HomeMy WebLinkAboutSewer Line Soil DensitySTINGFORM NO, a9 REV.
�49 PITTSBURGH TESTING LABORATORY Class I
a 9
ESTABLISHED 18431
CI
PITTSBURGH, PA.
Order No. MA 3707
AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES, ALL REPORTS
ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS• ANO AUTHORIZATION Report No. _.
FOR PUBLICATION OP STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
' gSANOOUR REPORTS 13 RESERVED PENDING OUR WRITTEN APPROVAL. Client's NO.
Lab No: 487
REPORT OF IN-PLACE SOIL DENSITY TESTS
Client Tpnpral Opvplopmpnt Corporation, 1111 S Raythnre (hive, Miami, FInrida 11,131
Project Sebastian Highlands w/r 3874, Phase 2
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
GATE OF
TEST
TEST
N0.
EL EV.
FT.
T E S T L O C A T 1 0 N 11
UFT
NO.
FIELD
MOISTURE
I
IN-PLACE DENSITY
(LBS./CU. FT.)
'COM RAC TION
wET 7Rv
10-28 1
1 1
Between Manhole 47 and 54 1-2
(10.2
116.6 I105.8
195.8
to
11
2
Between manhole 47 and 54
Fgradel
110.9
117.5 1
106.0!
10-29
3
Between manhole 68 and 67 1"
1
110.51118.4
1107
197-1
" 11
4
1 Between manhole 67 and 66 1"
111.21117.'7
1105.9
195
10-30
5
Between manhole 68 and 69 1"•
110.7
119.9 1108.3
198.1
" ( 6
Between manhole 66 and 65 I"
110.4
118.1
1107.0
196.9
11-2 11 7
(Between manhole 65 and 64
11"
(
19.6
115.1 T105.0
!95
11-6
8
1
Between manhole 85 and 84
I
10.0116.8
1106.2 '96.2
11-5
9
jBietween manhole 84 and 83
1"
110.51118.9
1107.6 1197.5
10-30
11 10
JBetween manhole 83 and 82
1"
9.4
116.6
1106.6 '96.6
11-2
11
lBetween manhole 58 and 59
1
19.8
115.5
1105.2 +95
11-5
12
Between manhole 59 and 60
1110.31117.6
I
1106.6 96
11-4
11 13
Between manhole 60 and 61
1"
11.1
1118.9
107.0
11-6
11 14
Between manhole 61 and 62
10.9
19.7
I
imn '97-g
11-3
15
Between manhole 62 and 63
10.1
16.8
1106.1 'Q
Remarks
Tech: J. Cornell
1 Client, Attn: Engr. Dept.
2 Client,Attn: Engr. Dept.
1 City of Sebastian, PO Box
1 City Engineer, Robect L1c
1 Tech.
2 MA
Federal Hwy., Port St. Lucie, Fla.
F1
JAN - o I50'
PITTSBURGH TESTING LABORATORY
�p NGINEERING
i
DISTRICT MANAGER
PITTSBURGH TESTING LABG..ATORY Class AA I'll 41 REV.
ESTABLISHED feel
PITTSBURGH, PA.
ASA MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS
ARE SUBMITTED AS TME CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION
FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGAROING
OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL.
REPORT OF IN-PLACE SOIL DENSITY TESTS
Order No. MA -1707
Report No..
Client's No
Lab No:
10 •
Client Gpnpral Development • • •• Rayshare Drive,.ni, Elnrida
33111
Project Sebastian Highlands w/r 3874 Phase 2
Soil Description Gray sand and hardpan mixture
Max. Dry Density 110.4 lbs./cu. ft. Optimum Moisture 10.9 a,' Method of Test AASHOT-180
DATE Of
TEST
TEST
No.
T E 5 T
LOCATION
I
ELEV.
FT.
LIFT FIELD IN-PLACE DENSITY
IM OISTURE (LBS./CU. FT.)
No.
'NET DRY
j
COMPACTION
11-2 I
1
tot
5
and 6, Block
618 I
gradel,
1 10.11
116.4
105.8
195.8
"
2
Lot
3
and 4, Block
618 ("
I
! 9.6 1117.0
106.8
96.7
"
3
Lot
2,
Block 618
I
I
" I
!10.41116.9
105.9
95.9
11-3
4 I
Lot
1,
Bl cok 618
I'
! "
10.91
118.8 1
107.1
97.0
" 1
5
Lot
29
and 30, Block 618
'"
1 10.31117.9
1106.9
96.8
"
6 I
Lot
27
and 28, Block 618
I
ItI
10.011 117.7
107.0
96.9
"
7
Lot
25
and 26, Block 618
�"
1
I 11.1!116.5
104.9
95.0
"
18
Lot
5
and 6, Block
621
I 11.41118.7
1 106.5
96.5
It9
Lot
3
and 4, Block
621
!"
I
! 10.91120.1
1 108.3
98.1
"
10
Lot
1
and 2, Block
621
�"
.10.51118.2
107.0
96.9
"
11
Lot
1,
Block 617
j � I
10.0 118.0
1 107.3
97.2
"
12
Lot
2
and 3, Block
617
1"
10.81116.7
I
105.3
95.4
13
Lot
4
and 5, Block
617
"
'9.8
�117.1
106,6
96.6
11-4
14
Lot
6
and 7, Block
617
I"
1 111.01116.4
104.9
95.0
"
15
I Lot
8
and 9, Block
61710.11119.0
108.1
97.9
Remarks Tech: J. Cornell
1 Client, Attn: Enar. Dept.
2 Client,Attn: Engr. Dept., 3380 S. Federal Hwy., Port St. Lucie, Fla. 33452
1 City or Sebastian, PO Bax 127, Seas ian Fla. 32958
1 City Engineer, Robert Lloyd, P.E., PO Box 127, Sebastian
Fla
IV
1 Tech. ig �
-- e)�
PITTSBURGH TEM LABORATORY
]IjNEERING
DISTRICT MANAGER
p�aNSSTINGI PITTSBURGH TESTING LABOR .ATORYClass FORM •..^,. 49 REV.
ESTABLISHED I801 A
C
H` C
SO PITTSBURGH, PA.
Order No. MA 3707
P by AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES. ALL REPORTS
ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLICNTS, AND AUTHORIZATION Report No.
FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
EgSAnO�OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. Client's No.
REPORT OF IN-PLACE SOIL DENSITY TESTS Lab No: 490
Client General DPvPlnpmPnt Cnrporatinn, 1111 S_ 8aythnrP Drive, Miami, Elmira 13111
Project Sebastian Highlands w/r 3874, Phase 2
Sall Description Gray sand and hardpan
Max. Dry Density 110.4 lbs./cu. ft. Optimum Moisture 10.9 % Method of Test--AASHf1T-1 R()
DATE OF 1
TEST
TEST
No.
TEST LOCATION
(
ELEV.
FT.
UFT
NO.
FIELD
MOISTURE
.
IN-PLACE DENSITY
(LBS./CU. FT.) "
�'�M PAC TION
wE7 ORr
11-6
1
Lot 13 and 14, Block 618 lGradel110.4'°112
i
Lot 9 and 10, Block 618
"
110.9
, 1
106-5 °
" 1
3
Lot 7 and 8, Block 618
1.
1
"
4
Lot 23 and 24, Block 617 1"
1
110.7
118.5 107.E..97-0
116.8 1
" 1
5
Lot 21 and 22, Block 617 1"
1
110.1
If -
1 6
(Lot 19 and 20, Block 617 1"
110.81117.3
1105.9 95.9
"
1 7
ILot 18, Block 617
1"
1
10.41116.2
{ °
1 8
Lot 16 and 17, Block 617
1"
(
!9.6
i
116.4 1106,2_96.2
"
1 9
Lot 14 and 15, Block 617
1"
1
19.6
114.6 1105.0 95.1
"
10
Lot 2, Block 617
I
1 110.3
117 6 1106 96.6
11-7
1 11
Lot 10 and 11, Block 617
1
110
12
Lot 13 and 14, Block 594
("
I
110.6
I
119.7
1to
108-2 q8_0
"
113
Lot 11 and 12, Block 594
I
1_10.1
I 06-1
"
14
Lot 9 and 10, Block 594
1110
8
118 5
1n7 n 06_0
"
15
Lot 7 and 8, Block 594
110.2
o
Remarks Tech: J • Cornel 1
1 Client, Attn: Enar. Dept.
PITTSBURGH TESTING Q.r
,st WASI
DISTRICT MANAGER
� PITTSBURGH TESTING LABG_ .ATORY II 11
t/V� �r�� Class ARM NO. 49 REV,
ESTABLISHED 1881
9
9PITTSBURGH, PA.
< Order No. MA 3707
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 RCaL'�`h FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGAROIN a
fASANO`r� OUR REPORTS 13 RESERVED PENDING OUR WRITTEN APPROVAL. Client's No.
REPORT OF IN-PLACE SOIL DENSITY TESTS Lab No: 491
Client Genpral 0 vpinpmpnt Cnrporatinn, 1111 S Raychnrp nrivp, Miami, Florida 33131 _
Project Sebastian Highlands w/r 3874 Phase 2
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
GALE OF I TEST
TEST NO.
T E 5 T LOCATION
ELEV. FT.
UFT
NO.
FIELD
M OISTURE
IN-PLACE OENSITY
ILBS./CU. FT .I
COMPACTION
WET :o♦ 1
I-5 I
(Bptwppn
MAnhn1e 22 And R1
Ir
, I
, ^� -n
L A
2
Lot S And 6, Block 594
3
Lot 11 And 12 Block Sgfi11
11
1.1 And 14, Block Qtl
11
5
Lot IS anti 12. Block 0 111
C.v
-1
195.9
i96.6
I
1
�
I
Remarks Tech:
1 Client, Attn: Engr. Dept.
C lent, ttn: ngr. Dept., 8380 S. Federal Hwy., Port St. Lucie, FT—a.
1 City of Sebastian, PO Box 127, Sebastian Fla. 32958
1 City Engineer P,obect Lloyd, P.E.-PO Box 127, Sebastian, Fl
1 Tech.
2 MA
PITTSBURGH TESTING LABORATORY.
Cop,ST WGIMEEM3
OISTRICT MANAGER
AtSTING14 PITTSBL. CGH TESTING LABO kTORYclass I�11
BRM NO. G9 REV.
y 9
ESTABLISHED 1561
0 r1
_ PITTSBURGH, PA.
_o
Order No. MA 3707
r K AS A 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
C/
RS ANO OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. Client's No.
REPORT OF IN-PLACE SOIL DENSITY TESTS Lab No: 499
Client Gpnpral Development Corporation, 1111 Bayshore Drive, Miami, Fl•nrida 13131
Project Sebastian Highlands w/r 3874
Soil Description Gray sand and hardpan
Max. Dry Density 110.4 lbs./cu. Ft. Optimum Moisture 10.9 o Method of Test AA�HDT-1 Rfl
DATE OF
TEST
T E S T LOCATION
ELEV. FT
ILI
FT. NO.
FIELD
MOISTURE
IN-PLACE DENSITY
(LBS./CU. FT.)
COMPACTION
TEST
No.
WET DRY
11-16 11
1 Between Manhole 60 and 26 1-2
1_10.91118.6
1n7 n
1OF;
" 12
(Between Manhole 60 and 26 igrade )
110,31117.0
1
inf;-i
to
11-17 13
Between Manhole 25 and 26
I-2
II
4
Between Manhole 25 and 26
1 rade
110.5
118.0
106.8 196-7
+
1-2
19.4
111S_1
i
11-19 15
(Between manhole 25 and 24
1()q-? �Q
1gradel
"
(6
Between Manhole 25 and 24
!
106.6 196.6
1
!
11-16 7
Lot 1, Block 584
-4
a
of
8
ILot 1 Blcok 584
1-2 1
110.5
119.3
1108.0 i
igrade9
I
1106.2
II
JLot 1, Block 584
.10.41117.2
11-17 1 10
(Lot 27, Block 584
1-4
!10.91118
0
1106.4 i
�-2
II
1 11
lot 27, Black 584
"
12
!Lot 27, Block 584
igrade
I iQ
11-19
113
[Lot 26, Block 584
1-4 I110.6
1
1
I
I
"
14
ILot 26, Block 584
-2
o
" X15
(Lot 26, Block 584
gradel
Q
Remarks Tech: J. Cornell
1 Client, Attn: Engr. Dept.
2 Client,Attn: Engr. Dept., 80 S. Federa Hwy., Port St.LuctIv 1
1 Cit En ineer Robect Lloyd, P.E. PO Box 121 Sebastian F
1 Tech
2 I -1A
PITTSBURGH TESTING LABORAT0
JAa BOAST ENGINEERi
l�
DISTRICT MANAGER
ZESTIHCZ PITTSBURGH TESTING LABO..ATORY IFR N°. a9 REV.
s -^Se oo Class A
' f 9ESTABLISHED I861
=9a PITTSBURGH, PA.
r AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS Order No. MA 37n7
sty ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS, AND AUTHORIZATION Report No.
LC L �y FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING
RfS� OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. Client's No.
gSAMO� Lab No: 501
REPORT OF IN-PLACE SOIL DENSITY TESTS
Client GPn ral DPvQlnpmPnt Corporation, 1111 S Rayshare Drive, Miami, Florida -111-11
Project Sebastian Highlands w/r 3874
Soil Description
Gray sand and hardpan
Max. Dry Density 110'4 lbs./cu. ft. Optimum Moisture l�•9 all, Method of Test AASHDT-180
DATE OF
TEST
No.
EST LOCATION
ELEV. DIT
I.O,,TUE
Ir.No.
FIELD
R
IN-PLACE DENSITY
I
(LS5./CU. FT.)TEST
WET DRY
COMPACTION
11-21
1
Between Manhole 51 and 50
igradei 1
106.0
196-0
"
2
Between Manhole 51 and 52
�"
110.91118.9
107
"
3
Between Manhole 52 and 53
�"
110.11117.7
1106.9
!96.8
11-23 1
4
Between Manhole 53 and 54
�" 1
19.4 1115.7
1105,8
9
"
5
Between Manhole 54 and 55
I" I
29.9
116.5�106.0
6 1
Between Manhole 55 and 56
!"
1
110.51117.7
1106.5
:96.5
"
71
Between Manhole 24 and 23
�" I
.10.71119
5
1108.0
11-24
1 8
Lot 26 Block 584
�"
1
110.4
117.4
1106.3
96.3
"
1 9
Lot 24 and 25, Block 584
'"
1
10.71117.3
106.0
96.0
"
10
Lot 22 and 23, Block 584
i
i
110.0
116.0
105.4
95.5
"
11
Lot 21 and 20, Block 584
I
19.6
117.0
106 8
0
"
12
Lot 18 and 19, Block 584
1
110.1
116.8
106
1 (
Remarks Tech: J • Cornell
1 Client, Attn: Engr. Dept.
2 Client,Attn: Engr. Dept.,
1 City or Sebastian, PO Box 1
1 City Engineer, Robert Lloyd
1 Tech.
2 MA
. Federal Hwy., Port St.
F
PITTSBURE&ijWktq. �7iBI> W'd"v
Lt) . y-¢ Q.
DISTRICT MANAGER
,,,E5T1N�� PITTSBI�rZGH TESTING LABG_ ATORY class 1111 RM NO. A9 REV.
G�.q 4e f1
tnF yy f .09 ESTABLISHED I351
.CI
PITTSBURGH. PA.
Order No. MA -1707
z
AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORT!
ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION Report No.
X �y FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
aE i.�' OUR REPORT! IS RESERVED PENDING OUR WRITTEN APPROVAL. Clients No.
yFEgS ANO L�
Lab No: 514
REPORT OF IN-PLACE SOIL DENSITY TESTS
Client GPnPral DpvPlnpmPnt Corporation, 1111 1�RaythnrP Drive. Miami, Fl•nrida 11131
Project Sebastian Highlands w/r 3874
Soil Description
Gray sand and hardpan
Max. Dry Density 110'4 lbs./cu. ft. Optimum Moisture ID•9 o Method of Test AARNOT-180 _-
oAtE of 1
TEST
TEST
NO.
T E S T
LOCATION
ELE V.
FT.
UFT
NO.
FIELD
MOISTURE
IN-PLACE DENSITY
(LBsJCU. FT.)
WET DRY I
COMPACTION
11-30 1
1 (Backfill
over
sewer
line,
between M.H.
55
&691-1'
1
111.21121.2
110.0 198,
11 1
2
1.
"
"
M.N.
55
&691-2'
1
113.41120.6
106.3 196.3
11
1
11
If
11
11
11
1
111.4
120 8
108.4 198.2
11 14
11.
M.N.
41
&421-2'
,
113.8
120.6
106.0
96.0
" 1
5 1"
M.H.
42
&43I-1' 1
i12.11120.9
1107.4
l
197.7
"
1 6
1"
"
or
"
or
M.H.
42
&431-2'
1
114.01119.8
105.1
195.2
to
7
I"
M.H.
43
&44
-1'
1
111.8
121 1
1 08
II
8
II
1
11
11
11
11
M.H.
43
&441-2
I
113.71120.9
106.3
196.3
12-1
9
II
1
11
II
11
11
M.H.
53
&541-11
111.1
118.7
106.9
196.8
It
10
or
to
11
to
itM.H.
53
&54
-2'
113.31120.2
1106.1
196.1
11
11
11
11
11
11
11
M.N.
52
&531-1
1
1
6.21120.4
1107.3
197-2
"
12
go
go
go
I.M.H.
52
&53
-Z'
i13.81121.0
1106.3
196.3
[12-3
1 13
, M.H.
55
& 56-6"
110.7
119.0
107.5
97.4
If
114
'1
11
It
"
"
M.H.
55
&56
-2'
113.8
1
Remarks Tech: d • Cornel 1
1 Client, Attn: Engr. Dept.
2 Client,Attn: Engr. Dept., 8380 S. Federal Hwy., Port St. Lucie, Fla.
1 City of Sebastian PO Box 127, Sebastian. Fla, 32958
1 City Engineer, Pobect Lloyd, P.E.PO Box 127, Sebastian FADMI
1 Tech.
2 MA
JAN -0 I'JoL
PITTSBURGH TESTING LABORATORY
T GiNEMNG
OAS
DISTRICT MANAGER
STING 14 o PITTSBUrZGH TESTING LABO..\TORY class "A'"" "' REV.
'fl ESTABLISHED 1881
90
PITTSBURGH, PA.
Order No. MA 37n7
Z A3 A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES. ALL REPORTS
pL ty ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION Report No.
c.E' �� FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
�C pE�` OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. Client's NO.
9SAN0�
REPORT OF IN-PLACE SOIL DENSITY TESTS Lab No: 523
Client TPn ral Q vPlnpmPnt Corporation,1111 S Ray-horP nrivP, Miami, Florida 33131
Project Sebastian Hi ghl ands w/r 3874
Soil Description Gray sand with hardpan with trace of marl
Max. Dry Density 112.1 lbs./cu. ft. Optimum Moisture 10.8 o Method of Test AASNnT-1 Rn
DATE Of
TEST
TEST
N0.
TEST
LOCATION
ELEV. LIFTII FIELO
I 1MOISTU RE
fT. NO. II
1
IN-PLACE DENSITY
(LBS./CU. FT.)
COMPACTION
WET I DRY I
12-1
1
Between
Manhole 55
and
56
I-6"
I 112.11121.4
106
"
2
Between
Manhole 55
and
56
1-2011 '
k4-81122-5
"
3
Between
Manhole 56
and
57
!-61 iii
-q
i?? i
ing i i97 3
"
4
Between
Manhole 56
and
57
I-22"
1 I
Q
" 15
Between
Manhole 57
and
58
1
I-6'
"
6
Between
Manhole 57
and
58
1-2'
! 1115,91123.9
* Note:
The above test
meets the
re uirement'of
% a-
ipwzitv
i
Remarks Tech: B. Plemmons
1 Client, Attn: Engr. Dept.
2 Client,Attn: Enqr. Dept., 8380 S. Federal Hwy., Port St. Lucie, Fla. 33452_
1 City En
1 Tech.
2 MA
rel
II
PITTSBURGH TESTING LABORATORY
AST ENGINEERING
EA1
DISTRICT MANAGER
ZESiIN� F D PITTSB ,RGH TESTING LABC ATORY class "ARM ..°. 49 REV.
'�
ESTABLISHED 1881
O -
A PITTSBURGH. PA.
<
r AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES. ALL REPORTS Order No. MA 37(17
P �.y ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY Of CLIENTS. AND AUTHORIZATION Report No.
c��y FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
/C GC lt' OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. Clients No.
gSANO
REPORT OF IN-PLACE SOIL DENSITY TESTS Lab No: 466
Client General HQvPlopmpnt Corporation, 1111 S 6ayshorP Drive, Miami, Florida 33131
Project Sebastian Highlands w/r 3874
Soil Description
Gray sand and hardpan
Max. Dry Density 110.4 lbs./cu. ft. Optimum Moisture 10:9 o Method of Test AMHf1T1Rn
DATE Of
TEST
TEST
NO.
_
T E S T
L O C A T 1 0 N
ELEV.
FT.
(
UFT FIELD
I MOISTURE
HO.
IN-PLACE DENSITY
(LOS./CU. FT.)
wET DRY
COMPACTION
10-22 I
1
Lot
28
and 29 Block
594
I rade! 110.71174
1
1
Q
"
2
Lot
30
And 31 Block
594
I" I
0
or. a
"
3
Lot
24
and 25 Block
598
I !
a
a5,4
" (
4 1
Lot
30
Block 598
1
! '10.91
a
"
1 5
Lot
28.and
29 Block
598
" ! I
lim
i
a
6
Lot
26
and 27 Block
598
"^ :10.3
06_q
"
1 7
I Lot
22
and 23 Block
598
10
07 2
If
8
Lot
20
and 21 Block
598
'10.8
1117.6
1105.8
q5.8
10-23
( 9
Between
Manhole 85 and 86
i-2
11.2
117.6
I
Q
10
same
grade
10.9
118 .41106.7
i
1
�
�
1
Remarks Tech: J. Cornel 1
1 Client, Attn: Engr. Dept.
2 Client,Attn: Engr. Dept., 8380 S. Federal Hwy., Port St. Lucie, Fla. 33452
1 City of Sebastian, PO Box 121, Sebas ian Fla 32958
1 Citv Ennineer. Robect Lloyd, P.E., PO Box 127, Sebastian F
1 Tech
2 MA
NOV 3 01981
PITTSBURGH TESTING LABORATORY
� � �321NG
t�t1 C,L�
// DISTRICT MANAGER
;EST'"c`4o PITTSE 7RGH TESTING LABC' --'ATORY class °A'M NO. 43 REV.
S iso a
ESTABLISHED Iger
p 9i
9 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.
FOR PUBLICATIONOF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING
'RSANOG
OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. Clients No.
REPORT OF IN-PLACE SOIL DENSITY TESTS Lab No: 455
Project Sebastian Highlands wf r 3874
Soil Description, Gray sand and hardpan
Max. Dry Density 110.4 lbs./cu. ft. Optimum Moisture 10-9 o Method of Test AASHOT-120
DATE OF I TEST
TEST N0.
T E 5 T LOCATION
ELEV.
FT.
UFT
N0.
FIELD
Mo1STURE
IN-PLACE DENSITY
(LBS./Cu. FT.)
COMPACTION
WET DRY
10-13 I 1 I
Lift set No. 2
-3
T 110-2
116-9
106-1 Or, 1
II
2
aradpI
o
"
3 I
Left set to manhole 90
Iin
71
117 1
1nq R! 05 2
10-14 I
4 I
Lot 14 and 15 Block 610
- " I
I
05 7
" I
5
Lot 3 and 14 Block 611 I-6"
f
I
i
I
I
I
f
i
i
Remarks Tech: J. Cornel 1
1 Client, Attn: Engr. Dept.
2 Client,Attn: Engr. Dept., 8380 S. Federal Hwy., Port St. Lucie, Fla. 33452
PITTSBURGH TESTIN+BVLAAM56RY
DISITRICT MANAGER
_ PITTSB RGH TESTING LABC ATORY
ESTABLISHED 1881
9
n PITTSBURGH, PA.
=
AS A MUTUAL PROTEC710N TO CLIENT!, THE PUBLIC AND OURSELVES. ALL REPORTS
'may ARESUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION
FOR PUBLICATION OF STATEMENTS. CONCLUSION!OR EXTRACTS FROM OR REGARDING
OUR REPORTS 19 RESERVED PENDING OUR WRITTEN APPROVAL.
REPORT OF IN-PLACE SOIL DENSITY TESTS
FORM NO. 49 REV.
Class "A"
Order No. MA 37n7
Report No.
Client's No.
Lab No: 450
••- 1• ••u-� • ••M.•• i. •• 1 u .n • zwomitego
Project Sebastian Highlands w/r 3874
Soil Description Gray sand and hardpan
Max. Dry Density 110.4 lbs./cu. ft. Optimum Moisture 10.9 o Method of Test AA_SHOT-180
DATE OF
TEST
TEST
NO.
T E S T LOCATION I
ELEV.
FT.
LIFT
NO.
FIELD
MOISTURE
IN-PLACE (DENSITY
(LBS./CU. FT.)
'HET DAY COMPACTION
10-7 11
Lot 1 Block 601
ararlpi
I
4
in6_4
q6_4
to
2
Lot 2 and 3 Block 606
"
it
Lot 4 and 5 Block 606
I a5 9
13
" 14
Lot 7 and 8 Block 606
117 I1116
7i 06 7
"
15
1 Lot 1 and 18 Block 606
IIn 2
116 9
106 11 0
"
6
ILot 1 and 18 Block 600
I"
lio-7
im;
in7_1 97-n
10-8
7
Between Manhole 59 and 54
1-2
117 8
i
106 7 967
"
8
JBetween Manhole 59 and 54
1gradel.10.7I
118.4I
I
I96-9
11
9
Lot 1 and 2 Block 599
"
i10.21
116.3
10.5-5
95 - 8
11
( 10
JLot 3 and 4 Block 599
"
Q
I
I
Remarks Tech: J. Cornell
1 Client, Attn: Engr. Dept.
2 Client, Attn: ngr. Dept., 8380 S. Federal Hwy., Port St. Lucie, Fla.
33 52
TES ff1gBT0RY
PITTSE .IGH TESTING LABC ATORY "ORM NO. 49 REV.
Class A
ESTABLISHED 1581
PITTSBURGH, PA.
K
r AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC ANDOURSELVES, ALL REPORTS
B
ARE SUMITTED AS THE CON FIOENTIAL PROPERTY OF CLIENTS, AND AUTHORIZATION
�.
/%C RES �`j.� FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
\yEF _ OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL.
Order No. MA 37117
Report No..
Client's No
REPORT OF IN-PLACE SOIL DENSITY TESTS Lab No: 447
fflommolm- M.PuggrevarlifflIgrAme •• •• i. •• 1 u .0 • •.
Project Sebastian Highlands Wer 3874
Soil Description Gray sand and hardpan mixture
Max. Dry Density 110.4 lbs./cu. ft. Optimum Moisture 10 9 o Method of Test AA.S_H0T 18-0
DATE OF
TEST
TEST
No.
TEST LOCATION
ELEV.
FT.
LIFT
NO.
FIELD
MOISTURE
IN-PLACE DENSITY
(LBS./CU. FT.) '
COMPACTION
WET DRY
0- IBetween
Manhole 38 andI-
I
Iin
n
r,
11
2
N It 11 It 11
nratiol
in 7
11R I
ing A
2
3 I
11 It 41 and 42
11
11
I A
11 11 41 and 0
11
"
5
Lot 8 and
I" I10
1
116 6I
a
"
( 6 I
Lot 10 and 11 Block 609
I"
"
7
Lot 6and 7 B
�" (kn-al
"
( 8
ILot 8 Block 608
I
11Q�81
1
118-1 106-6
Q
10-6
I 9
JLot 23 and 24 Block 607
I
Q
! QS1Q
it
I 10
Lot 21 and 22 Block 607
lin-s
117-7 !-inri-5
qr
to
11
Lot 19 and 20 Block 607
I"
"
12
1 Lot 17 and 18 Block 607
It
I0-7
I 13
Between Manhole 47 and 48117
It
j
"
14
Between Manhole.
F_
Remarks Tech: J. Cornell
1 Client, Attn: Engr. Dept.
2 Client.Attn: Engr. Dept., 8380 S. Federal Hwy., Port St. Lucie, Fla. 33 52
1 City Engineer, Robect Lloyd, P.E., PO Box 127, Sebastian, Fla. 32958
1 Tech
2 MA
PITTSBURGH TESTING LABORATORY
OISTRICT MANAGER
ss''"Go4eo PITTSE .IGH TESTING !_AB( :ATORY class ARM N0.49 REV.
9 ESTABLISHED 111011
PITTSBURGH, PA. Order No. MA 3707
AS A 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. Clients No.
RSANO�
REPORT OF IN-PLACE SOIL DENSITY TESTS Lab No: 438
MWIN-•- 1- ••n-• wromarom.•�- •• 1 u .0 • •.
Project Sebastian Highlands w/r 3874
Soil Descripti" Gray sand and hardpan mixture
Max. Dry Density 110.4 lbs./cu. ft. Optimum Moisture 1()-q—%Method of Test AASHOT190
Remarks Tech:
1 Client, Attn: Engr. Dept.
2 Client,Attn: Engr. Dept., 8380 S. Federal Hwy., Port St. Lucie, Fla. 33452
1 City of Sebastian PO Box 127, Sebastian. Fla 32958
1 City Engineer, Robert Lloyd, P.E. PO Box 121 Sebastian. •F1
1 Tech. ir
Ask 2 MA
PITTSBURGH TEEING LUOITORY
1 EERING
DISTRICT MANAGER
FIELD
IN-PLACE DENSITY
DATE OF
TEST
T E S T L O C A T I O N
ELEV.
LIFT
I
M OISTURE
rLBS./CU. FT.)
TEST
No.
FT.
NO.
COMPACTION
WET DRY i
R -f ---n Manhole q9 and 61
110
1
117.6
10-6.
11
II
11
11
I
I
11
•
10.3
•
116.9
• i
106.0 96 0
11 I5
Between Manhole 16 and 38
I 11in
7
1101)
inc 7 96.7
11
I
ILot
11In
5
117 0
105 19 95 9
11
I
I Lot 12 and 13 Block 1510
I 11
I11
1PA I
9-29
I
ILot 8 and 9 Block 610
(
lin_i;
Q. a
11
I
ILotBlock 610
11
IIn.0
117 4
1-305,9 95 9
11
10
ILot
11
111n
I
I
"
I11
�Lot 6
�Scbuman
I
"
12
(
and Admiral
ISchuman and Admiral
-9
k
In 7
10.4
117 2
112
106.4
Q6 4
Id
lRptwppn Manho ' e 47 to 41;
117.7
.
grade
111.61
Remarks Tech:
1 Client, Attn: Engr. Dept.
2 Client,Attn: Engr. Dept., 8380 S. Federal Hwy., Port St. Lucie, Fla. 33452
1 City of Sebastian PO Box 127, Sebastian. Fla 32958
1 City Engineer, Robert Lloyd, P.E. PO Box 121 Sebastian. •F1
1 Tech. ir
Ask 2 MA
PITTSBURGH TEEING LUOITORY
1 EERING
DISTRICT MANAGER
;E5IINGI4O PITTSB .RGH TESTING LABC ATORY class ;ARM "°. A9 RE"s mss, 8
ESTABLISHED tBBt
099 PITTSBURGH, PA.
Order No. MA 3707
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.
yt-* �y FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARD NG
/C RF- r�� RSANu�OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. Client's No.
'
REPORT OF IN-PLACE SOIL DENSITY TESTS Lab No: 437
Client General Development Cnrparation, 1111 S RayshnrP [hive, Miami, Flnrida 33131
Project Sebastian Highlands w/r 3878
Soil Description Gray sand and hardpan mixture
Max. Dry Density 110.4 lbs./cu. ft. Optimum Moisture 10,9 o Method of Test AASNOT-18
DATE OF I
TEST
TEST
No.
ELEV.
T E S T LOCATION FT.
UFT
No.
FIELD
MOISTURE
IN-PLACE DENSITY
(LBS./CU. FT.) z
COMPACTION
WET I DRY
9-28 I
1 1
Lot 21, Block 611 laradel
9-28 1
2 JLot
6, Block 611 I"
110.7
118.0
I
106-6 !96 6
"
3 1
Lot 8 and 9, Block 611lot
"
" I
4
Lot 10 Block 611
10.9
118.9
107-2 97.1
" I
5
Lot 11 Block 611 I"
I
' 067
9-29
6
I Lot 12, Block 611
("7]10,
5
Q
It
7
ILot 13 and 14 Block 611
I"
"
18
ILot 9 Block 604
i"
1
110.8
119.1
1107.S 97_a
"
( 9
ILot 6 Block 605
�"
I10.4
06-6
"
I 10
ILot 8 Block 611
I"
I�11.1
118.0
1106-2
"
111
ILot 11 Block 611
112
Lot 13 Block 611
f
I
i
i
FT
I
I
Remarks Tech: J. Cornell
1 Client, Attn: Enor. Dept.
2 Client,Attn: Enqr. Dept., 8380 S. Federal Hwy., Port St. Lucie, F a. 33452
1111101F ��{{ ((}}�� vJ I j p t
PITTSBURGH TESTT'NG LABORATORY
/q (VEERING
t
V D?17TRICT MANAGER
PITTSB�..RGH TESTING LABG _ATORY
f ^G,
Gray sand
O
ESTABLISHED 1681
z
12, a
PITTSBURGH, PA.
IN-PLACE DEN5ITY
(L55./CU. FT.) COMPACTION
WET I DRY I
Max. Dry Density
P
AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES, ALL REPORTS
1y
ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS, AND AUTHORIZATIOM
'.0 aE���y
FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
,._ PE�Ni!
OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL.
REPORT OF IN-PLACE SOIL DENSITY TESTS
FORM NO. 49 REV.
Class "A11
Order No. MA 3707
Report No.
Client's No.
Lab No: 434
Client G •v- 1• ••n•� • •• •• i �• 1 u u • •
Project Sebastian Highlands w/r 3874
Soil Description
Gray sand
and hardpan
ELEV.
FT.
UFT
NO.
FIELD
MOISTURE
IN-PLACE DEN5ITY
(L55./CU. FT.) COMPACTION
WET I DRY I
Max. Dry Density
109.8
lbs./cu. ft.
Optimum Moisture 11.0 o Method of Test AASHOT-180
DATE OF I
TEST
No. TEST
T E 5 T LOCATION
ELEV.
FT.
UFT
NO.
FIELD
MOISTURE
IN-PLACE DEN5ITY
(L55./CU. FT.) COMPACTION
WET I DRY I
9-30 11
Lot 34 Block 611
arade
111.0
11
2
Lot 10 Block 611
"
it
3
Lot 13 Block 611
it
110.6
117.1
105-8 96-4i
it
I 4
I Between Manhole 61 and 62
1-2
10.9
118.0
1106.4 0
"
I 5
Between Manhole 61 and 62
Iarad
a
10-2
6
200' S. of Empress W. side Schumann
qrade
10.51
"
/
11 Il II 11 II II
5001
Il
in-gi
118-1 im_s P7 n
11
( 8
7001 11 11 11 11 11 11
1I
110.31
116.4
Remarks Tech: J. Cornel 1
1 Client, Attn: Engr. Dept.
2 Client,Attn: nqr. Dept., 8380 S. Federal Hwy., Port St. Lucie, Fla. 33452
1 City of Se
1 City Engin
1 Tech.
2 MA
PITTSBURGH TESTING LABORATORY
nSAS �f-BAST ENGINEERING
''a_ke_Jz_
DISTRICT MANAGER
,�ESTINC�q PITTSB,- .RGH TESTING LABC ATORY „o"M NO, 49 REV.
;s '"SFeo9 Class A
OESTABLISHED I881
M . PITTSBURGH. PA.
r AS A MUTUAL PROTECTION TO CLIENT!. THE PUBLIC AND OURSELVES, ALL REPORT! Order No. MA 37(77
_
rLy�y ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENT!, AND AUTHORIZATION Report No.
c.E FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
'C qE-��� OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. Client's No.
gSgNOL Lab No
REPORT OF IN-PLACE SOIL DENSITY TESTS
Client GPn ral DPyPInpmPnt Corporation, 1111 RayshorP nrivP, Miami. Fhnrida 33131
Project Sebastian Highlands w/r 3874
Soil Description Gray sand and hardpan
Max. Dry Density 110.4 lbs./cu. ft. Optimum Moisture 10.9 o Method of Test AASHOT-180
DATE OF
TEST
TEST
NO.
T E S T L O C A T I O N
ELEV.
FT.
LIFT
JPJ
NO.
FIELD
.T URE
IN-PLACE DENSITY ..
(LBS./CU. FT.) �
COM vAC T1oN
WET DRY �
9-22 1
1
Track M 150 N. of Englar =
grade
111.31
117.7
105.8 (
95.8
to
-
2
Track M 300 N. of Englar 111
110.71
117.4
106.1 196.1
9-23
3
Lot 2 Block 558
110.5
117.7
106.5 196.5
4
Lot 2 Block 560
10.3
116.2
i
105.3 195.4
5
Manhole 60 to 59
I"
10.9
118.4
106.7
196.7
"
6
Manhole 59 to 58
110.7
119.5
1108.0 197.8
9-24
7
Manhole 58 to 57
110.9
117.5
1106.0 ! 96.0
"
8
Lot 3 Block 610
1
110.2
117.5
1106.6 96.6
"
9
(Lot 10 Block 604
110.5
118.0
1106.7 ! 96.7
9-25
10
Between Manhole 57 and 47
-2
(11.2
119.3
107.3
97.2
11
I
grade)
10.9
120.0
108.2 98.0
"
I 12
Between Manhole 47 and 38
-2
=10.9
118.1
106.5
96.5
13
grade
10.5
117.1
106.0
196.0
"
14
Lot 4 Block 608
110.7
118.7
107.2 97.1
Remarks Tech: J • Cornell
1 Client, Attn: Engr. Dept.
2 Client,Attn: Engr. Dept., 8380 S. Federal Hwy., Port St. Lucie, Fla.
1 City of Sebastian, PO Box 127, Sebastian. Fla. 32958
1 City Engineer Robect Lloyd, P.E. PO Box 127 Sebastian. Fla.
1 Tech. '
Am 2 MA
PITTSBURGH TESTING LABORATORY
Itj
CO ENGI(YEERiNt3
DISTRICT MANAGER
?sSTr:hsZ4ao PITTSBi .ZGH TESTING LABC aTORY Class FARM NO. 69 REV.
%-
9 ESTABLISHED teal
- PITTSBURGH, PA.
t AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES. ALL REPORTS Order No. MA 3707
a 1y ARESUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS, AND AUTHORIZATION Report No.
FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
'C E rrvll` OUR REPORT! IS RESERVED PENDING OUR WRITTEN APPROVAL. Client's NO.
gSAND �
REPORT OF IN-PLACE SOIL DENSITY TESTS Lab No: 478
Client Gpnpral Opyelopment Corporation. 1111 S Rayshora nrivP, Miami. Florida 33131
Project Sebastian Highlands w/r 3874
Soil Description Gray sand and hardpan mixture
Max. Dry Density 110.4 lbs./cu. ft. Optimum Moisture 10.9 % Method of Test AASHOT1A0
OATE OF
TEST
TEST
NO.
T E 5 T LOCATION
ELEV.
FT.
UFT
NO.
FIELD
MOISTURE
S
IN-PLACE DENSITY
ILSS./CU. FT.1
1 COMPACTION
wET DRY
10-27
1
Between Manhole 63 and 64 farad
110-71
a
107 0
96 9
"
2
Between Manhole 62 and 63 I"
11o.21
!071
"
3
Lot 8 and 9 Block 602
I" I
I
o f9r, a
"
4 I
Lot 6 and 7 Block 602
I" I
110_q
1107-S
i 07 a
"
15 I
Lot 16 and 17 Block 603
"
6
Lot 18 and 19 Block 603
I"
1
110.5
1.17.2
i
I7
WR 3874 PHASE 2
I
I
110.9
a
10-28
8
Lot 12 and 13 Block 619
igradel
1
117,0
1106.0 o
"
19
Lot 11 and 12 Block 620
I °
al -2
117-1
ling -3 gs-d
It
10
Lot 11 and 12 Block 619
"
11
Lot 9 and 10 BLock 619
I"
i
i
I
i
i
Remarks Tech: J. Cornell
1 Client, Attn: Engr. Dept.
Client,Attn: Engr, Dept., 8380 S. Federal Hwy., Port St. Lucie, F a.
1 City of Sebastian, PO Box 121, Sebastian, Fla, 32958 Ts
1 City Engineer, Robert Lloyd, P.E. PO Box 127 Sebastian Fla.
1 Tech.
2 MA
PITTSBURGH TESTING LABORATORY
n Gp ENGt^IEERING
/ DISTRICT MANAGER
tcSTI "1Fo PITTSB ZGH TESTING LABC ATORY Class °A'M NO. "REV.
i
s- so e
7_ ESTABLISHED 1381
b
PITTSBURGH. PA.
Order No. MA 3707
_
AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES. ALL REPORTS
P �y ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENT!. AND AUTHOR[TION Report No.
>C yLP �h FOR PUBLICATION OF STATEMENT!. CONCLUSIONS OR. EXTRACTS FROM OR REGARDING
PE �E.� OUR REPORTS 14 RESERVED PENDING OUR WRITTEN APPROVAL. Client's No.
pSAN°� Lab No: 479
REPORT OF IN-PLACE SOIL DENSITY TESTS
Client General Development Corporation, 1111 S Raychore Drive, Miami, FTorida 33111
Project Sebastian Highlands w/r 3874; Phase 2
Gray sand and hardpan mixture
Soil Description
Max. Dry Density 110.4 lbs./cu. ft. Optimum Moisture 10.9 o Method of Test AASHOTI80
DATE OF
TEST
TEST
No.
ELEV. UFT
TEST LOCATION FT. NO.
1
FIELD
MOISTURE
IN-PLACE DENSITY
(LBS./CU. FT.)
COMPACTION
-ET DRY
10-29
1 1
Between Manhole 46 and 47 1-2
1 19.7
116.0
105.8 1
95.8
"
2
Same lqradel
14
117 8
106.7 1
96.7
"
3
Between Manhole 47 and 48 1-2 (
110.0
115.9 1105.3
1 95.4
" 1
4 1
Same
laradel
11.1,
117.9
106.1 1 96.1
"
( 5
1 Between Manhole 48 and 49 (
10 6
119.4 1108.0
97.8
It6
Between Manhole 49 and 50 I" 1
10.0
116.8
I
1106.2 196.2
"
1 7
1 Between Manhole 50 and 51
110.0
115.5
1105.0 95.1
10-301
8
1 Lot 19 and 20 Block 620
I"
1
19.4
115.9
106.0 '
"
1 9
1 Lot 17 and 18 Block 620
1"
1
110.21
118.1
1107.2 97.1
"
10
1 Lot 15 and 16 Block 620 l"
1
10.9
120.5
108.6 98.4
"
11
Lot 18 and 19 Block 619
110.61
118.3
107.0 96.9
"
12
I
Lot 20 and 21 Block 619
iI
I
10.3
116.8
105.9 95.9
"
1 13
Lot 13 and 14 Block 620
1
10.9
118.3
106.7 1 96.7
If
14
Lot 16 and 17 Block 619 1"
I
110.91
117 5
106.0
! 96.0
"
15
I
I Lot -14 and 15 Block 619 ItI
10.7
117.9
1106.5 96.5
Remarks
Tech: J. Cornell
1 Client, Attn: En
Deot-
PITTSBURGH TESTING LABORATORY
E 5T nCOST ENGINEERING
n, r
DISTRICT MANAGER
ST"- f o PITTSE .RGH TESTING LABC ATORY Class 'ARM NO. 49 REV.
iso
,s e
9ESTABLISHED 1881
90 _
PITTSBURGH, PA.
Order No. MA 3707
AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES. ALL REPORTS
P �y ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION Report No.
gEP �y FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
�C RE tT` OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. Client's No.
gSANOL
REPORT OF IN-PLACE SOIL DENSITY TESTS Lab No: 471
Client
Project Sebastian Highlands w/r 3874 � SH
Soil Description Gray sand and hardpan
Max. Dry Density 110.4 lbs./cu. ft. Optimum Moisture 10-9 o Method of Test AASWQTJ RQ
DATE OF
TEST
TEST
HO.
TEST LOCATION 1
ELEV.
FT.
UFT
NO.
FIELD
MOISTURE
IN-PLACE DENSITY
'LBS.� CU. FT.) COMPACTION
wET ORT '
10-20 I
1
Between Manhole 45 to 46 1-3
110.3
1> 1106.3
196.3
"
Z
Between Manhole 45 to 46 igradel
1
117.3
106.0 1 96
"
3 JBetween
Manhole 45 to 41 1-3
1
1
7
" 14
Between Manhole 45 to 41 1gradel
1
117.7 1106.5
I
1 96.5
"
5 113etween
Manhole 90 to 86
11-3
10.0
117.4
106.8 96.7
10-21
1 6
(Between Manhole 90 to 86
rade
(10.1
115.9
1105.3 95.4
"
11
Between Manhole 40 to 41
1"
1
110.8
117.4�106.0
iQ6.0
"
18
(Between Manhole 40 to 39
110.9
116.9 1105.4 95.5
"
19
IlBetween Manhole 39 to 38
1"
1110.4
117.0
106.0
96.0
"
10
ILot 21 and 22, Block 620
11"
10.7
119.5 1108.0 197.8
"
11
JLot 23 and 24, Block 620
1
11.0
117.8
(106.1
196.1
"
1 12
Lot 20 and 21, Block 594
(10.6
117.4
�106.2 ! 96 2
"
13
Lot 22 and 23, Block 594
41
1
.10.1
1115.-q
I
104.9 195.0
"
114
Lot 24 and 25, Block 594�10.819
"
15 Lot 26 and 27, Block 594
10.2
1117-1
1106.3 l 96 3
Remarks _ Tech: J. Cornell
1 Client, Attn: Engr. Dept.
2 C lent,ttn: Engr. Dept., 8389 S. Federal Hwy., Port St. Lucie, Fla. 33452
1 City of Sebastian, PO Box 121 Sebastian, Fla l9qSS
1 City_Engineer, Robert Lloyd, P.E. PO Box 127, Sebastian, Fla_
1 Tech.
NOV 3 0 lybl
PITTSBURGH TESTING LABORATORY
In �A MNEERING
2
DISTRICT MANAGER
;E"'"`,PITTSB RGH TESTING LABC ATORY 11 ORM NO, 49 REV.
S '"1.4°09 Class A
O y7 ESTABLISHED 1661
= A PITTSBURGH, PA.
Order No. MA _17177
r AS A MUTUAL PROTECTION TO CLIENT!, THE PUBLIC AND OURSELVES. ALL REPORT! 416
c y`y ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS, AND AUTHORIZATION Report No.
iC RC`'L'�`� FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
OUR REPORT! IS RESERVED PENDING OUR WRITTEN APPROVAL. Client's No.
RSANG
REPORT OF IN-PLACE SOIL DENSITY TESTS
Client General Oevelnpment Corporation, 1111 S Rayshore Drive, Miami, Elnrida 33111
Project Sebastian Highlands WR 3874
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
TEST
TEST
NO.
T E S T LOCA T I O N
ELEV.
FT.
UFT
NO.
FIELD
MOISTURE
IN-PLACE DENSITY
(LBS./CU. FT.)
-
COMPACTION
`MET
'CRY I
9-15-8
Between manhole 27 & 28 1-2
1
110.7
117.7
106.3 1
96.3
Between manhole 27 & 28
Grade
11.0
118.8
107.1
97.0
1-2 Between manhole 28 & 29
10.6
118.2
106.9 I
96.8
1 Between manhole 28 & 29
(Grade
10.9
118.6
107.0 1
96.9
1
Between manhole 29 & 30
1-2
110.8
118.7
107.2
1 97.1
Between manhole 29 & 30
Grade
111.1
118.3
106.5
1 96.5
9-16-8'.1
Between manhole 30 & 31
1-2
10.9
116.8
105.3
95.4
Between manhole 30 & 31
Grade
111.0
117.6
1106.0
1 96.0
9-17-8
1 Lot 15 & 16 Blk. 607
Grade
110.7
118.4
107.0
I 96.9
1
Lot 13 & 14 Blk. 607
Grade
111.1
117.7
106.0
1 96.0
Lot 11 & 12 Blk. 607
Grade)
10.9
118.3
106.6
96.6
Lot 9 & 12 Blk. 607
Grade
-110.9
119.1
107.4
97.3
iLot
7 & 8 Blk. 607
Grade
F-11.3
117.8
105.9
95.9
1
Remarks Tech: J. Cornell -
1 Client, Attn: En r. Dept.
2 Client,Attn: Engr. Dept., 8380 S. Federal Hwy., Port St. Lucie, Fla. 33452
1 Citv of Sebastian. PO Box 127, Sebastian. Fla. 32958 „ AV -S&
1 Tech.
2 MA
( !
PITTSBURGH TESQC TING LABORATORY
n, -tin � p1N1r�R���
DISTRICT MANAGER
ZESTINC F O PITTSB—iRGH TESTING LABC, .ATORY class ;ARM N0. 49 REV.
s '^'sog9
:9 ESTABLISHED fest
9 PITTSBURGH, PA.
r
AS A MUTUAL Order No. MA 37(17
PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES. ALL REPORT! 413
1y ARE SUBMITTED A! THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION Report No.
FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
p C OUR REPORT! 13 RESERVED PENDING OUR WRITTEN APPROVAL.
Client's NO.
REPORT OF IN-PLACE SOIL DENSITY TESTS
Client General Development Corooratinn, 1111 S RayshnrP (]rive, Miami, Florida 33131
Project Sebastian Highlands WR 3874
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
TEST
TEST
NO.
ELEV.
T E S T L O CA T 1 0 N FT.
LIFT
NO.
IM
FIELD
OISTURE
IN-PLACE DENSITY
(LBS./CU. FT.)
COM PwCTtoH
wET
DRY I
9-16-8
Road crossing Lot 1, Blk. 599 W. lane 1-6
1
110.21116.5
105.8 I
95.8
Road crossing Lot 1, Blk. 599 W. lane 1-4
10.71118.0
106.6 1
96.6
Road crossing Lot 1, Blk. 599 W. lane
-2
10.4
118.7
107.5
97.4
Road crossing Lot 1, Blk. 599 W. lane -1Grade
1107.5118.3;
1107:0
1.
97.0
1
Road crossing Lot 1, Blk. 599 E. lane 1-6
1
110.01116.7
106.1
96.1
Road crossing Lot 1, Blk. 599 E. lane 1-4
1
110.51117.1
106.0
( 96.0
1
Road crossing Lot 1, Blk. 599 E. lane
1-2
110.9
118.4
1106.7
96.7
1
Remarks Tech: J. Cornell
1 Client, Attn: Engr. Dept.
2 Client,Attn: Engr. Dept., 8380 S. Federal Hwy., Port St. Lu
1 City of Sebastian, PO Box 127, Sebasi<Jan Fla. 32958
1 City Engineer, Robert Lloyd, P.E. PO Box 127 Sebastian Fla 58
AdElk 1 Tech. ra 19K_
2 MA
PITTSBURGH TEST
MST C
0, j, —. 4d_�,C�
JDISTRICT MANAGER
/tE571NC�4 PITTSB .RGH TESTING LABC ATORY It ORM NO. 49 REV.
C1dSS A
SV O ESTABLISHED 1881
9 PITTSBURGH. PA.
< Order No. MA 3707
z AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS 416
ARE SUBMIT -TED AS THE CONFIDENTIAL PROPERTY OF CLIENTS, AND AUTHORIZATION Report No.
FOR PUBLICATION REGARDING
OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL.
yFRSANOClient's No.
REPORT OF IN-PLACE SOIL DENSITY TESTS
Client General Development Corporation, 1111 S_ BayshnrP Drive Miami, Florida 33131
Project Sebastian Highlands WR 3874
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
TEST
TEST
No.
TEST LOCATION
ELEV.
FT.
UFT
NO.
FIELD
MOISTURE
IN-PLACE DENSITY
(LBS./CU. FT.)
ICOMPACTION
'.VET DRY
9-15-81
1
Between manhole 27 & 28
-2 1
110.7
117.7
106.3 1
96.3
Between manhole 27 & 28
Gradel
111.0,
118.8
107.1 1
97.0
Between manhole 28 & 29 �-2
1
110.61
118.2
106.9
96.8
Between manhole 28 & 29 1Grade
110.9
118.6
107.0
96.9
1
Between manhole 29 & 30
1-2
1 110.8
118.7
107.2
97.1
Between manhole 29 & 30
Grade
111.11
118.3
1106.5
96.5
9-16-8
( Between manhole 30 & 31
-2
110.9
116.8
105.3
I 95.4
Between manhole 30 & 31
Grade
111.0
117.6
106.0
1 96.0
9-17-81
Lot 15 & 16 Blk. 607
(Gradel
10.7
118.4
107.0
1 96.9
1
Lot 13 & 14 Blk. 607
113rade�
111.1
117.7
106.0
96.0
Lot 11 & 12 Blk. 607
Grade
110.91
118.3
106.6
1 96.6
Lot 9 & 12 Blk. 607
Grade
110.9
119.1
107.4
1 97.3
Lot 7 & 8 Blk. 607
Grade
11.3
117.8
105.9
95.9
1
Remarks Tech: J. Cornell
1 Client, Attn: Engr. Dept.
2 C lent, ttn: Engr, Dept., 8380 S. Federal Hwy., Port St. Lucie, Fla. 33 52
1 Citv of Sebastian. PO Box 127. Sebastian,
1 Tech.
2 MA
IXT2 61981
PITTSBURGH TnTING LABORATORY
1NEFRING
I
DISTRICT MANAGER
;ESTr"G f o PITTSBut�GH TESTING LABC,..ATORY class ARM NO. d9 REV.
,s
ESTABLISHED IBBI
9
PITTSBURGH, PA.
z A9 A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES. ALL REPORTS Order No. MA 3707
ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY Of CLIENTS. AND AUTHORIZATION Report No. 412
FOR PUBLICATION OFSTATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. Clients N0.
SAND G
REPORT OF IN-PLACE SOIL DENSITY TESTS
Client General Development Corporation, 1111 S Rayshnre Drive, MiAmi, Florida 33131
Project Sebastian Highlands Wg 3871
Soil Description Gray sand & hardpan mixture
Max. Dry Density 110.4 lbs./cu. ft. Optimum Moisture 10_9 0 Method of Test AASHTO T180
OfI
TEST
TEST
NO.
T E 5 T LOCATION
ELEV.
FT.
IMFIELO
LIFT
NO.
OISTURE
IN-PLACE DENSITYDATE
(LBS./CU. FT.)
COMPACTION
.SET DRY
9-16-81
1
Lot 7, Bl k. 611
Lrade
11.0
116 .9
105.3 195.4
Lot23, Blk. 611
rade
110.6
117.2
196.0
I
I
1
1
1
Remarks
Tech: J. Cornell
1 Client, Attn: En
nC,nt
PITTSBURGH TESTING LQ80R1ATORY
yGINEERING
DISTRICT MANAGER
PITTSBvRGH TESTING LABC.- .ATORY class "ARM N0. 43 REV.
e
ESTABLISHED I861
0 9�
= 9 PITTSBURGH, PA.
r < Order No. MA 3707 A3 A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORT! �y 413 ARE SUBMITTED A! THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION Report No.
FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
5 AND
OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. Client's No.
qL
REPORT OF IN-PLACE SOIL DENSITY TESTS
Client TPn ral QPvPlnpmPnt Corporation, 1111 BayshnrP nrive, Miami, E1nrirla 311,31
Project Sebastian Highlands WR 3874
Soil Description Gray sand & hardpan Mixture
Max. Dry Density 110'4 lbs./cu. ft. Optimum Moisture 10.9
% Method of Test AASHTO T180
DATE OF
TEST
TEST
No.
ELEV.
T E 5 T LOCATION FT.
LIFT
NO.
IM
FIELO
OISTURE
IN-PLACE OENSITY
ILBS./CU. FT.)
-
COMPACTION
WET
oar
9-16-8
Road crossing Lot 1, Blk. 599 W. lane 1-6
110.21116.5
1105.8
1
95.8
Road crossing Lot 1, Blk. 599 W. lane �-4
110.71
18.0 1106.6
1
96.6
Road crossing Lot 1, Blk. 599 W. lane 1-2
110.4
118.7
107.5 1
97.4
Road crossing Lot 1, Blk. 599 W. lane 1Gradel
110.5
118.3
107.0 1
97.0
Road crossing Lot 1, Blk. 599 E. lane 1-6
1
110.0�116.7
106.1
1 96.1
Road crossing Lot 1, Blk. 599 E. lane
-4
110.5
117.1
106.0
1 96.0
Road crossing Lot 1, Blk. 599 E. lane
1-2
1
110.9
118.4
106.7
1 96.7
1
1
1
1
1
1
1
1
1
1
Remarks Tech: J • Cornel 1
1 Client, Attn: Engr. Dept.
_
2 Client, Attn: ngr. Dept., 8380 S. Federal Hwy., Port St. Lucie,
1 City Engineer, Robert Lloyd, P E , PO Box 121, 5ebasti an , ria . sc -ztg
Adlhh1 Tech. 1981
2 MA OCT
PITTSBURGH TESTING LABORATORY
n FAST COAST ENGINEERING
l'.
DISTRICT MANAGER
�1ESTINC�4 PITTSB 'RGH TESTING LABC ATORY (` FORM NO. s� REV,
r�'y f" ESTABLISHED 1881 Cl ass A
=9� PITTSBURGH, PA. Order No. MA 3707
z AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES. ALL REPORTS
'. Py ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY Of CLIENTS. AND AUTHORIZATION Report No.
E' FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
,yFE'q PE•`��1� OUR REPORT! 13 RESERVED PENDING OUR WRITTEN APPROVAL. CI lerrt's No.
SgNO Lab No : 411
REPORT OF IN-PLACE SOIL DENSITY TESTS
Client General OpyPlopment Corooratinn, 1111 S Bay-,hnre Drive, Miami, Fhnrida 13131 —
Project Sebastian Highlands wr 3874
Soil Description Gray sand and hardpan mixture
Max. Dry Density 110.4 lbs./cu. ft. Optimum Moisture 10.9 o Method of Test AASHOT-16(1
DATE OF
TEST
TEST I
No.
_
TEST LOCATION
ELEV..,
FT.
LIFT
No.
FIELD
MOISTURE
IN-PLACE DENSITY
(LBS./CU. FT.)
COMPACTION
WET 11111
9-11
1
Between Manhole 26 and 27 I
-5
11.0
117.8
106.1
96-1
9-11
2
11 ItItII It
I -3
10.7
I Q 6-8
9-12
3
11 II 11 11 It
-2
10.5
118.R
1Q7_q I Q
9-12
I 4
11 11 It11 11
rade
9
Remarks Tech: J. Cornell
I Client, Attn: Engr. Dept.
2 Client,Attn: Engr. Dept., 8380 S. Federa Hwy., Port St. Lucie, F a.
1 Citv of Sebastian. PO Box 127. Sebastian. Fla. 32T58
1 Tech ll" -
2 MA
qW
PITTSBURGH TESTING LABORATORY
EA.'q C ST ENGINEERING
1 V
DISTRICT MANAGER
JQ�ysS""" (4e�9 PITTSE .RGH TESTING LABC ATORY Mass 'All "�. a9
0 y ESTABLISHED 1861
► O
PITTSBURGH, PA.
< Order No. MA 37n7
_ 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,'iC 4 FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
�FFgSANO�OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. Clients No.
Lab No: 409
REPORT OF IN-PLACE SOIL DENSITY TESTS
Client Ten ral Development Corporation, 1111 S 6ayshnre Drive, Miami, Florida 31131 _
Project Sebastian Highlands wr 3874
Soil Description Gray sand and hardpan mixture
Max. Dry Density 110.4 lb,./cu. ft. Optimum Moisture 10.9 o Method of Test AASHOT-180
DATE OF
TEST
TEST
NO.
_
T E 5 T LOCATION
ELEV. ..
FT.
LIFT IM
NO.
OISTURE
-
IN-PLACE DENSITY
I COMPACTION
WET DRY
9-4
1 I
Between Manhole 26 and 25 I
-4 (
110.9
118.0
106.4 96.4
9-4
2 I
1.
-2 (
10.4
118.8
107.6 97.5
9-4
3
'• 11 .. it 11
,grade
1119.0
in7-2 97-1
9-8
4
Between Manhole 25 and 24':.
-4
1 10 ,61118.3
P6.9
9-8
1 5 (
1. 11 .. .. ..
-2
9I
o
9-9 I
6
rade
I 10.8k].8.8
107.2 97.1
9-9
7
Between Manhole 24 and 23
1 -4
1 11.0
117.4
10
9-10
18
11
I It
-2
I 110.21117.0
106.2 96.2
9-12
9
of If to 11 11
made
� 11.4 117.6
1105.5 95.6
9-9-
1 10
I Roadcrossing Lot 16 Block 610
I-5
!10.11116.8
106.1 '96.1
9-9
11
11
1 It
-3
1 10.91
117.4
105.9 95.9
9-9
12
If11
-2
11.1.118.0
106.3 96.3
-97.4
9-12
13
-1
111.01119.4
107
I
Remarks_ Tech: J . Cornel 1
1 Client, Attn: Engr. Dept.
2 Client,Attn: Engr. Dept., 8380 S. Federal Hwy., Port St. Lucie, Fla. 33452
1 City of Sebastian, PO Box 121, Sebastian, Fla. 32958
1 City Engineer Robect L10 d P.E. PO Box 127 Sebastian F
1 Tech.
2 MA
OCT
PITTSBURGH TESTING LABORATORY
ST AS INEERING
� 1
DISTRICT MANAGER
�SSTINC�4eO PITTSE _RGH TESTING LABS- 'ATORY Class iORM NO. 49 R=�.
�'9 ESTABLISHED IBBI A
9
2C,
PITTSBURGH, PA.
Order No. MA 3707
T AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES. ALL REPORTS
y`h ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION Report No.
FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
ASANG OUR REPORTS 13 RESERVED PENDING OUR WRITTEN APPROVAL. Client's No. _
REPORT OF IN-PLACE SOIL DENSITY TESTS Lab No: 411
Client
Project Sebastian Highlands wr 3874
Soil Description Gray sand and hardpan mixture
Max. Dry Density 110.4 lbs./cu. ft. Optimum Moisture 10.9 % Method of Test AASHOT-18n
DATE Of
TEST
N0.
TEST LOCATION -�-
ELEV.:.
FT.
�FTIN-PLACE
E
DENSITY
COMPACTION
(LBS./CU. FT.)TEST
NET DRY 1
9-11
1
Between Manhole 26 and 27
-5
11.0
117.8
106.1
96-1
9-11
2 I
II II II 11 II
-3
10.71
118.3
106-9
96 R
9-12
3
11 II II II H
-2
10.5
11R_8I
a
9-12
4
II 11 11 II II
rade
I B
I
I
c
Remarks Tech: J. Cornell
1 Client, Attn: Engr. Dept.
2 Client,Attn: Engr. Dept., 8380 S. Federal Hwy., Port St. Lucie, Fla.
1 City of Sebastian, PO Box 127, Sebastian Fla, 32958
1 City Engineer. Robect Lloyd, P.E., PO Box 127 Sebastian, Fl
1 Tech. lJW
2 Ma
OCT
PITTSBURGH TESTING LABORATORY
AS GINEERING
EAS�
DISTRICT MANAGER
_ PITTSE? _RGH TESTING LABC 'ATORY
' f�^vp ESTABLISHED Iver
O 9O
12PITTSBURGH, PA.
r A9 A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES, ALL REPORT!
o by ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION
YG cC`'L ��y FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
1N� OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL.
REPORT OF IN-PLACE SOIL DENSITY TESTS
FORM NO. 49 RSV.
Class "A"
Order No. MA 3707
Report No.
Client's No.
Lab No : 409
Client G neral DPvplopmpnt Corporation, 1111 S Baychorp Drive, Miami, Elnriria 33131
Project Sebastian Highlands wr 3874
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.
T E S T LOCATION =
ELEV.,
FT.
LIFT
NO.
FIELD
MOISTURE
IN-PLACE DENSITY
(LBS./CU. FT.)
COM PAC TIDH
WET DRY
9-4
1
Between Manhole 26 and 25
-4
10.9
118.0
10
9-4
2
11 11
-2
110.4
11
9-4
3
Ivrade
11-0
119-0
107.2 97.1
9-8
4
I Between Manhole 25 and 242.
-4
10.6
118.3
107.096.9
9-8
5
11 II II II If
-2
10.9
117.5
1
9-9
I 6
I ��
rade
10.8
118.8
i
107.2 97.1
9-9
7
Between Manhole 24 and 23
�-4
11.0k].7.4
10 4
9-10
8
-2
10.2
117.0
106.2 96.2
9-12
I 9
11 if if
rade
111.4
I
117.6
1105.5 ! 95.6
9-9-710
I Roadcrossing Lot 16 Block 610
-5
10.1
116.8
i
106.1 196.1
9-9
11
if
-3
10.9
117.4
i
105.9 95.9
9-9
12
" " " IfII
-2
11.1
118.0
106.3 196.3
9-12
13
11
�
-1
11.0
119.4
I
107.5 197.4
Remarks Tech: J. Cornel 1
1 Client, Attn: Engr. Dept.
2 Client,Attn: Enqr. Dept., 8380 S. Federal Hwy., Port St. Lucie, Fla.
inppr_ Rnhprt l lnvri_ P_F_ _ PO Box 127. Sebastia
1 Tech. 'Ali
2 MA
qW
PITTSBURGH TESTING LABORATORY
AST ENGINEERING
l
DISTRICT MANAGER
SSSIIYG �4eG PITTSB,, RGH TESTING L_ABC _ATORY Class "All "°. <g REV.
9 ESTABLISHED 1881
Z9a PITTSBURGH, PA.
Order No. MA 17n7
z A3 A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURS ELYE3, ALL REPORT! 224
hARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIEN T9. AND AUTHORIZATION Report No.
E' FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
/C PESr��. OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. Cllent'� No.
gSANG
REPORT OF IN-PLACE SOIL DENSITY TESTS
Client General OPvPlnpmPn .or ora ion, 1111 S_ RayshorP nrivP, Miami, F1nrirla 11111
Project Sebastian Highlands WR 3874
Soil Description
Gray sand & hardpan
Max. Dry Density 109'8 lbs./cu. ft. Optimum Moisture 11-0 O Method of Test AASHTO T180
GATE OF
TEST
TEST
No.
ELEV.
T E S T LOCATION GT.
UFT
NO.
FIELD
MOISTURE
PLACE OE14SITY
r.
IN - U. FT.) ACTION
(19 S.�C
COMP
WET DRY I
l�
7-18-81
Manhole 15
2 1T10.81113.6
1107.0
1
97.5
Manhole a
-2
1 111.0
117.7
106.0
96.6
lGradei
10 4
116.3
105.3
95.9
Manhole 41
"
1
10.5
118.9
1107.6
1.98.0
1
Hanhnlp A
10.6
119 7
108.2
198.6
1
ManholeI
"
1
10.3
115.9
105.1
95.7
Manhole 121
1
110.7
116.6
105.3
95.9
Manhole 14
"
I
110 6
117.4
106.1
( 96.6
M
1
110.9
117.9
1106.3
1 96.8
Ha
1
10.8
118.2
106.7
97.2
7-1q-2
M
(
1
10.3h18.6
107.5
97.9
r-lanholp 21"
1
10.4
117.2
106.11
96.6
1
M
1
10.5
118.4
107.6
97.6
n
10.2
119
Remarks Tech: J. Cornell .
1 Client, Attn: Engr. Dept.
2 Client,Attn: Engr. Dept., 8380 S. ederal Hwy., Port St. Lucie, F Z 33452
1 City Engineer, Robert Lloyd, P E , PO Box 127 Sebastian, Fla 329513
1 Tech.
2 MA
PITTSBURGH TESTING LABORATORY
DISTRICT MANAGER
,fSTINC� gPITTSB`,rRGH TESTING LABC -ATORY „os' NO. 49 REV.
ao9 Class A
p9a ESTABLISHED ISBI
9 PITTSBURGH, PA.
Order No. MA -17D7
S A3 A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS 218
r^ oy ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION Report No.
yc'
FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING y
o- RC1N OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. Cllent's NO.
REPORT OF IIS -PLACE SOIL DENSITY TESTS
Project Sebastian Highlands WR 3874
Soil Description Gray sand with hardpan
Max. Dry Density 110.4 lbs./cu. ft. Optimum Moisture 10.9 o Method of Test AMHTO T120
GATE OF I
TEST
TEST
No.
TEST LOCATION
I
ELEV.
FT.
I
LIFT
N0.
FIELD
MOISTURE
IN-PLACE DENSITY
(L85.1CU. FT.)
COMPACTION
MET DAY
7-11-8
1
Laterals at lots 1 & 2, Blk. 611 (
1
11 9
2
Between MH 16 & 17
1
1
3
Between 1411 16 & 17
12
=LZCL2
1
10 7 - 4
07 1-
4
Between 11H 17 & 21
11
113.2
119.4 1105.5
5
Bet,.,een MH 17 & 21
I
2 112.0
119.3 1107-0
qfi.
Remarks Tech: J Cornell 3' &4' lifts top l' of lift
1 Client, Attn: En r. Dept.
2 Client,Attn: Enqr. Dept., 8380 S. Federal Hwy., Port St. Lucie, F a. 33452
1 City Engineer Robett Lloyd P E , PO Box 127, Sebastian, Fla 32958
1 Tech.
2 MA
PITTSBURGH TESTING LABORATORY
.DISTRICT MANAGER
±`ES""� ` o PITTSBV rRGH TESTING LABG -ATORY class "A"
a S iGa FORM NO. 43 REV.
9
oy � ESTABLISHED ISBI
Z PITTSBURGH, PA.
(�
z K Order No. MA -1707
AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS 201
SEay ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION Report No.
?LC FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. Cllent'S NO.
fSA"a
REPORT OF IN-PLACE SOIL DENSITY TESTS
.. .. .. .. >ici�
Project Sebastian Highlands tJR 3874
Soil Description Gray sand & hardpan
Max. Dry Dens ity 109.31 lbs./cu. ft. Optimum Moisture 11 -0 o Method of Test AASHTO T180
DATE OF
TEST
TEST
No.
TEST L O C �. T I O N
ELEV.
FT.
UFT
NO.
IELD
MF
OISTURE
.j
IN-PLACE DENSITY
(LOS./CU. S.�CU. FT.)
COMPACTION
WET DRY 1
6-29-8
Between manhole 8 & 9 1-3
!
110.5
115.8
104.8 1
95.4
Between manhole 3 & 9 1-2
10.7
116.6
105.3 1
95.9
Between manhole 8 & 9 1-1
1
10.4
117.0
106.0
96.5
6-30-8
Rd. crossing Capri & Schumann
I-4 1
110.1
117.2
106.4 I
96.9
Rd. Crossing Ca 'ri & Schumann
-2
110.31117.8
106.8 i
97.3
Rd. Crossing Gapri & Schumann
1-1
10.31118.2
1106.6
97.1
Between manhole 3 & 4
1-4
1
110.3
116.7
105.8
l 96.3
Between Manhole 8 & 4
-2
1
10.2
115.9
1105.2
95.8
Between manhole 8 & 4
-1
9.3
115.5
1105.2
I 95.3
1
Remarks Tech: J. Cornell
1 Client, Attn: Engr. Dept.
2 Client, ttn• ngr. Dept., 838 S e era Hwy., Port St. Lucie, F a. 33452
1 City of Sebastian PO Box 127, Sebastian Fla 32958
1 City Engineer Robett Lloyd, P E , PO Box 127 Sebastian Fla 32958
1 Tech
-2 MA
PITTSBURGH TESTING LABORATORY
1
DISTRICT MANAGER
;ESTI"G f o PITTSB`,RGH TESTING L.ABC -ATORY Class FARM NO. 49 REV.
s '�se46
9 ESTABLISHED test
O Y�
Z M PITTSBURGH, PA.
t AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES. ALL REPORT! Order No. MA -1707
ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS, AND AUTHORIZATION Report No. 226
FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
��
'9SAND OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. ClIent'S No.
'�
REPORT OF IN-PLACE SOIL DENSITY TESTS
. . • . :. . • . 11 . .
Project Sebastian Highlands
Soil Description Gray sand
Max. Dry Density 107.2 lbs./cu. ft. Optimum Moisture 11 .1 o Method of Test AASffTO T180
DATE OF
TEST
TEST
NO.
ELEV.
T E 5 T LOCATION FT.
I
LIFT
NO. I
FIELD
MOISTURE
IN-PLACE DENSITY
(LBS./CU. FT.) '
'0.P AC T ION
WET ORr
7-19-81
Between manhole 1& 2
GradeI
1
10.3
114.3
103.296.2
Between manhole 2 & 3
LLM
115.0
104
Between manhole 3 & 4
10.91
114.5
Between manhole 4& 8 I
I
11.0
115.3 1
103.9 I
96.9
Between manhoie'3 &` 9
11.0
116.1
104.6
97.6
Between manhole 9 & 12
I
10.7
114.9
103.8
I 96.8
Between manhole 12 & 14
10.41
4
I 96.3
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
DISTRICT MANAGER
`E5T1H�� PITTSB� .-RGH TESTING LABC ATORY 11 ORM NO. 49 REV.
,S "��ao9 Class A
O i ESTABLISHED 1881
PITTSBURGH, PA.
K
=
AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES, ALL REPORT! Order No. MA 37n7
�L�Lh ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS, AND AUTHORIZATION Report No. 215
iC FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
SANO OUR REPORT! IS RESERVED PENDING OUR WRITTEN APPROVAL. Client's No.
gL
REPORT OF IN-PLACE SOIL DENSITY TESTS
Client
Project Sebastian Highlands WR 3874
Soil Description Gray sand & hardpan
Max. Dry Density 109.8 lbs./cu. ft. Optimum Moisture 11.0 a Method of Test AASHTO T180
DATE OF
TEST
TEST
No.
T E S T LOCATION
ELEV.
FT.
LIFT
NO.
FIELD
MOISTURE
1
IN-PLACE DENSITY
(LBS./CU. FT.)
COMPACTION
WET DRY
7-9-81
1
Between MH 4& Capri Ave.
1
2
6.2 1
13
Between 1,1H 4 & 3
12
5.7
112.1
106.1
96.6
Between MH 3 & 2
113.ZJ10
-7
97.2
Between MH 2& 1
2
5.9
111,
10
7-10-81�
Max. Den. 110.4 Opt. moist. 10.4
Between MH 15 & 16
1
116.2
123.2
106.0
__96.0
Between MH 15 & 16
2
114.8
122.4
106.6
96.6
7
Lateral at Lots 9 & 10 Blk. 612
1
112.9
119.6
105.9
( 95.9
Lateral at Lots 3 & 4 Blk. 612
1
h2.2
120.1
107.0
I 96,9
g
Lateral at Lots 3 & 4 Blk. 611
1
111.7
118.5
106.1
96.1
Remarks Tech: J. Cornell
1 Client, Attn: Engr. Dept.
C lent, ttn: nqr, Dept., 8380 S. ede-r--aF Hwy., Port St. Lucie, F a. 33452
_ I L'Ity OT Jeoasr-lanvu box I[/. JeQd5LIan, ria jcy�o
1 City Engineer, Robett Lloyd, P E , PO Box 127, Sebastian Fla. 32958
1 Tech.
2 MA
PITTSBURGH TESTING LABORATORY
U , )4t4ta� ss.
DISTRICT MANAGER
�ESTIHG� PITTSBw..rrZGH TESTING LABG -ATORY I;ORMN0.49REV.
Class A
ESTABLISHED I861
9
PITTSBURGH, PA.
r '< MA 37n7
URSELVESALL REPORTS Order NO. AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND O, --
P �y ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION Report No. 204
'.0 SL. �y FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
RL �E� OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. Client's NO.
SAND
REPORT OF IN-PLACE SOIL DENSITY TESTS
Project Sebastian Highlands WR 3374
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.
ELEV.
FT.
T E S T L O C A T I O N I I
UFT FIELD
MOISTUREI
NO. -
I
IN-PLACE OENSITY
(LBS./CU. FT.)
COMPACTION
WET
DRY 1
7-1-81 I
Between manhole 8 & 4 1
Grade l
I
1Q.ZJ
118
97.4
Between manhole 8 & 9 (G
7-2-81
Between manhole 4 & 3
-2
110-11
119.9
95 -9 -
Between manhole 4 & 3
Gr
Rd, crossing Capri & Schumann
Gradpi
110-1
117 R
in6_7
q7_2
Remarks Tech: J. Cornel 1
1 Client, Attn: Engr. Dept.
2 Client,Attn: Engr. Dept., 838 S. Federal Hwy., Port St. Luc1e, F a.
1 City Engineer, Robert Lloyd, P E , PO Box 127, Sebastian Fla. 32958
1 Tech.
2 MA
PITTSBURGH TESTING LABORATORY
DISTRICT MANAGER
1ESTINC f o PITTSB,., fRGH TESTING LABC .ATORY class ;ARM NO. 49 REV_
s '^seg6
9 ESTABLISHED 1861
PITTSBURGH, PA.
<
Z AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OUR9ELVE9, ALL REPORTS Order No. MA 3707
Lp \y ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS, AND AUTHORIZATION Report No. 221
Sc PC � FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. Cllent'S No.
RS ANO �
REPORT OF IN-PLACE SOIL DENSITY TESTS
Client Gen ra l Development Corporation. 1111 S_ Say -shore Drive, Miami, Florida da 33131
Project Sebastian Highlands SJR 3874
Soil Description Gray sand & ha
Max. Dry Density 109.3lbs./cu. ft. Optimum Moisture 11 •� 0 Method of Test �AASHTO T 180
DATE OF
TEST
TEST
NO.
T E S T LOCATION
ELEV. J.1T
FT.
NO.
FIELD
MOISTURE
IN-PLACE DENSITY
(L85.�CU. FT.) "
COM PAC TION
war oar I
7-14-81
Between manhole 21 & 43
-1
10.61113.4
1107.1
I
97.4
Between manhole 43 & 44
-1 1
110.91117.2
1
105.7 I
96.3
7-17-3
Between manhole 17 & 18
-1 1
10.4
117.6
106.5
97.0
Between manhole 13 & 19
-1
T
10.5
115.7
( 104.7 I
95.4
Between manhole "19 &.20
( -1
10.7
116.4
1105.1
95.8
( Manhole 1
1 Grad
10.4
177.0
1 106.0
96.5
Manhole 2
Grad
110.3
116.6
105.7
I 96.3
Manhole 3
-2
1
110.4
117.3
( 106.3
96.8
Manhole 4
-2
10.9
117.2
( 105.7
96.3
Manhole 3
-2
11.0
116.3
105.2
95.9
Manhole 9
-2
10.5
117.8
106.6
97.1
Manhole 12
-2
10.6
116.2
105.1
95.3
Manhole 16
-2
10.7
115.9
104.7
95.4
7-18-3
Manhole 17
-2
10.1
116.8
F106-1
96.6
Manhole 21
-2
10.7
113.0
1 106--6
97.1
Remarks Tech: J. Cornell
1 Client, Attn: Engr. Dept.
2 Client,Attn: Engr. Dept., 8380 S. Federal Hwy., Port St. Lucie, F a. 33452
1 City Engineer Robert Lloyd, P E PO Box 127, Sebastian Fla 32958
I Tech.
2 MA
PITTSBURGH TESTING LABORATORY
�Tic}y
DISTRICT MANAGER
�S5TINCI4eO PITTSB,,rRGH TESTING LABG_ .ATORY class 'ARM NO. 49 REV.
11
ESTABLISHED 1881
O 90
PITTSBURGH, PA.
<
r
AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORT! Order No. MA 3707189
yARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS, AND AUTHORIZATION Report No.
VC SL' FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
PE �F.� OUR REPORT! IS RESERVED PENDING OUR WRITTEN APPROVAL. Cllent'� NO.
RSANOL
REPORT OF IN-PLACE SOIL DENSITY TESTS
Client Gmoral Development Corporation, 1111 SRayshore Drive, Miami, Fhnrida 13131
Project Sebastian Highlands WR 3874
Soil Description
Max. Dry Dens i
Grav sand & hardpan
109.8 i Ibs./
I ---
Optimum Moisture
11 .0 O Method of Test AASHTO T180
IN-PLACE DENSITY
GATE OF TEST — ELEV. LIFT
TEST
NO.
TEST LOCATION
FT.
JMF,IELDE
NO.
OSTUR
(LBS./CU. FT.) R
COMPACTION
'.VET DRY
6-15-4
Backfill between manhole 14 + 15
-6
,10.4
118.6
107.4 197.3
Backfill between manhole 14 + 15 I
-4
10.6
117.2
105.9
96.5
6-16-31
Backfill between manhole 14 + 15
-3
10.31116.9
106.0 1
96.5
Backfill between manhole 14 + 15 I
-2
10.8
117.7.
106.2
196.7
Backfill between manhole 14 + 15
T-1
1
10.9
118.6
106.9
97.4
Backfill between manhole 14 + 13
I -2
(10.2
118.4
107.4
97.8
Backfill between manhole 14 + 13
( -1
110.4
117.9
106.8
97.3
I -
Remarks Tech: J. Cornell
1 Client, Attn: Engr. Dept.
Client, ttn: nqr. Dept., 8380 S. Federal Hwy., Port St. Lucie, Fla. 33452
1 City Engineer Robett Lloyd, P E PO Box 127, Sebastian Fla 3 0bb
1 Tech.
2 MA —
PITTSBURGH TESTING LABORATORY
DISTRICT MANAGER
PITTSB,.- .RGH TESTING LABC ATORY
JJ
ESTABLISHED Iee1
PITTSBURGH, PA.
A! A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES. ALL REPORT9
ARE SUBMITTED AS TME CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION
FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARD NG
OUR REPORT! 13 RESERVED PEN GING OUR WRITTEN APPROVAL.
REPORT OF IN-PLACE SOIL DENSITY TESTS
FORM NO. 49 REV.
Class 'A"
Order No. MA 3707
Report No. 189
Client'S No.
Client GPnPral Development Corporation, � 1111 S RayshnrP Drive,, Miami, Fl•nrida 33111 _
i
Project Sebastian Highlands/ WR 3374
Soil Description
Gray sand & hardpan
Max. Dry Density 109.8 lbs. Cu. ft. Optimum Moisture 11-0 % Method of Test AASHTO T180
DATE OF
TEST
TEST I
No.
_
TEST LOCATION
ELEV.
FT.
LIFT
No.
FIELD
MOISTURE
Z
IN-PLACE DENSITY
(LBS./CU. FT.)
X
COMPACTION
WET
DRY
6-15-81
I
Backfill between manhole 14-+ 15 I
-6 I
10.4
118.6
107.4
97.8
Backfill between manhole 14 + 15
-4
10.6
117.2
105.996.5
6-16-81
Backfill between manhole 14 + 15
-3
10.3
116.9
106.0 196.5
Backfill between manhole 14 + 15
-2
1
10.8
117.7
106.2
96.7
Backfill between manhole 14'+ 15
-1
10.9
118.6
106.9
97.4
Backfill between manhole 14 + 13
-2
10.2
118.4
107.4
97.8
Backfill between manhole 14 + 13
-1
10.4
117.9
106.8
97.3
Remarks Tech: J. Cornell
1 Client, Attn: Engr. Dept.
2 Client, Attn: nqr. Dept., S. e era 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
1 t4�_
ffi
DISTRICT MANAGER
PITTSB. .RGH TESTING LABC ATORY
E ^09
ESTABLISHED 7801
PITTSBURGH, PA.
'v `y A9 A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES, ALL REPORTS
ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION
YE
C yE �y FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
�_ �1�{E.� OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL.
REPORT OF IN-PLACE SOIL DENSITY TESTS
FORM NO. 49 REV.
Class IIA 11
Order No. MA 370
Report No. 191
Client's No.
Client GPnaral DPVPlnpmant rarrrrfl�on, 1111 S Bayshora nrive, Miami, Elnrida 33131
Project Sebastian Highlands WR 3874
Soil Description
Gray sand
& hardpan
mixture
UFT
NO.
FIELD
MOI�URE
IN-PLACE DENSITY
(LSS./CU. FT.)
Max. Dry Density
110.4
lbs./cu. ft.
Optimum Moisture 11.1 o Method of Test AASHTO T180
DATE OF
TEST
TESTI
NO.
- I
T E 5 T LOCATION
ELEV.
FT.
UFT
NO.
FIELD
MOI�URE
IN-PLACE DENSITY
(LSS./CU. FT.)
_
COMPACTION
wET
DRY
6- 19-8
Between manhole 12 + 9 1
-4
10.5
119.3
108.0
97.7
6-22-81
Between manhole 12 + 9 1-2
10.7
118.5
107.0
96.7
Between manhole 12 + 9
-1
10.7
117.1
105.8
95.8
6-19-81
1 Between manhole 14 + 12
-5
10.5
117.7
106.5
96.4
Between manhole"14 + 12
( -3
1
10.4
118.0
106.9
1 96.8
6-22-81
Between manhole 14 + 12
I -1
10.9
118.4
106.7
1 96.7
6-24-81
Road crossing Schumann Lot 13/14 Blk. 614
-3
1
110.3
117.9
106.9
196.8
Road crossing Schumann Lot 13/14 Blk. 614
-2
1
110.8
119.0
107.4
197.3
Road Crossing Schumann Lot 13/14 Blk. 614
-1
1
110.6
118.6
1107.2
1 97.1
1
Remarks Tech: J. Cornell
1 Client, Attn: Engr. Dept.
Client, ttn:ngr. Dept., 38 Federal Hwy., Port St. Lucie, Fla. 33452
I n!- __- r_L__�__._ nn-_ ln7 rl.. 7nnCo
1 City Engineer Robett Lloyd, P E , PO Box 121 Sebastian, Fla 32958
1 Tech.
2 MA
PITTSBURGH TESTING LABORATORY
U, 4&4&e_y_
DISTRICT MANAGER
PITTSBL cRGH TESTING LABO..ATORY FORM NO. 49 REV -MA
•. y ESTABLISHED feel
a 3901 N.W. 29TH AVE., MIAMI, FLA. 33142
r A! A MUTUAL PROTECTION TO CLIENT!. THE PU-LIC AND OURSELVES. ALL REPORTS
y1h ARC SUSMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION
'C FOR PUBLICATION OF STATEMENTS. CONCLUSIONSOR EXTRACTS FROM OR REGARDING
.�� OUR REPORTS IS RESERVED PCNOING OUR WRITTEN APPROVAL.
REPORT OF IN-PLACE SOIL DENSITY TESTS
Client General Development Corp.. 1111 S flaychnrP Drive-, Miami EL 13131
?roiect Sebastian Highlands w/r 3874
Soil Description Gray sand and hardpan mixture
CLASS "A"
Order No. MA 4406
Report No. 660
Client's No.
Max. Dry Density 109.8 lbs./cu. ft. Optimum Moisture 11_,0 o Method of Test U.SH011-20
GATE OF
TEST
TEST
No.
ELEV.
T E 5 T LOCATION i1 FT.
i
UFTI FIELD
IL/OISTURE
R0,
IN-PLACE DE NSITT
S./CU. FT.)
COMPACTION
WET SRT
1-11
I I
Manhole #59I
-in Ill
11r,_7
105 7
96 3
12
same as ab
-
I g5 2
1-13
3
same
-
�
I
I
log 0 go 2
1-11
4
Manhole #53
-1n_R
117A
106 3 96 JS
II(
5.
same as above
—
11-13
6
same as above
_
1
o a
1 1-12
7
I Manhole #52in
1
R1
315 1
104 5 95_9
111
8
same as above I -
10-71117-9
106-4 96-9
1-13
9
same as above I -6
( g
1
1-12
10
i
Manhole #51 -
i
i
11
11
I same as above
-
"
12
same as above
I
"
113
Manhole #49
_
(-
I
Q
"
14
same as above
-
i
1-13
15
same as above
-
_I
1
Remarks
Technician: Cornell _
cc- 1 Cl lent, Attn- Fngr Dept- MA
2 Client, Pt_ St —St. Luc4e , 4L--334-52—
I
L-- 341 PTI Tach Pt Ma la ba In I
t�f_S--
aebast_ianTP11-t3ox--127T SebastFL 3ian,-2958 �T COPS1
1 City Engineer, City of SehasLian, P_0- Box 127 Seabstian,V 32958-4ter4--R,-L4oyd
2 MA
PITTSBURGH TESTING LABORATORY
DISTRICT MANAGER
TESTING PITTSBL .IGH TESTING LABO_ .ATORY FORM N0. 49 REV. -MA
`=mayCLASS "A"
ESTAVE.,IBBI
9 3901 N.W. 29TH VE.ICO MIAMI, FLA. 33142 MA 4406
<
t
AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES, ALL REPORT! Order No.
t h ARC SUBMITTED AS THC CONFIDENTIAL PROPCRTY OF CLIENTS, AND AUTHORIZATION Report No. _ S61
'.0 PC �� FOR PUBLICATION OF STATEMENT!. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
�{E OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. Clients NO.
SANG
REPORT OF IN-PLACE SOIL DENSITY TESTS
Client General Development Corp. 1111 S Ray-;hnrP Drives Miami, FL 33131 --
?roject Sebastian Highlands, w/r 3874
Soil Description Gray sand and hardpan mixture
Max. Dry Density 109.8 lbs./cu. ft. Optimum Moisture 11.0 o Method of Test AASHOT-1Rn
DATE OF
TEST
TEST
No.
T E 5 T LOCATION
ELEV.
FT.
LIFT
IAI
NO.
FIELD
o1S' URE
IN-PLACE DENSITY
(Las./cu. FT.1
COMPACTION
WET DRY
1-14
1
Manhole #46
-410.71
116.0 1
104.7 95-4
"
2 I
Same as above
-2
I
1-15
3
Same as above (
-6 I
i
1-14
4 I
Manhole #45 I
-4
10 .31117.7
it
5
Same as above
[_2
1-15
6
Same as above
I -6
111.3
117,3
105.4 96.0
1-14
7
I Manhole 7zr42
I -3
Ij
I
19
I d
18
1 Same as above
I -2
I i 10.11
116.4
1 105.7 96.3
1-15
9
Same as above
I -6
I
I '10.6
120.2 108
"
I10Manhole
#41
-4
(
X11.01196
i 1077 98.1
l
11
I Same as above
I -2
110.T117.3
105.8 96.4
11
12
Same as above
I -6
. 102
16-0
105.3 99-9
1-14
13
Manhole 7#40
I-3
I
110.7
115.8
104.6 95-3
"
114
Same as above
I-2
I
1-15
15
Same as above
1-6
1'
Remarks ILI
Technician: Corne
cc: 1 Client- Attn: Fnar_ nett_- -
arT -llept r x8380 S— edera4-IJwy: Pt.St—. 6d"e , FL -334
L PTL Terh Rt Mala LAST CQA5T c
ySLerS ,City f_ Sn_
ebast-ia,�t-Eox-121-,--Sebastian•-,-FL-3295
1 City Engineer. Citi of Sebasriaa,P-O- Ray 127 Seabstrian F"2958—Mint-12 I lo -
yd --2 MA
PITTSBURGH TESTING LABORATORY
DISTRICT MANAGER
`ESTI"G� PITTSBL .-RGH TESTING LABG. _ATORY FORM NO C9 REV -AA
s Nso mo
' fi9 ESTABLISHED leer
CLASS IIA II
='a 3901 N.W. 29TH AVE., MIAMI, FLA. 33142 u� MA 4406
Order No.
z AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES. ALL REPORT!
P 1y ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENT!, AND AUTHORIZATION Report No. 5)li
FOR PUBLICATION OF STATEMENT!. CONCLUSIONS OR EXTRACT! FROM OR REGARDING
OUR REPORTS 19 RESERVED PENDING OUR WRITTEN APPROVAL. Client's N0.
ASAHOL -�'
REPORT OF IN-PLACE SOIL DENSITY TESTS
CIient General Development Corp., 1111 S Raychnra Drive , Miami , El 31111
?roject Sebastian Highlands w/r 3874
Soil Description Gray sand and hardpan mixture
Max. Dry Density 109.8 lbs./cu. ft. Optimum Moisture 11.0 o Method of Test AASHOTIRn
DATE OF I
TEST
TEST
No.
T E S T L. O C A T 1 0 N
ELEV.
FT.
LIFT
NO.
FIELD
AI OISTURE
IN-PLACE DENSITY
(Le S./CU. FT.)
COMPACTION
wEr .3RY
1-18
1
Manhole #69 I
-4
110
18
106
i
2
same as above
-2
110.0
115.8
1 105.3 195.9
1-20
3
same as above
-6
110,5
1 1-18
4
Manhole #65
i
I -3
�9.3
1 4
1
1104 3
5
same as above
I -2
110.11117.010
1-20
6
same as above
1 -6 1
19.6
f
1115.6 105.5 96.1
1-18
7
I Manhole #64
I -3
"
18
( same as above
-2
I 110.71117.6
1106.3 i 96.8
1-20
9
same as above
1 -6
1
10.91119.9
i
1108.2 98.5
1-18
110
Manhole 163
1-3
�11.31118.5
106.5 97.0
"
ill
I same as above
-2
111.0�120.5
i
108.6 98.9
1-20
112
same as above
I-6 1
110.2
116.9
i
106.1 96.6
1-19
113
Manhole #60
I-3 1
lim1117.9
106.6 ! 97.1
!
14
same as above
(-2
110
116 3
105.6 96.2
1-20
115
same as above
1-6
10
i
0
1U)1hMU49U
Id P 1111
Remark
cc" 1 yient. Arrn- Fnarliept-
2 Client Pt St-
-�If1u r
uc40-Znar—De S, 4edera-1 wy . R1=—St--Laei e ; -FL-3-34
1 PTL Terh , Pt Malabar
I Cifv Clerk. City f�ebastian-,PII-So"27,--Sebast-ian,--1--3295`"'r.{t-= OAST1U4 REFRINd
1 Citv Engineer. astian, P_n_ Pox 127 Seabstian,fl.12-5
Mw 2 MA
PITTSBURGH TESTING LABORATORY
DISTRICT MANAGER
`ESTI"17 1 PITTSB,-.RGH TESTING L_ABG- _ATORY FORM N0 REV -VA
� s �~sA4B
l rO7
ESTABLISHED lest CLASS "All
: 0 3901 N.W. 29TH AVE., MIAMI, FLA. 33142 MA 4406
r 71 AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES, ALL REPORTS Order No.
P �y ARE SUBMITTED AS THE CONFIOENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION Report No. 563
L gL� �y FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARD I NO
SAND
rC � OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. Client's No.
q�
REPORT OF IN-PLACE SOIL DENSITY TESTS
Client General Development Corp, 1111 S RayshnrA Drive ,Miami, FL 33131
Project Sebastian Highlands. w/r 3874
Soil Description Gray sand and hardpan mixtur
Max. Dry Density 109.8 lbs./cu. ft. Optimum Moisture 11.0 o Method of Test AASHOT180
DATE OF I
TEST
TEST
Mo.
T E S T L O C A T I O N
ELEV. UFT FIELD
MOISTURE
FT. NO.
IN -?LACE DENSITY T
(LBS./CU. FT.)
COMPACTION
YET DRY
i-19 (1
Manhole #39 1
-3 in f;
12M
ino-1
I
is
2
same as above ( - i 10,9
same as above 1-6
1-20
3
1-19 14
Manhole 1#38. ,_
im
11; 9
1044 951
"
5 I
same as above -
1-20
6
same as above
-6
i
I
I
I
I i
�
Remarks F t �
Technician:Lorne]
• 1 Client, Attni Engr_ Dept_
—D2 9380 -S -.--Federal a 0
Rt—Malabar
y of Sebastian���x-12- -Sebastian r-; X329
1 City Engineer. City of Sebastian_ P_(]_ Bwx12I_Seahsti-2958—Atte
�2 MA
PITTSBURGH TESTING LABORATORY
DISTRICT MANAGER