HomeMy WebLinkAboutSoil CementTT '
6
�_ ^SANG �•"
ORDER No. NIA 4406
CLIENT'S No.
Bil
Dr
Ge
14
Bi
to
16
Bi
to
16
Bi
85
75
FORM 407 -MA
PITTSBURGH TESTING LABORATORY
3901 N.W. 29th AVENUE, MIAMI. FLORIDA 33142 CLASS "A"
ASA MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES. ALL REPORTS
ARC SUBMITTEO AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION
FOR ►U SLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING
OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL.
LABORATORY No. 367
REPORT
OF
SOIL CE*SENT CONSTRUCTION CONTROL
CLIENT: General Development Corporation
1111 South Bayshore Drive
Miami, FL 33131
PROJECT: Sebastian Highlands, w/r 3871
PROCESSING DATE: 8-23-82
DESCRIPTION OF
AREA PROCESSED
CEMENT
USED
% BY
VOL.
FIELD TESTS
AASHO T99
METHOD C
MOISTURE
AT TIME
COMPACTED
X
FIELDIGE4SITY
LBS./pCOMP
Cll.FT ACTION
COMPACTED
THICKNESS,
INCHES
0 M C
%
MAX. DEN.
LBS/CU FT
AVG.
MAX. MIN.
;e 'clay Schumann
from School to
•ard 1650x8'
i2 sq. yds.
9
10.8
114.9
10.0
112.2;97.6
6"
:e Way from Gerard
Admiral 1822'x8
19 sq. yds.
9
10.8
114.9
10.7
113.8'99.0
5 7j8"
:e Way from Admiral
Englar 1900x8'
39 sq. yds.
9
10.8
114.9
10.1
113.0 98.3
6"
ce Way from Englar
I' N. 850'x8'
5 sq. yds.
9
10.8
114.9
10.3
111.6 97.1
l
64"
TECHNICIAN: J. Cornell - the above tests meet1Fuuk-b�L'j irl— 1—I.— JUJI -1. - -
required 950/0' of max. density. PREVIOUSLY PROCESSED: SQ. YDS.
cc: 1 Client, Attn: Engr. Dept. PROCESSED TO DATE: 5531 SQ. YDS.
2 Pt. St. Lucie, Engr. Dept., 8380 S. Federal
Hwy., Pt. St. Lucie, FL 33452 Respectfully submitted,
1 PTL Tech., Pt. Malabar
1 Cty. Clerk, Cty of Sebastian, P.O. Box 127 PITTSBURGH TESTI'.:G LkBORATORY
Sabastian, FL 32958
1 Cty. Engr. Cty. of Sabastian, P.O. Box 127 w
Sabastian, FL 32958 Attn: R. Lloyd John W. Harllee
2 MA Vice President
V`E71IN(j FORM 407 -MA
MP
0. C,
PITTSBURGH TESTING L.ABG�ATOR`� DATE SHEET B
• < 3901 N.W. 29th AVENUE. MIAMI. FLORIDA 33142 CLASS "A"
r �f
Fg5AN0 fir_
ORDER No. MA 3707
CLIENT'S No.
CLIENT:
PROJECT:
PROCESSING DATE:
ASA MUTUAL PROTECTION TO CLIENTS. THE PUSLIC AND OURSELVES. ALL REPORTS
ARE SUSMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION
FOR PU PLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. 544
LABORATORY No.
REPORT
OF
SOIL CANT CONSTRUCTION CONTROL
General Development Corporation
1111 S. Bayshore Drive
Miami, Florida 33131
Sebastian Highlands WR 3871
Dec. 18, 1981
TECHNICIAN: J. Cornell
REMARKS:
1 Client, Attn: Enor_ nPnt.
2 Client, Attn: Enqr. Dept., 8380 S.
Federal Hwy., Port St. Lucie, Fla. 33452
1 Citv of Sebastian, PO Box 127, Sebastian,
F1a..3295R
1 City Enqineer, Robert Lloyd. P.E., PO Box
P1 ,
I Sgbattian, Fla. 3205R
2 MA
PROCESSED IH15 DAIL: jJ1P7 .n{. 1LJ•
PREVIOUSLY PROCESSED: 55583 SQ. YDS.
PROCESSED TO DATE: 60932 SQ. YDS.
ED.Zespectfully submitted,ru
?ITTSBURGH TESTING LABO TORY g��
1 JAN 0
John W. Harllee EAST COAST ENGINEERING
Vice President
CEMENT
FIELD TESTS
AASHO T99
MOISTURE
FIELD DENSITY
_ -
COMPACTED
"bs , /
I %
USED
METHOD C
AT TII�
THICRTESS ,
DESCRIPTION OF
% BY
COMPACTED
U.
-t'
Comp-
INCHES
0 M C I
MAX. DEN.
AREA PROCESSED
14T.
% I
LBS/CU FT
%
action
AVG:
MAX.
MIN.
nn E. side from N.
uck M to Lot 1,
i
609 1620'x7
d
9.4
10.7
117.6
10.6
118.7 100.9
7
nn E. side from Lol
!
k 609 to Lot 9,
601 1840x7 1431 y
9.4
10.7
117.6
10.0
117.9 100.2
7
nn E. side fromLot
k 601 to lot 30
581 1790x7 1392 y
9.4
10.7
117.6
10.8
118.2 100.5
74
nn E. side from
I
,blk 581,to S. end
ck G
i
7' 1260 yd
9.4
10.7
117.6
10.4
118.0 100.3
7
The above tests
fleet the
-equire
ent of 100t
of max. de
sity.
TECHNICIAN: J. Cornell
REMARKS:
1 Client, Attn: Enor_ nPnt.
2 Client, Attn: Enqr. Dept., 8380 S.
Federal Hwy., Port St. Lucie, Fla. 33452
1 Citv of Sebastian, PO Box 127, Sebastian,
F1a..3295R
1 City Enqineer, Robert Lloyd. P.E., PO Box
P1 ,
I Sgbattian, Fla. 3205R
2 MA
PROCESSED IH15 DAIL: jJ1P7 .n{. 1LJ•
PREVIOUSLY PROCESSED: 55583 SQ. YDS.
PROCESSED TO DATE: 60932 SQ. YDS.
ED.Zespectfully submitted,ru
?ITTSBURGH TESTING LABO TORY g��
1 JAN 0
John W. Harllee EAST COAST ENGINEERING
Vice President
�q5 An0 Gr -
0 "�'
O DER No. MA 3707
CLIENT's No.
'abry
85x20
arlso
outh
505 y
ulian
15'x2
ance
1Ox20.
Note
CLIENT:
PROJECT:
PITTSBURGH TESTING LABGr<ATORY
3901 N.W. 29th AVENUE. MIAMI, FLORIDA 33142
PROCESSING DATE:
FORM 407 -MA
DATE SHEET B
CLASS "A"
AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES. ALL REPORTS
ARE SUBMITTED AS THE COMFIOENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION
FOR PUBLICATION OP STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
OUR REPORTS IS RESERVED PENDING OUR WRITTEM APPROVAL. 543
LABORATORY No.
REPORT
OF
SOIL CANT CONSTRUCTION CONTROL
General Development Corporation
1111 S. Bayshore Drive
Miami, Florida 33131
Sebastian Highlands WR 3871
Dec. 16, 1981
'
FIELD TESTS
F IELD DENSIS`'
EM
CENT
AASHO T99
MOISTURE
COMPACTED
bs.h ,
USED
METHOD C
AT TI*E
THICKNESS,
DESCRIPTION OF
% BY0
COMEACTED
Cu I Comp-
INCHES
M C i
MAX. DEN.
AREA PROCESSED
NT.
% I
LBS/CU FT
X
'tartirn
AVG.1
MAX. I
MIN.
from Julian 585' S
i
1300 yd
10.6
117.2
10.3
118.5'•101.1
i
7
1 from Julian 651'
651'x20'+ 2 RAdi4
i 1
10.6
117.2
9.9
117.6 100.3
7;
from Mabry 815' E
1811 yd
10.6
117.2
10.0
118.0 100.7
6 7/
-rom Julian 210' N
i
- 2 Radii 525 yd
10.6
117.2
10.5
117.9;100.6
7
The above tests
eet the
-equire
ent of IOU
of max. de
sity.!
i
li
I
TECID;ICIAN: J. Cornell
REMARKS :
1 Client, Attn: Enar_ npnt.
2 Client, Attn: Enqr. Dept., 8380 S.
Federal Hwy., Port St. Lucie, Fla. 33452
• 1 City of Sebastian, PO Box 121, Sebastian,
Fla..32953
1 City Enqineer, Robert Llovd, P.E., PO Box
I P]F 7iechbattian, Fla. 320gR
2 MA
PROCESSED THIS DATE: 5141 :>!. zllJ•
PREVIOUSLY PROCESSED: 50442 SQ. 'MDS.
PRCCESSED TO DATE: 55583 SQ. `!DS.
kespectfully submitted STUE D
PITTSBURGH TESTING LA TORY
N 2 01982
John W. Harllee
Vice President EAsT COAST ENGINEERING
FORM 407 -MA
BSPPITTSBURGH TESTING LABG,<ATOR Y DATE SHEET B
C.
< 3901 N.W. 29th AVENUE. MIAMI. FLORIDA 33142 CLASS 11A'I
T
.' -- AS A MUTUAL PwOTCCTION TO CLIENTS. TH[ PUlLIC AND OURS[LVEf. ALL R[►ORT]
'93 AMO G� ARC SU OMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION
FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
3 7 O 7 OUR REPORTS 19 RESER VEO PENDING OUR WRITTEN APPROVAL.
ORDER No. MA LABORATORY No. 542
CLIENT'S No.
REPORT
OF
SOIL CANT CONSTRUCTION CONTROL
CLIENT: General Development Corporation
1111 S. Bayshore Drive
Miami, Florida 33131
.omas
'.73'N.
;ulian
:20'x2
.eacon
Iabry
'278 y
'abry
')15' W
')15'x2
' Note
PROJECT: Sebastian Highlands WR 3871
PROCESSING DATE: Dec. 15, 1981
TECH14ICIAN: J. Cornell
REMARKS:
1 Client, Attn: Enar. nanr.
2 Client, Attn: Enar. Dept., 3330 S.
•Federal Hwy., Port St. Lucie, Fla. 33452
1 City of Sebastian, PO Box 127, Sebastian,
Fla..32953
1 City Engineer. Robert Lloyd. P.E., PO Box
TF'echbastian, Fla. 32c�R
2 MA
PROCESSED THIS DATE:
PREVIOUSLY PROCESSED:
PROCESSED TO DATE:
.tespectfully submitted,
`JyIU --rk(. LUJ.
44532 SQ. YDS.
50442 SQ. YDS.
pot, 17
TESTING N
E nn
PITTSBURGH ...STI.+G UBOP'fDRY
1, � ,lAN 201982
John W. Harllee
vice President EAST COAST ENGINEERING
FIELD TESTS
FIELD DENSITY
CEMENT
AASHO T99
MOISTURE
COMPACTED
`bs'/t °o
USED
METHOD C
AT TIME
THICKNESS,
DESCRIPTION OF
% BY
CO*3 ACTED
Cu' I Comp-
INCHES
0 M C!
MAX. DEN.
AREA PROCESSED
% I
LBS/CU FT
X
-t' ar.tirn,
AVG.!
MAX.
YIN.
from Crawford
473'x20 1051 yd
9.4
10.3
116.9
10.1
117.9( 100.9
7
fromLomas 520' :d.
i
4'x2 Radii 1214 yj
9.4
10.3
116.9
9.8
117.3 100.3
7 1
from Carlson to
1
999x20+2 Radii
d
9.4
10.3
116.9
10.4
117. 100.8
7h
from Deacon
1
. and N.
1' 1367 yd
9.4
10.3
116.9
10.3
118.1 101.0
i
7
The above test m
ets the repuirement
of 100
of max. den;ity.
I
1
TECH14ICIAN: J. Cornell
REMARKS:
1 Client, Attn: Enar. nanr.
2 Client, Attn: Enar. Dept., 3330 S.
•Federal Hwy., Port St. Lucie, Fla. 33452
1 City of Sebastian, PO Box 127, Sebastian,
Fla..32953
1 City Engineer. Robert Lloyd. P.E., PO Box
TF'echbastian, Fla. 32c�R
2 MA
PROCESSED THIS DATE:
PREVIOUSLY PROCESSED:
PROCESSED TO DATE:
.tespectfully submitted,
`JyIU --rk(. LUJ.
44532 SQ. YDS.
50442 SQ. YDS.
pot, 17
TESTING N
E nn
PITTSBURGH ...STI.+G UBOP'fDRY
1, � ,lAN 201982
John W. Harllee
vice President EAST COAST ENGINEERING
I- R(j FORM 407 -MA
y: yPITTSBURGH TESTING LABG,<ATORY DATE SHEET B
. O
W
< 3901 N.W. 29th AVENUE. MIAMI. FLORIDA 331 d2 CLASS "A"
h
C�.j•,' a<'"L 't`
ASA rUTV AL PROTECTION TO CLIENTS. TN[ IV !LIG AND OV RS[LV ES. ALL R[PO,RTS
14541 ffAS SRO ��� ARC SU S..ITTCD AS TMC CONFIDENTIAL IROPCRTT OF CLIENTS. AND AUTNORIEATION
FOR IU {LIGATION OF STATC„ENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
RDER No. MA 3707 OUR REPORTS 10 RESER V CO PENDING OUR WRITTEN APPROVAL. LABORATORY No.
CLIENT'S No.
REPORT
OF
SOIL CANT CONSTRUCTION CONTROL
CLIENT: General Development Corporation
1111 S. Bayshore Drive
Miami, Florida 33131
Ithaca
'j1'x2C
_omas
.rawfc
:rawfc
:arl sc
?236 y
'.arl sc
X80 W.
)80x2C
Note
PROJECT: Sebastian Highlands WR 3871
PROCESSING DATE: Dec. 14, 1981
TECtLtiICIAN: J. Cornell
R.EE`LaRKS :
1 Client, Attn: Enor. rent.
2 Client, Attn: Enqr. Cept., 3330 S.
.Federal Hwy., Port St. Lucie, Fla. 33452
1 City of Sebastian, PO Box 127, Sebastian,
Fla..3295R
1 City Engineer. Robert Llovd. P.E., PO Rox
llNf27ieSgbastian, Fla. 320FA
2 MA
PROCESStll ilii5 DAit: otrc -1-4. 1 V j .
PREVICUSLY PROCESSED: 38360 SQ. YDS.
PRCCESSED TO DATE: Q�•�`
lespect>:ully submitted,
PITTSBURGH TESTING LABORATONAN 2 0 1982
John W. Harllee LAST CSAST ENGINEERING
Vice President
FIELD TESTS
CEMENT
AASHO T99
MOISTURE
FIELD DENSITY
COMPACTED
`bs . / `;
USED
METHOD C
AT TIME
THICKNESS ,
DESCRIPTION OF
% BY
CO:�ACTED
Cu. ( Comp-
INCHES
0 M C
MAX. DEN.
AREA PROCESSED
�'iT.
`/,
LBS/CU FT
X
^t' a-tir•1
AVG.
MIN.
from Lomas 37' W.
'+2 Radii 140 yd
9.5
10.5
117.3
10.6
118.2 100.8
7.2
100' S. of Ithaca
o
I
rd 1128'x20 2507
d 9.5 !
10.5
117.3
10.4
118.7, 101.3
I
7
rd from Lomas to
n 980x20+2 Radii
d
9.5
10.5
117.3
10.1
117.q 100.5
I
7
n from Crawford
and N.
1289 yd
9.5
10.5
117.3
10.1
118.41. 100.9
;I
7
:.the above tests reet
the riequirerrent
of 1009
of max. den
ity. 4
I
i
TECtLtiICIAN: J. Cornell
R.EE`LaRKS :
1 Client, Attn: Enor. rent.
2 Client, Attn: Enqr. Cept., 3330 S.
.Federal Hwy., Port St. Lucie, Fla. 33452
1 City of Sebastian, PO Box 127, Sebastian,
Fla..3295R
1 City Engineer. Robert Llovd. P.E., PO Rox
llNf27ieSgbastian, Fla. 320FA
2 MA
PROCESStll ilii5 DAit: otrc -1-4. 1 V j .
PREVICUSLY PROCESSED: 38360 SQ. YDS.
PRCCESSED TO DATE: Q�•�`
lespect>:ully submitted,
PITTSBURGH TESTING LABORATONAN 2 0 1982
John W. Harllee LAST CSAST ENGINEERING
Vice President
QV�(S Si1NG (�B FORM 407 -MA
y PITTSBURGH TESTING LABG,<ATORY DATE SHEET B
r
< 3901 N.W. 29Th AVENUE. MIAMI. FLORIDA 33142 CLASS "A"
h
C t' �l`-� �� •f A NUTU wL PROTECTION TO CLIENTS. TMC PUBLIC AND OURSELVES. ALL REPORT!
yffgSANOr- ARC {UINITTED A! TMC CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION
FOR FU ■LI CATION OF STATCNCNTS. CONCLUSION! OR EXTRACT! FROM OR REGAROINf.
3707 OUR REPORTS IS RC{ERV ED FENDING OUR wRITTEN APPROVAL. 537
ORDER No. MA LABORATORY No.
CLIENT•s No.
REPORT
OF
SOIL CE.ENT CONSTRUCTION CONTROL
CLIENT: General Development Corporation
1111 S. Bayshore Drive
Miami, Florida 33131
:mpres
i97' E
1607 y
'a rl ar
)ahl i
:818 y
)ahl f
3chuma
)90x2(
1a rs h
'80x2(
I ` Note
PROJECT: Sebastian Highlands WR 3871
PROCESSING DATE: Dec. 10, 1981
TECINICIA14: J. Cornell
REMARKS:
1 Client, Attn: Enar. f1Pnr.
2 Client, Attn: Enar. Dept., 3330 S.
Federal Hwy., Port St. Lucie, Fla. 33452
. 1 City of Sebastian, PO Box 127, Sebastian,
Fla. 329S3
1 City Engineer, Robert Llovd. P.E., PO Box
��2L
Sgbastian, Fla. 3205R ec
2 MA
PROCESSLD 1H1S DAIL: Uo'+a .nl• '�'•
PREEVICUSLY PROCESSED: 31717 SQ, YDS.
PRCCESSED TO DATE: 38360 SQ. YDS.
,tespectfully submitted,
PITTSBURGH TESTING LABORA 9(iv y
:�•-f.,-� :�•,�-,., . ��IAN a0 1952
John W. Harllee
Vice President
FAST COAST ENGINEERING
FIELD TESTS
MELD DEi1SITY
I
CEMENT
AASHO T99
MOISTURE
COMPACTED
`bs'/I o
USED
METHOD C
AT TIME
THICY.NESS,
DESCRIPTION OF
% BY
COMPACTED
'�u' Comp- I
INCHES
0 M C� MAX. DEN.
.AVG.I
MAX -1
MIN.
AREA PROCESSED
iii.
% LBS/CU FT
i
t' artirn
s from Schumann
I
. 697x20+2 Radii
d2
9.5
10.4
116.9
9.9
117.2 100.3
7.2
d from Enpress to
1
92x21+2 Radii
d2
9.5
10.4
116.9
10.6
117.11 100.7
7
rom Harland to
nn
+2 Radii 1369 yd2
9.5
10.4
116.9
10.4
118.0 100.9
7
from Empress to Dail
+4 Radii 1849 yd2
9.5
10.4
116.9
10.1
117.9, 100.9
7.5
the above tests
meet the repuire6ent
of 100°
of max. den
f
ity.
i
i
TECINICIA14: J. Cornell
REMARKS:
1 Client, Attn: Enar. f1Pnr.
2 Client, Attn: Enar. Dept., 3330 S.
Federal Hwy., Port St. Lucie, Fla. 33452
. 1 City of Sebastian, PO Box 127, Sebastian,
Fla. 329S3
1 City Engineer, Robert Llovd. P.E., PO Box
��2L
Sgbastian, Fla. 3205R ec
2 MA
PROCESSLD 1H1S DAIL: Uo'+a .nl• '�'•
PREEVICUSLY PROCESSED: 31717 SQ, YDS.
PRCCESSED TO DATE: 38360 SQ. YDS.
,tespectfully submitted,
PITTSBURGH TESTING LABORA 9(iv y
:�•-f.,-� :�•,�-,., . ��IAN a0 1952
John W. Harllee
Vice President
FAST COAST ENGINEERING
FORM 407-M A
_o
PITTSBURGH TESTING LABG,cATORY
DATE SHEET B
3901 N.W. 29th AVENUE. MIAMI. FLORIDA33142
CLASS "A"
h�
ASA MUTUAL PROTECTION TO CLIENTS. THE PUBLIC ANO OURSELVES. ALL REPORTS
ff*SANO�•ARE SUSMITTEO AS THE CONFIDENTIAL PROPERTY OF CLIENTS. ANO AUTHORIZATION
FOR PU ■LICA TION OF STATEMENTS. CONCLUSIONS OR EXTRACTS TROY OR REGAROING
MA OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL.
ROER No. 3707 TLABORATORY No. 533
CLIENT'S No.
REPORT
Or
SOIL C=NT CONSTRUCTION CONTROL
CLIENT: General Development Corporation
1111 S. Bayshore Drive
Miami, Florida 33131
PROJECT: Sebastian Highlands WR 3871
PROCESSING DATE: Dec. 9, 1981
TECID;ICIAN : Bill Plemmons
REMARKS:
1 Client, Attn : Enar- IlPnt _
2 Clidnt, Attn: Enqr. Dept., 3330 S.
Federal HWy., Port St. Lucie, Fla. 33452
• 1 City of Sebastian, PO Box 127. Sebastian,
Fla..32952
1 City Enqineer. Robert Llovd.,P.E., PO Box
I N(C7ieSgbast.ian, Fla. 32osR
2 MA
PROCESSED THIS DATE: 7552 SQ. Y -DS.
PREVIOUSLY PROCESSED: 24165 SQ. YDS.
PRCCESSED TO DATE: 31717 SQ. YDS.
lespectfully submitted,
A
PITTSBURGH TESTING LABORA
i tl4N 2 01982
John W. Harilee
Vice President
EAST COAST ENGINEERING
FIELD TESTS
FIELD DENSITY
�.
CEMENT
AASHO T99
MOISTURE
COMPACTED
bs' % � %
USED
METHOD C
AT TI*E
THIC:INESS ,
DESCRIPTION OF
% BY
COMPACTED
t -u' f Comp-
INCHES
0 M C�
MAX. DEN.
AREA PROCESSED
iii .
%
LBS/CU FT
X
t' artirn
AVG -1 bQX.j
MIN.
i from Schumann to
9.5
10.3
116.7
10.2
i
116.9'100.2
6.75
36x20+2 Radii
12
I
I from Schumann to
9.5
10.3
116.7
10.0
116.71100.0
7.50
36x20+2 Radii
I
12
i St. from Schumanr
9.5
10.3
116.7
9.5
116.81100.1
7.25
530x24+2 Radii
12
I
rom Admiral to
9.5
10.3
116.7
10.1
116.91100.2
7.15
1 730x20+4 Radii
12
s
'om Osceola to
i
i
12
9.5
10.3
116.7
10.5
116 71
. 100.0
7.25
* Note: the a
ove testj
meet the
_reQuiref
d
TECID;ICIAN : Bill Plemmons
REMARKS:
1 Client, Attn : Enar- IlPnt _
2 Clidnt, Attn: Enqr. Dept., 3330 S.
Federal HWy., Port St. Lucie, Fla. 33452
• 1 City of Sebastian, PO Box 127. Sebastian,
Fla..32952
1 City Enqineer. Robert Llovd.,P.E., PO Box
I N(C7ieSgbast.ian, Fla. 32osR
2 MA
PROCESSED THIS DATE: 7552 SQ. Y -DS.
PREVIOUSLY PROCESSED: 24165 SQ. YDS.
PRCCESSED TO DATE: 31717 SQ. YDS.
lespectfully submitted,
A
PITTSBURGH TESTING LABORA
i tl4N 2 01982
John W. Harilee
Vice President
EAST COAST ENGINEERING
SSI'^ti (�9 FORM 407 -MA
y: PITTSBURGH TESTING L.ABGr<ATORY DATE SHEET B
61` < 3901 N.W. 29th AVENUE. MIAMI. FLORIDA 33142 CLASS "A"
.S A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC ANO OURSELVES. ALL REPORTS
• fFpS AN�`Y� AR[ SUBMITTED AS TMC CONF ID[NTIAL PROPERTY OF CLIENTS. AND AUTNORIXATION
FOR PUBLICATION OF STATCN[NTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
MA 3707 OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL.
ORDER No. LABORATORY No. 532
CLIENT'S No.
REPORT
OF
SOIL CANT CONSTRUCTION CONTROL
CLIENT: General Development Corporation
1111 S. Bayshore Drive
Miami, Florida 33131
.mpres
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Note
PROJECT: Sebastian Highlands wjr 3871
PROCESSING DATE: Dec. 8, 1981
TECI;LNICIAN: B. Plemmons
REMARKS:
1 Client, Attn: Enar- nPnt.
2 Client, Attn: Enqr. Dept., 3380 S.
Federal Hwy., Port St. Lucie, Fla. 33452
. 1 City of Sebastian, PO Box 127, Sebastian,
Fla. -32958
1 Cllity Enqineer. Robert Llovd. P.E., PO Rox
I NIL71'eSRbattian, Fla. 32135A
2 MA
PROCESSED THIS DATE:
CANT
USED
FIELD TESTS
AASHO T99
METHOD C
MOISTURE
AT TIME
FIELD DENSITY'
COMPACTED
THICMESS,
',bs'/
°;
DESCRIPTION OF
AREA PROCESSED
7. BY
IST.
COMPACTED
°:
Cu.
rt.
Comp-
ar.ticn
INCHES
0 M CI MAX. DEN.
% I LBS/CU FT
AVG..! 1,LkX.1 MIN.
s Ave. from Capront
9.5
10.3
117.0
10.7
f
117.2.100.2
7.2
umann
0+4 Radii 2572 yd2
9.5
10.3
117.0
11.1
117.1 100.1
7.1
a from Empress to
I
y St. 890x20+4 Rad
i
d2
9.5
10.3
117.0
9.9
117.0 100.0
7.20
y st. from Power
9.5
10.3
117.0
9.6
117.3 100.3
7.15
02 ' East
= 2139 yd2
9.5
10.3
117.0
10.0
117.0i 100.0
6.95
the above test me
tS the requirement
of 1000
f max. dens
I
ty. !
I
i
TECI;LNICIAN: B. Plemmons
REMARKS:
1 Client, Attn: Enar- nPnt.
2 Client, Attn: Enqr. Dept., 3380 S.
Federal Hwy., Port St. Lucie, Fla. 33452
. 1 City of Sebastian, PO Box 127, Sebastian,
Fla. -32958
1 Cllity Enqineer. Robert Llovd. P.E., PO Rox
I NIL71'eSRbattian, Fla. 32135A
2 MA
PROCESSED THIS DATE:
DODU 'N. .1j3.
PRb`VICUSLY PROCESSED:
17360 SQ. YDS.
PRCCESSED TO DATE:
24165 SQ. YDS.
.tespectfully submitte�
,t it
PITTSBURGH TESTING LA
TORY
�Arl ta 01952
John W. Harllee
R'
Vice President
EAST COAST ENGINE
IS�Ilnti,14 FORM 407 -MA
:.
PITTSBURGH TESTING LABOrcATORY DATE SHEET B
3901 N.W. 29th AVENUE. MIAMI. FLORIDA 33142
CLASS "A„
•/yf ,; +l�'��'(* AS A MUTUAL PROTECTION TO CLIENTS. TMC PUSLIC ANO OURSCLVCS. ALL REPORTS
FgSAND�r ARC SUSNITAUT.ORI..TI.N
TO AS TMC CONIID[NTIAL PROPCRT♦ 0/ CLI[NTi. AMD
POR IU •LIC A TION OI STATEMENTS. CONCLUSIONS OR EXTRACTS IRON OR REGARDING
OUR REPORTS IS RESER VCO PENDING OUR WRITTEN APPROVAL.
ORDER No. MA 3707 LABORATORY No. 531
CLIENT'S No.
REPORT
OF
SOIL CEMENT CONSTRUCTION CONTROL
CLIENT: General Development Corporation
1111 S. Bayshore Drive
Miami, Florida 33131
PROJECT: Sebastian Highlands WR 3871
PROCESSING DATE: Dec. 7, 1981
TECEINICIAN: Bill Plemmons
REMARKS:
1 Client, Attn: Enar. npnr.
2 Client, Attn: Engr. Dept., 3330 S.
Federal Hwy., Port St. Lucie, Fla. 33452
1 Citv of Sebastian, PO Box 127, Sebastian,
Fla..32958
1 City Engineer, Robert Llovd. P.E., PO Box
ll
Nf�71'er,R
S bastian, Fla. 320
2 MA
PROCESSED I:H15 DAit: :)C3L -N. ice'•
PREVIOUSLY PROCESSED: 12128 SQ. YDS.
PRCCESSED TO DATE: 17360 SQ. YDS.
kespectfully submitted, �llSA4, `�� Tim
1�
PITTSBURGH TESTING LABO
J�n� 2 0198`
John N. Harllee t '
Vice President EAST COAST ENGiNEER"(1
CEMENT
USED
MELD TESTS
AASHO T99
METHOD C
MOISTUREFIELD
AT TI`E
DENSITY'
COMPACTED
THICKNESS,
LbS./
°!
DESCRIPTION OF
AREA PROCESSED
% BY
COMPACTED
`�u�
' t'
Comp-
artirn1
INCHES
0 M CI
MAX. DEN.
LBS/CU FT
AVG.
MAX.1
MIN.
3 Ave. from Schuma
n 9.5
10.3
117.0
9.8
117.1;100.1
7.33
of Cul-de-sac
20+ 4 Radii 2697 'd
9.5
10.3
117.0
10.7
117.31100.3
7.25
St. from Osceola t
1 715'x20+2 Radii
9.5
10.3
117.0
10.9
117.0 100.0
7.50
J2
I Ave. from Aetna
t.
imann 277'x20+2 Ra
ii9.5
10.3
117.0
10.8
117.1 100.1
7.20
2
i
Ct. from Empress rIve.
70'x20+2 Radii
I
9.5
10.3
117.0
10.1
117.0'100.0
7.35
The above tests m
t the reluireme
t of 100ro
f max. dens
tv.
TECEINICIAN: Bill Plemmons
REMARKS:
1 Client, Attn: Enar. npnr.
2 Client, Attn: Engr. Dept., 3330 S.
Federal Hwy., Port St. Lucie, Fla. 33452
1 Citv of Sebastian, PO Box 127, Sebastian,
Fla..32958
1 City Engineer, Robert Llovd. P.E., PO Box
ll
Nf�71'er,R
S bastian, Fla. 320
2 MA
PROCESSED I:H15 DAit: :)C3L -N. ice'•
PREVIOUSLY PROCESSED: 12128 SQ. YDS.
PRCCESSED TO DATE: 17360 SQ. YDS.
kespectfully submitted, �llSA4, `�� Tim
1�
PITTSBURGH TESTING LABO
J�n� 2 0198`
John N. Harllee t '
Vice President EAST COAST ENGiNEER"(1
�R�'11-�SAND�••
DER No. MA 3707
CLIENT'S No.
En,
Sc
Av
Sc
la
14
at
34
FORM 407 -MA
PITTSBL,rRGH TESTING LABL-ZATORY DATE SHEET B
3901 N.W. 29th AVENUE. MIAMI. FLORIDA 33142 CLASS "A"
AS A MUTUAL PROTECTION TO CLIENTS. TMC PUBLIC AND OURSELVES. ALL REPORTS
ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORISATION
FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGAROING
OUR REPORTS IB RESERVEO PENDING OUR WRITTEN APPROVAL.
LABORATORY No. 480
REPORT
OF
SOIL CANT CONSTRUCTION CONTROL
CLIENT: General Development Corporation
1111 S. Bayshore Drive
Miami, Florida 33131
PROJECT: - Seas i an- T§hUfids-WR `38714
PROCESSING DATE: 10-29-81
TECHNICIAN: B. Plemmons PROCESSED THIS DATE: 1441) �'q. TllJ.
The above test meets the require- PREVIOUSLY PROCESSED: 8730 SQ. YDS.
UIMARKS: ment of 100ro of max, density. PROCESSED TO DATE: 12,156 SQ. YDS.
1 Client, Attn: Enar_ Slant.
2 Client, Attn: Enar. Dept., 8380 S. zespectfully submitted,
Federal It4y., Port St. Lucie, Fla. 33452
i1 Citv of Sebastian, PO Box 127, Sebastian, PITTSBURGH TESTING LABORATORY
Fla. 32953 /
1 City Engineer, Robert Llovd. P.E., PO Rox
L
ll QQ John W. Harllee
I NIz7�eChb�ttian, Fla. Z2o�s2 Vice President
2 MA
FIELD TESTS
`TEED DENSITY
-- ----�- -- --
CEMENT
AASHO T99
MOISTURE
COMPACTED
LbS'�
to
USED
METHOD C
AT TIME
THICMESS,
DESCRIPTION OF
% BY
COMPACTED
Cu.
Comp-
INCHES
0 M C
MAX. DEN.
AREA PROCESSED
14T.
%
LBS/CU FT
X
-t.
artirn
AVG.1 MAX.
MIN.
llar Dr. from
9.5
10.3
116.6
11.2
116.8
100.2
711
lumann Dr. to Capr
!. Capri Ave. from
lumann Ave. to Eng.,
9.5
10.3
116.6
12.2
116.6
100.0
7"
Dr.
77 x. 2d + 4 Radii
9.5
10.3
116.6
13.5
116.6
100.0
711
36 sy each =
?6 sy
E
TECHNICIAN: B. Plemmons PROCESSED THIS DATE: 1441) �'q. TllJ.
The above test meets the require- PREVIOUSLY PROCESSED: 8730 SQ. YDS.
UIMARKS: ment of 100ro of max, density. PROCESSED TO DATE: 12,156 SQ. YDS.
1 Client, Attn: Enar_ Slant.
2 Client, Attn: Enar. Dept., 8380 S. zespectfully submitted,
Federal It4y., Port St. Lucie, Fla. 33452
i1 Citv of Sebastian, PO Box 127, Sebastian, PITTSBURGH TESTING LABORATORY
Fla. 32953 /
1 City Engineer, Robert Llovd. P.E., PO Rox
L
ll QQ John W. Harllee
I NIz7�eChb�ttian, Fla. Z2o�s2 Vice President
2 MA
FORM A07 -MA
y:PITTSBURGH TESTING LABG. <ATORY DATE SHEET B
.0
a` < 3901 N.W. 29th AVENUE. MIAMI. FLORIDA 33142 n n
CLASS A
�•\'' oC''�'t\h AS A MUTUAL PROTECTION TO CLIENTS. TMC PUBLIC ANO OURSELVES. ALL REPORTS
fERSANG ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION
FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDIMG
OUR REPORTS is RESERVED PENDING OUR WRITTEN APPROVAL.
RDER No. MA 3707 LABORATORY No. 452
CLIENT's No.
REPORT
OF
SOIL CEMENT CONSTRUCTION CONTROL
CLIENT: General Development Corporation
1111 S. Bayshore Drive
Miami, Florida 33131
PROJECT: Sebastian Highlands WR 3'871
PROCESSING DATE: October 13, 1981
TEC11NICIAN: B. Plemmons PROCESSED THIS DATE: 2583 tet• Iva.
The above test meets the requirementPREVIOUSLY PROCESSED: SQ. YDS.
REHARyS: of 10000 of maximum density. PRCCESSED TO DATE 2583 SQ. YDS.
1 Client, Attn: Enar_ npnt. RVED
2 Client, Attn: Enqr. Dept., 8380 S. respectfully submitt
Federal Hwy., Port St. Lucie, Fla. 33452
01 Citv of Sebastian, PO Box 127, Sebastian, PITTSBURGH TESTING ORATORY 5 1981
Fla .. 32952 / Nov _
1 City Engineer, Robert Llovd. P.E., PO Box
7 S Bastian, Fja, 32oJohn W. Hatllee
I F' f 12 L 1'ec�t . �s2 Vice President LAST. COAST COAST ENCINSER
2 MA
FIELD TESTS
FIELD DENSITY
CEMENT
AASHO T99
MOISTURE
COMPACTED
`bs•
0
USED
METHOD C
AT TIME
THICKNESS,
DESCRIPTION OF
% BY
COMPACTED
'�u'
Comp-
INCHES
0 M C
MAX. DEN.
AREA PROCESSED
I'iT.
%
LBS/CU FTI
X
' t'
ar.tirn
AVG -.1
. MAX.
MIN.
Capri from Caprona
to Aschumann
1110 x 20 + 4 Radii
2583 s.y.
9
10.8
116.3
11.0
116.E
100.2
7
116.
100.0
7
TEC11NICIAN: B. Plemmons PROCESSED THIS DATE: 2583 tet• Iva.
The above test meets the requirementPREVIOUSLY PROCESSED: SQ. YDS.
REHARyS: of 10000 of maximum density. PRCCESSED TO DATE 2583 SQ. YDS.
1 Client, Attn: Enar_ npnt. RVED
2 Client, Attn: Enqr. Dept., 8380 S. respectfully submitt
Federal Hwy., Port St. Lucie, Fla. 33452
01 Citv of Sebastian, PO Box 127, Sebastian, PITTSBURGH TESTING ORATORY 5 1981
Fla .. 32952 / Nov _
1 City Engineer, Robert Llovd. P.E., PO Box
7 S Bastian, Fja, 32oJohn W. Hatllee
I F' f 12 L 1'ec�t . �s2 Vice President LAST. COAST COAST ENCINSER
2 MA
J ��tE711R�j\O FORM A07 -MA
�o PITTSBURGH TESTING LABO"ATORv ► DATE SHEET B
-3901 N.W. 29th AVENUE. MIAMI. FLORIDA 33142
CLASS „API
h
\C-��`'<•\ AS A MUTUAL PROTECTION TO CLIENTS. THE ►U ELIC AND OURSCLV EI. ALL REPORTS
yffgj AN()`r� ARE SU■MITTCO AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION
7 0 7 FOR PUSLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
31 OUR REPORTS 19 R[S[RV[O PENDING OUR WRITTEN APPROVAL.
ROER No. MA LABORATORY No. 464
CLIENT's No.
REPORT
OF
SOIL CANT CONSTRUCTION CONTROL
CLIENT: General Development Corporation
1111 S. Bayshore Drive
Miami, Florida 33131
PROJECT: Sebastian Highlands WR 3871
PROCESSING DATE: 10-21-81
TECHlilcl'N: B. ?lemmons PROCESSED THIS DATE: 014/ tet• iL.D•
FREVICUSLY PROCESSED: 2583 SQ. '..DS.
USS: The above test meets the require-aRCCESSED TO DATE: 8730 SQ. YDS.
en of 1 nOa of Max. density.
1 Client, Atte. na,-. f�Pnt.
zo
2 Client, Attn: Engr. Dept., II3S0 S. tespectfully submitted , ��� a �
Federal Hwy., Port St. Lucie, Fla. 33452 PITTSBURGH TESTING LAB �'R
• 1 Citv of Sebastian, PO Box 127. Sebastian,
Fla . _ 32958`NOV 3 0 1981
1 City Enqineer, Robert Llovd. P.E., PO Box John W. Harllee
I F'IC7�eShbastian, Fla. 3?-o5Q Vice President
2 MAL tl EAST COAST ENGINEERING
FIELD TESTS
CEIENT
AASHO T99
MOISTURE
FIELD DENSITY
MLpACTED
`bS'� I
w
USED
METHOD C
AT TIME
THICESS,
T.NT
DESCRIPTION OF
% BY
COMPACTED
1-U
Comp-
INCHES _
0 M C MAX. DEN.
AVG.' MAX.
MIN.
AREA PROCESSED
IST.
% LBS/CU FT
.4
rt.
artirn
Ormond Ct. from
9.6
10.3
117.9
9.5
118.1
100.2
7
Enpress to Caprona
983 x 20 + 2 Radii
2242 sy
9.6
10.3
117.9
10.1
117.9
100.0
7
Caprona from
9.6
10.3
117.9
10.0
118.0
100.1
7
Englar to Empress
1731 x 20 + 2 Radii
3905 sy
9.6
10.3
117.9
9.8
118.
100.2
1
I
7
TECHlilcl'N: B. ?lemmons PROCESSED THIS DATE: 014/ tet• iL.D•
FREVICUSLY PROCESSED: 2583 SQ. '..DS.
USS: The above test meets the require-aRCCESSED TO DATE: 8730 SQ. YDS.
en of 1 nOa of Max. density.
1 Client, Atte. na,-. f�Pnt.
zo
2 Client, Attn: Engr. Dept., II3S0 S. tespectfully submitted , ��� a �
Federal Hwy., Port St. Lucie, Fla. 33452 PITTSBURGH TESTING LAB �'R
• 1 Citv of Sebastian, PO Box 127. Sebastian,
Fla . _ 32958`NOV 3 0 1981
1 City Enqineer, Robert Llovd. P.E., PO Box John W. Harllee
I F'IC7�eShbastian, Fla. 3?-o5Q Vice President
2 MAL tl EAST COAST ENGINEERING