
1 9
ILot 1 Block 602
"
1
11.0
124.1
1111.8
98.0
10-9
10
Across from Lot 14 Block 604
1110.61
125.4
1113.4 99.4
"
11
!Across from Lot 13 Block 605
11l
110.2
124.3
112.8 1 98
12
Acress from Lot 15 Block 605
=10.8
124.5
112.4 i 98.5
"
13
Across from Lot 18 Block 605
10.5
123.9
112.2
98.3
Remarks Tech: J . Cornel 1
1 Client, Attn: Engr. Dept.
2 Client, ttn: ngr. Dept., 8380 S. Federal Hwy., Port St. Lucie, Fla. 334
1 City of Sebastian, PO Box 127. Sebastian, Fla. 32958
1 City _Engineer, Robect Lloyd, P.E. PO Box 121 Sebastian, Q
1 Tech.
2 MA 110 ..A%I - " .0401
PITTSBURGH TESTING LABORATORY
AST ENGINEERING
t
DISTRICT MANAGER
FORM NO. 69 REV.
s5""G�cao9 PITTSB _ RGH TESTING LABC. _ATORY class 'All
O i ESTABLISHED I881
PITTSBURGH, PA. Order No. MA 37()7
r
AS A MUTUAL PROTECTION TO CLIENT!, THE PUBLIC AND OURSELVES, ALL REPORT!
o y1y ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS, AND AUTHORIZATION Report No.
FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL Client's No.
gSANO
REPORT OF IN-PLACE SOIL DENSITY TESTS Lab No: 454
Client G n ral Development Corporation, 1111 RaychnrP Drive, Miami, Fl,orirla 33131
Project Sebastian Highlands w/r 3871
Soil Description
Gray sand and marl mixture
Max. Dry Density 114.1 lbs./cu. ft. Optimum Moisture 10.7 o Method of Test AASHOT-180
DATE OF
TEST
TEST
NO.
T E 5 T LOCATION
ELEV. UFT
FT. N.
1 OIM
FIELO
OISTURE
IN-PLACE DENSITY „
(LBS./CU. FT.)�
WET I DRY COMPACTION
10-10
1
Lot 6 Block 611 Subgrade Igradel
1
11.01
125.2 112.8
198.9
11 1
2
" 9 " 11 subgrade 1"
10.6
125.4! 113.4
99.4
11
3
11 12 " It "
"
110.7
124.01 112.0 98,2
"
4
21
1"
10.9
125.1
112.8 98.9
"
5
23
10.4
123.5
111.9 98.1
11
6
11 11 - 11
I 16 610
11
I
10.9
125.3
113.0 , 99.0
1
I
1
Remarks Tech: J. Cornell
1 Client, Attn: Engr. Dept.
2 Client,Attn: Enqr. Dept., 8380 S. Federal Hwy., Port St. Lucie, Fla. 3345
I;1
2 MA
PITTSBURGH TESTING LABORATORY
(} � GINEERtN(3
t' DISTRICT MANAGER
;EStNG f o PITTSB,—rRGH TESTING LABC _ATORY Class �AR•,N0.13REV.
Ns4
s - 9
9 ESTABLISHED Iasi
���♦ 9
(■_C�� z PITTSBURGH, PA.
<
V y AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES, ALL REPORTS Order No. MQ _37n7415
N
P h ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AO AUTHORIZATION Report No.
FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARD I ND
OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. Client's No.
REPORT OF IN-PLACE SOIL DENSITY TESTS
Project Sebastian Highlands WR 3871
Soil Description Gray sand & hardpan
Max. Dry Density 104.8 lbs./cu. ft. Optimum Moisture 11.0 % Method of Test AASHTn T1Rn
GATE OF
TEST
TEST
No.
T E S T L O C A T I O N
ELEV.
FT.
DFT
R0.
FIELD
MOISTURE
IN-PLACE DENSITY „
(LBS./CU. FT.) '-
COMPACTION
WET DRY
9-18-81
Lot 17 Blk. 605 lGradei
117.7 1106.8
I
97
Lot 8& 9 Blk. 611 iGradiOl
117.6
106.1 i 96.6
Lot 10 & 11 Blk, 611 lrradpl
I117.7
106.5.J 97.0
Lot 12 & 13 Blk. 611
117.0
105.2 ! 95.8
Lot 14 Blk. 611
117.0
105.7
f
I
I
I
i
i
I
I
Remarks Tech: J. Cornell
1 Client, Attn: Engr. Dept.
2 Client,Attn: Enqr. Dept., 80 S. Federal Hwy., Port St.
I City Engineer, Robett Lloyd, P.E., PQ Box 1Z/ 5 bastiNkU
1 Tech.
2 MA OC O
PITTSBURMGHnT ow tsaLAar�aY
1�
DISTRICT MANAGER
o PITTSBi�rZGH TESTING LABO. ATORY Mass �gRMNO. "REV.
z a. qB
,9
O f ESTABLISHED felt
A PITTSBURGH, PA.
<
r A! A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSCLYES, ALL REPORT! Order No. MA 3707
hARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORI2AT ION Report No. 414
O
FR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
NE.
gSANO,OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. Clients No.
REPORT OF IBJ -PLACE SOIL DENSITY TESTS
Client TPnPral DPVP1npmpnt Corporation, 1111 Ray-,hnrP Drive, Miami, Florida 33131
Project Sebastian Highlands WR 3871
Soil Description Gray sand & hardpan
Max. Dry Density 109.8 lbs./cu. ft. Optimum Moisture 11-0 o Method of Test AASHTO T180
DATE OF
TEST
TEST
NO.
L
T E S T LOCATION C A T I O N
ELEV. FT FIELD M -PLACE DENSITY
LI
MOISTURE (LBS /CU. FT.) -
FT. NO. COMPACTION
WET DRY
9-14-8I
5 Block 611
LadeLot 1 110.21"1117.8
1
106.9 1
97.4
1
1
Lot 7 Block 605 G rade 1 119.91J18.1
106.5 1
97.0
Lot 10 Block 605 Grade
110.7
118.9
107.4 97,
1I
Lot 27 Block 611 Grade
ilO.51119.0
1 98.1
9-15-81
1 Lot 5& 6 Block 610 Grade
�10.9
117.9
106.2 96.8
Lot 1 & 2 Block 609 Grade
110.3
117.7
106.7 1 97.2
Lot 3& 4 BLock 609 Grade
1
110,11116.5
1 105-8
96.4
Lot 6 Block 609 Grade
1
k0.81.116.8
1105.4 1 96.0
9-17-8�
Lot 31 BLock 611 Grade
1
110.91117.5
1105.9 1 96.5
1
Lot 33 Block 611 Grade
10.4
116.2
105.3
1 95.9
Lot 9 & 10 Block 610 Grade
9.9
115.9
105.5
96.1
Lot 13 & 14 Block 610 Grade
110.21117.6
106.7
1 9`1
Lot 15 Block 610 Grade
110.7
117 6
106.3
96.8
Lot 3 Block 610
Grad
0 8
117.5
106.1
96.6
Remarks Tech: J. Cornell
1 Client, Attn: Engr. Dept.
2 C lent,Attn: Enqr. Dept., 8j80 S. Federal Hwy., Port
1 Tech.
2 MA
PITTSBURGH T {IttRdkJkSR.f0q%RY
EAST Co
DISTRICT MANAGER
;QSTIN(, F FORM NO. 69 REV.
o PITTSB....rRGH TESTING LABC -ATORY class 11A11
S o B
ESTABLISHED 1661
PITTSBURGH, PA. _
r A3 A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES, ALL REPORTS Order No. MA 3707
415
P by ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION Report No.
FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
' PE OUR REPORTS 13 RESERVED PENDING OUR WRITTEN APPROVAL. Clients No.
gSANDG
REPORT OF IN-PLACE SOIL DENSITY TESTS
Client General Development Corporation. 1111 S Bayshore Drive. Miami, Florida 33131
Project Sebastian Highlands WR 3871
Soil Description Gray sand & hardpan
Max. Dry Density 109.8 lbs./cu. ft. Optimum Moisture 11.0 % Method of Test AASHTO Tip()
OF
TEST
No.
T E S T L O C A T I O N
I
ELEV.=FTFIIIELDIN-PLACE
FT.COMPACTION
E1L85CE
DENSITYGATE
NSTEST
WET I ORv
9-18-8i
Lot 17 Blk. 605 IGradpi
117.7 1106.8
I
97.3
Lot 8 & 9 Blk. 611
Gradpi
lin.q
117.6
106.1
96.6
Lot 10 & 11 Blk,
I
lin
s
117.7
i
! I
Lot 12 & 13 Blk. 611 1rradpi
111-2
117.0
.105.2 C 95.8
Lot 14 Blk 61
117.0
105.7
i
I
i
�
I
�
I
_
I
I
Remark
Tech: J. Cornell
PITTSBURGH TESTING LABORATORY
�OASTEERIN(3
DISTRICT MANAGER
SSTI"� fao PITTSB_ RGH TESTING LAB(- .ATORY class 'ORM NO. 49 REV-
D" 4
ESTABLISHED lee/
PITTSBURGH, PA.
r AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSCLVE3, ALL REPORT! Order No. MA 37f)7
ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTNORIZATION Report No. 41
• FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
OUR REPORTS 13 RESERVED PENDING OUR WRITTEN APPROVAL. Clients No.
/SAND
REPORT OF IN-PLACE SOIL DENSITY TESTS
Client C neral Dpvpinpmpnt Corporation. 1111 Rayshnrp Drive, Miami, Florida 33131
Project Sebastian Highlands WR_3871
Soil Description Gray sand & hardpan
Max. Dry Density 109•$ lbs./cu. ft. Optimum Moisture 11-0 o Method of Test AASHTO T180
DATE OF TEST
TEST No.
ELEV. ILIFT
T E S T LOCATION C A T I O N FT.
NO.
FIELD IN-PLACE DENSITY
MOISTURE (LBS./CU. FT.) -
COMPACTION
-ET ORY
9-14-811
Lot 5 Block 611 Grade 1
110.21117.8
106.9 1
97.4
Lot 7 Block 605
rade I
I19.9I
18.1
106.5
97
Lot 10 Block 605 trade
i
110.7k18.9
107.4 1 97.8
Lot 27 Block 611 Crade
1
110.5
119.0 1107.7
( 98.1
9-15-81
Lot 5 & 6 Block 610 Grade
10 9
117.9
1106.2
96.8
1
Lot 1 & 2 Block 609 rade
Ll0,31117.1
1 106.7
I 97.2
Lot 3 & 4 Block 609 Grade
110.1
116.5
1105.8
Lot 6 Block 609 Grade
110.8
116.8
105.4 96.0
9-17-81
Lot 31 Block 611 Grade
1
110.9�117.5
1105.9
I 96.5
Lot 33 Block 611 Grade
1
110.4
116.2
105.3
95.9
Lot 9 & 10 Block 610 Grade
9.9
115.9
1105.5
1 96.1
Lot 13 & 14 Block 610 Grade
I _10,2
117.6
106.7
97
Lot 15 Block 610 Grade
10.7
117.6
106
Lot 3 Block 610
radko.8
IJL_J_tM-1
96 -6 -
Remarks Tech: J. Cornell
1 Client, Attn: Engr. Dept.
2 Client,Attn: Engr. Dept., 8380 S. Federal Hw ., Port St. Luc
1 City of Sebastian, PO Box 127, Sebastian, Fla 32958
1 Citv Fnnineer. Robert Llovd. P.E.. PO Box 1.27 S bastian Fla.4308
1 Tech.
2 MA
PITTSBURGH TESTINGG
� CoAi4�
DISTRICT MANAGER
_ PITTSE RGH TESTING LAB( 1ATORY
ESTABLISHED IBBI
Z9a PITTSBURGH, PA.
a
t AS A MUTUAL PROTECTION TOCLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS
B
ARE SUBMITTEO AS THE CONF I OENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION
FOR PULICATION OF STATEMENTS. CONCLU 310N3 OR EXTRACTS FROM OR REGARDING
OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL.
SANG L
REPORT OF IN-PLACE SOIL DENSITY TESTS
FORM NO. 69 REV.
Class "A"
Order No. MA 3707
Report No.
Client's No.
Lab No: 385
Client ,PnPral nevPlnpmPnt Corporation. 1111 Rayshnre Drive, Miami- Florida 33131
Project Sebastian Highlands UAI,117 3s"7/
Soil Description Gray sand
Max. Dry Density ln7_? lbs./cu. ft. Optimum Moisture 11 .3 ___ o Method of Test—AASHnT-1 R0
DATE OF
TEST
TEST
No.
I ELEV. i
T E S T LOCATION FT.
UFT
NO.
FIELD
MOISTURE
%
IN-PLACE DENSITY
(Las./CU. FT.)
COM PAC TIOM
WET ^-RY
8-10 11
I
Lot 1 Block 615 _._ I
Lot 12 Block 613 I"
ad
8-10 12
1
110-a
116.1 1104.7
1
97.4
8-10
3
Lot 9 Block 613
1
ko-S
103.7i
96.7
8-10
4
'1
Lot 5 Block 61311-.297.8
!
8-10
1 5 1
Lot 2 Block 613
1
a
8-10
1 6
1 Lot 1 Block 613
I"
10.7
115.3
1104.1
! 97.2
8-13
7
I
Lot 2 Block 612 i"3
(
113.9
102.7
i
95-8
8-13
8
1 Lot 2 Block 603 i"
1
11.0
115.0
I
1103.6
96.6
8-13
1 9
1 Lot 5 Block 603
1
110.6
116.9
1105.7
1 98.6
8-13
10
Lot 8 Block 603 I"
19.8
�114,8
I104,5J
97.5
8-13
11
Lot 7 Block 605
1"
110.5
113.4
1102.6
1 95
CCDC
Remarks Tech: J. Cornell
I Client, Attn: Engr. Dept.
ASI .COAST ENGINEERING
2 Client,Attn: Engr. Dept., 8380 S. Federal Hwy., Port St. Lucie, Fla. .i345Z
1 City of Sebastian, PO Box 127 Sebastian Fla 32958
1 City Engineer Robect Lloyd, P.E.. PO Box 127, Sebastian, Fla 32958 _-
1 Tech.
2 MA
PITTSBURGH TESTING LABORATORY
U. 4,f,�
DISTRICT MANAGER
ySri NG�4�O PITTSB, .RGI—{ TESTING LABC. .ATORY class � AR1� NO. `� REV.
?'� 9
y ESTABLISHED 1881
PITTSBURGH, PA. Order No. MA 37()7
� oy AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES, ALL REPORT!
5 ARE SUBMITTEO AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION Report No.
FROM OR
REe�L��� FOR PV BLICOUR REPORTS IS RESERVEDATION OF STATEMENTS. CON ECLUSIONS NDING OUR WRITTENSAPPROVAL. REGARDING
ERSAnU�� Client's No.
REPORT OF IN-PLACE SOIL DENSITY TESTS Lab Ilo: 350
Client
Project Sebastian Highlands !!P. 3371
Soil Description Gray sand u hardpan
Max. Dry Density 109.3 lbs./cu. ft. Optimum Moisture 11.0 o Method of Test AASHTO T180
DATE OF
TEST
TEST
NO.i
I TEST LOCATION
ELEV.
FT.
LIFT
NO.
FIELD
MOISTURE
IN-PLACE DENSITY
(LBS./CU. FT.)
COMPACTION
WET I ORY
7-23-81
Lot 29 thru 30, Blk. 594 I
-2 I
lin.7
116.8
105.5
96.1
Lot 28 & 27, B11, 594 I
-2
1
10.9
118.0
106.4 196.9
Lot 24 thru 21, hlk. 594 I
_T_
-2
110.61
117.3
106.1 196.5
Lot 20 thru 13, B1 k. 594'
-2
111.91
115.9
104.4 i95.1
Lot 14 15, Glk. 594 I
h1.21
116.8 1
I
105.0 95.7
I
1
i
Remarks Tech: J. Cornell
1 Client, Attn: Engr. Dept.
2 Client,Attn: Engr. Dept., 8380 S. Federal Hwy, Port St. Lu i
1 City of Sebastian PO Box 127, Sebastian, Fla32 8 Y• ii --
1 Cit Engineer, Robert Lloyd, P.E. PO Box 127 Sebastian F
1 Tech. --
2 MA CF N > b
PITTSBURGH TESTING LABORATORY
EAS COAST ENGINEERING
DISTRICT MANAGER
1QSTIH PITTSB .-RGH TESTING LABC .ATORY „ORM NO. 43 REV.
s '"'s qq6
^09 Class A
ll
ESTABLISHED IBet
PITTSBURGH PA.
<
z
AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES, ALL REPORTS Order No. MA 3707
0 1y ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS, AND AUTHORIZATION Report No.
'C gCSLP[�\y FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
RSANOL OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. Clients No.
REPORT OF IN-PLACE SOIL DENSITY TESTS
Lab 'r!o : 350
Client G neral D vPlnpmPnt Cnrporation, 111 S Raythnre Drive, Miami, Flnrida_13111
Project Sebastian Highlands UIR 3371
Soil Description Gray sand u hardpan
Max. Dry Density 109.3 lbs./cu. ft. Optimum Moisture 11.0 o Method of Test AASHTO T180
DATE OF I
TEST
+
TEST I
No. I
T E 5 T LOCATION
I
FT.
LIFT FT
NO.
FIELD
MOISTURE
IN-PLACE DENSITY
(LBS./CU. FT.)
COMPACTION
wET I DRY
7-23-3i
Lot 29 thru 30, Blk. 594
-2
110.71
116.3
105.5 196.1
1
1
Lot 28 u 27, Blk. 594
-2
110.9
118.0 1
106.4 196.9
Lot 24 thru 21, 31 k. 594 1
-2
110.61
117.3
106.1 196.6
Lot 20 thru 18, Blk. 594'
-2
11.01
115.9
T04.4
195.1
1
Lot 14 15, Blk. 594
111.21
116.8
1 105.0
195.7
1
1
(
Remarks Tech: J. Cornell
1 Client, Attn: Enar. Dept.
2 Client,Attn: Engr. Dept., 8380 S. e era Hwy., Port St. Lucie, Fla. 33452
1 City of Sebastian, PO Box 127, Sebastian 41"`"
1 City Engineer, Robert Lloyd, P.E. PO Box 127 Sebastian,
1 Tech.
2 MA / 'get
PITTSBURGH TESTING LABORATORY
EAST COAST ENGINEERING
DISTRICT MANAGER
STING
s "sF ATORY FORM NO. 69 REV.
oO PITTSE GH TESTING LABC
o class A
ESTABLISHED 1861
PITTSBURGH, PA.
(
r AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS Order No. MA 3707
196
P y1y ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS, AND AUTHORIZATION Report No.
"•C RL9"'�� FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING
OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. Client's No.
• 9S ANO G
REPORT OF IN-PLACE SOIL DENSITY TESTS
Client General DPVPlonment Corporation, 1111 Ray -shore Drive, Miami, Elnrida 33131
Project Sebastian Highlands 14R 3871
Soil Description
Gray sand & hardpan mixture
Max. Dry Density 110'4 lbs./cu. ft. Optimum Moisture 10•9 o Method of Test AASHTO T180
DATE OF I
TEST
TEST
NO.
-
T E S T L O LOCATION T I O N
ELEV.
FT.
UFT
No.
FIElO
MOISTURE
IN-PLACE DENSITY
1L"./CU. FT.)
% -
COMPACTION
WET
DRY
6-25-81
Lot 1 + 2 Bl k. 614
Grade)
110.4
1
119.1
107.9
97.7
Lot 3 + 4 Blk. 614
It
10.6 1118.3
106.9
96.8
Lot 5 + 6 Blk. 614
of
10.9
118.0
106.4
96.4
Lot 5 + 6 Blk. 614
It0.4
117.6
106.5
96.5
Lot 2 + 3 Blk. 663
10.7
117.2
105.9
95.9
Lot 4 + 5 Blk. 603
(10.1
1117.5
106.7
1 96.7
6-27-31
I Lot 6 + 7 Blk. 603
0.0
1116.8
106.1
1 96.2
Lot 8 + 9 Blk. 603
10.2
117.3
106.3
96.3
Lot 10 + 11 Blk. 603
0.1
119.6
108.6
( 98.4
Lot 12 + 13 Blk. 603
10.8
119.8
110.9
100.4
Lot 14 + 15 Blk. 603
10.0
118.4
107.6
97.4
Lot 16 + 17 Blk. 603
0.1
117.8
107.0
96.9
Remarks Tech: J. Cornell
1 Client, Attn: En r. Dept.
Client,Attn: Enqr. Dept., 838-0--S. Federal Hwy., Port St. Lucie, Fla.
1 City Engineer, Robert Lloyd, P E , PO Box 127 Sebastian Fla 32958
1 Tech.
2 MA
PITTSBURGH TESTING LABORATORY
0,j, U - 4,fwo� 4=16- 1W
DISTRICT MANAGER
PITTSE RGH TESTING LABC ATORY
' FC V9
TEST
No.
T
ESTABLISHED IBBI
Z a
PITTSBURGH, PA.
IN -?LACE DENSITYTEsr
(Les./CU. fT.)
COMPACTION
P
A9 A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS
1y
ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION
Lot 1 + 2 Blk. 615
FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
110.3
OUR REPORT! IS RESERVED PENDING OUR WRITTEN APPROVAL.
REPORT OF IN-PLACE SOIL DENSITY TESTS
FORM NO. 49 REV.
Cl ass "All
Order No. MA 3707
Report No. ?m
Client's No.
Client Gpnpral Dpvpinpmpnt Corporation, 1111 S_ Rayshnrp nrivp, Miami- F�nrida 33131
Project Sebastian Highlands WR 3871
Soil Description Gray sand & hardoan
Max. Dry Density 110.4 lbs./cu. ft. Optimum Moisture 10.9 o Method of Test AASHTO T180
DATE OF
TEST
No.
—
TEST LOCATION
ELEV. J-�FTTOD
FT.
N
RE
IN -?LACE DENSITYTEsr
(Les./CU. fT.)
COMPACTION
WET
DRY
7-1-81
Lot 1 + 2 Blk. 615
Grade 1
110.3
119.7
108.5 1
98.2
7-2-81
Lot 1 + 2 Blk. 614
rad
k0.7
119.2
107
97
Lo 1 + 2 Blk, 603
1
Remarks_ Tech:
ent, Attn: En r. Dept.
ent,Attn: Enqr. Dept., 8380 S. Federal Hwy., Port St. Lucie, Fla.
1 City Engineer Robett Lloyd P E PO Box 121, Sebastian Fla 32958
2 MA
PITTSBURGH TESTING LABORATORY
U. 4"u� �*a
DISTRICT MANAGER
PITTSB. .RGH TESTING LABC ATORY DORM NO. 49 REV.
5
>S ��°09 C1dSS A
y
ESTABLISHED tSSI
Z �
PITTSBURGH,
PA.
r Order No. MA 37n7
AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURlCLVES, ALL REPORT! 134
ac,yly ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION Report No.
�C RESE'�`� FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARD t NG
OUR REPORTS 13 RESERVED PENDING OUR WRITTEN APPROVAL. Client's NO.
gSANOG
REPORT OF IN-PLACE SOIL DENSITY TESTS
Client GPnPral Develnpment Corporation. 1111 S Rayshnre Drive, Miami, Florida 12131
Project Sebastian Highlands SJR 3871
Soil Description Gray sand & hardpan mixture
Max. Dry Density 110.4 lbs./cu. ft. Optimum Moisture
10.9 % Method of Test AASHTO T180
GATE OF
TEST
TEST
NO.
T E S T LOCATION -
ELEV.
FT.
LIFT
NO.
FIELD
MOISTURE
IN-PLACE DENSITY
(LBS./CU. FT.) '
I COMPACTION
WET DRY
6-8-81
Lot 1, Blk. 612 Housepad
rade
1
10.6
118.7
107.3 197.2
Lot 25, Blk. 614 Housepad
"
10.5
118.0
106.8
96.7
Lot 23, Blk. 614 Housepad
1110.2
116.9
106.1 196.1
6-10-8
1
Lot 2, Blk. 612 Housepad
1.10.3
116.4
105.5 1
95.6
Lot 3, Blk. 612'House ad
10.0
116.6
106.0 196.0
Lot 4, Blk. 612, Housepad
10.E
119.1
107.5
97.2-
7.26-12-8
6-12-8
Lot 7 Blk. 612 Housepad
110.0
117.3
106.6
196.6
Lot 8, Blk. 612, Housepad
9.8
118.5
107.9
( 97.7
Lot 9, Blk. 612, Housepad
10.1
117.6
106.8
196.7
Remarks TeCh: J. Cornell
1 Client, Attn: Engr. Dept.
2 Client,Attn: Enqr. Dept., 8380 S. Federal Hwy., Port St. Lucie, Fla. 33452
1 City Engineer Robett Lloyd, P E PO Box 127, Sebastian, Fla 32958
1 Tech.
2 MA _
PITTSBURGH TESTING LABORATORY
au, U ,
DISTRICT MANAGER
PITTSB,., RGH TESTING LABC_ _ ZATORY Class II AORM N0.49 REV.
ll
ESTABLISHED 1662
PITTSBURGH, PA.
ASA MUTUAL PROTECTION TO CLIENTS, TME PUBLIC AND OURSELVES. ALL REPORTS
ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION
FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL.
REPORT OF IN-PLACE SOIL DENSITY TESTS
Project Sebastian Highlands WE 3871
Soil Description Liaht =ray Sand
Order No. MA 3707
Report No. 174
Client's No.
Max. Dry Density 10Q.8 lbs./cu. ft. Optimum Moisture 11 .1 % Method of Test AASHO T-180
DATE OF
TEST
TEST
NO.
I ELEV.
T E S T LOCATION FT.
LIFT
NO.
FIELD
MOISTURE
=
IN-PLACE DENSITY
(LBS./CU. FT.) %
COMPACTION
WET DRY
4_ 4
6 T31k. 614 Road right away
4'
11.2
118.8
106.8)
--Lot
Remarks Tech: j. Cornell
1 Client, Attn: Engr. Dept.
Client, Attn.' nor. Dept.., 838 S. Federal Hw ., Port St. Luc'
1 Citv of Sebastian. PO Box 127, Sebastian, Fla. 32958
1 Tech.
2 MA
PITTSBURGH TESTING LABORATORY
T COAST ENGINEERING
DISTRICT MANAGER