HomeMy WebLinkAboutSoil CementP���ESTING (�B FORM A07 -MA
h�a PITTSBURGH TESTING LABORATORY DATE SHEET B
a < 3901 N.W. 29th AVENUE, MIAMI. FLORIDA 33142 CLASS "A"
AS w MUTUAL PROTECTION TO CLIENTS. THE PUBLIC ANO OURSELVES. ALL REPORTS
SFAS ANO�'ARE SU■MITT[O AS THE CONFIDENTIAL PROPERTY OC CLIENTS. AMO AUTHORIZATION
FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGAROING
OUR REPORTS IS R[SERVEO PEN OING OUR WRITTEN APPROVAL. 99
ORDER No. MA 2740 LABORATORY No.
CLIENT'S No.
REPORT
OF
SOIL CEMENT CONSTRUCTION CONTROL
CLIENT: General Development Corporation
1111 S. Bayshore Drive
Miami, Florida 33131
Ki 1 di
1106
radi
Card
65' 1
202
High
280
Play,
;-1. 7'
225
PROJECT: Sebastian Highlands WR 3861-01
PROCESSING DATE: 11-5-80
TECHNICIAN: J , C rnel 1 PROCESSED �rni5 D aW4�\� ;� ,1L1.
The above �ests gleet the rqd. of PREVIOUSLY PROCES'`'�4 w�SS•
REMARKS: 100`" of max. density. PROCESSED TO DATE! 1;=+ 30 ,887 SQ YDS
1 Client, Attn: Mr. Gulbalis • ; -4 vo
3 Client, T. Mitchell, L. Clements, S. Heisle>Respectfully submitte*L
1120 Pt. Malabar Blvd., Palm Bay, 32905 40PITTSBURGH TESTING LABORATORY
1 Ken Mil ler, 8380 S. Federal Hwy. , Pt. St. C9pa �.RGINE,ERING
4AE1
Lucie, Fla. 33452
] F. Lloyd, 1835 20th St., Vero Bch, Fl 3?980
1 Sebastian City Hall, Sebastian, Fla. John W. Harllee
1 PTL Tech. Vice President
2 MA
CEMENT
FIELD TESTS
AASHO T99
MOISTURE
FIELD DENSITY
COMPACTED
Lbs./
%
USED
METHOD C
AT TIME
THICKNESS,
DESCRIPTION OF
y BY
COMPACTED
Cu.
rt•
Comp-
INCHES
0 M C
MAX. DEN.
AREA PROCESSED
I'(T.
LBS/CU FT
X
ar.tion
AVr,.l
MAX.
MIN -
.re from Schumann
N. 1106'x20'+2
.2516 sq. yds.
8.6
11.0
114.5
9.9
115.4
100.8
7"
nal from Kildare
!. 65x20'+2 radii
,q, yds.
8.6
11.0
114.5
10.6
114.9
100.3
7"
from Kildare 100'
►0'x20'+2 radii
;q, yds.
8.6
11.0
114.5
10.1
115.7
101.0
7"
I from Kildare 75'
)'x20'+2 radii
q, yds.
8.6
11.0
114.5
10.9
115.3
100.7
7"
,. ott• I
TECHNICIAN: J , C rnel 1 PROCESSED �rni5 D aW4�\� ;� ,1L1.
The above �ests gleet the rqd. of PREVIOUSLY PROCES'`'�4 w�SS•
REMARKS: 100`" of max. density. PROCESSED TO DATE! 1;=+ 30 ,887 SQ YDS
1 Client, Attn: Mr. Gulbalis • ; -4 vo
3 Client, T. Mitchell, L. Clements, S. Heisle>Respectfully submitte*L
1120 Pt. Malabar Blvd., Palm Bay, 32905 40PITTSBURGH TESTING LABORATORY
1 Ken Mil ler, 8380 S. Federal Hwy. , Pt. St. C9pa �.RGINE,ERING
4AE1
Lucie, Fla. 33452
] F. Lloyd, 1835 20th St., Vero Bch, Fl 3?980
1 Sebastian City Hall, Sebastian, Fla. John W. Harllee
1 PTL Tech. Vice President
2 MA
FORM 407-M A
PITTSBURGH TESTING LABORATORY DATE SHEET B
�-
3901 N.W. 29th AVENUE, MIAMI. FLORIDA 33142 CLASS "A"
Cly' 1, et`'t j\y AS A MUTUAL PROTECTION TO CLIENTS. THE PU6LIC AND OURSELVES. ALL REPORTS
ffgSANG ARE SU6MITTED AS TMC CONFIDENTIAL PROPERTY OF CLIENTS, AND AUTHORIZATION
FOR P SLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL.
ORDER No. MA Z74O LABORATORY No.
- 97
CLIENT'S No.
REPORT
OF
SOIL CE.*fENT CONSTRUCTION CONTROL
CLIENT: General Development Corporation
1111 S. Bayshore Drive
Miami, Florida 33131
Ki'
Ha
20
091
Ki
ray
tea
to
2
PROJECT: Sebastian Highlands WR 3861-01
PROCESSING DATE: 11-3-80
V
TECHNICIAN • J. Cornell PROCESSED This 1)Ait: 1 1 ju 0• 11/
The above tests meet the requirementPREVIOUSLY PROCESSED:
REMARKS: of 100°, of max. density. PROCESSED TO DATE:.°�`�•
1 Client, Attn: Mr. Gulbalis f
3 Client, T. Mitchell, L. Clements, S. Heisle>Respectfully submitted,,
1120 Pt. Malabar Blvd., Palm Bay, 32905 NUVI i
• 1 Ken Miller, 8380 S. Federal Hwy., Pt. St. PITTSBURGH TESTING LABORATORY
Lucie, Fla. 33452N4
1 F. Lloyd, 1835 20th St., Vero Bch, F1 32980 1'`J �`}r,��914�T ENG1NE�t1-
1 Sebastian City Hall, Sebastian, Fla. John W. Harllee
I PTL Tech. Vice President
2 MA
CEMENT
FIELD TESTS
AASHO T99
MOISTURE
FIELD DENSITY
COMPACTED
LbS./
%
USED
METHOD C
AT TIME
THICKNESS,
DESCRIPTION OF
X BY
COMPACTED
Cu.
Comp-..
INCHES
0 M C
MAX. DEN.
AVG.
MAX.
MIN.
AREA.PROCESSED
tIT.
7.
LBS/CU FT
X
Ft'
action
dare 160' t'!. of
•ris to Ogden 1580'
3511 sq. yds.
3.4
10.9
114.2
10.0
114.9
100.6
7"
len from Harris to
dare 1044'x20'+4
Iii 2436 sq. yds.
8.4
10.9
114.2
10.8
115.0
100.7
7"
•ri s from Kildare
Conover 518'x20+
•adii 1209 sq. yd.
3.4
10.9
114.2
10.4
115.3
100.9
7"
V
TECHNICIAN • J. Cornell PROCESSED This 1)Ait: 1 1 ju 0• 11/
The above tests meet the requirementPREVIOUSLY PROCESSED:
REMARKS: of 100°, of max. density. PROCESSED TO DATE:.°�`�•
1 Client, Attn: Mr. Gulbalis f
3 Client, T. Mitchell, L. Clements, S. Heisle>Respectfully submitted,,
1120 Pt. Malabar Blvd., Palm Bay, 32905 NUVI i
• 1 Ken Miller, 8380 S. Federal Hwy., Pt. St. PITTSBURGH TESTING LABORATORY
Lucie, Fla. 33452N4
1 F. Lloyd, 1835 20th St., Vero Bch, F1 32980 1'`J �`}r,��914�T ENG1NE�t1-
1 Sebastian City Hall, Sebastian, Fla. John W. Harllee
I PTL Tech. Vice President
2 MA
,FSTING FORM 407-M A
PITTSBURGH TESTING LABORATORY DATE SHEET B
�= ,
o. < 3901 N.W. 29Th AVENUE. MIAMI. FLORIDA 33142 CLASS "A"
r -
ry
h
AS ♦ MUTUAL IROTCC TION TO CLIENTS. THE PUBLIC AND OURSELVES. ALL REPORTS
,Ff'95 AN0 �,rt'
ARE SUSMITTCO A3 THE CONFIO[N TIAL PROPERTY 0I CLIENTS. AND AUTHORIZATION
FOR PU SLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING
OUR REPORTS IS RESERVED FENDING OUR WRITTEN APPROVAL.
ORDER No. MA 2740 LABORATORY No. 98
CLIENT'S No.
REPORT
OF
SOIL CEM�EENT CONSTRUCTION CONTROL
Hart
360'
sq.
Con(
Ki lc
rad'
Kit
450
100(
CLIENT: General Development Corporation
1111 S. Bayshore Drive
Miami, Florida 33131
PROTECT: Sebastian Highlands WR 3861-01
PROCESSING DATE: 11-4-30
TECHNICIAN: J. Cornell PROCESSED �rxls UAin: ijul �(• 1 L .
The above tests gleet the rqmt. PREVIOUSLY PROCESSED:w��
REMARKS: PROCESSED TO DATE: =�'
of 100`, of max. density. v
1 Client, Attn: Mr. Gulbalis'
3 Client, T. Mitchell, L. Clements, S. HeislerRespectfully submitted!, 1
•1120 Pt. Malabar Blvd., Palm Bay, 32905
PITTSBURGH TESTING LABORATORY
1 Ken Miller, 8380 S. Federal Hwy., Pt. St.
Lucie, Fla. 33452 OAST. ENGINEERt1�tG
1 F. Lloyd, 1835 20th St., Vero Bch, F1 32980
t_
1 Sebastian City Hall, Sebastian, Fla. John W. Harllee
1 PTL Tech. Vice President
2 MA
CEMENT
FIELD TESTS
AASHO T99
MOISTURE
FIELD DENSITY
COMPACTED
Lbs./
%
USED
METHOD C
AT TIME
THICKNESS,
DESCRIPTION OF
% BY
COMPACTED
Cu.
Ft.
Comp-
INCHES
0 M C
MAX. DEN.
AREA PROCESSED
1ST.
%
LBS/CU FT
x
action
AVG.1
MAX.
MIN.
�is from Conover
S. 860'x20 1911
yds.
3.9
11.0
114.4
10.7
115.1
100.6
7"
ver from Harris to
lare 1053' x20'+4
i 2456 sq. yds.
8.9
11.0
114.4
10.1
115.3
100.8
7"
!are from Ogden
S. 450'x20
i sq. yds.
8.9
11.0
114.4
10.3
114.2
100.3
7"
TECHNICIAN: J. Cornell PROCESSED �rxls UAin: ijul �(• 1 L .
The above tests gleet the rqmt. PREVIOUSLY PROCESSED:w��
REMARKS: PROCESSED TO DATE: =�'
of 100`, of max. density. v
1 Client, Attn: Mr. Gulbalis'
3 Client, T. Mitchell, L. Clements, S. HeislerRespectfully submitted!, 1
•1120 Pt. Malabar Blvd., Palm Bay, 32905
PITTSBURGH TESTING LABORATORY
1 Ken Miller, 8380 S. Federal Hwy., Pt. St.
Lucie, Fla. 33452 OAST. ENGINEERt1�tG
1 F. Lloyd, 1835 20th St., Vero Bch, F1 32980
t_
1 Sebastian City Hall, Sebastian, Fla. John W. Harllee
1 PTL Tech. Vice President
2 MA
OJQVN IS $TIMGQ'eO} FORM 407 -MA
PITTSBURGH TESTING LABORATORY DATE SHEET B
:o
a ` < 3901 N.W. 29th AVENUE. MIAMI. FLORIDA 33142 CLASS "A"
,�•_�;, : rah
h
C��{' 1^ uC•'�'��
ASA MUTUAL PROTECTION TO CLIENTS. TM[ PUBLIC AND OURS[LV [S. ALL REPORTS
ffgSAND �'�E AR[ SUBMITTED AS TMC CONFIDENTIAL PROPERTY OF CLIENTS. NO AUTHORIZATION
FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EZTRACTS FROM OR REGARDING
MA 2740 OUR REPORTS IS REB[RV[O PENDING OUR WRITTEN APPROVAL. LABORATORY No.
ORDER No. � 95
CLIENT'S No.
REPORT
OF
SOIL CE.*SENT CONSTRUCTION CONTROL
Carc
Ki lc
20
Hig[
Ki lc
370>
CLIENT: General Development Corporation
1111 S. Bayshore Drive
Miami, Florida 33131
PROJECT: Sebastian Highlands WR 3861-01
PROCESSING DATE: 10-29-80
TECHNICIAN: J. Cornell PROCESSED THIS DATE: scij.s _--y. zliD.
The above tests gleet the requirements PREVIOUSLY PROCESSED:y��' r_312!r_:r q YDS.
REMARKS: of 100;' of max. density. PROCESSED TO DATE: � `1
1 Client, Attn: Mr. Gulbalis 3 Client, T. Mitchell, L. Clements, S. HeislelRespectfully submitte,
1120 Pt. Malabar Blvd., Palm Bay, 32905 NOV I( 1980
• 1 Ken Miller, 8380 S. Federal Hwy., Pt. St. PITTSBURGH TESTING LABORATORY
Lucie, Fla. 33452
1 F. Lloyd, 1835 20th St., Vero Bch, Fl 32980 �'�'L� r' 5` - ST ENGINEERING
1 Sebastian City Hall, Sebastian, Fla. John W. Harllee
1 PTL Tech. Vice President
2 MA
FIELD TESTS
FIELD DENSITY
CEMENT
AASHO T99
MOISTURE
COMPACTED
Lbs.
%
USED
METHOD C
AT TIME
THICKNESS,
DESCRIPTION OF
% BY
COMPACTED
Cu.
Comp-
INCHES
0 M C
MAX. DEN.
AVG.1
MAX.
-MIN.
AREA PROCESSED
IIT.
%
LBS/CU FT
I
Ft.
action
i nal 50' W. of
are 612' U. 612x
1360 sq. yds.
3.9
11.0
114.4
10.0
115.1
100.6
7"
50' W. of
are 870 1•1
20 1933 sq. yds.
8.9
11.0
114.4
10.5
114.9
100.4
711
TECHNICIAN: J. Cornell PROCESSED THIS DATE: scij.s _--y. zliD.
The above tests gleet the requirements PREVIOUSLY PROCESSED:y��' r_312!r_:r q YDS.
REMARKS: of 100;' of max. density. PROCESSED TO DATE: � `1
1 Client, Attn: Mr. Gulbalis 3 Client, T. Mitchell, L. Clements, S. HeislelRespectfully submitte,
1120 Pt. Malabar Blvd., Palm Bay, 32905 NOV I( 1980
• 1 Ken Miller, 8380 S. Federal Hwy., Pt. St. PITTSBURGH TESTING LABORATORY
Lucie, Fla. 33452
1 F. Lloyd, 1835 20th St., Vero Bch, Fl 32980 �'�'L� r' 5` - ST ENGINEERING
1 Sebastian City Hall, Sebastian, Fla. John W. Harllee
1 PTL Tech. Vice President
2 MA
0 G�ZE5TI0WG 14 FORM 407 -MA
PITTSBURGH TESTING LABORATORY DATE SHEET B
z o
r
3901 N.W. 29th AVENUE, MIAMI. FLORIDA 33142 CLASS "A"
C�1' •� aE''L `r`y ASA MUTUAL PROTECTION TO CLIENT!, THE PUBLIC AND OURSELVES. ALL REPORTS
ARCSUBMI TTCO AS THE COMFIOENTIAL PROPERTY OF CLIENTS, wNO AUTHORIZATION
FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR CIITRACT! FROM OR REGARDING
OUR REPORTS IS RES[RVID PENDING OUR WRITTEN APPROVAL.
ORDER No. MA 2740 LABORATORY No. 54
CLIENT's No.
REPORT
OF
SOIL CL%= CONSTRUCTION CONTROL
Ind
482
rad
Har
Pla
874
200
La
122
rad
CLIENT: General Development Corporation
1111 S. Bayshore Drive
Miami, Florida 33131
PROJECT: Sebastian Highlands WR 3861-01
PROCESSING DATE: 9-23-80
TECHNICIAN: J. Cornell PROCESSED 'rn15 DAIL: bNl' -JQ• 111.1.
PREVIOUSLY PROCESSED: 5937 SQ. YDS.
REMARKS: PROCESSED TO DATE: 11,848 SQ: - YDS.
ENINEfEKiNG
1 Client, Attn: Mr. Gulbalis The above tests meet tie men °0 of
3 Client, T. Mitchell, L. Clements, S. HeislerRespectfully submitted, max. density.
1120 Pt. Malabar Blvd., Palm Bay, 32905
1 Ken Miller, 8380 S. Federal Hwy., Pt. St. PITTSBURGH TESTING LABORATORY
Lucie, Fla. 33452
1 F. Lloyd, 1835 20th St., Vero Bch, F1 32980'r'�
1 Sebastian City Hall, Sebastian, Fla. John W. Harllee
1 PTL Tech. Vice President
2 MA
FIELD TESTS
FIELD DENSITY
CEMENT
AASHO T99
MOISTURE
COMPACTED
Lbs./
USED
METHOD C
AT TIME
%
THICKNESS,
DESCRIPTION OF
% BY
COMPACTED
Cu.
Ft.
Comp-
INCHES
0 M C
MAX. DEN.
AREA PROCESSED
1'1T.
%
LBS/CU FT
X
action
AVG.
MAX.
MIN.
ian from La Playa
' W. 482'x20'+2
ii 1129 sq. yds.
7.5
10.8
114.9
9.6
116.0
100.9
7"
ris from La
ya to India
'x20'+2 radii
0 sq. yds.
7.5
10.8
114.9
10.1
115.8
100.8
7"
Playa from Englar
6 N.W. 1226'x20+2
ii 2782 sq. yds.
7.5
10.8
114.9
9.9
116.2
101.1
7"
TECHNICIAN: J. Cornell PROCESSED 'rn15 DAIL: bNl' -JQ• 111.1.
PREVIOUSLY PROCESSED: 5937 SQ. YDS.
REMARKS: PROCESSED TO DATE: 11,848 SQ: - YDS.
ENINEfEKiNG
1 Client, Attn: Mr. Gulbalis The above tests meet tie men °0 of
3 Client, T. Mitchell, L. Clements, S. HeislerRespectfully submitted, max. density.
1120 Pt. Malabar Blvd., Palm Bay, 32905
1 Ken Miller, 8380 S. Federal Hwy., Pt. St. PITTSBURGH TESTING LABORATORY
Lucie, Fla. 33452
1 F. Lloyd, 1835 20th St., Vero Bch, F1 32980'r'�
1 Sebastian City Hall, Sebastian, Fla. John W. Harllee
1 PTL Tech. Vice President
2 MA
1E-a11RGf4
FORM A07 -MA
Lo
PITTSBURGH TESTING LABORtiTORY DATE SHEET B
d• a
< 3901 N.W. 29th AVENUE, MIAMI. FLORIDA 33142 CLASS "A"
Cly '�• uC`'L '1�y ASA MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES. ALL REPORTS
Ff'9SANO�r� ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS, AND AUTHORIZATION
FOR PUBLICATION OF BTA TEMENTB, CONCLUSIONS OR EXTRACTS FROM OR REGAROIMG
�MA 2740 OUR REPORTS IB RESERVED PENDING OUR WRITTEN APPROVAL. LABORATORY No.
RDER No. 53
CLIENT'S No.
REPORT
OF
SOIL CEMENT CONSTRUCTION CONTROL
Ca
581
ral
Hi
N.
62;
Al
P1
20
Ha
Al
56'
Inl
34:
ral
CLIENT: General Development Corporation
1111 S. Bayshore Drive
Miami, Florida 33131
PROJECT: Sebastian Highlands WR 3861-01
PROCESSING DATE: 9-22-80
TECHNICIAN: J. Cornell PROCESSED THIS DATE: ��,W-j3>y. r.i,a.
PREVIOUSLY PROCESSED:
REMARKS: PROCESSED TO DATE: 59�� s� s.
1 Client, Attn: Mr. Gulbalis The above tests meet the requirement of _j0N o -f
3 Client, T. Mitchell, L. Clements, S. Hei sl elRespectfully submitted, max. ddee�n, NEERING
1120 Pt. Malabar Blvd., Palm Bay, 32905 EAS
• 1 Ken Miller, 8380 S. Federal Hwy., Pt. St. PITTSBURGH TESTING LABORATORY
Lucie, Fla. 33452
1 F. Lloyd, 1835 20th St., Vero Bch, F1 32980 j� —11L_� &`j '
1 Sebastian City Hall, Sebastian, Fla. John W. Harllee
1 PTL Tech. Vice President
2 MA
FIELD TESTS
FIELD DENSITY
CEMENT
AASHO T99
MOISTURE
COMPACTED
Lbs./
USED
METHOD C
AT TIME
%
THICKNESS,
DESCRIPTION OF
% BY
COMPACTED
Cu.
Comp-
INCHES
0 M C
MAX. DEN.
AREA PROCESSED
IIT.
%
LBS/CU FT
X
Ft'
ar,tion
AVG -1
MAX.
MIN.
-dinal from Alamed
i' N. 586'x20'+2
iii 1360 sq. yds.
8
10.6
115.2
9.6
116.3
100.9
7"
lh from Alameda 27
'
272'x20'+2 radii
sq yds.
8
10.6
115.2
10.1
116.5
101.1
7"
lmeda from La
►ya to Harris 875'
+4 radii 2060 sq.
yds8
10.6
115.2
9.9
116.3
100.9
7"
,ris 174' N. of
lmeda 567' S.
''x20'1260 sq. yds.
8
10.6
115.2
8.9
115.9
100.6
7"
Pian from Harris
'' E. 242'x20'+2
Iii 595 sq. yds.
8
10.6
115.2
10.3
116.0
100.7
7"
TECHNICIAN: J. Cornell PROCESSED THIS DATE: ��,W-j3>y. r.i,a.
PREVIOUSLY PROCESSED:
REMARKS: PROCESSED TO DATE: 59�� s� s.
1 Client, Attn: Mr. Gulbalis The above tests meet the requirement of _j0N o -f
3 Client, T. Mitchell, L. Clements, S. Hei sl elRespectfully submitted, max. ddee�n, NEERING
1120 Pt. Malabar Blvd., Palm Bay, 32905 EAS
• 1 Ken Miller, 8380 S. Federal Hwy., Pt. St. PITTSBURGH TESTING LABORATORY
Lucie, Fla. 33452
1 F. Lloyd, 1835 20th St., Vero Bch, F1 32980 j� —11L_� &`j '
1 Sebastian City Hall, Sebastian, Fla. John W. Harllee
1 PTL Tech. Vice President
2 MA