HomeMy WebLinkAboutSoil DensityCLASS "A"
PITTSBURGH TESTING LABORATORY FORM N0.49 REV.
P 1�9 ESTABLISHED 1881
2v p 9�
Z 9
'9S AN 13 L
PITTSBURGH, PA.
MA
2740
A
FIELD
MOISTURE
%
order No.
COMPACTION
z '
AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTSEf
55
�^ P 1
ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS, AND AUTHORIZATION
Report No.
10.6
121.7
FOR PUBLICATIONCLUSIONS OR SAPPROVAL. FROM ORREGARDING
96.8
9-20-8
PC SE��\�
REPORTS IS REBERV EDN PENDING OUR WRITTEN
o.
Client's No.
-
ASAN13L
REPORT OF ISI -PLACE SOIL DENSITY TESTS
Client General Development Corporation, 1111 S. Bayshore Drive, Miami, Fla. 33131
Project Sebastian Highlands WR 3864
Soil Description Gray sand & hardpan mixture
Max. Dry Density 113.9 lbs./cu. ft. Optimum Moisture 11 •4 o Method of Test AASHTO T180
DATE OF
TEST
TEST
NO.
T E S T LOCATION
LE
EFT•
NO.
FIELD
MOISTURE
%
IN-PLACE DENSITY
(LBS./CU. FT.)
COMPACTION
WET
DRY
9-19-8
La Playa & Kildare
-5
10.6
121.7
110.3
96.8
9-20-8
La Playa & Kildare
-4
11.0
122.3
110.1 196.7
La Playa & Kildare
-3
10.7
122.6
110.7
97.2
La Playa & Kildare
-2
10.6
122.5
110.8
97.3
La Playa & Kildare
-1
10.5
121.5
109.9
96.5
9-23-30
High & Kildare
-9
10.5
121.8
110.2
96.8
High & Kildare
-8
10.4
122.3
110.8
97.2
High & Kildare
-7
10.7
122.9
111.0
97.5
High & Kildare
-6
10.9
122.1
110.1
96.7
9-24-8
High & Kildare
-5
10.3
120.9
109.6
96.2
High & Kildare
-4
10.6
121.4
109.8
96.4
High & Kildare
-3
10.9
121.9
110.0
96.6
High & Kildare
-2
10.7
121.4
109.6
96.2
High & Kildare
-1
10.9
123.1
111.0
97.5
Remark
Tech: j. Cornell
Client, Attn: Mr. Gulbalis
ien i c e -em en t s, eis er,
en er, e era wy., Port St. Lucie
F. Lloyd, 1835 20th St., Vero Beach, Fla. 32980
Sebastian City Hall, Sebastian, Florida
T ec .
'• .•.1 • •.
334
1 • �": !
ST ENGINEERJ�
PITTSBURGH TESTING LABORATORY
iL
DISTRICT MANAGER
CLASS "A"
tESTIN'PITTSBURGH TESTING LABORATORY FORD NO. 43 REV.
� ,s '�s.'g
G9
JQ�
C,
ESTABLISHED ESTABLISHED 1881
H �T Z 7D
PITTSBURGH, PA. order No. MA 2740
AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS
c^ `; o-�tih ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS, AND AUTHORIZATION Report No. 5b
FROM OR
P"', �\y FOR PUBLICOUIR REPORTS IS RESERVEDNCLUSPENDING OUR WRITTEN ON OF STATEMENTS. COIONS ORSAPPROVAL,REGARDING
Client's No.
f8 Ati
REPORT OF Ind -PLACE SOIL DEMSITY TESTS
Client General Development Corporation, 1111 S. Bayshore Drive, Miami, Fla. 33131
Project Sebastian Highlands WR 3864
Soil Description Gray sand & hardpan mixture
Max. Dry Density 113.9 lbs./cu. ft. Optimum Moisture 11.4 % Method of Test AASHTO T180
DATE OF
TEST
TEST
NO.
T E S T LOCATION
ELEV.
FT.
LIFT
N0.
FIELD
MOISTURE
%
IN-PLACE DENSITY
(LBS./CU. S.�CU. FT.)
COMPACTION
WET
DRY
9-19-80
Lot 1, Blk. 559
-3
10.4
120.9
109.5
96.1
Lot 1, Blk. 559
-2
10.7
120.0
109.3
95.9
9-20-80
Lot 1, Blk. 559
-1
10.8
121.9
1 0.0
6
Lot 2/3 Blk. 559
-3
11.1
123.0
110.7
97.2
Lot 2/3 Blk. 559
-2
11
122 8
110.6
7
Lot 2/3 Blk. 559
-1
10.
120.8
109.2
95.8
Lot 4, Blk. 559
-3
10..
120 4
108.9
9 6
Lot 4, Blk. 559
-2
10.9
122.4
110.3
I 96.9
Lot 4, Blk. 559
-1 J
11.0
123.8
111.5
97.9
Lot 5, Blk. 559
-3
10.8
121.2
109.4
96.0
Lot 5, Blk. 559
-2
10.3
119.9
108.7
95.4
Lot 5, Blk. 559
-1
10.7
121.8
109.8
96.4
Remarks Tech • J Cornell J, ••�_ w+^�
1 Client, Attn : Mr. Gul bal i s UV' a "„w
yen , i c e , ements, eis er, Port a a ar B vd., Palm Ba 32905
T -Ken Miller, . e eraHwy.., Port St. Lucie Fla. 33452
1 F. Lloyd, 1835 20th St., Vero Beach Fla. 32980 ASS 1�fNEEFttNG
1 Sebastian City Hall, Sebastian, Florida
_T_P_TT Tech.
PITTSBURGH TESTING LABORATORY
61 DISTRICT MANAGER
M,
Client_
Project
CLASS "A"
PITTSBURGH TESTING LABORATORY
ESTABLISHED 1881
FORM NO. 49 REV.
PITTSBURGH, PA. MA 2740
Order No.
ASA MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, 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.
REPORT OF IN-PLACE SOIL DENSITY TESTS Lab Pio: 61
General Development Corporation, 1111 S. Bayshore Drive, Miami, Fla. 33131
Sebastian Highlands WR 3861-01 5 /�
Soil Description
Max. Dry Dens it
Broden sand
109.9
Ibs./cu. ft. Optimum Moisture -1 1 .6 % Method of Test AASHTO T180
DATE OF
TEST
TEST
NO.
T E S T LOCATION
ELEV.
FT.
LIFT
NO.
FIELD
MOISTURE
%
IN-PLACE DENSITY
(LBS./CU. FT.)
COMPACTION
WET
DRY
9-29-80
Lot 4, Block 552
Grade
10.4
115.7
104.8 195.4
Lot 4, Block 552
Grade
10.1 1116.3
105.6
96.1_T
Remarks
Tech: J. Cornell EAST COAST ENGINEEMm
1 Client, Attn: Mr. Gulbalis
ien c e emen s, eis er, Port a a ar B vd., Palm Bay, 32905
en i er, 0 S_.Te era wy ,Port St Lucie, Fla 33452
1 F. Lloyd, 1835 20th St., Vero Beach Fla. 32980
1 Sebastian City Hall, Sebastian, Florida
.I PTL Tech.
PITTSBURGH TESTING LABORATORY
127 /t_ OJ.
DISTRICT MANAGER
PITTSBURGH TESTING LABORATORY CLASS "AFORMA 49 REV.
"
cr ESTABLISHED 1881
a PITTSBURGH, PA.
j' AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS
P by ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS, AND AUTHORIZATION
gEP �y FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
cR� OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL.
SAND���
REPORT OF IN-PLACE SOIL DENSITY TESTS
• .. •�
- •.l:i.l:it11♦��1�•a:a��.i\ii\ri�.�Ri.�i.0a �.�w�...������-_ -- - ----__--_--
Project Sebastian Highlands WR 3864
Soil Description A Gray sand &hard an mixture B Gray & brm
A 113.9 11.4
Max. Dry Density B) 107.4 lbs./cu. ft. Optimum Moisture 11.7 %
Order No. MA 2740
Report No..
Client's No
Lab No:
63
Method of Test AASHTO T180
DATE OF
TEST
TEST
NO.
T E 5 T LOCATION
ELEV.
FT.
LIFT
NO.
FIELD
MOISTURE
%
IN-PLACE DENSITY
(LBS./CU. FT.)
%
COMPACTION
WET
DRV
9-30-80
B
Lot 30/31 block 562
-3
10.0
114.9
104.4
97.2
B
Lot 30/31 Block 562
-2
10.8
114.0
103.3
96.2
B
Lot 30/31 Block 562
-1
10
115.1
104 2
96.9
10-1-80
A
Lot 39/40 Block 562
-3
9.8
120.6
109.8
96.4
A
Lot 39/40 Block 562
-2
121.0
109
96.1
A
Lot 39/40 Block 562
-1
10.7
122.3
110.5
97.0
A
Lot 37/38 Block 562
-3
110.5
122.8
111.1
97
A
Lot 37/38 Block 562
-2
10.4
121.4
107.9
96.5
A
Lot 37/38 Block 562
-1
10.0
121.9
110.8
97.3
Remarks Tech: Jim Cornell
1 Client Attn: S. Gulbalis
1 Ken Miller. 8380 S Federal Hwy., Pt St Lucie, Fla. 33452
3 Client Attn• L Clements, Heisler, T Mitrhell_ 1120 Prt M A 1 a
z MA - - - OCT 2 A 1y1$J
PITTSBURGH TESTING LABORATORY
��GMEERING`'
DISTRICT MANAGER
tvSTING� PITTSBURGH TESTING LABORATORY cLAFORM NO. 49 REV.
6a s 'Ns„'g6
JQ"y fr 09 ESTABLISHED 1881
yQP o90
SS A
PITTSBURGH, PA.
<
S AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS order No. MA 2740
Sr P by ARE SUTION OF BMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS, AND AUTHORIZATION Report No.
ALO RE y FOR PUBLICOUR REPORTS IS RESERVEDNENTS. COONS PENDIING OUR WRITTENSAPPROVAL. REGARDING
'FROM OR
?SAND Client's No.
REPORT OF IN-PLACE SOIL DENSITY TESTS Lab No: 65
Client General Development Corporation, 1111 S. Bayshore Drive, Miami, Fla. 33131
Project Sebastian Highland WR 3863
Soil Description Dark gray sand and harpan mixture
Max. Dry Density
113.9
lbs./cu. ft. Optimum Moisture 11.4 % Method of Test AASHTO T180
DATE OF
TEST
TEST
NO.
T E S T LOCATION
EFT.
FT.
IM
FIELD
OISTURE
°
IN-PLACE DENSITY
(LBS./CU. FT.)
COMPACTION
WET
DRY
10-2-8
Kildare & Playa
F -2r
10.4
120.9
109.5
96.1
Kildare & Playa
9.3
122.5
111.6
98.0
Kildare & High Ct.
-2
10.6
121.4
109.8
96.4
Kildare & High Ct.
-1
9.8
122.9
111.9
98.3
Remarks TPrh • 1 (nrne I I
1 Client, Attn: S Gulbalis -
L VIA
PITTSBURGH TESTING LABORATORY
L O �/ AST/��1S►S� �IENGINE� �N�
DISTRICT MANAGER
CLASS "A"
jESTING� PITTSBURGH TESTING LABORATORY FORM NO. 49 REV.
4B
G� .s Nsg
JQ�� Fc�9
STAB LISHED 1881
f Z9G E
_ PITTSBURGH, PA. MA 2740
2 AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES. ALL REPORTS Order No.
ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS, AND AUTHORIZATION Report No.
�rC PC"��,�y FOR PUBLI OUR REPORTS IS RESERVEDTION OF STATEMENTS. CO PENDING OUR WRITTENNCLUSIONS OR SFROM OR APPROVAL. REGARDING r
FfAsgnDClient s No.
REPORT OF lid -PLACE SOIL DENSITY TESTS Lab No: 71
Client General Development Corporation, 1111 S. Bayshore Qrive, Miami, Florida 33131
Project Sebastian Highlands WR 3863
Soil Description Gray sand & hardpan mixture
Max. Dry Density 113.9 lbs./cu. ft. Optimum Moisture 11.4 % Method of Test AASHTO T180
DATE OF
TEST
TEST
NO.
T E S T LOCATION
ELEV.
FT.
LIFT
NO.MOISTURE
FIELD
T'
IN-PLACE DENSITY
(LBS./CU. FT.)
7
COMPACTION
WET
DRY
10 -4 -SC
Lot 16/17 Blk. 561
-3
110.3
124.4
112.3
98.6
Lot 16/17 Blk. 561
-2 1
10.9
123.4
111.3
97.7
Lot 16/17 Blk. 561
-1
9.8
122.0
111.1
97.6
10-6-8
Lot 10/11 Blk. 561
-3
10.0
121.0
110.0
96.6
Lot 10/11 Blk. 561
-2
10.8
121.3
109.5
96.1
Lot 10/11 Blk. 561
-1
10.7
123.9
111.9
I 98.2
Kildore & Cardinal
-3
10.3
121.5
110.1
96.7
Kildore & Cardinal
-2
10.9
1 124.9
112.6
I 98.9
Kildore & Cardinal
-1
10.5
120.8
109.3
96.0
10-9-3
High & Kildore
-3
10.9
121.9
109.9
96.5
High & Kildore
-2
10.2
120.6
109.4
96.1
High & Kildore
-1
11.3
1 23.6
111.0
97.5
Cardinal & Kildore
-3
11.0
122.4
110.2
96.8
Cardinal & Kildore
-2
10.4
122.3
111.2
97.6
Cardinal & Kildore
-1
11.0[l23.�0110.8
97.3
PITT%iJRGR TESTING LABORATORY
DISTRICT MANAGER
CLASS In ll'
Iv STINZ,� PITTSBURGH TESTING LABORATORY FORM NO. 49 REV.
esO9 ESTABLISHED 1881
9
PITTSBURGH, PA. MA 2740
1?� AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS Order No.
C NFIOENTIAL PROPERTY OF CLIENTS AND AUTHORIZATION ft t N
Client
? h ARE SUBMITTED AS THE o epor o.
FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. Clients NU._
REPORT OF IIS -PLACE SOIL DENSITY TESTS Lab NO: 72
General Development Corporation, 1111 S. Bayshore Qrive, Miami, Florida 33131
Project Sebastian Highlands UR 3,964
Soil Description Gray sand & hardpan mixture
Max. Dry Density 113.9 lbs./cu. ft. Optimum Moisture 11.4 0 Method of Test AASHTO T180
DATE OF
TEST
TEST
NO.
T E S T LOCATION
F
FT.
ET.
NO.LIF
NO.
FIELD
MOISTURE
IN-PLACE DENSITY
(LBS./CU. FT.)
�
COMPACTION
WET
DRV
10_10_[:0
Lot 4/5 Blk. 562
-3
10.9
12.1.6
109.6
96.2
Lot 4/5 Blk. 562
-2
11.0
123.0
110.8
97.3
w- .,;,. -
-
PITTSBURGH TESTING LABORATORY
e
DISTRICT MANAGER
12
CLASS "a"
PITTSBURGH TESTING LABORATORY
ESTABLISHED 1881
0
ITT1—_6URGH PA
FORM NO. 49 REV.
AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES. ALL REPORTS Order No. _
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._
REPORT OF IN-PLACE SOIL DENSITY TESTS Lab No: 7,
Client General DevElopment Corporation, 1111 S. Bayshore Qrive, Miami, Florida 33131
Project Sebastian Highlands UR 3361-0
Soil Description Brown sand & marl mixture
MA 2740
Max. Dry Density 114.8 lbs./cu. ft. Optimum Moisture 11 .l % Method of Test AASHTO T180
DATE OF
TEST
TEST
NO.
T E 5 T LOCATION
ELEV.
FT.
LIFT
NO.
IM
FIELD
OISTURE
%
IN-PLACE DENSITY
(LBS./CU. FT.)
9
COMPACTION
WET
DRY
10-14-20
Lot 7 Bl k. 561
110.7
2
Lot 10 Bl k. 561
3 11
24
Lot 13 Blk. 561
125.3
113.5
98.2
Lot 32 Blk. 562
0 9
r
`�
Lot 35 Blk. 562
2
Lot 38 Blk. 562
11.4
123.0
110.4
196.2
Lot 9 Blk. 560
10-8
124.2
97.6
Track P
11.0
1 21.9
1 09.8
I 95.7
Lot 22 Blk. 561
10.3
126.1
114.3
99.6
Lot 19 Blk. 561
10.5
124.9
113.0
98.4
a
I
Remarks Tech: J. Cornell
Client,n: Mr. Gulbalis
ien c e emen s, ens er, or a a ar Blvd., Palm Bay 32905
Ken Miller, 838U S. I-ederal Hwy., Port St. Lucie, Fla. '1
F.Lloyd, 1835 20th St., Vero Beach, Fla. 32980 EAST COAST
e astian City Hall, Sebastian, Fla.
PITTSBURGH TESTING LABORATORY
DISTRICT MANAGER
CLASS "A"/
jfSTINC� PITTSBURGH TESTING LABORATORY FORM NO. 49 REV.
ESTABLISHED 1881
9
Z PITTSBURGH, PA. MA 2740
order No. AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS
P1i by ITT FI IAL PROPERTY OF CLIENTS AND AUTHORIZATION Re ort ND
Client
P ARE SUBM ED AS THE CON DENT F
y ��y FOR PUBLICATION OF STATEMENTS. CONCLUSIONSOR EXTRACTS FROM OR REGARDING
OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. Client's NO._
REPORT OF IN-PLACE SOIL DENSITY TESTS Lab Pio: 78
General Development Corporation, 1111 S. Bayshore Qrive, Miami, Florida 33131
Project Sebastian Highlands WR 3864
Soil Description A) Gray sand & hardpan mixture B)_Gray and brown sand
3.9 11.4
Max. Dry Density B) 109.9 lbs./cu. ft. Optimum Moisture 11.6 % Method of Test AAS
DATE OF
TEST
TEST
NO.
TEST LOCATION
ELEV.
FT.
LIFT
NO.
FIELD
MOISTURE
%
IN-PLACE DENSITY
(LBS./CU. FT.)
9
COMPACTION
WET
DRY
10-16-0
A
Lot 6/7 Bl k. 562
-1
10.4
122.6
111.0
97.5
A
Lot 8/9 Bl k. 562
-3 1
10.7
121.2 1
1
B
Lot 8/9 Bl k. 562
-2
B
Lot 8/9 Bl k. 562
-1
10.411
13 0
B
Lot 12 Blk. 564
-2
B
Lot 12 Blk. 564
-1
10.3
119.0
107 9
98 2
B
Lot 23 Blk. 559
-2
1
B
Lot 23 Blk. 559
-1
11.2
119.7
107.1
97.5
B
Lot 30 Blk. 559
-2
10.7
119.2
107.7
1 98.0
B
Lot 30 Blk. 559
-1
10.5
118.6
107.3
97.7
Remarks Tech: J. Cornell
Client, n: Mr. Gulballs ti
Ulient, 1. Mitcnell,Clements, eisler,1120 PortMalab
Ken Miller, 8380 S. Federalwy.,or Lucie, a. F.L oyd, 835 20th St., Vero Beach, Fla. 32980
-T--Sebastian City Hall, Sebastian, Fla. Ou
Tech.
COAST ENGINEERINQ
PITTSBW TESTING LABORATORY
DISTRICT MANAGER
ZE5TING� '4PITTSBURGH TESTING LABORATORY FORM NO. 49 REV.
JQ� f^O� ESTABLISHED 1881 CLASS 11 /I H
y v Z 9M
PITTSBURGH, PA. order No. MA 2740
6 = <
AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS
<^ �� PV �.y ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS, AND AUTHORIZATION Report No.
FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
r ^+C P
OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. Client's NO.
'9SAND
Lab No: 82
REPORT OF IN-PLACE SOIL DENSITY TESTS
Client General Development Corporation, 1111 S. Bayshore Drive Miami Florida 33131
Project Sebastian Highlands, ',IR 30063
Soil Description A) Gray sand a hardpan mixture B) Light gray & broom sand
t
Max. Dry Density B) 110.1 lbs./cu. ft. Optimum Moisture 11.5 % Method of Test AASHTO T180
DATE OF
TEST
TEST
NO.
T E S T LOCATION
EL
NIO. FT I
FIELD
MOISTURE
a
IN-PLACE DENSITY
(LBS./CU. FT.)
7
COMPACTION
WET
DRY
9-13-3
A
Kildare & Conover
-3
10.6
120.2
103.7
95.4
A
Kildare & Conover
-2
10.9
1 21 .7
109.7
96.3
A
Kildare & Conover
-1
10.4
123.0
111.4
97.8
A
Ogden & Kildare
-3
10.5
122.1
119.5
97.0
A
Ogden & 'Kildare
-2
10.3
123.6
111.5
97.9
A
Ogden a Kildare
-1
10.5
123.9
112.1
93.4
A
Lot 24/25 Blk. 563
-2
10.8
121.0
T09.2
95.9
A
Lot 24/25 Blk. 563
-1
10.7
124.9
112.8
99.0
9-20-3,
A
Lot 20/21 Blk. 563
-2
11.2
122.8
110.4
96.9
A
Lot 20/21 Blk. 563
-1
10.3
1 24.6
112.4
98.7
A
Lot 13/19 Blk. 563
-2
10.5
124.3
112.5
93.8
A
Lot 13/19 Blk. 563
-1
10.6
121.6
109.9
1_96.35
A
Lot 16/17 Blk. 563
-2
10.7
123.9
111.9
98.3
A
Lot 16/17 Blk. 563
-1
11.3
123.4
110.9
97.3
B
Lot 14/15 Blk. 563
-2
10.7
118.3
106.9
97.1
Remark
U LVL I't/ 1 J U I h. JVJ
13
-- ��siii';i1��1TiiT:�.7F.�1ii UFA
2 MA
PITTSBAW �� I�G'L7iB1, ORATORY
DISTRICT MANAGER
ZV_STIN S PITTSBURGH TESTING LABORATORY FORM NO. 49 REV.
'"s
,s A'46
frO9 ESTABLISHED 1881 CLASS 11A11
9
z PITTSBURGH, PA.
A Order No. MA 2740
r AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS
P by ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS, AND AUTHORIZATION Report No.
y yEP \y FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
C P, �` OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. Client's No.
RSAND
REPORT OF IN-PLACE SOIL DENSITY TESTS Lab No:' 83
Client General Development Corporation, 1111 S Bayshore Drive, Miami, Florida 33131 _
Project Sebastian Highlands, WR 3,063
Soil Description A) Gray sand & hardpan mixture B) Light qray and broom sand
11.4
Max. Dry Density G) 110.1 lbs./cu. ft. Optimum Moisture 11 .5 % Method of Test AASHTO T180
DATE OF
TEST
TEST
NO.
T E S T LOCATION
ELEV.
FT.
LIFT
NO.
FIELD
MOISTURE
%
IN-PLACE DENSITY
(LBS./CU. FT.)
a
COMPACTION
WET
DRY
10-204M
A
Lot 15/16 131 k. 552
-3
10.5
119.8
103.4
95.2
A
Lot 15/16 Blk. 552
-2
10.2
120.9109.7
96.3
A
Lot 15/16 131 k. 552
-1
10.6
121.6
109.9
96.5
A
Lot 13/14 Blk. 552
-3
10.3
1 21.4
109.6
96.2
A
Lot 13/14 Blk. 552
-2
10.4
120.2
103.9
95.6
A
Lot 13/14 Blk. 552
-1
10.9
122.8
110.7
97.2
A
Lot 11/12 131k. 552
-3
10.4
122.9
111.3
97.7
A
Lot 11/12 Blk. 552
-2
11.0
123.2
111.0
97.4
A
Lot 11/12 Blk. 552
-1
10.8
123.8
111.7
93.1
10-21-00
B
Lot 3/4 Blk. 552
-3
10.8
118.4
106.8
97.0
B
Lot 3/4 Blk. 552
-2
10.7
117.1
105.8
96.1
B
Lot 3/4 Blk. 552
-1
10.5
116.4
105.3
95.7
10-13-20
B
Conover & Kildare
-3
11.3
117.3
05.
96.1
B
Conover & Kildare
-2
11.2
113.9
1 06.9
97.1
B
Conover & Kildare
-1
10.4
118.2
107.1
97.2
� �-- -� • _ . �iiOl�s■�'1.7�ii��1T.�T:�ar.��us.� �t�\� .��•,I�.-��
2 MA
PITTSBURGH TESTING LABORATORY
DISTRICT MANAGER
`E5T1NG IPITTSBURGH TESTING LABORATORY FORM 49 REV.
ga
,NsQ
ESTABLISHED 1881
CLASS 11 A11
z C3
PITTSBURGH, PA. Order No. MA 2740
T AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES. ALL REPORTS
P by ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION Report No.
tiC
gEP �y FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
PE ��(� OUR REPORTS 13 RESERVED PENDING OUR WRITTEN APPROVAL. Client's NO.
"RSAND G
Lab NO: 3�,
REPORT OF IN-PLACE SOIL DENSITY TESTS
Client General Development Corporation, 1111 S Bayshore Drive, Miami, Florida 33131
Project Sebastian Highlands, 11R 3364
Soil Description Gray sand i hardpan mixture
Max. Dry Density 113. lbs./cu. ft. Optimum Moisture 11 .11 % Method of Test iV- PITO TI 20
DATE OF
TEST
Remark
TEST
NO.
T E S T LOCATION
ELEV.
FT.
LIFT
NO. JMOISTURE
FIELD
I
IN-PLACE DENSITY
(LB S./ CU. FT.)
COMPACTION
WET
DRY
15 Lot 15 Blk.
-3
n
22
o6
of 15 Bl k. 15
-2
n
1 '-3
1 09
Lot 15 31k. 15
-
72I-7
1 10-9
-27-4—
" 4
Remark
2 NA
�ir]'F..1MlhDl��' <tfiilt:��rw«us.��..n.��
A . • i-. i
PITTSBURGH TESTING LABORATORY
DISTRICT MANAGER
PITTSBURGH TESTING LABORATORY FORM NO. 49 REV.
y ESTABLISHED 1881
9
Z PITTSBURGH, PA.
T AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OU R9 ELV ES, ALL REPORTS
ARE SUBMITI-ED AS THE CONFIDENTIAL PROPERTY OF CLIENTS, AND AUTHORIZATION
FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
SANO�
OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL.
g
REPORT OF IN-PLACE SOIL DENSITY TESTS
CLASS "A"
Order No. MA 2740
Report No. _
Client's No.
Lab No:
Client General Development Corporation, 1111 S. Bayshore Drive Miami Florida 33131
Project Sebastian Highlands, IIp 3,3361-01
85
Soil Description A) Gray . -sand harden mixture 5) Brovin sand
A 113.9 11.4
Max. Dry Density B 109.9 lbs./cu. ft. Optimum Moisture 11 .6 o Method of Test /IIICHTO T120
DATE OF
TEST
TEST
NO.
T E 5 T LOCATION
EFT./
NIOT
FIELD
MOISTURE
IN-PLACE DENSITY
(LBS./CU. FT.)
COMPACTION
WET
DRY
10-22-10
A
Lots 1 thru 4 Bl k. 559
Grade
11.3
124.6
111.9
91, 2
A
Lots 5 thru 0 Blk. 559
Grade
11.0
123.7
111.4
97.3
A
Lots 9 thru 11 Blk. 559
Grade
11 1
123 0 __11_1
7 1
97.2
A
Track S
Grade
10.9
122.3
110.7
97.2
A
Lots 12 and 13, Blk. 559
Grade
10.8
122.0
110.1
96.7
10-23-<0
B
Lots 14 and 16, Glk. 559
Grade
10.5
116.4
105.3
95.9
A
Lot 5 131k. 550
Grade
10,5
122.6
110.9
97.4
Remark
2 MA
I
lu
PITTSBURGH TESTING LABORATORY
La
DISTRICT MANAGER
-,t -STI "GI PITTSBURGH TESTING LABORATORY FORM NO. 49 REV.
�Z �iySq'4e
f^0� ESTABLISHED 1881 CLASS "All
9
a PITTSBURGH. PA.
r AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS Order No. MA 2740
ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS, AND AUTHORIZATION Report No.
'v0 EP �y FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
PE ��f� OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. Clients No.
�gSAND L
REPORT OF IN-PLACE SOIL DENSITY TESTS Lab No:' 87
Client General Development Corporation, 1111 S Bayshore Drive, Miami, Florida 33131
Project Sebastian Highlands, WR 3864
Y
Soil Description
Gra sand & hardpan mixture
Max. Dry Density 113.9 lbs./cu. ft. Optimum Moisture 11 .4 % Method of Test AASHTO T180
DATE OF
TEST
TEST
NO.
T E S T LOCATION
ELEV.
FT.
LIFT
NO.
FIELD
MOISTURE
Z
IN-PLACE DENSITY
(LBS./CU. FT.)
9
COMPACTION
WET
DRY
10-21-
0
Lot 23/24 Elk. 564
-3
10.5
123.4
111.7
98.1
Lot 23/24 Blk. 564
-2 1
110.7
122.9
111.0
97.5
Lot 23/24 131k. 564
-1
11.1
124.9
112.4
98.7
Lot 21/22 Blk. 564
-3
10.9
122.0
110.0
96.6
Lot 21/22 Blk. 564
-2 1
10.6
123.7
111.8
198.2
Lot 21/22 Blk. 564
-1
10.£3
121.4
109.6
96.2
Lot 20 Blk. 564
-3
10.5
122.9
111.2
97.6
Lot 20 Blk. 564
-2
10.6
121.1
109.5
96.1
Lot 20 Blk. 564
-1
10.4
122.8
111.2
97.6
10-22-
0
Lot 13/19 Blk. 564
-3
10.5
120.7
109.2
95.9
Lot 13/19 131k. 564
-2
10.51
122.6
110.9
97.4
Lot 18/19 E1k. 564
-1
10.7
120.9
109.2
95.9
Lot 16/17 alk. 564
-3
10.5
121.7
110.1
96.7
Lot 16/17 Blk. 564
-2
10.4
121.4
110.0
196.6
L -F
I Lot 16/17 Blk. 564
-1
10.011
22.7J;r1
OF�J97.2
Remark
1 F 11nyri 1815 28th Street Vern Reach, Fla. 12980 -
2 MA
PITTSBURGH TESTING LABORATORY
DISTRICT MANAGER
FORM N0.49 REV.
PITTSBURGH TESTING LABORATORY
f f09 ESTABLISHED 1881 II 11
T♦ o n CLASS A
I—J Z A A
CPITTSBURGH, P. .� order No. MA 2740
r AS A MUTUAL PROTECTION TOCLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS
PI'hy 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.
�RSANG
Lab No : 89
REPORT OF IN-PLACE SOIL DENSITY TESTS
Client General Development Corporation, 1111 S. Bayshore Drive Miami Florida 33131
Project Sebastian Highlands, l!R 3364
Soil Description A) Brown s
A)109.9
Max. Dry Dens i
B
11.6
lbs./cu. ft. Optimum Moisture 11 -�i % Method of Test A S11TO T120
DATE OF
TEST
TEST
NO.
T E S T LOCATION
ELEV.
FT.
LIFT
NO.
FIELD
MOISTURE
IN-PLACE DENSITY
(LBS./CU. FT.)
7
COMPACTION
WET
DRY
10-24-0
A
Lot 2/3 Blk. 564
-9
10.5
118.6
Q
A
t-ot 2/3 31 k. 564
-1
10.9
1 18
6
117.0
A
Lot 4/5 Qlk. 564
-
11.4
117.5
C)
A
Lot 4/5 alk, 564
-1
10.8
117.2
105
96
10-25-20
A
Lot 6/7 Blk. 564
-
10 8
119.4
10 7 . 2,
`2,
A
Lot 6/7 Blk. 564
-1
10.7
118,0
106.6
97.0
A
Lot 81/9 alk. 564
-
11.4
119.2
107.0
97.4
A
Lot 8/9 Blk. 564
-1
10.6
117.7
106.4
96.3
B
Lot 10/11 Blk. 564
-2
10.6
121.0
109 4
96.0
B
Lot 10 11 Blk. 564
-
10.0
1 21.2
110.1
96.7
..
2 MA
EAST COAST ENGINEERING
PITTSBURGH TESTING LABORATORY
DISTRICT MANAGER
jESTIN S PITTSBURGH TESTING LABORATORY FORM NO. 49 REV.
f rO9ESTABLISHED 1881 CLASS 11 A11
9
Z PITTSBURGH, PA. order No. MA 2740
r AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS
ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS, AND AUTHORIZATION Report No.
C EP �y 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:' 90
Client General Development Corporation, 1111 S Bayshore Drive, Miami, Florida 33131
Project Sebastian Highlands, IIR 3261
Soil Description A) Gray sand i hardpan mixture R) Rrn+m sand
Max. Dry Density AL113 .9 lbs./cu. ft. Optimum Moisture U 4 % Method of Test AASHIQ Tl gn
DATE OF
TEST
TEST
NO.
Iu y
T E S T LOCATION
LEI
E.
FT.
FT
LIFT
N0.
FIELD
MOISTURE
a
IN-PLACE DENSITY
(LBS./CU. FT.)
�
COMPACTION
WET
DRY
10-26-8
n
-1
10.9
121.4
109.5
96.1
B
lot ?1124 51k 0
-2
10.2
116.3
106.0
96.4
a Bill 17-501
_
10.6
117.2
106.0
96.4
-2
11.3 1
120.0
107.8
98.0
B
Int 99 550
_
10.4
117.6
106.5
96.9
Dn
11.2
113.1
106.2
96.6
,)
-1
10.9
116.3
105.3
95.8
B
Lot 17/1,q 11 l
_2
11.0
117.7
106.0
96.4
B
Lot 171110) T111 S q
-1
11.1
117.4
105.7
96.1
2 MA
PITTSBURGH TESTING LABORATORY
w.
DISTRICT MANAGER
IESTINgI PITTSBURGH TESTING LABORATORY FOFM NO. 49 REV.
E^�9 ESTABLISHED 1881
9 CLASS "A"
PITTSBURGH, PA. order No. MA 2740
2 AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES, ALL REPORTS
P1'tiy ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS, AND AUTHORIZATION Report No.
,O goo �y FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. Client's N0.
SAND N
REPORT OF IN-PLACE SOIL DENSITY TESTS Lab No:' 91
Client General Development Corporation, 1111 S. Bayshore Drive, Miami, Florida 33131
Project Sebastian Highlands, 10R 3363
Soil Description Gray sand & hardpan
Max. Dry Density 113.9 lbs./cu. ft. Optimum Moisture 11.4 % Method of Test AASHT0 T130
DATE OF
TEST
TEST
N0.
T E 5 T LOCATION
ELEV.
FT.
LIFT
NO.
FIELD
MOISTURE
IN-PLACE DENSITY
(LBS./CU. FT.)
;
COMPACTION
WET
DRY
10 -?5-
0
Lot 11/12 Dlk. 563
-2
10.4
121.7
°
Lot 11112 Blk. 563
_
1^.0
120.4
109.4
96.0
Lot 9/10 Blk. 563
-?
10.5
121.E
110,0
96.6
Lot 9110 Blk. 563
-
10.7
122-9-
111.0
97.5
Lot 7 13 Bl k. 563
-2
10.5
123.0
Lot 7Z8 Blk. 563
-1
10.3
121.9
110.0
_96,6
Harris & Kildare
-2
11
124
2 2
Harris & Kildare
-1
10.3
122.3
110.4
96.9
10-26--0
Lot 30 Blk. 559
-2
10.6
123.9
112.3
98.4
Lot 30 Blk. 559
-1_.
10.8
124.0
1111.9
93.2
Lot 29 31k. 559
-2
10.2
119.8
1108.7
95.4
Lot 29 Blk. 559
-1
10.9
123.3
111.2
97.6
Lot 27/23 Dlk. 559
-2
10.4
121.7
110.2
96.3
Lot 27/22 Blk. 559
-
q
°
Lot 25 26 B1k. 559
-'
`�
Remarks l ech :
• • • •_-•-----•- S 1
2 MA
bar Blvd
PITTSBURGH TESTING LABORATORY
DISTRICT MANAGER
PITTSBURGH TESTING LABORATORY FORM NO. 49 REV.
ESTABLISHED 1881
9
Z a PITTSBURGH, PA.
= ASA MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS
PO by ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS, AND AUTHORIZATION
FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDI NO
rgSANO���� OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL.
REPORT OF IN-PLACE SOIL DENSITY TESTS
CLASS "A"
Order No. MA 2740
Report No. _
Client's No..
Lab No:'
Client General Development Corporation, 1111 S Bayshore Drive, Miami, Florida 33131
Project Sebastian Highlands, UR 3861-01
Soil Description Gray sand & marl MiXtUre
Max. Dry Density 114.1 lbs./cu. ft. Optimum Moisture 10-8 % Method of Test AASllln 113n
:J 2
DATE OF
TEST
TEST
NO.
T E S T LOCATION
ELEV.
FT.
LIFT
NO.
FIELD
MOISTURE
%
IN-PLACE DENSITY
(LBS./CU. FT.)
%
COMPACTION
WET
DRY
10-27-30
Lot 11 Blk. 563
Grade
10.5
123.9
112.1
98.3
Lot 7 Blk 563
G rade
10.4
121.4
109.9
96.4
Lot 3 Blk 563
Grade
10.7
124.7
112.6
98.7
Lot 15 Blk. 564
Grade
10.4
124.8
113.0
99.1
_Lldt' 19 Bl k. 564
Grade
10.8
122.7
110.7
97.0
Lot 23 Blk. 564
Grade
10.6
123.3
111.5
97.7
10-23-M
Lot 12 Blk. 564
Grade10.4
122.3
110.8
97.1
Lot 8 Blk. 564
Grade
110.8
120.7
108.9
95.5
Lot 3 Bl k. 564
Grade
10.5
19.9
108.5
95.1
Lot 17 Blk. 559
Grade
10.2
19.7
108.6
95.2
Lot 21 Blk. 559
Grade
10.7
121.8.
110.0
96.4
Lot 24 Glk. 559
Grade
10.1
120.3
109.7
96.1
Lot 23 Blk. 559
Grade
10.9
23.0
111.1
97.4
2 MA
PITTSBURG ESTING LABORATORY
w.
DISTRICT MANAGER
1vSTING I PITTSBURGH TESTING LABORATORY FORM NO. 49 REV.
Z INS.. gb
frO9 ESTABLISHED 1881 CLASS "A"
9
Z C, PITTSBURGH, PA.
r order No. MA 2740
AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS
P`tiy 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.
SAND
REPORT OF IN-PLACE SOIL DENSITY TESTS Lab No:' 93
Client General Development Corporation, 1111 S Bayshore Drive, Miami, Florida 33131
Project Sebastian Highlands, LIR 1361-01
Soil Description Gray sand & marl mixture
Max. Dry Density 114.1 lbs./cu. ft. Optimum Moisture 10.0 % Method of Test AASHTO T1^0
DATE OF
TEST
TEST
NO.
T E S T LOCATIONFT
ELEV.
.
LIFT
NO.
FIELD
MOISTURE
%
IN-PLACE DENSITY
(LBS./CU. FT.)
%
COMPACTION
WET
DRY
10-24-0`0
Lot 15 Bl k. 563
Grade
110.8
123.6
111.5
97.7
Lot 19 B1 k. 563
G rade
Lot 23 Blk. 563
Grade
Lot 11 131k. 562
Gradel
10.7
R 21 8
110.0
96.4
Lot 7 Blk. 562
Grade l
10.4
123.7
112-0
-9R-2
Lot 3 Blk. 562
Grade
10.2
123.0
110.9
97.2
-25-e
Lot.1 131k. 563
Gradel
11.1
124-6
112-1
Oq-?
Lot 12 131k. 559
Grade
11.2
124.0
111.5
97.7
Lot 40 Blk. 562
Grade
10.6
123.0
111.4
97.6
Lot 11 Blk. 559
Grade
110.8
122.1
110 2
96.6
Lot 17 Blk. 561
Grade
.10
.7
121.4
1 9
96.1
G-26-3.
Lot 7 Blk. 559
Grade
05-4
Lot 3 131k. 558
rade
10.4
21.4
109-9
96.4
Lot 2 Blk. 559
Gr
0
��Mwmualgl
L PIH
.Jw. -
PITTSBURGH TESTING LABORATORY
w.
DISTRICT MANAGER
PITTSBURGH TESTING LABORATORY FORM N0.49 REV. -MA
/P \9 ESTABLISHED IBBI
A O
a 3901 N.W. 29TH AVE., MIAMI, FLA. 33142
r
AS A MUTUAL PROTECTION TOCLIENTS. THE 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.
O
CLASS "A"
Order No. MA 4406
Report No. _
Client's No.
REPORT OF IPI -PLACE SOIL DENSITY TESTS Lab No: 380
Client General Development Corp... 1111 S Bayghore Drive , Miami, FL 33131
Project Sebastian Highlands, w/r 3861
Soil Description Gray sand & hardpan
Max. Dry Density 110.9 lbs./cu. ft. Optimum Moisture 11.0 % Method of Test AASHTO T190
DATE OF
TEST
TEST
NO.
T E S T LOCATION
ELEV.
FT.
LIFT
NO.
FIELD
MOISTURE
o
IN-PLACE DENSITY
(LBS.�cU. FT.)
r.
COMPACTION
WET
DRV
9/7/32
N. side of pipe on Schumann Dr. & Schumann
-10
0.3 1
121.3
110.0
99.2
Water way E. side
N. side of pipe on Schumann Dr. & Schumann
-10
9.9
119.3
109.0
98.3
waterway 41. side
N. side of pipe on Schumann Dr. & Schumann
-8
10.8
121.5
109.7
98.9
waterway E. side
N. side of pipe on Schumann Dr. & Schumann
-8
10.8
121.0
109.2
98.5
waterway W. side
N. side of pipe on Schumann Dr. & Schumann
-6
10.7
122.0
110.2
99.4
waterway E. side
N. side of pie on Schumann Dr. & Schumann
-6
10.2
1721.0
109.8
99.0
I
waterway W. side
N. side of pipe on Schumann Dr. & Schumann
-51-
11.1
122.8
110.6
99.7
waterway
II 11 11 11
-5
11.0
�121.7
109.7
98.9
-4
10.0
119.6
108.7
93.0
II II
-3
10.4
1121.3
109.9
99.1
II 11 11-2
10.9
1123.2
111.1
100.2
11 "
-1
0.0
120.3
109.3
93.6
11 If It it
Grade
0.5
121.4
109.9
99.1
Remarks The above tests meet the required 98% of max. density
Technician• J. Cornell
cc v LC1 iQnt_,Attni Engr - Dept
Lucie 80-5: -Fed ,
1 PTI Tprh , Pt Maaahar
1 City.1 erk_,_City of Sebastialm,-PO--Box 127, Seba-statin,-F32;5 -
Aft 1 Cit En ine 322.58--Attn4--R-i*-L4-oyd
MW 2 MA
PITTSBURGH TESTING LABORATORY
A�_
DISTRICT MANAGER
PITTSBURGH TESTING LABORATORY FORM NO 49 REV. -MA
�> F V
J :,9
ESTABLISHED 1881
A 3901 N.W. 29TH AVE., MIAMI, FLA. 33142
o <
= ASA MUT AL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS
o by ARE SUBMIUTTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS, AND AUTHORIZATION
C� �y FOR PUBLICATION OS OR EXTRACTS
F STATEMENTS. CONCLUSIONFROM OR REGARDING
.. k OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL.
REPORT OF IN-PLACE SOIL DENSITY TESTS
Client General Development Corp-, 1111 S Rayshnre Drive , Miami, F1 33131
project Sebastian Highlands, w/r 3861
CLASS "A"
order No. MA 4406
Report No.
Client's No.
Lab No : 386
Soil Description Gray sand & hardpan
Max. Dry Density 110.9 Ibs./cu. ft. Optimum Moisture 11.0 % Method of Test AASNT(1 T1Rn
DATE OF
TEST
TEST
NO.
T E 5 T LOCATION
ELEV.
FT.
LIFT
N0.
FIELD
N1 OISTURE
%
IN-PLACE DEN
(LBS./CU. FT.SITY )
a
COMPACTION
WE7
ORV
9/10/8
South section of pipe on Schuman Dr. &
-9
110,Q
1?1_q linq
q
qq _I—
S waterway
-9
110.6
109
"
-7
10 5
121-2
inq-7
92 q
F"
-7
10 0
120-5
109-6
92-2
9/13/82,
-5
"
-5
10.5
121.9
II
41,
"
4
10.6
122.2
110.5
99
9/14/82
3
F111.1
1
II
2
"
1
11.2
109-3
91-6
11
rradJ
'jo-7
121-q
lin I
qg i
i
Remarks The above tests meet the requirdd 93% of max, density -
Technician: __
nsi yTechnic' J. Cornell
cc: l Client, A _tn � Fngr D
io--E e ,
I PTI Te�h _-Pt Malabar
I City Clprk. City of
hasian, FD Bex ?�7� Sebasian� ��245°
1 City Engineer, tity of Sebastian, P-0. Pox 127 Sea s_t ., 3 d
2 MA
PITTSBURGH TESTING LABORATORY
1. )•
DISTRICT MANAGER
PITTSBURGH TESTING LABORATORY FORM NO 49 REV. -Ma
f V�
ESTABLISHED 1881
p 3901 N.W. 29TH AVE., MIAMI, FLA. 33142
d r < ASA MUTUAL PROTECTION TO CLIENTS, THE 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
E
'?SAN
OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL.
REPORT OF IN-PLACE SOIL DENSITY TESTS
Client General Development Core 1111 S Bayshnre Drive_- Miami GI 331*11
pro ie,t Sebastian Highlands. w/r 1861
Soil Description Gray sand & hardpan
CLASS "A11
Older No. MA 4406
Report No.
Client's No.
Lab No: 401
Max. Dry Density 110.9.. lbs./cu. ft. Optimum Moisture 11-0 % Method of Test AASHTn Tian
DATE OF
TEST
TEST
NO.
T E S T L O C A T I O N
ELEV.
FT.
LIFT
NO.
FIELD
AI OISTURE
%
IN-PLACE DENSITY
(LBS./CU. FT.)
COMPACTION
WET
DRY
9/16/82
Rd- crossing Schumann Dr. &
-6"
in 7
121-Q
1101
99-3
Rd. crossing Schumann Dr- & Schumann waterwav
II11
n 1192
u
a
Remarks The above tests meet required 98% of max. densit
Technician* JCornell
cc • 1 C1 iPnt Attn • Fnqr. Dept
-
2 r_1; ie—Eag S.—FedLucte—,+L-33452
PTI Terh Pt Malabar
City CIPrk.1-icity of Sphact; bast -tan -,41-32958
1 City Engineer,City of Sebastian P -n- Pox 127 Sp�hst aa, 3g_g58 ��}rd
2 MA
PITTSBURGH TESTING LABORATORY
DISTRICT MANAGER
PITTSBURGH TESTING LABORATORY FORM NO. 49 REV. -MA
ct �' ESTABLISHED I13e1
9
Z 3901 N.W. 29TH AVE., MIAMI, FLA. 33142
r ASA MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS
by ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS, AND AUTHORIZATION
yC aE4�\� FOR PUBLICATION OF STATEMENTS. CONCLUSIONSOR EXTRACTS FROM OR REGARDING
_.aE. OUR REPORTS IS RESERVED PENDING 0 U WRITTEN APPROVAL.
CLASS "A"
Order No. MA 4406
Report No. -
Client's No
REPORT OF IN-PLACE SOIL DENSITY TESTS Lab No: 402
Client General Development Corp., 1111 S Ray -shore Drive-, Miami . F1 33111
Proiect Sebastian Highlands, w7r 3861 -
Soil Description Gray sand & hardpan
Max. Dry Density 110.9 lbs./cu. ft. Optimum Moisture 11 .0 % Method of Test AASHTO T180
DATE OF
TEST
TEST
N0.
TEST LOCATION
ELEV.
FT.
LIFT
NO.
FIELD
AI OISTURE
7
IN-PLACE DENSITY
(LBS.�CU. FT.)
a
COMPACTION
WET
DRY
9/17/ 82
Outfall pipe, Schumann Dr. & Schumann W W
-2
10.7
118.3
106.9
S. side E. pipe
„ II
"
-1
10.4
117.3
1 06.2
Grade
10.1k17.3
106.6
fOut-allpipe._Schumann Dr. & Schumann W 1l
-2
10.9
119.1
107.4
i
S. side W. pipe
II II
-1
11.3k13.5
106.5
Grade
10.7
117.1
105.8
Outf ll e S h I nn C & chu nn 41 LJ
-3
10.1
1 16.9
106.1
N. side E. pipe
II
-2
10.9
118.6
106.9
II
-1
10.3
117.9
106.9964
II 1t
Grade
11.2
119.7
107.7
�Qutfall pipe., Schumann Dr. & Schumann W W
-3
10.9
118.1
106.5
06.
N. side t•J. pipe
II "
-2
10.0k`16.3
10517
95.3
"
-1
1
10.6
118.9
167.5
96.9
"
10.2
117.7
106.8
96.3
Client,Remarks The ahove tests meet required 95% max. dens:lty
Technician: J. Cornell
nq1-p
.n ..-. i =0'Lucte-,-R33452
I PTI Tech u".
1 Ci City Clerk, an r PO--Box--12-T Sebastian , GL -32-958 -32-958-
1 City Engineer, City of Sebastian, P-0- ox 127 Seahctian FI 322•FSI t4-eyd
2 MA
PITTSBURGH TESTING LABORATORY
�.klps`fit
DISTRICT MANAGER
CLASS "D"
ZESTING� PITTSBURGH TESTING LABORATORY
HsA"g6
f
01-PESTABLISHED 1881
z90 PITTSBURGH PA
FORM NO. 49 REV.
MA 2740
a 1 Order No.
= AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS
Pby 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.
fASANO
REPORT OF IN-PLACE SOIL DENSITY TESTS Lab No: 976
General Development Corporation, 1111 S. Bayshore Drive, Miami, Florida 33131
Client
Project Sebastian Highlands WR 3861
Soil Description A) Light gray sand B) Brown sand
Max. Dry Density B 109.9 lbs./cu. ft. Optimum Moisture 11.6
o Method of Test
AASHTO T180
GATE OF
TEST
TEST
NO.
T E S T LOCATION
ELEV.
FT.
LIFT
N0.
FIELD
MOISTURE
7.WET
IN-PLACE DENSITY
(LFL.)
T
COMPACTION
DRY
8-14-80
A
Lots 41 thru 43 Blk. 552
Grade
10.8
112.6
101.6
96.6
A
Lots 39 and 40 Blk. 552
10.7
111.7
100.9
95.9
B
Lots 18 Blk. 558
10.1
115.2
104.6
95.2
B
Lots 32 & 33 Blk. 552
10.4
116.6
105.6
96.1
B
Lots 34 & 35 Blk. 552
10.3
116.9
106.0 96.4
8-15-80
B
Lots 36 Blk. 552
9.9
115.9
105.4
95.9
Remarks Tech : J . Cornel 1
yen n: r. u a is IV
ien i c e 1 1 L. E I emen s, eis er,or 4aar en ier, e era wy., or ucie, a1
F.Lloyd, 835 20th St., Vero Beach, Fla. 32980
Se astian City Ha 1, Sebastian, Fla.
AK I PIL Tech.
PITTSBURF ffAQ69 ORORA`W
"I )J - 4q_� -
DISTRICT MANAGER
CLASS "A"
ZESTING� PITTSBURGH TESTING LABORATORY
�� Ihs�'4g0
f^9
9 ESTABLISHED 1881
O �
FORM NO. 43 REV.
Z PITTSBURGH, PA. order No. MA 2740
try AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS
`r P ti ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS, AND AUTHORIZATION Report No.
FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
•vr R` N�t� OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. Clients No.
f8SANO` Lab No: 986
Client
Project
REPORT OF IBJ -PLACE SOIL DENSITY TESTS
General Development Corporation, 1111 S. Bayshore Drive, Miami, Fla. 33131
Sebastian Hiqhlands WR 3863-01
Soil Description A) Gray sand & hardpan mixture B) Brown sand
Max. Dry Density B 109.9 lbs./cu. ft. .Optimum Moisture 11.6 % Method of Test
AASHTO T180
DATE OF
TEST
TEST
N0.
T E S T LOCATION
LE
FT.
EFT.
N0. LIFT
FIELD
MOISTURE
yo
IN-PLACE DENSITY
ILBS.�CU. FT.)
COMPACTION
WET
DRY
8-25-80
A
Lot 33/34 Blk. 552
-1
11.6
125.4
112.3
98.6
A
Lot 35/36 Blk. 552
-1
11.2
121.8
109.5
96.2
A
Indian & Harris
-2
11.1
1 22.0
109.8
96.5
A
Indian & Harris
-1
11.3
122.4
109.9
96.6
8-26-80
A
Harris & Alameda
-2
12.6
122.3
108.6
95.4
A
Harris & Alameda
-1
10.0
123.0
111.8
98.1
8-27-80
B
Indian & La Playa
-2
11.7
119.7
107.1
97.5
B
Indian & La Playa
-1
8.8
118.3
108.7
98.9
A
Lot 27/28 Blk. 552
-2
13.0
123.3
109.1
195.8
A
Lot 27/28 Blk. 552
-1
12.5
122.3
109.8
96.4
A
Lot 31/32 Blk. 552
-2
10.0
121.2
110.2
96.8
A
Lot 31/32 Blk. 552
-110.1
122.8
111.5
97.9
B
Lot 25/26 Blk. 552
-2
9.2
115.4
105.7
96.2
B
Lot 25/26 Blk. 552
-1
11.9
120.3
107.5
97.8
B
Lot 23/24 Blk. 552
-2
8.6
116.3
107.1
97.4
Remarks Tech: J. Cornell
1 Client, Attn: Mr.
Client, c e
en i er, _
1 F. Lloyd, 1835 20
1 Sebastian City Ha
Tech.
aulDaiis
emen s, eis er, 1120 Po
.Federal wy., Port St. Lucie, Fla.
i St., Vero Beach, Fla. 32980
1, Sebastian, Florida
32905
PIT TS CM WGIMIRIMRY
DISTRICT MANAGER
CLASS "A"
JE5T1"j7 1 PITTSBURGH TESTING LABORATORY FORM NO. 43 REV.
q
ESTABLISHED 1881
by 09�
PITTSBURGH, PA. MA 2740
a 2 Order No.
AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS
S P 1y ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS, AND AUTHORIZATION Report No.
pEl�.f'l FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
FRS ANO�OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. Clients No.
REPORT OF IN-PLACE SOIL DENSITY TESTS Lab No: 987
Client General Development Corporation, 1111 S. Bayshore Drive, Miami, Fla. 33131
Project Sebastian Hi qhl ands WR 3863-01
Soil Description
Max. Dry Dens i
A Gray sand & hardpan mixture
B 109.9 lbs./cu. ft. Optimum Moisture
B Brown sand
11 .6 0 Method of Test AASHTO T180
DATE OF
TEST
TEST
NO.
T E S T LOCATION
FT.
EFT.
LIFT
NO.
FIELD
,d 015TURE
Q
IN-PLACE DENSITYLEV
ILe S./CU, FT.)
.,
COMPACTION
WET
DRY
8-27-80
B
Lot 23/ 24 Blk. 552
-1,
11.2
120.5
108.3
98.6
8-28-80
B
Lot 16/17 Blk. 557
-2�
13.4
122.3
107.8
98.0
A
Lot 16/17 Blk. 557
-1
11.9
126.2
112.7
98.9
B
Lot 14/15 Blk. 557
-2
13.3
119.8
105.7
96.2
B
Lot 14/15 Blk. 557
-1
10.7
115.7
104.5
95.1
B
Lot 12/13 Blk. 557
-2
10.7
116.7 1
105.4
95.9
8-29-80
B
B
Lot 12/13 Blk. 557
Lot 21/22 Blk. 557
-1
-2
9.1
12.6
115.Oj
120.0
105.4
106.5
95.9
96.9
A
Lot 21/22 Blk. 557
-1
12.6
125.7
111.6
98.0
B
Lot 19/20 Blk. 557
13.9
119.5
104.9
95.5
B
Lot 19/20 Blk. 557
F-2
12.0
122.0
104.9
99.1
B
Lot 17/18 Blk. 557
-2
12.6
119.5
105.2
95.7
B
Lot 17/18 Blk. 557
-1
12.3
122.0
109.5
99.6
A
Alamedo & Playa
-2
12.7
125.8
111.6
97.9
9-2-80
1 A
I Alamedo & Playa
-1
11.9
128.1
114.4
100.4
Remarks Tech: J. Cornell -
1 Client, Attn: Mr. Gulbalis
lent,c e emen s, eis ler, Port a t� 32905
i er, e era w Port St. Lucie Fla. 3345
en
1 F. Lloyd, 1835 20th St., Vero Beach, Fla. 32980
1 Sebastian City Hall, Sebastian, Florida
PITTSBURGH TESTING LABORATORY
Z COAST ENGINEERING
DISTRICT MANAGER
CLASS "A"
jESTINg� PITTSBURGH TESTING LABORATORY FORM NO. 49 REV.
'g
,s INso6
FrO'fl ESTABLISHED 1881
0 9+
Z PITTSBURGH, PA. MA 2740
Order No.
AS A MUTUAL PROTECTION TOCLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS
P t ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS, AND AUTHORIZATION Report No.
�•,�
FOR PUBLIC
pEyE��\� OUR REPORTS IS RESERVED PENDING ENDING ODUR WRITTEN EXTRACTS REGARDING
APPROVAL. Clients N0.
SAN G�
REPORT Of I'll -PLACE SOIL DENSITY TESTS Lab No: 988
Client General Development Corporation, 1111 S. Bayshore Drive, Miami, Fla. 33131
Project
Sebastian Hiahlands 3863-01
Soil Description
Max. Dry Dens i
A) Gray sand & hardpan mixture
B 109.9 lbs./Cu. ft. Optimum Moistu
B) Brown sand
11.4
11.6 % Method of Test AASHTO T180
DATE OF
TEST
TEST
NO.
T E S T LOCATION
EFTV
NIOT
FIELD
MOISTURE
IN-PLACE DENSITY
(LBS./CU. S.�CU. FT.)
COMPACTION
`NET
DRY
9-2 -8
A
Lot 5 BI k. 558
-2
13.0
126.0
111.5
97.9
A
Lot 5 Blk. 558
-1
12.6
126.9
112.6
98.8
B
Lot 27 Blk. 561
-2
13.5
119.0
104.8
95.4
A
Lot 27 Blk. 561
-1
12.6
125.4
111.4
T_
97.7
9-3-80
A
Schuman & Englar
-611
11.9
125.2
111.9
98.2
A
Englar North side
-611
12.3
123.9
110.3
96.8
9-4-80
B
Lot 4/5 Blk. 557
-2
14.2
120.5
105.5
96.0
A
Lot 4/5 Blk. 557
-1
12.6
125.1
112.0
98.3
B
Alamada & Cardinal
-2
10.7
119.0
105.8
96.3
A
Alamada &DCardinal
-1
10.3
120.4
109.1
95.8
A
Lot 6/7 Blk. 557
-2
11.7
124.1
111.1
97.5
A
Lot 6/7 Blk. 557
-1
12.0
125.0
111.6
98.0
B
High & Alamed
-2
11.4
119.9
107.6
97.9
Remark
Tech: J. Cornell
r'l i cin+ A++n - Mr
AIlC
PITTSB TESTING LABORATORY
COMM EN INEERINQ
DISTRICT MANAGER
CLASS "A"
PITTSBURGH TESTING LABORATORY FORM NO. J3 REV.
tV h sq 6�
F r 9 ESTABLISHED 1881
T{ p 9l
f zC3PITTSBURGH, PA. MA 2740
� Order No.
S AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS
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 N�c� OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. Clients NO.
RS ANO
REPORT OF 11'x -PLACE SOIL DDSITY TESTS Lab No: 989
Client General Development Corporation, 1111 S. Bayshore Drive, Miami, Fla. 33131
Project Sebastian Highlands WR 3863-01
Sail Description A) Gray sand & hardpan mixture B) Brown sand
1 .4
Max. Dry Density_B 109.9 lbs./cu. ft. Optimum Moisture 11 .6 % Method of Test AASHTO T180
DATE OF
TEST
TEST
NO.
T E S T LOCATION
ELEV.
FT.
LIFT
N0.
FIELD
MOISTURE
IN-PLACE DENSITY
(L85.�CU. FT.)
COMPACTION
WET
DRY
9-4-8C
A
High & Alamed
-1
11.9
126.3 1110.1
96.7
9-5-8C
A
Lot 3 Blk. 561
-2
11.4
123.5
110.9
97.3
A
Lot 3 Blk. 561
-1
12.8
127.1
112.6
98.8
Remarks Tech: J. Cornell
1 Client, Attn: Mr. Gulbalis
yen . I c e emen s, eis er, Po�33445
a 32905
en i er, e era w Port St. Lucie Fla.
t.
1 F. Lloyd, 1835 20th St., Vero Beach, Fla. 32980
1 Sebastian City Hall, Sebastian, Florida
-T-R-TL Tech.
PITTSBURGH TEST IN VBRQRY
EAST. COASTNGIi�
n lJ
DISTRICT MANAGER
CLASS "D"
BESTING PITTSBURGH TESTING LABORATORY FORM N0.49 REV.
�s '"'iogd0
ESTABLISHED 1881
Z90 PITTSBURGH PA MA 2740
Client
Order No.
cty AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS
H CONFIDENTIAL PROPERTY OF CLIENTS AND AUTHORIZATION Re ort No
? 1 ARE SUBMITTED AS T E O V
FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. Client's No.
REPORT OF M -PLACE SOIL DENT SITY TESTS Lab No: 990
General Development Corporation, 1111 S. Bayshore Drive, Miami, Florida 33131
Project
Sebastian Highlands WR 3861 - 01
Soil Description Gray sand & hardpan mixture
Max. Dry Density -113.9 lbs./cu. ft. Optimum Moisture 11.4 % Method of Test AASHTO T180
DATE OF
TEST
TEST
NO.
T E S T LOCATION
EFT.
FT.
IFIELD
LIFT
N0.
MOISTURE
IN-PLACE DENSITY
(LBS./CU. FT.)
COM aac TION
WET
DRY
9-6-80
Lot 7 Blk. 556
Grade
110.9
123.8
111.6
98.0
Lot 2 & 3 Blk. 557
11
11.2
122.9
110.5
97.0
Lot 4 & 5 Blk. 557
"
11.5
122.0
109.4
96.1
Lot 6 & 7 Bl K. 557
11.3
121.6
109.1
95.8
J
v
gASt
OAST UIGINEEWA
Remarks Tech: J. Cornell
Client, n: r. u a is
ien . i c e 6 -men s, S . eis I er, I 12 0 For a a ar Blvd., a m Bay
32905
en i er, e era wy., or uc�e, a.
F.Lloyd, 1835 20th St., Vero Beach, Fla. 32980
e b astian City Ha 11, Sebastian, Fla.
PITTSBURGH TESTING LABORATORY
ga, w - " -
DISTRICT MANAGER
St�IIRV
'S INS �qeO FORM 407 -MA
O
19 C3 PITTSBURGH TESTING LABORATORY
9
< 3901 KW. 29th AVENUE. MIAMI, FLORIDA 33142 CLASS "A
II
,yfFgSANO�ARE SUBMITTED RASETHE OCONFIOENTIAL PROPERTY IOFTO CLIENTS, THE PUBLCACLIIENTS. ANDSAUTHORIZAT ND OURSELVE. ALL REPORTS
ON
(� FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
1�1A 2740 OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. 94
ORDER No. LABORATORY No.
CLIENT'S No.
Pi
REPORT
OF
FLORIDA BEARING VALUE
CLIENT: General Development Corporation
1111 S. Bayshore Drive
Miami, Florida 33131
PROJECT: Sebastian Highlands WR 3361-01
On October 24 thru 27, 1980 a Pittsburgh Testing Laboratory representative sampled
the stabilized subgrade under the curb on the above referenced project. The location
and results of these tests follow:
SAMPLE
LOCATION: LOT
BLOCK
1
15
563
2
23
563
3
19
563
4
11
562
5
7
562
6
3
562
7
12
569
8
1
563
9
40
563
10
11
559
11
17
561
12
7
559
13
3
558
14
2
559
15
11
563
16
7
563
17
3
563
18
15
564
19
19
564
20
23
564
21
12
564
22
8
564
23
3
564
24
17
559
25
21
559
26
24
559
27
28
559
Tech: J. Cornell
FLORIDA BEARING VALUE
88
75
90
85
62
60
77
83
80
92
88
89
96
104
90
80
76
84
79
68
82
89
75
62
�y
t
Dt�
Respectfully submitted,
1 Client, Attn: fir. Gulbalis PITTSBURGH TESTING LABORATORY
3 Cl i ent , T. Mi tche I 1 , L. C1 ements , COAST ENGINEERING
S. Heisler, Palm Bay 32905WT
1 Ken Piller, 8380 S. Fed. Hwy . ,(ilk- LJ.
1 F. Lloyd, 1835 20th St., Vero Bch
1 Sebastian City Hall, Sebastian, Fla John 14. Harl1ee,
1 PTL Tech. Vice President
2 HA
NOY 1 rr 1,JW
CLASS "A"
`ESTI"G� PITTSc3U. _GH TESTING LAE_JF .TORY FORM N0.69 REV.
C',
ESTABLISHED +eel
2 D PITTSBURGH, PA. MA 2740
<
r AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC ANO OURSELVES. ALL REPORTS Order Na.
�y ARE SUBMITTED AS THE CONFIOENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATIOH Report No.
VC c�E �y FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
PE �
'9S AND OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. Clients Na.
�
Lab No: 999
Client
Project
REPORT OF IN-PLACE SOIL DEySITY TESTS
General Development Corporation, 1111 S. Bayshore Drive, Miami, Fla. 33131
Sebastian Hiqhlands 41R 3861-01
Soil Description
Gray sand & marl mixture
Max. Dry Density 114.1 lbs./cu. ft. Optimum Moisture 10.8 o Method of Test
AASHTO T180
DATE Of
TEST
TEST
NO.
ELEV.
T E S T LOCATION I FT.
IFIELO
UFT
NO.
M OISTURE
IN-PLACE DENSITY
-
SET ILeS./CU. FT.)
DRY COMPACTION
9-15-8
Lot 36 Blk. 552 curb subgrade
Grade)
110.7
123.4 1111.5
1
97.7
Lot 34 Blk. 552 curb subgrade
110.5
123.8
112.0
98.2
Lot 31 Blk. 552 curb subgrade
1
110.8
122.8
110.8 (
97.1
1
Lot 28 Blk. 552 curb subgrade 1
" 1
110.4
123.1 1
111.5 197.7
Lot 24 Blk. 552 curb subgrade 110.6
124.0
112.1 198.2
1 Lot 22 Blk. 552 curb subgrade
1
110.61122.1
110.4 1
96.7
Lot 19 Blk. 552 curb subgrade
110.4
123.3
111.7
197.9
Lot 16 Blk. 552 curb subgrade
1 "
1
11.1
124.2
1111.8
1 98.0
9-16-80
Lot 9 Blk. 556 curb subgrade
1
1
110.7
120.6
1108.9
95.5
Lot 12 Blk. 556 curb subgrade
1
10.8
121.0
109.2
1 95.7
Lot 14 Blk. 556 curb subgrade
10.61121.8-
110.1
96.5
Lot 18 Blk. 557 curb subgrade
1
110.7
123.9
111.9
98.1
Lot 21 Blk. 562 curb subgrade
110.8
121.7
109.8
96.2
Lot 26 Blk. 561 curb subgrade
10.4
122.6
111.0
197.3
Lot 10 Blk. 557 curb subgrade
9.91121.4
1 110.5
96.8
LUL O DIN. JUU l.Ul U ODU%JI U
Remarks Tech : W. Cornell
1 Client, Attn: Mr. Gulbalis
Ten c e emen s, Heisler, Port a a ar B vd., Pa'lm'13a 32905
Ken Miller, 8380 S.Federalw ort St.Lucie Fla. 33 5
1 F. Lloyd, 1835 20th St., Vero Beach Fla. 32980
1 Sebastian City Hall, Sebastian, Florida i 0�7-
I
'
UUr - - ---
PITTSBURGH TESTING LABORATORY
cc E3 �rs�NG
DISTRICT MANAGER
CLASS "A"
,EST'"G�PITT,3U. SH TESTING LA_. 3F TORY FORM NO. A9 REV.
9
2Va `y � S^Bp ..
0 F:9 I ESTABLISHED 1881
9
PITTSBURGH, PA. order No. MA 2740
r AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES, ALL REPORTS
�i•rr r�yARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION Report No.
C '•.G L �y FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. Clients No.
qS ANo L
REPORT OF IN-PLACE SOIL DENSITY TESTS Lab No: 997
Client General Development Corporation, 1111 S. Bayshore Drive, Miami, Fla. 33131
Project Sebastian Highlands 4JR 3861-01
Soil Description
Gray sand & marl mixture
Max. Dry Density 114.1
lbs./cu. ft. Optimum Moisture 10.8 o Method of Test AASHTO T180
DATE OF
TEST
No.
T E S T LOCATION
ELEV.
FT.No.COMPACTION
UFT J_FIELD
OITURE'N_PLBSCCUD.FT
)TEST
wET
DRY
9-13-8
Lot 28 Blk. 562 subgrade curb
Grade
110.9
122.3
110.3 (
96.6
Lot 24 Blk. 562 subgrade curb
I I
110.4
120.2
108.9 195.4
b t 21 Blk. 562 subgrade curb
(
10.8
120.8
109.0 195.5
Lot 5 Blk. 557 subgrade curb
10.8
121.7 I__109.8
1
96.3
Lot 9 Blk. 557 'subgrade curb
I or
10.6
121.0
109.4 195.9
Lot 2 Blk. 557 subgrade curb
I
(10.4
122.0 1110.5
96.8
Lot 5 Blk. 561 subgrade curb
I go
110.3
120.9 1109.6
196.1
Lot 1 Blk. 561 subgrade curb
10.4
121.4
110.0
196.4
Lot 7 Blk. 560 subgrade curb
I
I
10.6
121.9
1110.2
1_96.6
Lot 11 Blk. 557 subgrade curb
(
10.7
122.0
1110.2
96.6
Lot 14 Blk. 557 subgrade curb
11.1
122.8
1110.5
96.9
Lot 17 Blk. 557 subgrade curb
1
111.0
121.3
109.3
95.8
Lot 1 Blk. 556 subgrade curb
110.9
121.9
109.9
96.3
Lot 4 Blk. 556 subgrade curb
10.7
122.3
110.5
96.8
Lot 7 Blk. 556 subgrade curb
10.5
121.0
109.5
96.0
Remarks Tech: J. Cornell
1 Client, Attn: Mr. Gulbalis
PITTSBURGH TES4TIIIG WRY
,EAST COAST.
OJ
• DISTRICT MANAGER
l,LriJJ h
PITT :.__SU GH TESTING LAL DF TORY FORM NO. 43 REV.
r F%O9 ESTABLISHED 1881
PITTSBURGH. PA.
= AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC ANO OURSELVES, ALL REPORT!
a 1f ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS, AND AUTHORIZATION
FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
._ Rf�NE'� OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL.
REPORT OF IPS -PLACE SOIL DENSITY TESTS
Order No. MA 2740
Report No.
Client's No.
Lab No: 50
Client General Development Corporation, 1111 S. Bayshore Drive, Miami, Fla. 33131
Project Sebastian Highlands WR 3861-01
Soil Description Gray sand and marl mixture
Max. Dry Density 114'1 lbs./cu. ft. Optimum Moisture 10.8
o Method of Test AASHTO T180
DATE OF
TEST
TEST
No.
T E 5 T LOCATION
ELEV.
FT.
LIFT J_F'ELOr
NO.
OITUR
'N_PL85CCUD DENSITY
COMPACTION
wET
DRY
9-17-80
Lot 8 Blk. 556 curb subgrade
Grade
10.81122.6
110.6 1
96.9
Lot 5 Blk. 560 curb subgrade
11.0
122.9
110.7
97.2
Lot 1 Blk. 560 curb subr ade
10.7
122.3
110.4
96.8
Lot 4 Blk. 558 curb subgrade
10.9
123.1
111.0
97.3
Lot 7 Blk. 558 curb subgrade
10.3
121.6
110.2
1 96.6
Lot 10 Blk. 558 curb subgrade
10.5
122.4
110.8
1 97.1
Lot 13 Blk. 558 curb subgrade
110.71121.5
109.8
( 96.2
Lot 15 Blk. 558 curb subgrade
10.8
121.9
1 110.0
1 96.4
Lot 37 Blk. 552 curb subgrade
10.6
122.9
111.1
197.4
Remarks Tech: J. Cornell
1 Client, Attn: Mr. Gulbalis
PITTSBURGH TESTING LABORATOR
E �pAg ENGINEEai G
DISTRICT MANAGER
`ESTIN(,1 PITTSdUi .GH TESTING LAE -JR rORY FORM NO. 49 REV.
49
ESTABLISHED 19e1 U U
z a PITTSBURGH, PA. CLASS A
< M
r AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC ANO OURSELVES. ALL REPORT! order No. A 2740
�y ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY Of CLIENTS. AND AUTHORIZATION Report No.
YC yE' �y FOR PUBLICATION Of STATEMENTS. CONCLUSIONSOR EXTRACTS FROM OR REGARDING
aE• �E.� OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. Client's NO.
sANG �
REPORT OF IN-PLACE SOIL DENSITY TESTS Lab No:' 86
Client General Development Corporation, 1111 S Bayshore Drive, Miami, Florida 33131
Project Sebastian Highlands, I.IR ;,qr)1 n1 -
Soil Description Gray sand u marl
Max. Dry Density 114.1 lbs./cu. ft. Optimum Moisture 10.8 o Method of Test AASHTn T12n
DATE Of
TEST
TEST
NO.
T E 5 T LOCATION
ELEV.
Fr.
UFT
No.
IM
FIELD
OISTURE
IN-PLACE DENSITY
(LBS./CU. FT.)
corrPAcrloH
wET
DRY
10 -23 -JO
Lot 17 Blk. 552 Subarade curb
Grad
124-1
112 2
9S
tot 13 Blk. 552 Sub rade curb
Gradpi
110.P
°
Lot 9 Blk. 552 Sub rade curb
_Z
g
Lot 5 Blk. 552 Sub rade curb-
Gr
I
g
Lot 2 Glk. 552 Subgrade curb
Lot 19 Blk. 562 Sub.rade curb
Grade
10 8
121.3
109.4
95-q
Lot 15 Blk. 562 Sub rade curb
G11n_q'
D
1 nc)
Lot 12 Blk. 562 Subgrade curb
Grade
11.0
121.3
109
Lot 12 Glk. 563 Sub rade curb
Grade
11.1
121.0
ln°
4
Lot 13 Glk. 564 Sub rade curb
Grade
110.5
120.9
109a
95.9
Remarks
• d M r' / • • - • iifLil
2 MA
PITTSBURGH TESTING LABORATORY
DISTRICT MANAGER