HomeMy WebLinkAboutSoil Cement-'-ATEC Associates, Inc.
VY1779 Canova Street, S. E.
Palm Bay, Florida 32909
(407) 724-1273
•
REPORT
OF
SOIL CEMENT CONSTRUCTION CONTROL
Class A
Page 1 of 3
Project: Sebastian Highlands Unit #17 Date 4/06/88
Client: General Development Corp. Project#: 71-72-046
Processing Date: 4/06/88 Client #: 66
Work Release No. 3871-04 Lab # PM880391
Cement
used
Description of % by
Area Processed Vol.
Arcadia Dr. From 8,0
Bristol Dr, went
West 1,836 Lin,Ft.
8.0
1,836'x21'+2 Rads
=4,342 Sq. Yds.
8.0
•
8.0
8.0
8.0
8.0
8.0
8.0
PROCESSED
THIS DATE:
9,793
SQ. YDS.
0
SQ. YDS.
Offices:
Cincinnati. OH
Anchorage. AK
Dallas, TX
Atlanta. GA
Dayton OH
Bit llimpre MCI
Denver, CO
[Iirnunghain. AL
FI Wayne, IN
Ch-carto. IL
Gaitherburg, MD
Field Test Moisture Field Mixed
AASHO T134 At Time Density Compacted
Method C Compacted Thickness
OMC Max.Den. % lbs % Inches
% lbs cu.Ft. cu.Ft. Comp Avg Max Min
11.1 118.9 Sta 18+00 113.0 95.0 6.25 6.50 6.0
C/L 9.3
11.1 118.9 Sta 15+50 114.6 96.4 6.25 6.50 6.0
R/S 10.6
11.1 118.9 Sta 13+00 112.3 95.1 6.25 6.50 6.0
L/S 7.3
11.1 118.9 Sta 10+50 117.1 98 5 6.25 6.50 6.0
C/L 7.8
11.1 118.9 Sta 8+00 113.7 95.6 6.25 6.50 6.0
R/S 10.2
11.1 118,9 Sta 5+50 113.0 95.1 6.25 6.50 6.0
L/S 6.2
11.1 118.9 Sta 3+00 113.2 95.3 6.25 6.50 6.0
C/L 7.3
11.1 118.9 Sta 0+50 109.6 92.3 6.25 6.50 6.0
R/S 7.8
11.1 118.9 Retest 113,0 95.0 6.25 6.50 6.0
7.5
PREVIOIUSLY
PROCESSED:
PROCESSED TO
DATE:
22,350
SQ. YDS.
32,143 SQ.
YDS.
Corporate Office: Indianapolis IN
Raleigh, NC
Griffith. IN
Longmont, CO
Salisbury, MD
Affiliates:
Huntsville, AL
Lousiville, KY
Savannah, GA
Alexannm A
Indianapolis, IN
Miami. FL
Toledo, OH
Cnantilly VA
Jacksonville, FL
Montgomery, AL
Washington, DC
Newpnrt Nows 'oA
Lexington. KY
Nashville. TN
West Palm Beach, FL
Norton VA
- -ATEC Associates, Inc.
VY1779 Canova Street, S. E.
Palm Bay, Florida 32909
(407) 724-1273
•
REPORT Class A
OF Page 2 of 3
SOIL CEMENT CONSTRUCTION CONTROL
Project: Sebastian Highlands Unit #17 Date 4/06/88
Client: General Development Corp. Project#: 71-72-046
Processing Date: 4/06/88 Client #: 66
Work Release No. 3871-04 Lab # SH880391
Description of
Area Processed
Stratton Ave.
started @ E plat
limit & went W
1,435 Lin.Ft.
1,435'x21'=
3,348 Sq.Yds.
•
Cement
used
% by
Vol.
8.1
Empire Terrace started
@ 304 Lin.Ft. W of
Tracy & went W
277 Lin.Ft. 8.3
277'x21'=
646 Sq.Yds.
Keystone Dr. 63' 8.0
S of Stratton +
61 N of Stratton
124'x21' +4 rads.
=406 sq. yds.
PROCESSED THIS DATE:
• 9,793 SQ. YDS.
Offices: Cincinnati. OH
Anchorage. AK Dallas. TX
Atlanta.GA Dayton. OH
BaltimorP kJ[) Denver, CO
f;irniingharn AL Ft Wayne, IN
r.h'cacto. IL Gailherburg, MD
Field Test Moisture Field Mixed
AASHO T134 At Time Density Compacted
Method C Compacted Thickness
OMC Max.Den. % lbs % - Inches
% lbs cu.Ft, cu.Ft. Comp Avg Max Min
11.1 118.9 Sta 1+00 114.0 96.0 6.25 6.50 6.0
R/S 9.7
11.1 118.9 Sta 3+50 114.6 96.3 6.25 6.50 6.0
L/S 8.9
11.1 118.9 Sta 6+00 115.2 96.8 6.25 6.50 6.0
C/L 9.6
11.1 118.9 Sta 8+50 113.3 95 3 6.25 6.50 6.0
R/S 9.6
11.1 118.9 Sta 11+00 114.1 95.9 6.25 6.50 6.0
L/S 8.2
11.1 118.9 Sta 13+50 115.0 96.7 6.25 6,50 6.0
C/L 7.5
11.1 118,9 Sta 16+03 114,8 96.5 6.25 6.50 6.0
C/L 11.0
11.1 118.9 40' S of 119.1 100.2 6.25 6,50 6.0
Stratton
L/S 9.8
PREVIOIUSLY PROCESSED: PROCESSED TO DATE:
22,350 SQ. YDS. 32,143 SQ. YDS.
Corporate Office: Indianapolis IN
Raleigh, NC
Griffith. IN
Longmont, CO
Salisbury, MD
Affiliates:
Huntsville. AL
Lousiville, KY
Savannah, GA
Ae>anrn:a ',
Indianapolis. IN
Miami. FL
Toledo, OH
Cnant:II,, :'
Jacksonville. FL
Montgomery, AL
Washington, DC
Nctipn" Nr"ns `-
Lexington, KY
Nashville. TN
West Palm Beach, FL
Nrn+r,w v%•
ATEC Associates, Inc.
V 1779 Canova Street, S. E.
Palm Bay, Florida 32909
(407) 724-1273
•
REPORT
OF
SOIL CEMENT CONSTRUCTION CONTROL
Project: Sebastian Highlands Unit #17
Client: General Development Corp.
Processing Date: 4/06/88
Work Release No. 3871-04
Field Test Moisture
Cement AASHO T134 At Time
used Method C Compacted
Description of % by OMC Max.Den. %
Area Processed Vol. % lbs cu.Ft.
Class A
Page 3 of 3
Date 4/06/88
Project#: 71-72-046
Client #: 66
Lab # SH880391
Field Mixed
Density Compacted
Thickness
lbs % Inches
cu.Ft. Comp Avg Max Min
Keystone Drive 8.0 11.1 118.9 45' N of 117.5 99.1 6.25 6.50 6.0
66 Lin. Ft. N of Arcadia C/L
Arcadia 66'x21'+2 8.9
rad. = 406 sq.yds.
Tracy Dr 64 Lin. 8.0 11.1 118.9 48' N of
Ft. N of Arcadia Arcadia
64'x21' + 2 rad=
W/S 10.5
Bristol Dr 50' N 8.0 11.1 118.9 26' N of
of Stratton + 35' Stratton
S of Stratton C/L 11.7
85'x21' + 2 rad =
406 sq.yds.
Tracy Dr 53' 8.0 11.1 118.9 40' S of
N of Stratton + 58' Stratton
S of Stratton 111'x C/L 11.3
21'+4 rad= 378 sq. yds.
207 sq.yds,
PROCESSED THIS DATE: PREVIOIUSLY PROCESSED: PROCESSED TO DATE:
8,038 SQ. YDS. 14,312 SQ. YDS. 22,350 SQ. YDS.
Technician: B.Hiles/R.Plemmons
Remarks: ABOVE TESTS MEET THE MINIMUM REQUIREMENT OF 95%_:,,&'MAX. DENSITY
The cement used was determined Respectfully, Submitted,
by canvas checks ATEC Associates, Ia).C.
a
�-
�ohn W. Harllee, P.E.
Tice President
Corporate Office: Ind anapohs IN
Offices: Cincinnati, OH Raleigh. NC
Anchnrage, AK Dallas TX Griffith. IN Longmont, CO Salisbury, MD Affiliates:
Atlanta, GA Dayton. OH Huntsville, AL Lousiville, KY Savannah, GA Alexandra VA
Baltimore MCI Denver, CO Indianapolis, IN Miami, FL Toledo. OH Chantilly '✓A
Bu muulharn. AL Ft Wayne. IN Jacksonville, FL Montgomery, AL Washington, DC Newpnr; Newt 'J..
Ch cago. IL Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Norrnlw W
0
1'
►TEC Associates, Inc.
VY1.779 Canova Street, S.E.
Palm Bay, Florida 32909
(407) 724-1273
REPORT Class A
OF Page 1 of 3
SOIL CEMENT CONSTRUCTION CONTROL
Project: Sebastian Highlands
Unit #17
•
DATE:
Date
Cincinnati, OH
4/05/88
Client: General
Development
Corp.
Baltimore, MD
Denver. CO
Project#:
Ft. Wayne, IN
71-72-046
Processing Date:
4/05/88
Salisbury, MD
Affiliates:
Huntsville, AL
Client
#:
66
Work Release No.
3871-04
Toledo, OH
Chantilly. VA
Jacksonville, FL
Lau :'
Washington, DC
PM880381
Lexington, KY
Field Test
Moisture
Field
Mixed.
Ccment AASI10 T134
At Time
Density
Compacted
used Method C
Compacted
Thickness
Description of
% by OMC
Mar�.Den.
%
lbs
%
Inches
Area Processed
Vol.
lbs cu.Ft.
cu.Ft.
Comp
Avg
Max Min
Bristol Drive
8.1 111.6
118.3
Sta 14+50
11!.3
94.1
6.25
6.50 6.0
started @ 1,380
C/L 8.9
lin. ft. N of
sta O+OO and
8.1 11.6
118.3
Retest/9.1
112.4
95.0
6.25
6.50 6.0
went N 259 lin.ft.
to Strattons S
8.1 11.6
118.3
Sta 16+00
112.7
95.3
6.25
6.50 6.0
R/W from Strattons
/11.2 L/S
N R/W for 683 lin.ft.
�83' + 259 = 8.1
11.6
11.8.3
Sta 18+50
113.3
95.8 6.25
6.50 6.0
942 lin. ft, x 21.
_
/10.6 R/S
2198 sq. yds.
8.1 11.6
118.3
Sta 21+00
.113.4
25.8
5.25
6.50 6.0
/10.4 C/L
Keystone Drive
started at
S.i 11.6
11-8.5
Sta 9+50
116.8
98.5
6.25
6.50 6.0
Bristol Drive and
went
/9.6 N of
S for 926 lin.ft.
or to
Stratton C/L
N R/W of Stratton
926 x 21 = 2161
Sta 7+00
115.1
S7.1
6.25
6.50 6.0
sq. yds.
/9.4 N of
Stratton R/S
8.1 11.6
118.5
Sta 4+50
113.8
96.0
6.25
6.50 6.0
/9.9 N of
Stratton L/S
8.1 11.6
113.5
Sta 2+00
114.7
96.8
6.25
6.50 6.0
/9.0 N of
Stratton C/L
PROCESSED ':HIS DATE:
8,038
SQ. YDS.
•
DATE:
Offices:
Cincinnati, OH
Anchorage, AK
Dallas, TX
Atlanta, GA
Dayton, OH
Baltimore, MD
Denver. CO
Birmingham, AL
Ft. Wayne, IN
Chicago, IL
Gaitherburg, MD
PREVIOIUSLY
PROCESSED:
PROCESSED TO
DATE:
14,312
SQ. YDS.
22,350 SQ.
YDS.
Corporate Office: Indianapolis. IN
Raleigh, NC
Griffith, IN
Longmont, CO
Salisbury, MD
Affiliates:
Huntsville, AL
Lousiville, KY
Savannah, GA
Alexandria. VA
Indianapolis, IN
Miami, FL
Toledo, OH
Chantilly. VA
Jacksonville, FL
Montgomery, AL
Washington, DC
Newport News. VA
Lexington, KY
Nashville, TN
West Palm Beach, FL
Norfolk. VA
Consultina Geotechnical / Materials Enemeers and Enwronmentai Scientists
ATEC Associates, Inc.
1.779 Canova Street, S. E.
Palm Bay, Florida 32909
(407) 724-1273
•
REPORT Class A
OF Page 2 of 3
SOIL CEMENT CONSTRUCTION CONTROL
Project: Sebastian Highlands Unit 017 Date 4/05/88
Client: General Development Corp. Project#: 71-72-046
Processing Date: 4/05/88 Client #: 66
Work Release No. 3871-04 Lab # SH880381
Cement
-
used
Description of
% by
Area Processed
Vol.
Keystone Dr.
8.1
from S R/W of
Dallas, TX
Stratton S for
Longmont, CO
672 lin.ft.
8.1
672 x 21 =
Huntsville, AL
1,568 sq.yds.
Savannah, GA
8.1
� 0
8.1
Tracy Dr. from 8.0
S R/W of Stratton
to N R/W of
- Arcadia or 576 8.0
lin.ft.
576 x 21 =
1,344 sq.yds. 8.0
PROCESSED THIS DATE:
8,088 SQ. YDS.
•
Offices:
Anchorage, AK
Atlanta, GA
Baltimore, MD
Birmingham, AL
Chicago, IL
Field Test Moisture Field Mixed
AASHO T134 At Time Density Compacted
Method C Compacted Thickness
OMC Max.Den. % lbs % Inches
% lbs cu.Ft. cu.Ft. Comp Avg Max Min
11.6 118.5 S of Stratton 116.2 98.0 6.25 6.50 6.0
L/S Sta 1+00/10.7
11,6 118.5 S of Stratton 114.1 96.2 6.25 6.50 6.0
C/L Sta 3+50/11.4
11.6 118.5 S of Stratton 109.0 92.0 6.25 6.50 6,0
R/S Sta 6+00/7.7
11.6 118.5 Retest/9.9 112.7 95.1 6.25 6.50 6.0
11.6 118.5 S of Stratton 116.6 98.4 6.25 6.50 6.0
C/L Sta 1+00/10.8
11.6 118.5 S of Stratton 112.6 95.0 6.25 6.50 6.0
L/S Sta 3+50/10.0
11.6 118.5 S of Stratton 113.8 96.0 6.25 6.50 6.0
R/S Sta 6+00/9.1
PREVIOIUSLY PROCESSED: PROCESSED TO DATE:
14 312 SQ. YDS. 12, 350 r'Q. Yr'`�
� u L J .
Consultino Geotechnical / Materials Fnoineer5 and Fnvironmental Scientists
Corporate Office: Indianapolis. IN
Cincinnati, OH
Raleigh, NC
Affiliates:
Dallas, TX
Griffith, IN
Longmont, CO
Salisbury, MD
Alexandria. VA
Dayton, OH
Huntsville, AL
Lousiville, KY
Savannah, GA
Denver, CO
Indianapolis, IN
Miami, FL
Toledo, OH
Chantilly. VA
Ft. Wayne, IN
Jacksonville, FL
Montgomery, AL
Washington, DC
Newport News. VA
Gaitherburg, MD
Lexington, KY
Nashville, TN
West Palm Beach, FL
Norfolk. VA
Consultino Geotechnical / Materials Fnoineer5 and Fnvironmental Scientists
ATEC Associates, Inc.
vy1.779 Canova Street, S.E.
Palm Bay, Florida 32909
(407) 724-1273
•
REPORT
OF
SOIL CEMENT CONSTRUCTION CONTROL
Project: Sebastian Highlands Unit #17
Client: Genf}ra1 Development Corp.
Processing Date: 4/05/88
n071—OA Release Nlo. JL
Field Test
Cement AASHO T134
used Method C
�� /�nor
Description of io I- Jy \.�iav it.Rlcix , E'il.
Area Processed Vol. o lbs cu.Ft.
Class A
Page 3 of 3
Date 4/05/88
Froject#: 71-72-046
Client #: 66
Lam) ## wi�'�1'vii3Vi
ii0i-tUre Field+iXC:d
At Time Density Compacted
Compacted Thickness
l Inches
0, lbs /o J
cu.Ft. Comp Avg Max Min
Empire Terrace 7.9 11,6 118,5 Sta 20+42
W of Tracy for 12.0 C/L
305 iin.ft.
304 x 2i +2 rad. -
767 sq.yds. Sta 18+05
S)
7.9 1�.6 118.5 8.2 Lla
•
c
PROCESSED THIS DATE: PRE VICIUSLY PROCESSED:
8,038 SQ. YDS. 14,312 SQ. YDS.
117,5 99.1 6.25 6.50 6.0
114.7 96.8 6.25 6,50 6.0
PROCESSED TO DATE:
22,350 SQ. YDS.
Technician: B.Hiles/R.Plemmons
Remarks.:
ABOVE TESTS MEET
THE MINIMUM
REQUIREMENT
OF 95%„-6F,MAX. DENSITY
The cement used was determined
Respectfu'ily, Submitted,
by canvase checks
Aszbcia e�_, Inc.
��ATEC
'John W. Har 1 l ee , P.E.
Vice President,
Corporate Office: Indianapolis, IN
Offices:
Cincinnati, OH
Raleigh, NC
Affiliates:
Anchorage, AK
Dallas, TX
Griffith, IN
Longmont, CO
Salisbury, MD
Alexandria, VA
Atlanta, GA
Dayton, OH
Huntsville, AL
Lousiville, KY
Savannah, GA
Chantilly VA
Baltimore, MD
Birmingham, AL
Denver, CO
Ft. Wayne, IN
Indianapolis. IN
Jacksonville, FL
Miami, FL
Montgomery, AL
Toledo, OH
Washington, DC Newport News. VA
Chicago, IL
Gaitherburg, MD
Lexington, KY
Nashville, TN
West Palm Beach, FL Norfolk. VA
Consulrnc Geotechnical / Materials Enoineers and Environmental Scientists
Hi G`i N,JV�.I�IC�� li �'�•
7 7q
V -V
L•L.^.JJ
Pr.GE 1 OF 2
REPORT
• OF
SOIL CEMENT CONSTRUCTION CONTROL >laT>~ . 4/21/88
•
PROJECT: Sebastian Highlands Unit #17 CLIENT# 66 PROJECT-#" 71-72-046
CLI NT: General Development Corp. WORK RELEASE# 3871-04
TEST METHOD: LAB NO. SH880561
PROCESSING DATE: 4/21/88
DESCRIPTION OF
AREA PROCESSED
CEMENT
USED
% BY
VOL.
j FIELD
j AASHO
METHOD
OMC
TEST i
T134 MOISTURE
C AT TIME
MAX. DENJ COMPACTED
FIELD
DENSITY
' `FIXING
COMPACTED
THICKNESS
CON[PI
INCHES
LBS/o
j
`/o
BS CU. FT %
CU F
CTION 1AVG.
( MAX. IMIN.
I
Affiliates:
jDay�Dr. from Sta
15+05 W & S for
8.8
11.2
119.5 ;Sta 16+00
'C/L 8.4
113.8
95.2 !6.50
6.75 ;6.251
Denver, CO
1553 Lin. Ft.
553x21 = 2875 sq.
I 8.8
I
11.2
119.5 Sta 18+50
113.5
95.0 6.5016.75
16.25`
Montgomery. AL
yds.
Newport News. VA
Chicago, It.
R/S 8.8
Lexington, KY
Nashville. TN
West Palm Beach, FL
Norlolk VA
-Day Dr. from Sta
9.0
1 11.3
1118.6 Sta 21+00
117.8
99.3 :6.50!6.75
16.25;
20+55 S for 1232
i
L/S 11.7
;
1232x21 = 2875 sq.'
yds.;
9.0
I
11.3
118.6 lista 23+50
115.9
97.7 ;6.50'6.75
�6.25�
1
iC/L 7.1
I i
9.0
111.3
I
118.6 to 26+00
117.4
99.0 X6.50
6.75
i
6.25
/S 9.0
9.0
11.3
118.6 Sta 28+50
115.3
97.2 16.50
6.75
6.251
/L 11.6
1
9.0
11.3
118.6 to 31+00
113.1
95.4 16.50
6.75
6.251
/S 7.6
I
PROCESSED Tf-ISS DATE: PREVIOUSLY PROCESSED: PROCESSED TO DATE:
8,034 SQ -YDS- 56,7q7 S .YDS. 64,831
Corporate Office: Indianapolis. IN
Offices:
Cincinnati, OH
Raleigh, NC
Anchorage, AK
Dallas, TX
Griffith, IN
Longmont. CO
Salisbury, MD
Affiliates:
Atlanta, GA
Dayton, OH
Huntsville, AL
Lousiville, KY
Savannah, GA
Alexandria. VA
Baltimore, MD
Denver, CO
Indianapolis, IN
Miami, FL
Toledo, OH
Chantilly, VA
Birmingham, AL
FL Wayne, IN
Jacksonville, FL
Montgomery. AL
Washington, DC
Newport News. VA
Chicago, It.
Gaitherburg, MD
Lexington, KY
Nashville. TN
West Palm Beach, FL
Norlolk VA
•
•
ATEc
Associates, Inc.
NO
1779 Ganda Street, S.E
VIM
Palin Hay. Florida 32.909
Cincinnati, OH
(305) 72=-7273
REPORT
OF
SOIL CEMENT CONSTRUCTION CONTROL
CLASS A
PAGE 2 OFes_
nATF • /, /,)-1 /QQ
PROJECT: Sebastian Highlands Unit #17 CLIENT# 66 PROJECT# 71-72-046
CLIENT: General Developmnt Corp. WORK RELEASE# 3871-04
TEST METHOD: LAB NO. SH880561
PROCESSING DATE: 4/21/88
TECHNICIAN: B.Hiles /D. Jewell /R.PlenT=s RESPECTFULLY SUBMITTED,
BARKS: The above tests meet the minimum requirement of C ASSOCIATES, INC.
95% of maximum density.
• The cement used by volume was determined by canvas check
JOHN W. HARLLEE., P.E.
VICE PRESIDENT
CEMENT
FIELD TEST
FIELD
MIXING
Cincinnati, OH
USED
AASHO T134
MOISTURE
DENSITY
COMPACTED
DESCRIPTION OF
% BY
METHOD C
AT TIME
Affiliates:
THICKNESS
OMC
MAX. DEN
LBS
/o COMP
AREA PROCESSED
VOL.
COMPACTED
INCHES""
AVG.
MAX. IMIN.
Chantilly. VA
Birmingham, AL
FL Wayne, IN
Jacksonville, FL
BS CU.FT
%
CU F
CTION
Maltz Ave. from
9.0
11.3
118.6
Sta 1+50
118.9
100.2
6.50
6.75
6.25
Day Dr. W for 277
R/S 10.6
Lin. Ft. 277x21
+4 rads = 763 sq.
yds.
Paddock St. from
9.0
11.2
119.5
Sta 5+70
111.3
97.3
6.50
6.75
I
5.25 1
Justine Dr. S for
C/L 9.7
37 Lin. Ft. 37x.21
=145 sq. yd.s.
Justine Dr. from
9.0
11.2
119.5
Sta 2+50
117.9
.98.7
6.50
6.75
6.25
Day Dr. W & S for
L/S 9.2
1269 Lin. Ft.
1269x21= 2961 sq.
9.0
11.2
119.5
Sta 5+00
116.9
97.8
6.50
6.75
6.251
yds.
R/S.10.2
9.0
11.2
119.5
Sta 7+50
113.6
95.1
6.50
6.75
6.25
C/L 10.5
9.0
11.2
119.5
Sta 10+00
114.4
95.7
5.50
6.75
6.25
L/S 6.5
9.0
11.2
119.5
Sta 12 +50
113.6
95.1
5.50
6.75
6.25
PROCESSED THIS DATE: PREVIOUSLY PROCESSED: PROCESSED TO DATE:
8,034 SQ.YDS. 56,797 SQ -YDS-
TECHNICIAN: B.Hiles /D. Jewell /R.PlenT=s RESPECTFULLY SUBMITTED,
BARKS: The above tests meet the minimum requirement of C ASSOCIATES, INC.
95% of maximum density.
• The cement used by volume was determined by canvas check
JOHN W. HARLLEE., P.E.
VICE PRESIDENT
Corporate Office: Indianapolis. IN
Offices:
Cincinnati, OH
Raleigh, INC
Anchorage, AK
Dallas, TX
Griffith, IN
Longmont, CO
Salisbury, MD
Affiliates:
Atlanta, GA
Dayton, OH
Huntsville, AL
Lousiville, KY
Savannah, GA
Alexandra. VA
Ballimo re. MD
Denver, CO
Indianapolis, IN
Miami, FL
Toledo, OH
Chantilly. VA
Birmingham, AL
FL Wayne, IN
Jacksonville, FL
Montgomery. AL
Washington, DC
Newport News. VA
0
•
•
ATEC ,Associates, Inc.
^alts C ". it
D --1 3129
::o ,l . _
REPORT
OF
SOIL CEMENT CONSTRUCTION CONTROL
CLASS A
PAGE 1 OF 3
DATE • 4/20/88
PROJECT: Sebastian Highlands Unit #17 CLIENT# 66 PROJECT# 71-72-046
IENT: General Development Corp. WORK RELEASE# 3871-04
TEST METHOD: LAB NO- SH880551
PROCESSING DATE: 4/20/88
DESCRIPTION OF
AREA PROCESSED
CEMENT
USED
/o BY
VOL.
FIELD TESTf
AASHO T134 ! MOISTURE
METHOD C AT TIME
MAX. DEN COMPACTEDILBS
OMC �BSZCU..FT,%
MIXING
FIELD i
DENSITY COMPACTED
i THICKNESS j
i; COMP INCHES
CU FPACTIONIAVG.IMAX. IN.
Empire Terr. N of
from Sta
; 7.5
1 11.7
i
118.7 j Sta 8+50
1
113.6, 95.7 16.50
16.75
16.25.;
Barber
6+00 W 364 Lin.Ftl�
Dallas, TX
Griffith, IN
R/S 8.2
Salisbury, MD
Affiliates:
Atlanta, GA
364x21+2 rads.
Huntsville, AL
Lousiville, KY
Savannah, GA
Alexandria. VA
Baltimore, MD
Denver, CO
908 sq. yds.
Miami. FL
Toledo, OH
Chantay, VA
Birmingham, AL
FL Wayne. IN
'
Douglass Dr. froml
8.8
11.7
( 118.7 Sta 4+00 1
115.4! 97.2 6.50
! 6.75
16.25 '
the W R/W @ Barbed
Norfok VA
!L/S 8.5
I
W 1058 Lin.Ft.
1058x21= 2468 sq.1
8.8
I 11.7
118.7 Sta 6+50 @
1113.5 95.6 !6.50
6.75
16.25
yds.
j
radius R/S
i
i
'
9.5
I
I
8.8
I 11.7
118.7 'Sta 9+00
1112.9 95.1 16.50
6.75
1
6.25
I
j C/L 8.7
I
(
i
8.8
11.7
118.7 Sta 11+50 @
97.7 6.50
6.75
6.25 i
radius R/S
!115.9
10.5
(6.75
Empire Terr. S of
8.8
11.7
118.7 Sta 0+45
118.1. 99.5 6.50
6.25 ;
B arber 87 Lin.Ft
C/L 10.1
87x21+2 rads=
261 sq. yds.
PROCESSED THIS DATE: PREVIOUSLY PROCESSED: PROCESSED TO DATE:
8752 SQ•Y'DS• 48,045 S .YDS.
Corporate Office: Indianapolis. IN
Offices:
Cincinnati, OH
Raleigh, NC
Anchorage, AK
Dallas, TX
Griffith, IN
Longmont. CO
Salisbury, MD
Affiliates:
Atlanta, GA
Dayton, OH
Huntsville, AL
Lousiville, KY
Savannah, GA
Alexandria. VA
Baltimore, MD
Denver, CO
Indianapolis, IN
Miami. FL
Toledo, OH
Chantay, VA
Birmingham, AL
FL Wayne. IN
Jacksonville, FL
Montgomery. AL
Washington, DC
Newport News. VA
Chicago, IL
Gaitherburg, MD
Lexington, KY
Nashville, TN
West Palm Beach, FL
Norfok VA
Al t�: AsSOCiaTes, inc.
REPORT
• OF
SOIL CEMENT CONSTRUCTION CONTROL
is
CLASS ti
PAGE 2 OF 3
1)ATF. • 4/20/88
PROJECT: Sebastian Highlands Unit #17
CLIENT# 66 PROJECT# 71-72-046
General Developmnt Corp.WORK
RELEASE# _
.CLIENT:
TEST METHOD:
LAB NO. SH880551
PROCESSING DATE: 4/20/88
INCHES
LBS r/. COMP �-
'MIN.
`CEMENT
j USED
DESCRIPTION OFI 70 BY
AREA PROCESSED , VOL.
Paddock Dr. from 1 8.4
S R/W to N R/W
505 Lin. Ft.
,505x21= 3390 sq. 8.4
yds.
I 8.4
Day St. from
Barber St.
1453 Lin. Ft.
1453x21 = 3390
sq. yds.
8,752
Offices:
Anchorage, AK
Atlanta, GA
Baltimore, MD
Birmingham, AL
Chicago, IL
8.3
8.3
e 8.3
8.3
8.3
TE:
.YDS.
FIELD TEST
MIXING
FIELD
AASHO T134 1 MOISTURE !
; COMPACTED
METHOD C ; AT TIME (DENSITY
! THICKNESS
OMC MAX. DEN: COMPACTED 1
INCHES
LBS r/. COMP �-
'MIN.
BS/CU- FT `/o i
CU FTACTI ON IAVG. MAX.
11.7
118.7 Sta 1+00 1115.11
97.0 16.50 '6.75 6.25
fL/S 8.8
i !C/L 13.0
t �
i
11.7
' 11.8.7 :Sta 3+50
1112.0 94.4 :6.50 ;6.75 6.25
118.7 Sta
to 11+00
',L/S 7.1
j
11.7
I
i 118.7 Retest/7.2
!114.2 1 96.2 ;6.50 ;6.75 �.25
11.7 i 118.7 Sta 1+00 113.0 195.2 6.50 .6.75 6.25
I i
:L/S 7.3 j
' I
1 11.7 118.7 ;Sta 3+50 1113.9 95.9 6.50 16.75 16.25
96.3 6.50 16.75 6.25
95.7 16.50 11
94.0 6.50
PREVIOUSLY PROCESSED: PROCESSED TO DATE:
AP ni,s SO.YDS. SA -7a- -SCI- •
;R//S 8.0
Cincinnati, OH
11.7
i
118.7 iSta 6+00
114.3
Griffith, IN
iC/L 11.0
Dayton, OH
11.7
118.7 ISta 8+50
113.6
Indianapolis, IN
fL/S 8.8
I
Jacksonville, FL
1
Gaitherburg, MD
11.7
118.7 Sta
to 11+00
111.5
9.0
96.3 6.50 16.75 6.25
95.7 16.50 11
94.0 6.50
PREVIOUSLY PROCESSED: PROCESSED TO DATE:
AP ni,s SO.YDS. SA -7a- -SCI- •
6.75 6.25:
6.75 6.25:
i
Raleigh, NC
Corporate Office: Indianapolis. IN
Cincinnati, OH
Affiliates:
Savannah, GA
Dallas, TX
Griffith, IN
Longmont, CO
Dayton, OH
Huntsville, AL
Lousiville, KY
Denver, CO
Indianapolis, IN
Miami, FL
Fl. Wayne. IN
Jacksonville, FL
Montgomery. AL
Gaitherburg, MD
Lexington, KY
Nashville, TN
6.75 6.25:
6.75 6.25:
i
Raleigh, NC
Salisbury,.MD
Affiliates:
Savannah, GA
Alen ia. VA
Toledo, OH
Cria". VA
Washington, DC
Newport News. VA
West Palm Beach, FL
Nortok VA
•
C]
•
Al k:C: Assaciates, inc.
P:,I:..:
REPORT
OF
SOIL CEMENT CONSTRUCTION CONTROL
ULnJJ
PAGE 3 OF 3
n e TF' . 4/20/88
PROJECT: Sebastian Highlands Unit #17 CLIENT# 66 PROJECTS 71-72-046
IENT: General DevelOPment COrP WORK RELEASE# 3871-04
TEST METHOD: LAB NO. SH880551
PROCESSING DATE: 4/20/88
(CEMENT
;
FIELD TEST i
95% of the maximum
FIELD MIXING i
USED j
AASHO T134
MOISTURE
DENSITY COMPACTED
DESCRIPTION OF
% BY
METHOD C
, AT TIME
_ THICKNESS
AREA PROCESSED
VOL.
COMPACTED
LBS ICOMPINCHES
OMC IMAX.
DEN,
Corporate Office: Indianapolis. IN
Raleigh, NC
Offices:
Anchorage, AK
CU. FT
I%LBS %
CU FCTIONIAVG.IMAX.(MIN.
Atlanta. GA
Dayton. OH
Huntsville, AL Lousiville, KY
Savannah, GA Alexandria. VA
Toledo, OH Chanlilly, VA
Baltimore, MD
Birmingham, AL
Denver, CO
FL Wayne, IN
i
Washington, DC Newport News, VA
Day St. from 1
8.4
11.7
118.7 j Retest/7.6
114.6 +
96.5 '6.50
6.75.25
Barber St.
11453 Lin. Ft. I
j
8.4
11.7
118.7 Sta 13+50
115.0
96.5 6.50 16.75
5.25
'1453x21 = 3390
C/L 13.2
sq. yds.
;
i
Justine Dr. from
; 8.3
j 11.7
1118.7 Sta 0+30
115.4
97.2 6.50 X6.75
16.25;
Day Dr. W 42 Lin.
;
, R/S 10.5
7t. 42x21+2 =
1156 sq. yds.
8.3
j 11.7
118.7 i Sta 0+45
114.6
96.5 6.50
16.75
16.251!
C/L 13.6
I
j
f
,
PROCESSED THIS DATE: PREVIOUSLY PROCESSED: PROCESSED,aTO- SATE:
8,752 SQ.YDS. 48.045 S .YDS.
Technician: B.Hiles/R.Plemmons
Remarks; The Above tests meet
the minimum requirement of
Respectfully Submitted,
95% of the maximum
density.
'ATEC Associates, Inc.-.
The cement used by
volume was
determined by canvase checks.
Lo,�-���
'�hn . Ha�rllee;P.E.
Vice President
Corporate Office: Indianapolis. IN
Raleigh, NC
Offices:
Anchorage, AK
Cincinnati, OH
Dallas, TX
Griffith, IN Longmont. CO
Salisbury, MO Affiliates:
Atlanta. GA
Dayton. OH
Huntsville, AL Lousiville, KY
Savannah, GA Alexandria. VA
Toledo, OH Chanlilly, VA
Baltimore, MD
Birmingham, AL
Denver, CO
FL Wayne, IN
Indianapolis, IN Miami, FL
Jacksonville, FL Montgomery, AL
Washington, DC Newport News, VA
Chicago. IL
Gaitherburg, MD
Lexington. KY Nashville, TN
West Palm Beach, FL Nodok VA
I 0
ATtC Associates, Inc.
VY1773 Canova Street, S. E.
Palm Bay, Florida 32909
(407) 724-1273
REPORT Class A
OF Page 1 of 2
SOIL CEMENT CONSTRUCTION CONTROL
Project: Sebastian Highlands Unit #17 Date 4/19/88
Client: General Development Corp. Project#: 71-72-046
Processing Date: 4/19/88 Client #: 66
Work Release No. 3871-04 Lab # PM880539
Cement
used
Description of % by
Area Processed Vol.
Midway Ct. from 8.6
the R/W of Barber
St. S for 514 Lin.Ft.
8.6
514'x21'= 1,199 Sq.Yds.
Brisbane St. 8.4
40from Midway 462
Lin.Ft. N
462'x21'=1,078 8.4
Sq.Yds.
Empire Terr. S of
Douglass from the 8.4
R/W of Barber 259
Lin.Ft. E
259'x21'=604 Sq.Yds.
Miller Dr. from 8.1
the R/W @ Barber St.
N 183 Lin.Ft.
183'x21'=427 Sq.Yds.
Offices:
Cincinnati. OH
Ancrhnrage. AK
Dallas TX
Atlanta, GA
Davton. OH
Baltimore MCI
Denver. CO
f;irnungharn AL
Ft Wayne, IN
Ch-cano. !L
Gaitherburg, MD
Field Test Moisture
AASHO T134 At Time
Method C Compacte
OMC Max.Den. %
% lbs cu.Ft.
11.1 118.2 Sta 0+75
C/L 9.1
11.1 118.2 Sta 3+25
L/S 6.6
11.1 118.2 Sta
0+75
R/S
6.2
11.1 118.2 Sta
3+25
C/L
9.0
11.1 118.2 Sta 14+03
R/S 10.3
11.1 118.2 Sta 23+10
C/L 9.4
Corporate Office: Inmanapoks IN
Field Mixed
Density Compacted
d Thickness
lbs % Inches
cu.Ft. Comp Avg Max Min
119.8 101.6 6.50 6.75 6.25
Griffith. IN
Longmont, CO
Huntsville, AL
Lousrvllle, KY
Indianapolis. IN
Miami, FL
Jacksonville. FL
Montgomery, AL
Lexington KY
Nashville, TN
118.2 100.0 6.50 6.75 6.25
113.2 95.8 6.50 6.75 6.25
115.7 97 9 6.50 6.75 6.25
116.9 98.9 6.50 6.75 6.25
113.1 95.6 6.50 6.75 6.25
Raleigh, NC
Salisbury. MD
Savannah, GA
Toledo. OH
Washington. DC
West Palm Beach. FL
Affiliates:
Cnan!
Nov.: ..
ATEC, Associates, Inc.
vy1779 Canova Street, S.E.
Palm Bay, Florida 32909
(407) 724-1273
• REPORT
OF
SOIL CEMENT CONSTRUCTION CONTROL
Project: Sebastian Highlands Unit #17
Client: General Development Corp.
Processing Date: 4/19/88
Work Release No. 3871-04
Class A
Page 2 of 2
Date 4/19/88
Project#: 71-72-046
Client #: 66
Lab # SH880539
Empire Terr. N 9.0
of Douglass from
the N R/W of Douglass
Ave. 616 Lin.Ft. from
the E end 616'x21'=
1,437 Sq.Yds.
11.1 118.2 Sta 1+00
L/S 8.2
Sta 3+50
R/S 10.3
Sta 6+00
C/L 12.2
112.3 95.0 6.50 6.75 6.25
112.5 95.2 6.50 6.75 6.25
113.6 96.0 6.50 6.75 6.25
PROCESSED THIS DATE: PREVIOIUSLY PROCESSED: PROCESSED TO DATE:
6,246 SQ. YDS. 41,799 SQ. YDS. 48,045 SQ. YDS.
Technician: B.Hiles/R.Plemmons
Remarks: ABOVE TESTS MEET THE MINIMUM REQUIREMENT OF 95%/OF MAX. DENSITY
The cement used was determined
by canvas checks
•
Field Test Moisture
Field
Mixed
Cincinnati. OH
Cement
AASHO T134 At Time
Density
Compacted
Griffith. IN
used
Method C Compacted
Davion OH
Thickness
Description of
% by
OMC Max.Den. %
lbs %
Inches
Area Processed
Vol.
% lbs cu.Ft.
cu.Ft. Comp
Avg Max Min
Douglass Ave.
8.3
11.1 118.2 Sta 1+50
116.2 98.3
6.50 6.75 6.25
from 30 Lin.Ft.
W of Miller
R/S 11.1
to the E R/W of
Barber
for 218 Lin.Ft.
218'x21'=508
Sq.Yds.
Darden Ct. from
8.0
11.1 118.2 Sta 0+50
114.7 97.0
6.50 6.75 6.25
Empire Terrace
C/L 8.9
cul-de-sac
•to
122'x21'+ circle
8.0
11.1 118.2 Center of
116.6 98.6
6.50 6.75 6.25
+ 2 Rads = 993
Sq.Yds.
cul-de-sac R/S
Empire Terr. N 9.0
of Douglass from
the N R/W of Douglass
Ave. 616 Lin.Ft. from
the E end 616'x21'=
1,437 Sq.Yds.
11.1 118.2 Sta 1+00
L/S 8.2
Sta 3+50
R/S 10.3
Sta 6+00
C/L 12.2
112.3 95.0 6.50 6.75 6.25
112.5 95.2 6.50 6.75 6.25
113.6 96.0 6.50 6.75 6.25
PROCESSED THIS DATE: PREVIOIUSLY PROCESSED: PROCESSED TO DATE:
6,246 SQ. YDS. 41,799 SQ. YDS. 48,045 SQ. YDS.
Technician: B.Hiles/R.Plemmons
Remarks: ABOVE TESTS MEET THE MINIMUM REQUIREMENT OF 95%/OF MAX. DENSITY
The cement used was determined
by canvas checks
•
Corporate Office:
Offices:
Cincinnati. OH
Indianapolis IN
Anchoraqe. AK
Dallas. TX
Griffith. IN
Longmont, CO
Atlanta. GA
Davion OH
Huntsville. AL
Lousiville, KY
Baltimore N11
Demser. CO
Indianapolis. IN
Miami. FL
(;rtrcungharn AL
Ft Wayne, IN
Jacksonville. FL
Montgomery, AL
Chicano. IL
Gailherburq, MD
Lexington. KY
Nashville, TN
Respectfully; Submitted,
ATEC Associates, In,7 .
--John W. Harllee', P:E
Vice President
Raleigh, NC
Salisbury, MD Affiliates:
Savannah, GA Alexanc,"a
Toledo. OH Cnanl•II•,
Washington. DC Nev:pnn Ne•n,s
West Palm Beach, FL Nnrtr,i. VA
Cocsuitma Gentrcnrnc al Matcna!s Fnom:, an. Fnrn.r mr" `,
A. Associates, Inc.
VY1779 Canova Street, S.E.
Palm Bay, Florida 32909
(407) 724-1273
• REPORT Class A
OF Page 1 of 3
SOIL CEMENT CONSTRUCTION CONTROL
Project: Sebastian Highlands Unit #17 Date 4/07/88
Client: General Development Corp. Project#: 71-72-046
Processing Date: 4/07/88 Client #: 66
Work Release No. 3871-04 Lab # PM880402
Cement
used
Description of % by
Area Processed Vol.
Athens Ct. from 8.0
Empire Terr, to
Cul-de-sac 121
Lin.Ft, + cul- 8.0
de -sac 121'x21'
+2 Rads+cul-de-sac
= 990 Sq.Yds.
8.3
8.3
8.3
Tracy Dr. N of
Stratton Ave. 8.4
from Sta 0+50 for
285 Lin.Ft. 285'
x21'= 665 Sq.Yds. 8.4
0
Offices:
Ancrinrage. AK
Atlanta. GA
Baltimore K111
_1
Pirmingharn AL
Field Test Moisture Field Mixed
AASHO T134 At Time Density Compacted
Method C Compacted Thickness
OMC Max.Den. % lbs % Inches
% lbs cu.Ft. cu.Ft. Comp Avg Max Min
11.1 119.4 Sta 0+50 118.3 99.1 6.25 6.50 6.0
C/L 12.1
11.1 119.4 Center of 118.3 99.0 6.25 6.50 6.0
Cul-de-sac
L/S 9.1
11.1 119.4 Sta 11+00 113.5 95.0 6.25 6.50 6.0
C/L 8.8
11.1 119.4 Sta 8+50 112.2 94.0 6.25 6.50 6.0
R/S 8.3
11.1 119.4 Retest/7.3 117.3 98.0 6.25 6.50 6.0
11.1 119.4 Sta 6+00 111.0 92.9 6.25 6.50 6.0
L/S 8.1
11.1 119.4 Retest/9.0 114.9 96.2 6.25 6.50 6.0
11.1 119.4 Sta 3+50 118.0 98.8 6.25 6.50 6.0
C/L 11.6
11.1 119.4 Sta 1+00 114.5 95.9 6.25 6.50 6.0
R/S 10.0
11.1 119.4 Sta 2+00 111.1 93.0 6.25 6.50 6.0
C/L 10.1
11.1 119.4 Retest/10.1 113.5 95.0 6.25 6.50 6.0
8.3
Empire Terr. S
8.3
of Douglass from
Raleigh, NC
N R/W of Barber
Dallas TX
to S R/W of
8.3
Douglass 1,085 Lin.Ft.
Affiliates:
1,085'x21' =
8.3
2,532 Sq.Yds.
Savannah, GA
8.3
8.3
8.3
Tracy Dr. N of
Stratton Ave. 8.4
from Sta 0+50 for
285 Lin.Ft. 285'
x21'= 665 Sq.Yds. 8.4
0
Offices:
Ancrinrage. AK
Atlanta. GA
Baltimore K111
_1
Pirmingharn AL
Field Test Moisture Field Mixed
AASHO T134 At Time Density Compacted
Method C Compacted Thickness
OMC Max.Den. % lbs % Inches
% lbs cu.Ft. cu.Ft. Comp Avg Max Min
11.1 119.4 Sta 0+50 118.3 99.1 6.25 6.50 6.0
C/L 12.1
11.1 119.4 Center of 118.3 99.0 6.25 6.50 6.0
Cul-de-sac
L/S 9.1
11.1 119.4 Sta 11+00 113.5 95.0 6.25 6.50 6.0
C/L 8.8
11.1 119.4 Sta 8+50 112.2 94.0 6.25 6.50 6.0
R/S 8.3
11.1 119.4 Retest/7.3 117.3 98.0 6.25 6.50 6.0
11.1 119.4 Sta 6+00 111.0 92.9 6.25 6.50 6.0
L/S 8.1
11.1 119.4 Retest/9.0 114.9 96.2 6.25 6.50 6.0
11.1 119.4 Sta 3+50 118.0 98.8 6.25 6.50 6.0
C/L 11.6
11.1 119.4 Sta 1+00 114.5 95.9 6.25 6.50 6.0
R/S 10.0
11.1 119.4 Sta 2+00 111.1 93.0 6.25 6.50 6.0
C/L 10.1
11.1 119.4 Retest/10.1 113.5 95.0 6.25 6.50 6.0
Coesu!r�o rnarnrnc ai Malorw; F^a-er- ar',,i F
Corporate Office: Indianapolis IN
Cincinnati OH
Raleigh, NC
Dallas TX
Griffith. IN
Longmont, CO
Salisbury. MD
Affiliates:
Dayton OH
Huntsville. AL
Lousiville, KY
Savannah, GA
Denver. CO
Indianapolis, IN
Miami, FL
Toledo, OH
Cnan'!"' '
Ft Wavne. IN
Jacksonville, FL
Montgomery, AL
Washington, DC
New.nn,:N(As
Gaitherburq, MD
Lexington. KY
Nashville. TN
West Palm Beach, FL
\
Norin� A
Coesu!r�o rnarnrnc ai Malorw; F^a-er- ar',,i F
AVEC Associates, Inc.
VV/1771 Canova Street, S.E.
Palm Bay, Florida 32909
(407)724-1273
• REPORT Class A
OF Page 2 of 3
SOIL CEMENT CONSTRUCTION CONTROL
Project: Sebastian Highlands Unit #17 Date 4/07/88
Client: General Development Corp. Project#: 71-72-046
Processing Date: 4/07/88 Client #: 66
Work Release No. 3871-04 Lab # PM880402
Field Test Moisture Field Mixed
Cement AASHO T134 At Time Density Compacted
used Method C Compacted Thickness
Description of % by OMC Max.Den. % lbs % Inches
Area Processed Vol. % lbs cu.Ft. cu.Ft. Comp Avg Max Min
Douglass Ave. 8.0 11.1 119.4 20' W of 113.4 95.0 6.25 6.50 6.0
W of Miller 33 Miller
Lin.Ft. 33'x21' C/L 8.9
+ 2 Rad =135 Sq.Yds.
Miller Dr. N 8.0
StaTracy Dr. from
Sta 0+0 for 2,286
Lin.Ft. 8.0
2,286'x21'=
5,334 Sq.Yds.
8.0 11.1 119.4
11.1 119.4
11.1 119.4
8.0 11.1 119.4
Sta
0+50
116.0
97.2
6.25
6.50
6.0
R/S
9.4
Raleigh, NC
Ancrnrage AK
Dallas TX
Griffith, IN
Sta
3+00
113.8
95.3
6.25
6.50
6.0
L/S
8.5
Bailinlore Nt;_)
Denvei, CO
Indianapolis, IN
Miami. FL
Toledo. OH
Sta
5+50
115.2
96.4
6.25
6.50
6.0
C/L
10.1
Lexington. KY
Nashville. TN
West Palm Beach, FL
Nc rrr. ..•
Sta
8+00
116.2
97.3
6.25
6.50
6.0
R/S
8.2
8.0 11.1 119.4 Sta 10+50 108.5 90.9 6.25 6.50 6.0
L/S 9.2
8.0 11.1 119.4 Retest/9.2 113.5 95.4 6.25 6.50 6.0
8.0 11.1 119.4 Sta 13+00 116.4 97.5 6.25 6.50 6.0
C/L 12.5
•
IN
Offices:
Cincinnati. OH
Corporate Office: inoanapoi,s
Raleigh, NC
Ancrnrage AK
Dallas TX
Griffith, IN
Longmont. CO
Salisbury. MD
Affiliates:
Atlanta. GA
Dayton OH
Huntsville. AL
Lousiville, KY
Savannah, GA
A'exBn,t"" '
Bailinlore Nt;_)
Denvei, CO
Indianapolis, IN
Miami. FL
Toledo. OH
Cnan'''�'•
RI n inoharn AL
Fl Wayne. IN
Jacksonville. FL
Montgomery, AL
Washington, DC
Nc'w,"'" `�'' •`
r'.hn:ano I!
G,rnerburq. MD
Lexington. KY
Nashville. TN
West Palm Beach, FL
Nc rrr. ..•
ATEC Associates, Inc.
1773 Canova Street, S. E.
Palm Bay, Florida 32909
(407) 724-1273
• REPORT Class A
OF Page 3 of 3
SOIL CEMENT CONSTRUCTION CONTROL
Project: Sebastian Highlands Unit #17 Date 4/07/88
Client: General Development Corp. Project#: 71-72-046
Processing Date: 4/07/88 Client #: 66
Work Release No. 3871-04 Lab # SH880402
Description of
Area Processed
Miller Dr. N
of Tracy Dr.
from Sta 0+0
for 2,286
Lin.Ft. 2,286'
x 21'= 5,334
Sq.Yds.
i0
Cement
used
% by
Vol.
f
go
M-18
Field Test Moisture
Field
PREVIOIUSLY
Mixed
PROCESSED TO DATE:
AASHO
T134 At Time
Density
Compacted
41,799 SQ. YDS.
Technician:
B.Hiles/R.Plemmons
Method C Compacted
Thickness
ABOVE TESTS MEET
THE MINIMUM
OMC
Max.Den. %
lbs
%
was determined
Inches
%
lbs cu.Ft.
cu.Ft.
Comp
Avg
Max
Min
11.1
119.4 Sta 15+50
111.8
93.6
6.25
6.50
6.0
R/S 8.3
John W. Harllee, P.E.
11.1
119.4 Retest/9.0
114.1
95.5
6.25
6.50
6.0
11.1
119.4 Sta 18+00
114.7
96.0
6.25
6.50
6.0
Griffith. IN
L/S 7.4
Salisbury, MU Affiliates:
Atlanta. GA
Dayton OH
Huntsville. AL
Lousiville, KY
11.1
119.4 Sta 20+50
119.5
100.1
6.25
6.50
6.0
Ft Wayne, IN
C/L 9.7
Montgomery, AL
Washington, DC NC:a::
Chicano. R
Gaitherburg. MD
Lexington. KY
11.1
119.4 Sta 22+80
115.8
97.0
6.25
6.50
6.0
R/S 9.0
PROCESSED
THIS DATE:
PREVIOIUSLY
PROCESSED:
PROCESSED TO DATE:
9,656
SQ. YDS.
32,143
SQ. YDS.
41,799 SQ. YDS.
Technician:
B.Hiles/R.Plemmons
Remarks:
ABOVE TESTS MEET
THE MINIMUM
REQUIREMENT
OF 95% OF MAX. DENSITY
The cement used
was determined
�"Re635ectfully, Submitted,
by canvas checks
ATEC Assoc-1a�tes, Inc.
V,,
John W. Harllee, P.E.
Vice President
Offices:
Cincinnati OHecgtt
Corporate Office: Ino,anapolis IN
NC.
Anchorage, AK
Dallas TX
Griffith. IN
Longmont, CO
Salisbury, MU Affiliates:
Atlanta. GA
Dayton OH
Huntsville. AL
Lousiville, KY
Savannah. GA
Baltimore A1C+
Denver. CO
Indianapolis, IN
Miami, FL
Toledo. OH Criar,!
PI+rrnmoharn AL
Ft Wayne, IN
Jacksonville. FL
Montgomery, AL
Washington, DC NC:a::
Chicano. R
Gaitherburg. MD
Lexington. KY
Nashville, TN
West Palm Beach, FL Nn•+.-
ATEC Associates, Inc.
:a t;:l:
• REPORT
OF
SOIL CEMENT CONSTRUCTION CONTROL
CL.;SS "Alts
PAGE. 1 OF 3
n4TF - 5/4 -/RR
PROJECT: Sebastian Highlands Unit 17
CLIENT# 66 PROJECT- 71-72-046
IENT: General Development Corp.
WORK RELEASE= 3871-04
TEST METHOD: ASTM D-2922
LAB NO • SH880666
PROCESSING DATE:
4
COMPACTED
DENSITY
`Barber Street 8.6 1 11.7 1 11.6 .STA 28+00 115.3 I
CEMENT j FIELD TESTI
113.6
IXT�iG
112.2
1 USED I AASHO T134
MOISTURE
COMPACTED
DENSITY
DESCRIPTION OF
% BY METHOD C
AT TIME
THICKNESS
I AREA PROCESSED
VOL. DEN,-
OMC
COMPACTEDI
INCHES
b, COMP;
LBS - -
Affiliates:
LMAX.
% BS CU .FTI
% ,
CU FTIACTI ON 1 AVG J MAX . [MIN . {
99.4 9.0 , 9.75; 9.25.
;from Sta 29+00 1 ! !:C/12.2
;South for 2,330 1 '. ;STA 26+00 1116.51 100.4; "
;lin. ft. 2330x25= 'L/S /8.9 1
:2,472 s.y. i STA 24+00 1118.9; 100.3 to"
•
;
113.6
95.8 ! to
112.2
R/S
/10.4
"
115.2
100.0 it
I
STA
22+00
Longmont, CO
Salisbury, MD
Affiliates:
Atlanta, GA
Dayton, OH
C
/11.3
"
Alexandria. VA
Baltimore, MD
I
I
"
'STA
20+00
Chantilly, VA
Birmingham, AL
Ft. Wayne, IN
Jacksonville. FL
'
'L/S
/11.5
1STA
18+20
1
1
;R/S
/8.2
"
I
iSTA
16+00
1 C
/-9.4
"
11.3
115.2
ISTA
14+00
1
L/S
/8.8
"
STA
12+00
R/S
/9.1
"
STA
10+00
C
/12.5
PROCESSED THIS
DATE:
PREVIOUSLY PROCESSED:
PF
7,818
SQ -YDS.
68,568
S .YDS.
7h
TECHNICIAN: R.
Plemmons,
T. Bass,
D. Jewel
REMARKS:
The above tests
meet the min. req.
of 95% of
the max. densi
• Also the % cement used by
vol. was determined
by canvas
1115.8 ; 97.7
to
1118.1 j 99.6 to
i I
118.2
99.7 to
113.6
95.8 ! to
112.2
i
97.3 j to
I
112.9
I
98.0 i to
115.2
100.0 it
Anchorage, AK
.00ESSED TO DATE:
ty.
IIS
IIID
Corporate Office: Ind,anapolis. IN
Offices:
Cincinnati, OH
Raleigh, NC
Anchorage, AK
Dallas, TX
Griffith, IN
Longmont, CO
Salisbury, MD
Affiliates:
Atlanta, GA
Dayton, OH
Huntsville, AL
Lousiville, KY
Savannah, GA
Alexandria. VA
Baltimore, MD
Denver, CO
Indianapolis, IN
Miami, FL
Toledo, OH
Chantilly, VA
Birmingham, AL
Ft. Wayne, IN
Jacksonville. FL
Montgomery, AL
Washington. DC
Newport News. VA
ATEC Associates, Inc.
• REPORT
OF
SOIL CEMENT CONSTRUCTION CONTROL
CLASS "A"
PAGE 2 OF 3
TIATF • 5/[3/88
PROJECT: Sebastian Highlands Unit 17 CLIENT# 66 PROJECT# 71-72-046
CLIENT:General Develo ent Corp. WORK RELEASE# 3871-04
TEST METHOD: ATM D-2922 LAB NO • SH880666
PROCESSING DATES/4/88
;CEMENT
USED
DESCRIPTION OFI % BY
AREA PROCESSED VOL.
Barber St. from 1 8.6
ISta 29+00 S. for
2330 lin . f t . 2330x;
!25=2,472 sy j
•;Douglass Ave 44' E;. 8.6
,of Barber +41'W of
;Barber
85'x21+4Rads=315sy
;Stratton Ave. 44' "
;lin. ft. E. of
arber 44x21+2=161ky
Empire Terr 48 lin'. "
t. E. of Barber
54 lin. ft. W. of
arber 102' x21' +
rads = 355sy
14rcadia Dr. 53 lin "
ft. E. of Barber
3'x21'+2 Rads=182 y
FIELD TEST I j MIXINGFIELD I
i
AASHO T134 i MOISTURE DENSITY COMPACTED
METHOD C I AT TIME THICKNESS j
1 COMPACTEDI C0J INCHES
OMC DEN ILBS /CD' % �MAX.
BS CU. FT} % ICU FTJACTION IAVG. I MAX. IIIN.
-j
11.3 j 115.2 !STA 8+00 1115.51 100.2; 9.0 i 9.751 9.2
I I 'L/S 110.0
STA 6+00 ; 114.6 99.4
j R/S /9.1 i
11.7 116.0 20' W of 1111.71 96.2
Barber /11.4!
,C I j
i i
I i
EW
f1111[11
11.3
118.5 35'E.of 1114.811
,Barber /9.11
L/S j
it 125'E. of 1113.5
Barber /10.'
I1/s
115.2
30'E of
Barber /10.4
96.8
i t i
i
95.7
114.5 1 99.4 1" I" I"
PROCESSED THIS DATE: PREVIOUSLY PROCESSED: PROCESSED TO DATE:
7,818 SQ YDS 68,568 SQ YDS 76,380 SO.YDS.
TECHNICIAN: R. Plemmons, T. Bass, D. Jewel
REMARKS:
The above tests meet the min req. of 95% of the max density.
• Also the % of cement used by vol. was determined by canvas checks.
Corporate Office: Ind,anapolis.IN
Offices:
Cincinnati, OH
Raleigh, NC
Affiliates:
Anchorage, AK
Dallas, TX
Griffith, IN
Longmont, CO
Salisbury, MO
Atlanta. GA
Dayton. OH
Huntsville, AL
Lousiville, KY
Savannah, GA
Alexandria. VA
Baltimore, MD
Denver, CO
Indianapolis, IN
Miami, FL
Toledo, OH
Chanlioy. VA
Birmingham, AL
Ft. Wayne, IN
Jacksonville. FL
Montoomerv. AL
Washington nr
Newport News. VA
•ATEC Associates, Inc. CLASS "All
VV/1779 Cev'o.a street. s.�. PAGE 3 OF 3
Palm E3a:. = orida 32909
(305) 72;-' _-3
• REPORT
OF
SOIL CEMENT CONSTRUCTION CONTROL DATE :5/4/88
•
PROJECT: Sebastian Highlands CLIENT# 66 PROJECT#71-72-046
General Develo ent Corp. WORK RELEASE#3871-04
TEST METHOD: ASTM D-2922 LAB NO SH880666
PROCESSING DATE: 5/4/88
TECHNICIAN: R. Plemmons, T. Bass, D. Jewel
REMARKS: The Above tests meet the min. req. of 95% of
the max density.
•also the % ceament used by vol. was determined by
canvas checks.
CEMENT
FIELD TEST
Offices:
FIELD
MIXING
USED
AASHO T134
MOISTURE
DENSITY
COMPACTED
DESCRIPTION OF
% BY
METHOD C
AT TIME
Denver, CO
THICKNESS
OMC
MAX. DEN
LBS
/o COMP
AREA PROCESSED
VOL.
COMPACTED
INCHES
AVG.
MAX.
IN.I
%
BS CU.FT
%
CU FTACTION
Aldea Dr. 51 lin.
8.6
11.3
115.2
35' S. of
115.6
100.4
9.0
9.75
9.21
ft. S. of Barber
Barber /10.
51'x21'+2Rads=177
y
R/S
i
Brishane St. 42
8.6
30' S. of
116.0
100.6
i
lin. ft. S. of
Barber /9.7
Barber 42'x21'+2=
L/S
156 sy
i
I
I
PROCESSED THIS DATE: PREVIOUSLY PROCESSED: PROCESSED. TO DATE:
7,818 SQ.YDS. 68,1568 S .YDS. 76,390
TECHNICIAN: R. Plemmons, T. Bass, D. Jewel
REMARKS: The Above tests meet the min. req. of 95% of
the max density.
•also the % ceament used by vol. was determined by
canvas checks.
RESPEgM,1)r:LY S1JBMITIEQI,
ATEC--ASSOCIATES, INC.
JOHN W. HARTTEE R.E.
VICE PRF�ID�T_' ., _
.y
SaliissebXIW6C r i
Savannah, GA A
Toledo, OH
AL Washington, DC
Affiliates:
lexandria. VA
ranlitly, VA
Newpon News. VA
Corporate Office: Indianapolis. IN
Offices:
Cincinnati, OH
Anchorage, AK
Dallas, TX
Griffith, IN
Longmont,
Atlanta, GA
Dayton, OH
Huntsville, AL
Lousiville, H
Baltimore, MD
Denver, CO
Indianapolis, IN
Miami, FL
Birmingham, AL
Ft Wayne, IN
Jacksonville, FL
Montgomer
RESPEgM,1)r:LY S1JBMITIEQI,
ATEC--ASSOCIATES, INC.
JOHN W. HARTTEE R.E.
VICE PRF�ID�T_' ., _
.y
SaliissebXIW6C r i
Savannah, GA A
Toledo, OH
AL Washington, DC
Affiliates:
lexandria. VA
ranlitly, VA
Newpon News. VA
•
•
ATEC
Associates, Inc.
FIELD TEST
1779 Canova Street, S.E.
VV
Palrn 6a:. =`.onda 32909
Cincinnati, OH
(305) 72;-1-273
REPORT
OF
SOIL CEMENT CONSTRUCTION CONTROL
CLASS A
PAGE 1 OF 1
F)ATF • 4/22/88
PROJECT: Sebastian Highlands Unit #17 CLIENT#, 66 PROJECT# 71-72-046
EN : General Development Corp. WORK RELEASE# 3871-04
TEST METHOD: LAB NO- SH880572
PROCESSING DATE: 4/22/88
TECHNICIAN: B. Hiles /D.Jewell /R.Plemmnns RESPECTFULLY SUBMITTID
or�The above tests meet the minimum requirement ATEC ASSOCIATES, INC.
of maximum density. { ", -
The cement used by volume was determined by canvas check f
• JOHN W. HART T,EE., P.E.
VICE PRESIDENT
CEMENT
FIELD TEST
FIELD
MIXING
Cincinnati, OH
USED
AASHO T134
MOISTURE
DENSITY
COMPACTED
DESCRIPTION OF
% BY
METHOD C
AT TIME
Affiliates:
THICKNESS
OMC
MAX. DEN
LBS
/o COMP
AREA PROCESSED
VOL.
COMPACTED
INCHES
Miami, FL
Toledo, OH
Chantilly, VA
Birmingham, AL
Ft. Wayne, IN
Jacksonville, FL
BS CU.FT
%
CU FTACTIONIAVG.
Chicann 11
riaitherhurn A1r)
MAX.
IN.
Day Dr. from
8.8
11.7
118.9
Sta 36+00
113.3
95.3
6.50
7.00
6.00
36+00 to Sta
R/S 9.5
45+00 1223x21 =
2853 sq. yds.
8.8
11.7
118.9
Sta 38+50
119.9
100.8
6.50
7.00
6.00
L/S 12.0
8.8
11.7
118.9
Sta 41+00
118.2
99.4
6.50
7.00
5.00
C/L 12.4
8.8
11.7
118.9
Sta 43+50
118.6
99.7
6.50
7.00
5.00
R/S 10.4
Camilo St. E from
8.8
11.7
118.9
Sta 1+00
117.8
99.0
6.50
7.00
5.00
Day Dr. 146 Lin.
C/L 8.3
Et. 146x21+2 rads
= 399 sq. yds.
Birtle Ct. East
8.8
11.7
118.9
Sta 1+00
116.3
97.8
6.50
7.00
5.00
from Miller Dr.
L/S 8.7
for 183 Lin. Ft.
183x21+2 rads
= 485 sq. yds.
PROCESST 1S DATE: PREVIOUSLY PROCESSED: PROCESSED TO DATE:
77
3, SQ.YDS. 64,831 S ,yDS, 68,568
TECHNICIAN: B. Hiles /D.Jewell /R.Plemmnns RESPECTFULLY SUBMITTID
or�The above tests meet the minimum requirement ATEC ASSOCIATES, INC.
of maximum density. { ", -
The cement used by volume was determined by canvas check f
• JOHN W. HART T,EE., P.E.
VICE PRESIDENT
Corporate Office: Indianapolis. IN
Offices:
Cincinnati, OH
Raleigh, NC
Anchorage, AK
Dallas. TX
Griffith, IN
Longmont. CO
Salisbury, MD
Affiliates:
Atlanta, GA
Dayton, OH
Huntsville, AL
Lousiville, KY
Savannah, GA
Alexandria. VA
Baltimore, MD
Denver, CO
Indianapolis, IN
Miami, FL
Toledo, OH
Chantilly, VA
Birmingham, AL
Ft. Wayne, IN
Jacksonville, FL
Montgomery. AL
Washington, DC
Newport News. VA
Chicann 11
riaitherhurn A1r)
I orinntnn KV
ri....ti..:n.. T.
I-- ^-.- ^ -- - -
"-'-" ".
ATEC Associates, Inc.
• REPORT
OF
SOIL CEMENT CONSTRUCTION CONTROL
C i..='. S S "A"
PAGE 1 OF 2
n4TF • 5/6/88
PROJECT: Sebastian Highlands Unit #17 CLIENT717166
PROJECT` 71-72-046
CLIENT: General Development Corp.WORK
RELEASE# 3871-04
TEST METHOD: ASTM D-2922
LAB NO •SH880717
PROCESSING DATE:
5688
REMARKS: The above tests
I CEMENT
USED
DESCRIPTION OF� % BY
1AREA PROCESSED VOL.
'Barber St. from
!Shumann Dr. E. f
11,298 Lin. Ft.
;1,298x25'+2Rads=
:3664 s.y.
• r
r
"
"
amilo Ct. 128 L
t. N.of R/W@Bar
28x21=298s.y.
FIELD TEST i MIXING
FIELD
AASHO T134 I MOISTURE DENSITY COMPACED
METHOD C AT TIME THICKNESS j
COMPACTEDCOiviP' INCHES
` OMC DENJ LBS /a
J % �MAX.
BS CU.FT % CU F CTI 0NIAVG.IMAX. IMIN.I
110.9 i 117.7 1STA 52+00/ 1115.011 97.7 9.25; 9.7511 9.0!
I ! CL 10.4+ I
I 1
" 'STA 54+00/ i 95.2 "
WS 9.3
STA 56+00/ 1116.0 1 98.6 ! "
L/S 9.3
" I STA 58+00 / 1114.6 97.4 "
1
9.1
!STA 60+00 / 1115.5 98.1
1R/S 8.0 j
" 1 62+001 112 9 cl
/
TSTA
�L/S 8.9 i
I I
" STA 63+50/ 118.1 100.3
1CL 8.3
11.3 116.0 !100'N. of 112.7 97.1 1 6.5 6.75 6.23
Barber CL/9. ,
PROCESSED TNSS DATE:
4,997 SQ YDS
PREVIOUSLY PROCESSED:
85,148 SQ IDS
PROCESSED TO DATE:
90,145 SO YDS.
TECHNICIAN: R. Plemmons,
T. Bass, D. Jewel
REMARKS: The above tests
meet the min req. of 95% of the max. density.
A1sD the % cement used by
vol. was determined by
canvas checks.
• 0+0 Camilo starts @ Day
0+0 Barber starts south end of Barber & Schumann
R.
Corporate Office: Indianapolis.
IN
Offices: Cincinnati, OH
Anchorage, AK Dallas, TX Griffith, IN
Raleigh, NC
Longmont, CO Salisbury, MD Affiliates:
Atlanta, GA Dayton, OH
Huntsville, AL
Lousiville, KY Savannah, GA Alexandria. VA
Toledo, OH Chanlipy, VA
Baltimore, MO Denver, CO
Birmingham, AL Ft, Wayne, IN
Indianapolis, IN
Jacksonville, FL
Miami, FL
Montaomerv. AL Washinoton nr, Newport News. VA
ATEC Associates, Inc,
VV/1779 Caro -,a Street. S.E.
Palrn 6a:. ='onda 32909
(3051 72= ' 273
• REPORT
OF
SOIL CEMENT CONSTRUCTION CONTROL
•
CLASS "A"
PAGE 2 OF 2
nATF.. 5/6/88
PROJECT: Sebastian Highlands Unit 17 CLIENT# 66 PROJECT# 71-72-046
CLIENT:evelo ent Corp. WORK RELEASE#3871-04
TEST METHOD: LAB NO. SH880717
PROCESSING DATE: 5/6/88
TECHNICIAN: R. Plemmons, T. Bass, D. Jewel
CEMENT
FIELD TEST
REMARKS: The
FIELD
MIXING
of 95% of theATEC-ASSOCIATES,.INC.
USED
AASHO T134
MOISTURE
DENSITY
COMPACTED
DESCRIPTION OF
% BY
METHOD C
AT TIME
THICKNESS
AREA PROCESSED
VOL.
OMC
MAX. DEN
COMPACTED
LBS
/a COMP
INCHES
Corporate Office:
Indianapolis. IN
Raleigh. NC
Anchorage, AK
Dallas, TX
Griffith, IN
BS CU.FT
% ICU
FTACTION
Dayton. OH
AVG.
MAX.
MIN.1
Day Dr. from
8.5
11.3
116.0
STA 45+25
116.'5
1
Jacksonville. FL
Montgomery. AL Washington, DC
. 29
Schumann Dr. E. f
r
Lexington, KY
Nashville TN West Palm R—h P
CL 10.1
158 Lin. ft.
158x21+2=427s.y.
Day Dr. from Sta
itifif
Sta 35+75/
111.2
95.8
36+00, N. for 52
R/S 6.8
lin. ft.
52'x21'=121 s.y.
Alexis Ave from
it11.5
115.6
Sta 1+25/8.4
115.0
99.5
"
N. Plat Limit S.
CL
for 157 lin. ft.
157x21=366s.y.
j
Camilo Ct. from
10.9
117.7
20'N.of
115.7
98.3
9.0
9.75
9.21
Barber N. 37'
Barber/11.0
27x21+2rads=121s.
.
PROCESSED THIS DATE: PREVIOUSLY PROCESSED: PROCESSED 30 DATE: :•,
4,997 SQ.YDS. 85,148 S .YDS. 90.14x5''
TECHNICIAN: R. Plemmons, T. Bass, D. Jewel
RESPECTFULLY SUBMITTED,
REMARKS: The
above tests meet
the min. req.
of 95% of theATEC-ASSOCIATES,.INC.
max. density.
Also the % cement used by vol.
was
•determined by
canvas checks.
-JOHN W-'` AkLkE, P.E.
0+0 Day Dr. starts@ Barber St.
0+0 Alexis starts @ Day
CE. PRESIDENT
VI_
0+0 Camilo starts @ Day Dr.
Dr.
Offices:
Cincinnati, OH
Corporate Office:
Indianapolis. IN
Raleigh. NC
Anchorage, AK
Dallas, TX
Griffith, IN
Longmont. CO Salistriq .'tq C ` `
Affiliates:
Atlanta, GA
Dayton. OH
Huntsville, AL
Lousiville, KY Savannah, GA
Alexandria, VA
Baltimore, MD
Denver, CO
Indianapolis, IN
Miami, FL Toledo, OH
Chantilly. VA
Birmingham, AL
Ft Wayne, IN
Jacksonville. FL
Montgomery. AL Washington, DC
Newport News. VA
Chicago. IL
Gaitherburg, MD
Lexington, KY
Nashville TN West Palm R—h P
Nnrinik VA
•
•
ATEC Associates, Inc.
REPORT
OF
SOIL CEMENT CONSTRUCTION CONTROL
CLASS "A"
PAGE 1 Or 3
i)ATF. • 5/9/RR
PROJECT: Sebastian Highlands Unit 17
CLIENT# 66 PROJECT# 71-72-046
IENT: General Development Corp.
WORK RELEASE#3871-04
TEST METHOD: ASTM D-2922
LAB NO • SH880688
PROCESSING DATE: 5/5/88
1 116.6 STA 0+50/8.6
!CEMENT
DESCRIPTION OF
AREA PROCESSED
USED
% BY
VOL.
FIELD TEST
AASHO T134 MOISTURE
METHOD C ; AT TIME
OMC MAX. DENT COMPACTED
% LBSZCU.FT.1`/o
MIXINGj FIELD i
COMPACTED
DENSITY THICKNESS
LBS /o COMP I-- INCHES
CU F CTI ON 1 AVG . I MAX . 111 r ,
barber St. from8.4
Dayton, OH
112.0
1 116.6 STA 0+50/8.6
111.8 i
95.9
;9.25; 9.75
+9.0
Shomann Dr. E. 579;!
C
din. ft. then from'!
"
�t►
STA 2+00
111.2
95.3
j ��
Sta 29+00 North, 1
R/S /8.5
West & South for I
�1651in ft
STA 4+00/8.2
114.5 198.2
"
579+2165=2744 lin..
i L/S
Et. total. 2744'xi
9.5
;11.8
118.3 STA 30+00
117.7
99.5
5 +2Rads=7,622 syl
L/s
j
STA32+00/10.9115.1
197.3
i
l
R/S
I
,►
1
�r
�t
tt STA 34+00
112.4
95.0
I
GL /8.4
I
I
��
,►
I ,►
„ �TA 36+00
115.8
97.8
t/S /11.5
STA 38+00
113.6
96.0
I " i
t/S /11.3
"
TA 40+00
115.1
97.3
/12.
"
TA 42+00/8.0113.6
96.0
"
/S
PROCESSED THIS DATE: PREVIOUSLY PROCESSED: PROCESSED TO DATE:
8,762 SQ.YDS.
76,386
SQ. -ITS. 85,148
TECHNICIANS: R. Plemmons, T. Bass, D. Jewel
REMARKS: The above tests !meet the min. req. of 95% of the max. density. Also the
% used by vol. was determined by canvas cheacks.
•
Offices:
Cincinnati, OH
Anchorage, AK
Dallas, TX
Atlanta, GA
Dayton, OH
Baltimore, MD
Denver, CO
Birmingham, AL
Ft. Wayne. IN
Corporate Office: Indianapolis. IN
Griffith, IN Longmont, CO
Huntsville, AL Lousiville, KY
Indianapolis, IN Miami, Fl-
Jacksonville.
LJacksonville, FL Montoomerv. AL
Raleigh, NC
Salisbury, MD
Savannah, GA
Toledo, OH
Washington nr
Affiliates:
Alexandria. VA
Cnanl,Cy, VA
NCHivn NewsVt
ATEC Associates, Inc.
• REPORT
OF
SOIL CEME2:T CONSTRUCTION CONTROL
CLASS "A..
PAGE 2 OF 3
>1 n TF • 5/5/88
PROJECT: Sebastian Hi hlands Unit 17
CLIENT# 66 PROJECTS 71-72-046
IENT: General Development Corp.
WORK RELEASE# 3871-04
TEST METHOD: ASTM D-2922
LAB NO •SH880688
PROCESSING DATE: 5/5/88
+ AASHO T134
Barber St. from 9.5 1 11.8 i 118.3 STA44+00 116.31 98.3 i 9.21 9.751 9.0'
IShumann Dr. E. 579; I 1R/S /10. ; I
!lin. ft. then from
tt
Sta 29+00 N,W&S fox ;STA 46+00 / 114.11 96.4 ;
2165 lin.ft. 1 Cl i
:.(see pg.#1) I 8.4 11.2 119.1 STA 48+00 / 1 115.31 96.8
L/S
i
:STA 50+00 / 113.51 95.3
R/S I
1 ;
Barber starts 'south endBarber
Midway starts Barber �ta.
Miller starts Tracy D�.
Day Dr. starts!@ BarberlSt.
Paddock startsL@ BarberlSt.
Justin starts P Day Dr.1
Douglas startsl@ Miller Dr.
Dr. Right
PROCESSED THIS DATE: PREVIOUSLY PROCESSED:
8,762 SQ -YDS- 76,386 SQ -YDS.
ECHNICIAN: R. Plemmers, T. Bass, D. Jewel
REMARKS: The above tests meet the min. req. of 95% of
the max. density; also the % cement used by vol. was
• determined by canvas ch e cls.
Offices:
CEMENT
i FIELD TEST 1
Dallas, TX
FIELD MIXING
Dayton, OH
USED
+ AASHO T134
MOISTURE
i COMPACTED i
DENSITY
DESCRIPTION OF
% BY
{ METHOD C
j AT TIME
THICKNESS j
AREA PROCESSED
VOL.
COMPACTED
ICU
LBS Ib/o COMP' INCHES j
OMC IMAX. DEN
I %LBS CU . FT
'/o
FTiACTI ON I AVG . I MAX . �IN .
Barber St. from 9.5 1 11.8 i 118.3 STA44+00 116.31 98.3 i 9.21 9.751 9.0'
IShumann Dr. E. 579; I 1R/S /10. ; I
!lin. ft. then from
tt
Sta 29+00 N,W&S fox ;STA 46+00 / 114.11 96.4 ;
2165 lin.ft. 1 Cl i
:.(see pg.#1) I 8.4 11.2 119.1 STA 48+00 / 1 115.31 96.8
L/S
i
:STA 50+00 / 113.51 95.3
R/S I
1 ;
Barber starts 'south endBarber
Midway starts Barber �ta.
Miller starts Tracy D�.
Day Dr. starts!@ BarberlSt.
Paddock startsL@ BarberlSt.
Justin starts P Day Dr.1
Douglas startsl@ Miller Dr.
Dr. Right
PROCESSED THIS DATE: PREVIOUSLY PROCESSED:
8,762 SQ -YDS- 76,386 SQ -YDS.
ECHNICIAN: R. Plemmers, T. Bass, D. Jewel
REMARKS: The above tests meet the min. req. of 95% of
the max. density; also the % cement used by vol. was
• determined by canvas ch e cls.
Offices:
Cincinnati, OH
Anchorage, AK
Dallas, TX
Atlanta, GA
Dayton, OH
Baltimore, MD
Denver, CO
Birmingham, AL
Ft. Wayne, IN
Corporate Office: +nd,anapolis. IN
PROCESSED TO DATE:
Griffith, IN
Longmont. CO
Huntsville, AL
Lousiville, KY
Indianapolis, IN
Miami, Fl-
LJacksonville.
Jacksonville.FL
Montonmery AL
Raleigh, NC
Salisbury, MO
Savannah, GA
Toledo, OH
Washinolnn nr,
Affiliates:
Alexandria. VA
Chantilly. VA
Newwrt News VA
ATEC Associates, Inc.
vv 1779 Car, _a Street. S.c.
® Palm 6a:. ='onda 32909
(3051 72 2-3
• REPORT
OF
SOIL CEMENT CONSTRUCTION CONTROL
•
CLASS "A"
PAGE 3 OF 3
TIATF • S/S/RR
PROJECT: Sebastian Highlands Unit 17 CLIENT# 66 PROJECT#71-72-046
General DevelopMent Corp. WORK RELEASE#3871-04
TEST METHOD: ASTM D-2922 LAB NOSH880688
PROCESSING DATE: 5/4/88
TECHNICIAN: R. Plemmons, T. Bass, D. Jewel
REMARKS: The above tests meet the min. req. of 95%
of the max. density. Also the % cement used by vol.
• was determined by canvas checks.
RESPECTFULLY SUBMITTED,
ATEC, ASSOCIATE S, INC.
JOHN W. HARLLEE, P E.
VICE'PRESIDENT
CEMENT
FIELD TEST
FIELD
MIXING
Cincinnati, OH
USED
AASHO T134
MOISTURE
DENSITY
COMPACTED
DESCRIPTION OF
% BY
METHOD C
AT TIME
Affiliates:
THICKNESS
OMC
MAX. DEN
LBS
/o COMP
AREA PROCESSED
VOL.
COMPACTED
INCHES
AVG.
MAX. IMIN.
Chantilly. VA
Birmingham, AL
FL Wayne, IN
%
BS CU.FT
%
CU FTACTION
Chicago. IL
Midway Ct.34' S.of
8.4%
12.0
116.6
35'S.of Bar
113.1
97.0
9.2f
9. 75
9.01
Barber 34'x21+2=1
8sy
ber / 10.5 C
Miller Dr.47' N. cf
9.5%
11.0
118.3
35'N.of Bar
112.4
95.0
Barber 47'x21'+2=
68sy
mr /8.9 R/S
Day Dr. 55'N. of
It
11.8
118.3
35'N.of Bar
115.2
97.4
"
Barber 55'x21'+2R
ds
r /8.6 R/S
= 187 s.y.
Paddock St. 48'N.
itit30'N.of
Bar
118.9
100.5
j
of Barber 48'x21'
ber /10.4 CL
+2Rads=170s.y.
Justin Dr. 80'N.o
25'N.of Bar
117.2
99.1
Barber 80'x21'+2R
ds
ber / 9.7 CL
=245 s.y.
Douglas Ave. 50'E
8.4
12.1
119.1
30'N.of Bar
114.1
95.8
of Barber
ber CL /10.
j
50'x21'+2Rads=175
y
PROCESSED THIS DATE: PREVIOUSLY PROCESSED: PROCESSED,TO DATE':,,,
8,762 SQ,YDS, 767386 S ,YDS, 85; 4 '
TECHNICIAN: R. Plemmons, T. Bass, D. Jewel
REMARKS: The above tests meet the min. req. of 95%
of the max. density. Also the % cement used by vol.
• was determined by canvas checks.
RESPECTFULLY SUBMITTED,
ATEC, ASSOCIATE S, INC.
JOHN W. HARLLEE, P E.
VICE'PRESIDENT
Corporate Office: Indianapolis. IN
Offices:
Cincinnati, OH
•;=,Aaleigh, NC
Anchorage, AK
Dallas, TX
Griffith, IN
Longmont• CO�t4
Affiliates:
Atlanta, GA
Dayton, OH
Huntsville, AL
Lousiville, KY
Savannah, GA
Alexandria. VA
Baltimore, MO
Denver, CO
Indianapolis, IN
Miami, FL
Toledo. OH
Chantilly. VA
Birmingham, AL
FL Wayne, IN
Jacksonville, FL
Montgomery. AL
Washington, DC
Newport News. VA
Chicago. IL
Gaitherburg• MD
Lexington, KY
Nashville. TN
West Palm Rparh P
Nrxtnik VA
"ABTEC Associates, Inc.
VY1779 Canova Street, S.E.
Palm Bay, Florida 32909
(407) 724-1273
•
REPORT Class A
Of Page 1 of 2
SOIL CEMENT CONSTRUCTION CONTROL
Project: Sebastian Highlands Date 3/22/88
Client: General Development Corp. Project4: 71-72-046
Processing Date: 2/22/88 Client #: 66
Work Release No. 3871-04 Lab 9 SH880311
Cement
•
Duncan St.from
Sta O+OO,West
799 Lin.Ft.
+4 Rad.=1,981
sq.yds.
M
Field Test
used
Description of
% by
Area Processed
Vol.
Bristol Dr from
At Time
Sta 0+50 South to
Compacted
Alhambra for 50
8.5
Lin. Ft.(50r.22
Compacted
div, by 9=122 sq.yds..
Thickness
Alhambra Ave.,
8.5
•from Bristol Dr.
%
973 Lin. Ft.
8.5
West(973x22
%
div, by 9=2378 sq.yds.
Indianapolis, IN
8.5
•
Duncan St.from
Sta O+OO,West
799 Lin.Ft.
+4 Rad.=1,981
sq.yds.
M
Field Test
Moisture
Field
Mixed
AASHO
T134
At Time
Density
Compacted
Anchorage, AK
Method C
Compacted
Longmont, CO
Thickness
Affiliates:
OMC
Max.Den.
%
lbs %
Inches
Alexandra VA
%
lbs cu.Ft,
Indianapolis, IN
cu.Ft. Comp
Avg Max
Min
Birmingham, AL
No test taken as per M.Bullock/J.Pope
Jacksonville, FL
Montgomery, AL
12.2
120.6
C/L 9.8
Gaitherburg, MD
Lexington, KY
Nashville, TN
West Palm Beach, FL
Norfolk. VA
Sta 9+00
114.7 95.1
7.5 8.5
6.5
L/S 11.1
12.2
120.6
Sta 6+50
110.5 91.6
7.5 8.5
6.5
12.2
120.6
Retest
11.0
115.3 95.6
7.5 8.5
6.5
R/S 10.6
12.2
120.6
Sta 4+00
115.9 96.1
7.5 8.5
6.5
C/L 8.6
12.2
120.6
Sta 1+50
115.5 95.8
7.5 8.5
6.5
8.6 12.2 120.6 C/L 9.9 110.0 91.2 6.5 7.0 6.0
Sta 1+00
Corporate Office: Indianapolis. iN
Offices:
Cincinnati, OH
Raleigh, INC
Anchorage, AK
Dallas, TX
Griffith, IN
Longmont, CO
Salisbury, MD
Affiliates:
Atlanta, GA
Dayton, OH
Huntsville, AL
Lousiville, KY
Savannah, GA
Alexandra VA
Baltimore, MD
Denver, CO
Indianapolis, IN
Miami, FL
Toledo, OH
Chantilly VA
Birmingham, AL
Ft. Wayne, IN
Jacksonville, FL
Montgomery, AL
Washington, DC
Newport News VA
Chicago, IL
Gaitherburg, MD
Lexington, KY
Nashville, TN
West Palm Beach, FL
Norfolk. VA
U
•
-ATEC Associates, Inc.
VV1779 Canova Street, S.E.
Palm Bay, Florida 32909
(407) 724-1273
REPORT Class A
Of Page 2 of 2
SOIL CEMENT CONSTRUCTION CONTROL
Project: Sebastian Highlands Date 3/22/88
Client: General Development Corp. Project#: 71-72-046
Processing Date: 2/22/88 Client #: 66
Work Release No. 3871-04 Lab # SH880311
Cement
used
Description of % by
Area Processed Vol.
Duncan St.,from
Sta 0+00 West
799 Lin.Ft. +4 8.6
Rad.=1,981 sq.yds.
Field Test Moisture Field Mixed
AASHO T134 At Time Density Compacted
Method C Compacted Thickness
OMC Max.Den. % lbs % Inches
% lbs cu.Ft. cu.Ft. Comp Avg Max Min
No test taken per M°Bullock/J.Pope
12.2 120.6 Retest 9.7 115.6 95.8 6°5 7.0 6.0
8.6 12.2 120.6
8.6 12.2 120.6
R/S 10°6
Sta 3+50 115.3 95.6 6.5 7°0 6.0
L/S 12.1
Sta 6+00 115°1 95°4 6.5 7.0 6.0
Duban St.,from
C/L
11.3
Sta O+O,West
7.5 11.6 118.5
Sta
1+00
801 Lin. Ft.
Raleigh, NC
Anchorage, AK
801x21+4 Rad.
Griffith, IN
L/S
10.1
=1,985 sq.yds.
7.5 11.6 118.5
Sta
3+50
Aldea Dr.from
Savannal` ,_GA
R/S
7.5
Alhambra Ave.N
7.6 11.6 118.5
Sta
6+00
138 Lin. Ft.
Birmingham. AL
Ft. Wayne, IN
Jacksonville. FL
138x21+2 Rad=380sq.yds.
C/L
12.2
Chicago. IL
9.0 i1.6 118.5
Sta19+50
Nashville, TN
PROCESSED THIS
DATE: PREVIOUSLY PROCESSED:
6846 SQ.
YDS. None
SQ.
YDS.
Technician: R.Plemmons/B.Hiles
Remarks: ABOVE
TESTS MEET THE MINIMUM
REQUIREMENT OF
95% OF MAXIMUM DENSITY
113.9 96.1 6.5 7.0 6.0
115°7 97.6 6.5 7.0 6.0
113.3 95.6 6.5 7.0 6.0
117.8 99.4 6.5 7°0 6°0
PROCESSED TO DATE:
6846 SQ. YDS.
Respectfully"Submitted,
ATEC Ae ocia es, Inc'.
�ohn W.' ar:,lees:P°E.: -
Vice President
Corporate Office: Indianapolis. IN
Offices:
Cincinnati, OH
Raleigh, NC
Anchorage, AK
Dallas, TX
Griffith, IN
Longmont, CO
Salisbbty, MD
Affiliates:
Atlanta, GA
Dayton, OH
Huntsville, AL
Lousiville, KY
Savannal` ,_GA
aiexaridr a. VA
Baltimore, MD
Denver, CO
Indianapolis, IN
Miami, FL
Toledo, OH
Chantilly. VA
Birmingham. AL
Ft. Wayne, IN
Jacksonville. FL
Montgomery, AL
Washington, DC
Newport News VA
Chicago. IL
Gaitherburg, MD
Lexington, KY
Nashville, TN
West Palm Beach, FL
Nodolk VA
.ATEC Associates, Inc.
VY/1779 Canova Street, S.E.
Palm Bay, Florida 32909
(407) 724-1273
•
�0
LJ
REPORT
Of
SOIL CEMENT CONSTRUCTION CONTROL
Project: Sebastian Highlands
Client: General Development Corp.
Processing Date: 2/23/88
Word: Release No. 3871-04
Cement
used
Description of % by
Area Processed Vol.
Aldea Dr. from 7.5
133' North of
Alhambra Ave. North
1,870 Lin. Ft. 7.5
1,870x21=4,363 sq.yds.
7.5
Field Test
AASHO T134
Method C
OMC Max.Den.
% lbs cu.Ft.
11.7 118.7
11.7 118.7
11.7 118.7
7.5 11.7 118.7
7.5 11.7 118.7
7.5 11.7 118.7
Class A
Page 1 of 2
Date 3/23/88
Project#: 71-72-046
Client #: 66
Lab # : SH880320
Moisture Field Mixed
At Time Density Compacted
Compacted Thickness
% lbs % Inches
cu.Ft. Comp Avg Max Min
L/S 12.3 113.1 95.2 6.5 7.0 6.0
Sta17+00
R/S 13.0 111.5 93.9 6.5 7.0 6.0
Sta14+50
Retest 113.1 95.3 6.5 7.0 6.0
13.1
C/L 10.3 112.8 96.4 6.5 7.0 6.0
Sta12+00
L/S 11.2 114.4 95.2 6.5 7.0 6.0
Sta 9+50
R/S 9.9 113.0 96.6 6.5 7.0 6,0
Sta 7+00
PROCESSED THIS DATE: PREVIOUSLY PROCESSED: PROCESSED TO DATE:
7466 SQ. YDS. 6846 SQ. YDS. 14,312 SQ. YDS.
Technician: R.Plemmons/B.Hiles
Remarks: ABOVE TESTS MEET. THE MINIMUM REQUIREMENT OF 95% OF MAX. DENSITY
Corpordte Office: Indianapolis. IN
Offices:
Cincinnati, OH
Raleigh, NC
Anchorage, AK
Dallas, TX
Griffith, IN
Longmont, CO
Salisbury, MD
Affiliates:
Atlanta, GA
Dayton, OH
Huntsville, AL
Lousiville, KY
Savannah, GA
Alexandra VA
Baltimore, MD
Denver, CO
Indianapolis, IN
Miami, FL
Toledo, OH
Chantilly. VA
Birmingham, AL
Ft. Wayne, IN
Jacksonville, FL
Montgomery, AL
Washington, DC
Newport News VA
Chicago, IL
Gaitherburg, MD
Lexington, KY
Nashville, TN
West Palm Beach, FL
Norfolk. VA
AT, Associates, Inc.
VY1779 Canova Street, S.E.
Palm Bay, Florida 32909
(407) 724-1273
REPORT
Class
A
Of
Page 2 of 2
SOIL CEMENT
CONSTRUCTION
CONTROL
Project: Sebastian
Highlands
Date
3/23/88
Client: General
Development
Corp.
Project#:
71-72-046
Processing Date:
2/23/88
Client #:
66
Work Release No.
3871-04
Lab #
SH880320
Field Test
Moisture
Field
Milted
Cement
AASHO T134
At Time
Density Compacted
used
Method C
Compacted
Thickness
Description of
% by
OMC Max.Den. %
lbs %
Inches
Area Processed
Vol.
% lbs cu.Ft,
cu.Ft. Comp Avg
Max Min
Aldea Dr. from
7.5
11.7 118.7
C/L 11.3
114.6 96.6 6.5
7.0 6.0
133' North of
Sta 4+50
Alhambra Ave.
North
1,870 Lin. Ft.
7.5
11.7 118.7
L/S 10.6
114.4 96.3 6.5
7.0 6.0
1,870x21=4,363
sq.yds.
Sta 2+00
8.5
11.7 121.4
C/L 11.4
115.8 95.4 6.5
7.0 6.0
•
Sta 1+50
Bristol Dr.
8.5
11.7 121.4
R/S 10.9
116.9 96.3 6.5
7.0 6.0
from Sta 0+50
North
Sta 4+00
1,330 Lin. Ft.
1,330x21=3103
8.5
11.7 121.4
L/S 9.0
116.1 95.6 6.5
7.0 6.0
sq.yds.
Sta 6+50
8.5
11.7 121.4
C/L 13.2
115.5 95.1 6.5
7.0 6,.0
Sta 9+00
8.5
11.7 121.4
L/S 11.1
116.5 96.0 6.5
7.0 6.0
Sta11+50
PROCESSED THIS
DATE:
PREVIOUSLY
PROCESSED:
PROCESSED TO
DATE:
7466 SQ,
YDS.
6846
SQ. YDS.
14,312 SQ.
YDS.,__,_
Technician: R.Plemmons/B.Hiles
Remarks: ABOVE
TESTS MEET THE MINIMUM REQUIREMENT
OF 95%'OF°MAX, DENSITY,
Respectf ul,-ly- Subm.itt,od,
ATEC A. 0) fates,
Inc.:
John W:;'1Jar,1lee,,
P. E•'.
•
Vice Pres�e°nt°,
`
Offices:
Cincinnati OH
Corporate Office: Indianapolis. IN
Raleigh ^NC
9 v_
Anchorage, AK
Atlanta, A
G
Dallas, TX
Dayton, OH
Griffith, IN
Huntsville, AL
Longmont, CO
Lousivitle, KY
Salisbury;'i,A�?
$avan' ah GA
p
/llfallet�s:
AlexanOria,='VA
Baltimore, MD
Denver, CO
Indianapolis, IN
Miami, FL
o o, OHChantilly
Toledo,
VA
Birmingham, AL
Ft. Wayne, IN
Jacksonville, FL
Montgomery, AL
Washington, DC
Newport News VA
Chicago, IL
Gaitherburg, MD
Lexington, KY
Nashville, TN
West Palm Beach, FL
Norfolk. VA