HomeMy WebLinkAboutSoil ProctorsATEC Associates, Inc. CLASS A
VV1779 Canova Street, S.B.
palm Bay. Fiorica 32909 R, E PO R I
(305) 724-1273 of
Moisiure-Density Relationship
DATE: 4/13/88
Project: Sebastian Highlands Unit #17 CLIENT# 66 Project No: 71-72-046
General Development %URV RELEASE # 3871-04
Client � pme Corp.rp.
material Descriplion: Brown sand with traces of marl and shell
5, -mol e Local i on : Barber Street Sta 42+00 L/S
0+0 starts South End Barber and Schumann
2
1c
J
r 105
DEPn'.:stabilized subgrade
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MOISTURE CONTENT -
•
Longmont CO
TECHNICIAN: J.McKerm
Offices._
Cincinnati, OH
.;
Anchorage. AK
TX
Dayton,
Atlanta,.GA'
Dayton.OH
Baltimore. MD •
De CO
Birmingham. AL
ne, IN
FL Way ^
0
5 10 15 20
MOISTURE CONTENT -
•
Corporate office: Indianapolis. IN'
Griffith, IN •
Longmont CO
TECHNICIAN: J.McKerm
Offices._
Cincinnati, OH
.;
Anchorage. AK
TX
Dayton,
Atlanta,.GA'
Dayton.OH
Baltimore. MD •
De CO
Birmingham. AL
ne, IN
FL Way ^
Corporate office: Indianapolis. IN'
Griffith, IN •
Longmont CO
Huntsville, AL
Lousivilie, KY
Indianapolis, IN
Miami, FL
Jacksonville, FL
Montgomery, AL
. _...__._.. Vv
Naehviilo TN
Test kletho"
I
AASHTO T-180
i
Densiiy:
116.1 c;
j Conten;:
8.6
Specific Grovity-
F--2.80
<-2.70
c-2.60
25 .
Respectfully Submitted,
ATC As i t Inc.
JJohn W. Isar ;�,
. E.
Vice President
Raleigh. NC --. _
Salisbury; MD Affiliates. - .
Savannah. GA Alexandria. VA
Toledo. OH chantilly. VA
Washington, DC Newpon News. VA
West Palm Beach. FL Norlolk- VA
ATEC Associates, Inc, CLASS A
1779 Canova Street. S.E.
ivy
Palm Bay. Florida 32909
(305) 724-1273 RtUG JT
• G
Moisture -Density Re101 ionship
DATE: 4/13/88
j Sebastian Highlands Unit ##17 CLI ENT# 66 71-72-046
project: g Project No:
IChent: General Development Corp. WORK RELEASE# 3871-04
Moterial Descri,z)tion: Gray sand with marl and shell
mple ocai; Barber Street Sta 30+00 DEPTH: stabilized subgrade
0+0 starts South End Barber and Schumann LABS SY.88Cu+87
r
14C
13_
12C
115
0
• TECHNICIAN:
D.Jewell
Offices:
Anchorage, AK
Atlanta, GA
Baltimore, MD
Birmingham, AL
5 10 15 20
MOISTURE CONTENT-
Corporate
ONTENT-
Corporate Office: Indianapolis. IN
Cincinnati• OH
I
Dallas, TX
I I •.I r, 1 I !
Longmont. CO
Dayton. OH
Huntsville. AL
Lousiville. KY
Denver, CO
�. i �' 1 !
Miami. FL.
Ft. Wayne. IN
Jacksonville, FL
Montgomery. AL
M
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• TECHNICIAN:
D.Jewell
Offices:
Anchorage, AK
Atlanta, GA
Baltimore, MD
Birmingham, AL
5 10 15 20
MOISTURE CONTENT-
Corporate
ONTENT-
le -s. Vieth:.
AASHTO T-180
De^::'v:
125.0
man; int:
9.5 _
Specific Gra -f-.v:
2.8 0
<-2.70
25
Respectfully Submitted,
�
AMC As- s i tes, Int.
wt aek
tiJJohn W. Harllee P.E.
Vice `President
Raleigh, NC
Salisbury, MD Affiliates:
Savannah, GA Ale�ca 12. VA
Toledo, OH Chanlay. VA
Washinoton. DC Newoon News. VA
Corporate Office: Indianapolis. IN
Cincinnati• OH
Dallas, TX
Griffith, IN
Longmont. CO
Dayton. OH
Huntsville. AL
Lousiville. KY
Denver, CO
Indianapolis, IN
Miami. FL.
Ft. Wayne. IN
Jacksonville, FL
Montgomery. AL
le -s. Vieth:.
AASHTO T-180
De^::'v:
125.0
man; int:
9.5 _
Specific Gra -f-.v:
2.8 0
<-2.70
25
Respectfully Submitted,
�
AMC As- s i tes, Int.
wt aek
tiJJohn W. Harllee P.E.
Vice `President
Raleigh, NC
Salisbury, MD Affiliates:
Savannah, GA Ale�ca 12. VA
Toledo, OH Chanlay. VA
Washinoton. DC Newoon News. VA
ATEC Associates, Inc, CLASS A
1779 Canova Street, S.E.
Palm Bay, Florida 32909 VV
(305) 724-1273 ~SPGR
O
• Moisture -Density Relationship
DATE: 4/12/88
ojec1: Sebastian Highlands Unit #17 CLIENT# 66 Project No: 71-72-046
Tient: General Development Corp. WORK RELEASE# 3871-04
':,oterial Description: Dark gray sand with marl
0=0 starts South end Barber and Schumann Drive
C�rnple Location: Barber street Sta 2+00 R/S DEPTH: stabilized sub.
14(
13`
12C
115
0
LAB# SH880470
5
TECHNICIAN:
15 20
D.Jewell
CONTENT- %
Offices:
Cincinnati, OH
Anchorage, AK
Dallas, TX
Atlanta, GA
Dayton, OH
Baltimore, MD
Denver, CO
Birmingham, AL
it
Chicago. IL
Gaitherburg, MD
!II
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TECHNICIAN:
15 20
D.Jewell
CONTENT- %
Offices:
Cincinnati, OH
Anchorage, AK
Dallas, TX
Atlanta, GA
Dayton, OH
Baltimore, MD
Denver, CO
Birmingham, AL
Ft. Wayne, IN
Chicago. IL
Gaitherburg, MD
10
15 20
MOISTURE
CONTENT- %
Corporate Office: wianapol s. IN
Griffith, IN
Longmont, CO
Huntsville, AL
Lousiville, KY
Indianapolis, IN
Miami, FL
Jacksonville, FL
Montgomery, AL
Lexington, KY
Nashville, TN
(Test Methec:
. I
I AASHTO T180
I yiOXlr;'iUIT! �.
D��,s' y
121.9
IhiptiIm--iM it'; IStLlrc
Cor,;ent:
I
j 8.0
Specific Gravity:
2.80
<-2.70
<-2.60
25
Respectfully Submitted,
ATEC Ass crates, Inc.
c�4
John W. Harllee_ P.E.
Vice President
Raleigh, NC
Salisbury. MD Affiliates:
Savannah, GA Alexandria. VA
Toledo, OH Cha*uilly. VA
Washington, DC Newport News. VA
West Palm Beach, FL Noriolk. VA
ATEC Associates, Inc.
VV1779 Canova Street. S.F.
Palm Bay. Florida 32909 IR,—
(305) 724-1273 ,CSG I
• of
Nloisture-Density Relationsnir.
•
C- ♦. r• -L_ -i•__ ii•_LI___A_ •1.__- 11w7
CLASS A
DATE: 4/12./88
(Client: General Ievelopment Corp. WOR{ RELEASE# 3871-04
�N;oteria1 Description: Brown sand with marl and shell
Ccr^ple L ccation: Barber Street Sta 14+00 R/S DEPTH: Stab Sub
0+0 starts South End. Barber and Schumann DriveLAB# 511880469
14
13
12
11
0
• TECHNICIAN:
5
Offices:
Cincinnati, OH
Anchorage, AK
Dallas, TX
Atlanta, GA
Dayton, OH
Baltimore, MD
Denver, CO
Birmingham, AL
Ft. Wayne, IN
10 15 20
MOISTURE CONTENT-
Corporate
ONTENT-
Corporate Off Ice: Indianapolis. IN
Griffith, IN
Longmont, CO
Huntsville, AL
Lousiville, KY
Indianapolis, IN
Miami, FL
Jacksonville, FL
Montgomery, AL
AASHTO T-180
i�•c^S�t;
126.0 c
Con; ent:
i 10.0
Specific Grovity:
F-2.80
<-2.70
c-2.60
25
Respectfully Submitted,
ATEC Ass o ates, Inc.
('Y",,,,t, a
John W. HarlleeP.E.
Vice President_
Raleigh, NC
Salisbury, MD Affiliates:
Savannah, GA Alexandria. VA
Toledo, OH Chantilly. VA
Washington, DC Newport News. VA
ATEC
VV
11
U
Associates, Inc.
1779 Canova Street. S.E.
Paim Bay. Florida 32909 R rE P R T
(305) 724-1273 of
Moisture - Density Relationship
CLASS A
T,,,-rv. 4/12/88
Foject: Sebastian Highlands Unit #17 CLIENT# 66 Project No: 71-72-046
General Development Corp. WORT'. RELEASE # 3871-04
Client:
hJ: o i e r i o l Description: Brown sand with marl and shell
I
�- rple Location: Barber Street Sta 18+00 DEPTH: stabilized subgrade
0+0 starts South End Barber and SchumannI1�E- SH880477
John.W: r lee P E
President
Corporate Ottice Indianapolis. IN
Raleigh. NC -
Griffith, IN
Longmont. CO
g
Salisbury: MD ` - r Attlliates
Alexandria. VA
-Huntsville. AL
Lousiville. KY
Savannah GA
Chantilly .VA,
=Toledo,
Indianapolis IN
Jacksonville FL
i,i
.OH _Newport News VA .
. Washington DC Nortolk.VA
:West Palm Beach FL
! I ;Iles; !v.etho
AASITIM T-180
!
I
l
\
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liVloxi, :u .. i
: Density
ncf i
!
\
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i i 'Oplili % F<
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!Conten'
- I a
8.3
- ! l i l
I I I A !• I!
i
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I
- 105I
! n I
�` l l I Specific Gravity:
iI
I I
I I
I i
I I I I F-2.80
I
I i
i l
1
ill
I � II ..
iil
<-2.70
tool
I I I i i
;III
<-2.60
! II
1 I
III
1
i
0 5
• TECE�]ICIAN: J.McKernna
Ottices - 1, Gnannati. OH
'Anchorage. -,A K Dallas, TX
Atlanta; GA.I "; Dayton. OH
Baltimore; MD Deriver; CO
_Birmingham AL FL ape. IN
Chicago ILS �raitherburg; MD
0 15 20 : 25
MOISTURE CONTENT- `/o Respectfully Subx tted,
ATEC_Ass its, :Inc
amu_ L=v .. "`
John.W: r lee P E
President
Corporate Ottice Indianapolis. IN
Raleigh. NC -
Griffith, IN
Longmont. CO
g
Salisbury: MD ` - r Attlliates
Alexandria. VA
-Huntsville. AL
Lousiville. KY
Savannah GA
Chantilly .VA,
=Toledo,
Indianapolis IN
Jacksonville FL
Miami, FL
Montgomery. AL
.OH _Newport News VA .
. Washington DC Nortolk.VA
:West Palm Beach FL
Lexington; KY
Nashville; TN
x
ATEC Associates, Inc.
1779 Canova Street. S-E-
pillfri pay, Florida 32909
(305) 72.1-1273
VV 01
mo1s1ure-Den'-':.-!1Y
Sebastian Highlands Unit #17
General Development Corp.
CLASS A
DATE; 4/12/88
C-LIENr#, 66 Pi-ojecl. 1%io: 71-72-046
woR.KL RELEASE # 3871-04
Barber Street Sta 52+00 C/L Retest DEFI11: stabilized subgrade
0+0 starts SOLIth end Barber,SchumannLAB# SH880478
20:
T
t Z
a
AASHIO T-180
105
UK
95
0 5
TECHNICIAN: D. Jewell
Offices: Cincinnati. OH
Anchorage. AK
Dallas. TX
Atlanta, GA Dayton OH.
Baltimore. MO Denver. CO...
Spec::f;:-- Grovi7y:
--- 2.60
<-2 7 0
2.60
I il JLL
L
------------
1:; 20
25
MOISTURE
CONTENT
77
1[ I\
N. Il
Griffith, IN
.
Longmont. CO
Salisbury. MD
Affiliates:
A*xar&ia. VA
Huntsville, AL
Lousivilte, KY
Miami, FL r
-IN
Chantey. VA
News. VA
I.J
unntrinmery At
Washington, DC
Newport .
I N I
i
H I
H 1
1 JJ
95
0 5
TECHNICIAN: D. Jewell
Offices: Cincinnati. OH
Anchorage. AK
Dallas. TX
Atlanta, GA Dayton OH.
Baltimore. MO Denver. CO...
Spec::f;:-- Grovi7y:
--- 2.60
<-2 7 0
2.60
I il JLL
10
1:; 20
25
MOISTURE
CONTENT
Corporate office: j-.jianapo is. IN
Rate I igh. NC
Griffith, IN
.
Longmont. CO
Salisbury. MD
Affiliates:
A*xar&ia. VA
Huntsville, AL
Lousivilte, KY
Miami, FL r
Savannah, GA
Toledo. OH,
Chantey. VA
News. VA
Indianapolis, IN
C1
unntrinmery At
Washington, DC
Newport .
ATEC Associates, Inc.
VV1779 Canova Street. S.E.
Palm Bay. Florida 32909POR 1
(305) 724-1273 �t'
• Oi
Moisture -Density ReIaI ionsnIP
•
CLASS A
DATE: 4/12/88
project: Sebastian Highlands Unit #17 CLIENT1 66 Project No: 71-72-046
! Client : General Develom-lent Corp. ir•IORK RELEASES 3871-04
! 'Y; o t e r i o! D e s c r i a t i o n: Brown sand with marl and shell
0+0 starts South end Barber and Schumann
,.ample _ocction_ Barber Street Sta 56+00 DEPTH: stabilized subgrade
LAB,; S -H880479
I
140;i ! I i
i ! I \i
s, Mi eP.,
AASHM T-180
135
13C
z
12`
12C
115
0
• TFLIMCIAN:
J.McKernza
5 10 15 20
MOISTURE CONTENT- %
Offices: Cincinnati, OH
Anchorage. AK Dallas, TX
Atlanta. GA Dayton, OH
Baltimore. MD Denver, CO
Corporate Office: Wianapofis. IN
Griffith, IN Longmont, CO
Huntsville, AL Lousiville, KY
Indianapolis, IN Miami, FL
o:,!*,rr.uM _r.
LcP.S;l`
128.1
--,;
vD I,TUM
I
,Content:
i
I 8.2
Specific Grcvity:
2.80
<-2.70
<-2.60
25
Respectfully Submitted,
ATEC Associ s, Inc.
v�v=
John W. Harllee P.E.
Vice President
Raleigh, NC
Salisbury, MD Affiliates:
Savannah, GA Alexzr4tia. VA
Toledo, OH Chard*',VA
I !
'
I\
• I
�! � I;
I !
1 1 i
Hill
I 1 Ii
li
!illi
!II
II I II
ii
I Lill!
I
I I
11
11H 11
• TFLIMCIAN:
J.McKernza
5 10 15 20
MOISTURE CONTENT- %
Offices: Cincinnati, OH
Anchorage. AK Dallas, TX
Atlanta. GA Dayton, OH
Baltimore. MD Denver, CO
Corporate Office: Wianapofis. IN
Griffith, IN Longmont, CO
Huntsville, AL Lousiville, KY
Indianapolis, IN Miami, FL
o:,!*,rr.uM _r.
LcP.S;l`
128.1
--,;
vD I,TUM
I
,Content:
i
I 8.2
Specific Grcvity:
2.80
<-2.70
<-2.60
25
Respectfully Submitted,
ATEC Associ s, Inc.
v�v=
John W. Harllee P.E.
Vice President
Raleigh, NC
Salisbury, MD Affiliates:
Savannah, GA Alexzr4tia. VA
Toledo, OH Chard*',VA
ATEC ,Associates, Inc.
1779 Canova Street. S.E.
Palm Bay, Florida 32909 IR—
(305) 724-1273 �Pr-�,RT
OR I
• Oi .
Moisture- Density Relati'C ,�sr,lr
CLASS 'A
DATE: 4/12/88
IProject: Sebastian I1ighlands Unit #17 CLIENT4 66 Project No: 71-72446
Chent: General Developmnt Core ?'ORK RELEASETM 871-04
'Yiot..rial Description:
Brown sand with marl and shell
Barber Street Sta 62+00 R/S DEPTH stabilized sub --rade
0+0 starts Sout i end Barber and SchLuTarm LAB# SH880480
140;
13
12
11
0
• TECt NICIAN:
D.Jewell
Offices:
Anchorage, AK
Atlanta, GA
Baltimore, MD
Birmingham, AL
5 10 15 20
MOISTURE CONTENT -
Tes; P�ielnc_
AASHTO T-180
::um _
125.4 _
inn i erlt
I
8.0
Specific Grovi y:
�---2.80
<-2.70
c-2.60
25
Respectfully Submitted,
ATEC Associates Inc.
ohn W. HarlleeP.E.
Vice President_
Raleigh, NC -
Salisbury, MD Affiliates:
Savannah, GA Alexan ia. VA
Toledo, OH Chan trRy. VA
Washinqton, DC Newport News. VA
Corporate Office: Indianapolis. IN
Cincinnati. OH
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
Tes; P�ielnc_
AASHTO T-180
::um _
125.4 _
inn i erlt
I
8.0
Specific Grovi y:
�---2.80
<-2.70
c-2.60
25
Respectfully Submitted,
ATEC Associates Inc.
ohn W. HarlleeP.E.
Vice President_
Raleigh, NC -
Salisbury, MD Affiliates:
Savannah, GA Alexan ia. VA
Toledo, OH Chan trRy. VA
Washinqton, DC Newport News. VA
ATEC Associates, Inc.
1779 Canova Street. S.E.
/ 1
U
Palm Bay. Florida 32909 REPOR 1
(305) 724-1273 Of
Project! Sebastian F
Client: General Ipv
Material Description
Moisture -Density Relationship
CLASS A
4/13/88
Unit #17 CLIENT# 66 Project No: 71—
Corp 1,70RY, RELEASE # 387
sand with marl and trace of shell
S o m p l e i oc o t i on = Barber Street Sta 46+00
0+0 starts South End Barber and S
120
>- 105
M
DEPTH: stabilize
IAB# SH880481
Test Metho':. {
AASITM T-180
!
%iaximum ter,
Dense i )'
115.4 Pc;
'optimum .% sure
Conten;:
8.0
i
950
5 10 15 20
MOISTURE CONTENT -
• TECHNICIAN: D.Jewell
Corporate Office: Indianapolis. IN
Offices:
T
Griffith, IN
Longmont, CO
9
I
I
Huntsville, AL
KY
Atlanta, GA
Baltimore, MD
Denver, CO
Indianapolis. IN
p
Jacksonville, FL
' '• i �
! � I I n t I�
Ft. Wayne, IN
Gaitherburg. MD
I I
Nashville, TN
Chicago, IL
-77
i llii I
II
!jlI
i !;
I
IHIM
! 1
II il!I
II
III!
I
i
950
5 10 15 20
MOISTURE CONTENT -
• TECHNICIAN: D.Jewell
Specific Gravity
2.80
<-2.70
C_ 2..6 0
25
Respectfully Submitted,
ATEC As i t Inc.
Com'-�A HaP2.E.
Vice President
Raleigh, NC Affiliates*
Alexandria. VA
Savannah, GA
Toledo, OH Chantilly. VA
Washington, DC Newport News. VA
West Palm Beach, FL Norfolk. VA
Corporate Office: Indianapolis. IN
Offices:
Cincinnati, OH
Dallas, TX
Griffith, IN
Longmont, CO
9
Anchorage, AK
Dayton, OH
y
Huntsville, AL
KY
Atlanta, GA
Baltimore, MD
Denver, CO
Indianapolis. IN
p
Jacksonville, FL
MiamLousi.ifl L
Miami, FL
Montgomery. AL
9 ry•
Birmingham, AL
Ft. Wayne, IN
Gaitherburg. MD
Lexington, KY
Nashville, TN
Chicago, IL
Specific Gravity
2.80
<-2.70
C_ 2..6 0
25
Respectfully Submitted,
ATEC As i t Inc.
Com'-�A HaP2.E.
Vice President
Raleigh, NC Affiliates*
Alexandria. VA
Savannah, GA
Toledo, OH Chantilly. VA
Washington, DC Newport News. VA
West Palm Beach, FL Norfolk. VA
ATEC Associates, Inc.
1779 Canova Street. S -E.
0
0
Palm Bay. Florida 32909 R EEP 0 R
V (305) 724-1273 of
Moisture -Density Relationship
CLASS A
n . Arr. 4/13/88
Project! Sebastian Fighlands Unit #17 CLIENI# 66 Project No: 71-72-046
WORM. RELEASE # 3871-04
Client : General Development Corp.
Material Description: Brown sand with traces of marl and shell
Corporate off Ice: ind-anapolis. IN
Sample LocotionBarber Street Sta 32+00 R/S DEPTH: stabilized subgrade
0+0 starts South End Barber and Schumann LAB# SH880482
Griffith, IN
(Test vletrlc-*�'
AASHTO T-180
IMUA111SUrl!
'Density
114.3 cct
120
Dayton, OH
Huntsville, AL
Lousiville. KY
Atlanta, GA
Baltimore, MD
Denver. CO
Indianapolis. IN
Jacksonville, FL
Miami, FL
Montgomery, AL
Birmingham, AL
FL Wayne, IN
Gaitherburg, MD
Lexington, KY
Nashville, TN
Chicago. IL
i 51
110
loptimum Vjo:iLjre
Content:
8.4
>- 105
IUUI
Specific Gravity
-2.60
c--2.70
2.60
IF
I
N1
I I
0 5 10 15 20
MOISTURE CONTENT - */o
0 TECHNICIAN: J.MicKenna
25
Respectfully Submitted,
ATEC Ass 'a, s Inc.
3'�Olh� r1lee P.E.
Vice President
Raleigh. NC
Salisbury. MD Affiliates:
Savannah. GA Alexandria. VA
Toledo. OH Chantilly. VA
Washington, DC Newport News. VA
West Palm Beach, FL Norlolk. VA
Corporate off Ice: ind-anapolis. IN
Offices:
Cincinnati, OH
Dallas. TX
Griffith, IN
Longmont. CO
Anchorage. AK
Dayton, OH
Huntsville, AL
Lousiville. KY
Atlanta, GA
Baltimore, MD
Denver. CO
Indianapolis. IN
Jacksonville, FL
Miami, FL
Montgomery, AL
Birmingham, AL
FL Wayne, IN
Gaitherburg, MD
Lexington, KY
Nashville, TN
Chicago. IL
25
Respectfully Submitted,
ATEC Ass 'a, s Inc.
3'�Olh� r1lee P.E.
Vice President
Raleigh. NC
Salisbury. MD Affiliates:
Savannah. GA Alexandria. VA
Toledo. OH Chantilly. VA
Washington, DC Newport News. VA
West Palm Beach, FL Norlolk. VA
ATEC Associates, Inc.
V 1779 Canova Street, S.E.
Palm Bay. Florida 32909 REPORT
(305) 724-1273 01
• Moisture -Density Relation shjp
�.ojact: Sebastian Highlands Unit #17 CLIENT# 66
Client: General Development Corp.
I tv:aterial Description: Gray sand with marl and shell
•
CLASS A
_
DATE; 4/13/88
Project No: 71-72-046
WRY, RELEASE # 3871-04
�;-•mr.le Location
Barber Street 36+00 L/S DEPTH: stabilized subgrade
n+n starts South End Barber and Schumann IAB-Af SH880483
.2
z
>- 105
wo
' J I I S I l\ i
1
II! Iii I gill Illl!I
j JI!i i`il II!i I
[7T+
I
I i sill Ilii
I I I I I
t I I I I i
9595
0
5
. TECHNICIAN: D. Jewell
Offices:
Anchorage, AK
Atlanta, GA
Baltimore, MD
Birmingham, AL
Chicago, IL
Cincinnati, OH
Dallas, TX
Dayton, OH
Denver, CO
FL Wayne, IN
Gaitherburg, MD
10 15 20
MOISTURE CONTENT- 0/6
Corporate office:lndlanapolis. IN
Griffith, IN Longmont. CO
Huntsville, AL Lousiville, KY
Indianapolis. IN Miami, FL
Jacksonville, FL Montgomery, AL
Lexington, KY Nashville, TN
Test Methco:
AAShM T-180
!Maximum L;r
i Density:
115.9 ^C
'0re
I
ptirr.�.,� 11'c:s°u
1
Conten. ;
8.5 C/
i O j
Specific Gravity:
2.80
<-2.70
c-2.60
25
Respectfully Submitted,
TE Assoe Inc.
W. Xe�e
Vice President
Raleigh, NC Affiliates:Salisbury, MD Alexandria. VA
Savannah, GA Chantilly, VA
Washingttoon, DC
Toledo, Newport News. VA
West Palm Beach, FL Norfolk. VA
9595
0
5
. TECHNICIAN: D. Jewell
Offices:
Anchorage, AK
Atlanta, GA
Baltimore, MD
Birmingham, AL
Chicago, IL
Cincinnati, OH
Dallas, TX
Dayton, OH
Denver, CO
FL Wayne, IN
Gaitherburg, MD
10 15 20
MOISTURE CONTENT- 0/6
Corporate office:lndlanapolis. IN
Griffith, IN Longmont. CO
Huntsville, AL Lousiville, KY
Indianapolis. IN Miami, FL
Jacksonville, FL Montgomery, AL
Lexington, KY Nashville, TN
Test Methco:
AAShM T-180
!Maximum L;r
i Density:
115.9 ^C
'0re
I
ptirr.�.,� 11'c:s°u
1
Conten. ;
8.5 C/
i O j
Specific Gravity:
2.80
<-2.70
c-2.60
25
Respectfully Submitted,
TE Assoe Inc.
W. Xe�e
Vice President
Raleigh, NC Affiliates:Salisbury, MD Alexandria. VA
Savannah, GA Chantilly, VA
Washingttoon, DC
Toledo, Newport News. VA
West Palm Beach, FL Norfolk. VA
Test Methco:
AAShM T-180
!Maximum L;r
i Density:
115.9 ^C
'0re
I
ptirr.�.,� 11'c:s°u
1
Conten. ;
8.5 C/
i O j
Specific Gravity:
2.80
<-2.70
c-2.60
25
Respectfully Submitted,
TE Assoe Inc.
W. Xe�e
Vice President
Raleigh, NC Affiliates:Salisbury, MD Alexandria. VA
Savannah, GA Chantilly, VA
Washingttoon, DC
Toledo, Newport News. VA
West Palm Beach, FL Norfolk. VA
ATE Associates, Inc. CLASS A
VV1779 Canova Street, S.E.
Palm Say. Florida 32909 REPORT
(305) 724-1273
O
• Moisture- Density Relationship
•
DATE: 4/13/88
°roject: Sebastian Highlands Unit #17 CLIENT# 66 Project No: 71-72-046
Client: General Development Corp. WORK RELEASE# 3871-04 i
iM a t e r i o l Description: Brawn sand with marl and shell
14C
13`
13C
12C
MEN ME
Corporate Office: Iwianapolis. IN
Offices:
Cincinnati. OH
Semple
Locotion:
Barber Street Sta 28+00 C/L
DEPTH:
stabilized subgrade
0+0
starts
South End Barber and -Schumann
LAB#
SH880484
14C
13`
13C
12C
115'
0
5 10 15 20
MOISTURE CONTENT- %
• TECHNICIAN: J.McI:erma
MEN ME
Corporate Office: Iwianapolis. IN
Offices:
Cincinnati. OH
SIMONSON
Anchorage. AK
Dallas, TX
Griffith, IN
Longmont, CO
Atlanta, GA
Dayton, OH
Huntsville, AL
Lousiville, KY
Baltimore, MD
Denver, CO
Indianapolis, IN
Miami, FL
Birmingham. AL
FL Wayne, IN
Jacksonville, FL
Montgomery. AL
Chicago, IL
Gaitherburg, MD
Lexington. KY
Nashville, TN
MESON
ENSIONEEMSEEMSEN MESON
115'
0
5 10 15 20
MOISTURE CONTENT- %
• TECHNICIAN: J.McI:erma
(Test Meihoc:
I AASIM T-180
IMOXImum DIr
Dens y:
122.1 0
i
I
Optimum ,.. isture
Content:
I
j 8.7
Specific Gravity
2.8 0
<-2.70
c-2.60
25
Respectfully Submitted,
ATEC Ass late ,,I_nc.
ohn W. Harllee P.E.
Vice President
Raleigh, NC
Salisbury, MD Affiliates:
Savannah, GA Alexandria. VA
Toledo, OH Chard&y. VA
Washington, DC Newport News. VA
West Palm Beach, FL Norfolk VA
Corporate Office: Iwianapolis. IN
Offices:
Cincinnati. OH
Anchorage. AK
Dallas, TX
Griffith, IN
Longmont, CO
Atlanta, GA
Dayton, OH
Huntsville, AL
Lousiville, KY
Baltimore, MD
Denver, CO
Indianapolis, IN
Miami, FL
Birmingham. AL
FL Wayne, IN
Jacksonville, FL
Montgomery. AL
Chicago, IL
Gaitherburg, MD
Lexington. KY
Nashville, TN
(Test Meihoc:
I AASIM T-180
IMOXImum DIr
Dens y:
122.1 0
i
I
Optimum ,.. isture
Content:
I
j 8.7
Specific Gravity
2.8 0
<-2.70
c-2.60
25
Respectfully Submitted,
ATEC Ass late ,,I_nc.
ohn W. Harllee P.E.
Vice President
Raleigh, NC
Salisbury, MD Affiliates:
Savannah, GA Alexandria. VA
Toledo, OH Chard&y. VA
Washington, DC Newport News. VA
West Palm Beach, FL Norfolk VA
ATE Associates, Inc.
vy1779 Canova Street, S.E.
Palm Bay, Florida 32909 REPORT
(305) 724-1273
of
• Moisture- Density Relationshic
� 0
CLASS A
DATE: 4/13/88
Project: Sebastian Highlands Unit #17 CLIENT#, 66 Project No: 71-72-046
Client: General Development Corp. WORK RELEASE# 3871-04
Material Description: Brown sand with marl and shell
I
i
�cmple Location: Barber Street Sta 40+00 DEPTH: stabilized subgrade
0+0 starts South End Barber and - Schumann LAB# 511880485
14(
13`
12(
115'
0
5 10 15 20
MOISTURE CONTENT -
. TEC wciAN:
Longmont, CO
D. Jewell
Offices:
Cincinnati. OH
Anchorage, AK
Dallas, TX
Atlanta, GA
Dayton, OH
Baltimore, MD
Denver, CO
Birmingham, AL
Ft Wayne. IN
Chicago, IL
Gaitherburg, MD
�MINE
MIE
MIME
IMM
EMEIE
I-
E MIME
ME MW
MEN
VAMIM
EN
NIMEWn
MIZE
MM
EM=M
n��wm
E mm�m�
115'
0
5 10 15 20
MOISTURE CONTENT -
. TEC wciAN:
Longmont, CO
D. Jewell
Offices:
Cincinnati. OH
Anchorage, AK
Dallas, TX
Atlanta, GA
Dayton, OH
Baltimore, MD
Denver, CO
Birmingham, AL
Ft Wayne. IN
Chicago, IL
Gaitherburg, MD
Corporate Office: Indianapolis. IN
Griffith, IN
Longmont, CO
Huntsville, AL
Lousiville, KY
Indianapolis, IN
Miami, FL
Jacksonville, FL
Montgomery, AL
Lexington, KY
Nashville, TN
Test Method:
AASY.TO T-1
i
1Moxir, um Dr;
Dens,
y: /
120.7
i C i
i
i
Optimum I':cisture
Content:
8.5
j ,o
Specific Gravity:
2.80
<-2.70
<-2.60
25
Respectfully Submitted,
ATEC Associate4s, Inc.
�W. Harllee P.E.
Vice President
Raleigh, NC
Salisbury, MD Affiliates:
Savannah, GA Alexandra. VA
Toledo, OH chantrlh•. VA
Washington, DC Newport News. VA
West Palm Beach, FL Norfolk VA
ATE Associates, Inc. CLASS A
VV1779 Canova Street, S.E.
Palm Bay, Florida 32909 R- �
(305) 724-1273 I ,EPGR 1
• O
Moislure-Density Relationsnlc
DATE: 4/13/88
reject: Sebastian Highlands Unit #17 CLIENT# 66 Project No: 71-72-0.46
C!ient: General Development Corp. L.IORK RELEASE# 3871-04
'Y,oteriol Description: Brown sand with marl and traces of shell
. le
Location:
Barber
Street Sta 44+00 R/S
DEDTH:
stabilized subgrade
Anchorage, AK
Dallas, TX
Griffith, IN
Longmont, CO
Atlanta, GA
0+0
starts
South End
Barber and' Schumann
LAB#,
SH880490
14(
13`
13C
12C
115
0
5 10 15 20
MOISTURE CONTENT- %
• TECHNICIAN: D.Jewell
Corporate Office: Indianapolis. IN
Offices:
Cincinnati, OH
Anchorage, AK
Dallas, TX
Griffith, IN
Longmont, CO
Atlanta, GA
Dayton, OH
Huntsville, AL
Lousiville, KY
Baltimore, MD
Denver, CO
Indianapolis, IN
Miami, FL
Birmingham, AL
Ft. Wayne, IN
Jacksonville, FL
Montgomery, AL
;
1 i
i I I
S
1 •, \ \{ �
I l
! ! ! I
! !
i
1
1
I
I\ 1 1
1 \
1 '
IA 1
!
i I
! ! !
i
I
l i i
i
1
5 10 15 20
MOISTURE CONTENT- %
• TECHNICIAN: D.Jewell
is -z'• i1iee1hGC:
AASHM T-180
I c...liy(T. Ur.
120.7
i V:...�ilJill I:'•"�: �1 ..
j ..
Cc.. ent:
9.0
f-�
Specific Gravity:
2.80
<— 2.7 0
<-2.60
25
Respectfully Submitted,
ATEC Ass fates Inc.
W
'--'John W. Harllee P.E.
Vice President'
Raleigh, NC
Salisbury, MD Affiliates:
Savannah, GA Alexandra. VA
Toledo, OH Chantilly. VA
Washington, DC Newport News. VA
Corporate Office: Indianapolis. IN
Offices:
Cincinnati, OH
Anchorage, AK
Dallas, TX
Griffith, IN
Longmont, CO
Atlanta, GA
Dayton, OH
Huntsville, AL
Lousiville, KY
Baltimore, MD
Denver, CO
Indianapolis, IN
Miami, FL
Birmingham, AL
Ft. Wayne, IN
Jacksonville, FL
Montgomery, AL
is -z'• i1iee1hGC:
AASHM T-180
I c...liy(T. Ur.
120.7
i V:...�ilJill I:'•"�: �1 ..
j ..
Cc.. ent:
9.0
f-�
Specific Gravity:
2.80
<— 2.7 0
<-2.60
25
Respectfully Submitted,
ATEC Ass fates Inc.
W
'--'John W. Harllee P.E.
Vice President'
Raleigh, NC
Salisbury, MD Affiliates:
Savannah, GA Alexandra. VA
Toledo, OH Chantilly. VA
Washington, DC Newport News. VA
0
� 0
ATEC Associates, Inc.
V1779 Canova Street. S.E.
Palm Bay, Florida 32909 RIE P 0 R T
(305) 724-1273 9
01
Moisture -Density Relationship
CLASS A
DATE: 4/12/88
qi e c t! Sebastian Highlands Unit #17 CLIENT#66 Project. No: 71-72-046
lir-nt: General Development Corp
WORK RELEASE# 3871-04
eriol Description: Brown sand with marl and shell
S--nple Location' Barber Street Sta 4+00 C/L DEPTH: stabilized subgrade!
0+0 starts South End Barber and Schumm Drive
LAB# SH880471
140
135
13-0
>- 125
12(
115
0
5
• TECHNICIAN:
15 20
D.Jewell
MINNIE
Offices:
Cincinnati, OH
Anchorage, AK
7�1��a8�®►v
.%I
Dayton, OH
ENGINE
N
I I I
I I I
Chicago, IL
Gaitherburg, MD
E MENNEN000-
ink
MENNE
MN NO MENOMENESEEN ON 000001
N i\\ I i
5
• TECHNICIAN:
15 20
D.Jewell
MINNIE
Offices:
Cincinnati, OH
Anchorage, AK
7�1��a8�®►v
.%I
Dayton, OH
ENGINE
Denver, CO
Birmingham, AL
Ft. Wayne, IN
Chicago, IL
Gaitherburg, MD
E MENNEN000-
ink
MENNE
MN NO MENOMENESEEN ON 000001
5
• TECHNICIAN:
15 20
D.Jewell
CONTENT-
Offices:
Cincinnati, OH
Anchorage, AK
Dallas, TX
Atlanta, GA
Dayton, OH
Baltimore, MO
Denver, CO
Birmingham, AL
Ft. Wayne, IN
Chicago, IL
Gaitherburg, MD
10
15 20
MOISTURE
CONTENT-
Corporate Office: Indianapolis. IN
Griffith. IN
Longmont, CO
Huntsville, AL
Lousiville, KY
Indianapolis, IN
Miami, FL
Jacksonville, FL
Montgomery, AL
Lexington, KY
Nashville, TN
m -
!Test Meth"'.
AASHTO T-180
IMI 0 X I mum
ens
D :�Y:
,
122.3 pc;
iOptimum i'v's-ci5ture
,-onjenf:
8.3
C/.
Specific Grcvi.y:
F-- 2.80
<-2.70
<-2.60
25
Respectfully Submitted,
ATEC Ass ciat Inc.
John W. Harllee P.E.
Vice President
Raleigh. NC
Salisbury, MID Affiliates:
Savannah. GA Alexandria. VA
Toledo, OH Chararity. VA
Washington, DC Newport News. VA
West Palm Beach. FL Nodolk VA
ATEC Associates, Inc, CLASS A
VV1779 Canova Street. S.E.
Palm Bay. Florida 32909
(305) 724-1273 REPOR i
aMoisture- Density Relationship
DATE: 4/12/88
i
I�roject, Sebastian Highlands Unit #17 CLIENT$# 66 Project No: 71-72-046
1
!C'ient: General Development Corp. WORK RELEASE# 3871-04
1'1',oteriol Description: Brown sand with marl and shell
0+0 starts South end Barber and Schumann Drive
i
C_mple Location: Barber street Sta 6+00 L/S DEPTH: stabilized sub.
LAB# SH880472
14
13`
13C
z
12=
12C
115
0
5
• TECHNICLAN:
Longmont, CO
D.Jewell
Lousiville, KY
Offices:
Cincinnati, OH
Anchorage. AK
•
Atlanta, GA
�
\I I� S I I I
I I
Birmingham, AL
Ft. Wayne. IN
i
1
1 I
\ ! I
!
i\I ,
i I
• �I �i I
!' I
1�1i�\i�\I�!
I ;
Al
'Ili i t I
I i� l
j l l'
I l i It
! I !
I
! .i
'
" I I
ji i l
I�
II
I
Ii
II
!Ilii
I
5
• TECHNICLAN:
Longmont, CO
D.Jewell
Lousiville, KY
Offices:
Cincinnati, OH
Anchorage. AK
Dallas, TX
Atlanta, GA
Dayton. OH
Baltimore, MD
Denver, CO
Birmingham, AL
Ft. Wayne. IN
10 15 20
MOISTURE CONTENT-
Corporate
ONTENT-
Corporate Office: Indianapolis. IN
Griffith, IN
Longmont, CO
Huntsville. AL
Lousiville, KY
Indianapolis, IN
Miami, FL
Jacksonville, FL
Montgomery, AL
ITes, ;V�eth.,_
I- AASHTO T-180
!IVIOXImUM
Density
126.5
IIUPI [mum
Content:
I
( 8.2
°
Specific Gravity:
2.80
<-2.70
c-2.60
25
Respectfully Submitted,
ATEC Ass ' late,, Inc.
An tit.. uQ bl
-John W. Harllee_ P.E.
Vice President
Raleigh, NC
Salisbury, MD Affiliates:
Savannah, GA Alexandria. VA
Toledo, OH Chantilly. VA
Washington, DC Newow News. VA
ATEC Associates, Inc.
VV1779 Canova Street. S -E -
Palm Bay. Florida 32909 REP0R T
(305) 724-1273 of
9
•
•
Moisture -Density Relationship
CLASS A
nA=. A /,') /QQ
Project!
Sebastian Highlands Unit #17 CLIENI# 66 Project No: 71-72-046
Client:
General Development ORK. RELEASE # 3871-04
P'� Corp.rP•
Atlanta. GA
Dayton. OH
Material
Description: Brown sand with marl and shell
1
FL Wayne. IN
i Simple
Location Barber Street Sta 8+00 R/S DEPTH: stabilized subgrade
0+0 starts South Find Barber and Schumann Drive LAB# SH880473 I I
l2 0
! _
Corporate Office: Indianapolis. IN
Raleigh, NC
Griffith, IN
Longmont. CO
g
I
I !
Lousiville, KY
Miami, FL
I
I
Montgomery. AL
Washington, DC
West Palm Beach, FL Norlotk. VA
Lexington, KY
Nashville, TN
Consulting Geotechnical-) Materiats Engineers. and Environmental Scientists
(Test Metnc;-' !
AASLTTO T-180. i
I
I II��I
IIS
�II!'�i
iMoximum
!
�Densit!':
116.8 pcf
l{0IOp
I I I I
tlm; m. v, isiure
I I
\\\I
Conten;:
8.0
Z:
>-I05
I
I ii i
Specific Gravity:
I I
I�11?
I-2.80
IIlil�l
I
I I I
� j11
ii
I I J <-2.70
1 I I I
I<-2.60
li
--F
#il III
IFT 1 11
I 1 I I 1 1 I
11
1 1 1
1 till_
Zvi-
0 5
TECHNICIAN: D.Jewell
Offices:
Cincinnati. OH
Anchorage. AK
Dallas, TX
Atlanta. GA
Dayton. OH
Baltimore. MD
Denver. CO
Birmingham, AL
FL Wayne. IN
Chicago. IL '
Gaitherburg. MD
10
15 20
25
MOISTURE
CONTENT- %
Respectfully Submitted,
A C Asi s,� Inc.
'I'v, UJ
John W.rllee P.E.
Vice President y
Corporate Office: Indianapolis. IN
Raleigh, NC
Griffith, IN
Longmont. CO
g
Salisbury. MD Milan ria. V .
Savannah, GA Alexandria. VA
Huntsville, AL
Indianapolis. IN
Lousiville, KY
Miami, FL
Toledo, OH Chantilly. VA
Newport News. VA
Jacksonville. FL
Montgomery. AL
Washington, DC
West Palm Beach, FL Norlotk. VA
Lexington, KY
Nashville, TN
Consulting Geotechnical-) Materiats Engineers. and Environmental Scientists
ATEC Associates, Inc.
VV 1779 Canova Street. S.E.
Palm Bay. Florida 32909 REPORT
(305) 724-1273
• O
Moisture- Density Relationship
•
CLASS A
DATE: 4/12/88
oject: Sebastian Highlands Unit #1`17 CLIENT# 66 Project No: 71-72-046 I
Lp i
I ri;—. r-cinrnrnl Tlovolnrrrv3nf- r'nrn TJ nT?u RT?T T: ACFAi Z4 -7•I rl/.
j;Yateriof Description: Light brown sand with marl and shel
� -mple Location: Barber Street Sta 10+00 C/L
0+0 starts South End Barber and -Schumann Drive
14(
13`
12C
115
0
1 �
DEPTH: stabilized subgrade':
LAB# SH880474
• TECkNICIAN:
J.McKenna
5 10 15 20
MOISTURE CONTENT- %
Corporate Office: Indianapolis. IN
Offices:
Cincinnati. OH
Anchorage. AK
Dallas, TX
Griffith, IN
Longmont, CO
Atlanta, GA
Dayton, OH
Huntsville, AL
Lousiville. KY
Baltimore. MD
Denver. CO
Indianapolis, IN
Miami, FL
Birmingham, AL
Ft Wayne. IN
Jacksonville, FL
Montgomery. AL
r'hinann Il.
r iel.n.h,nn yen
i —i—f— wv
�� vm
l�lmm
ME ■��n���n��
• TECkNICIAN:
J.McKenna
5 10 15 20
MOISTURE CONTENT- %
ITes', Method,
I AASHPO T-180
W10XImum Dr"
i D=—n`Ii y'
12.2.9 0
i
jOpilii urn i�',CiS'Ufc
Con I en':
1 8.5 Bio
Specific Gravity:
2.80
<-2.70
c-2.60
25
Respectfully Submitted,
ATEC Ass ci t , Inc.
Uj
hn�� W. Harllee P.E.
Vice PresidentV
Raleigh. NC
Salisbury. MD Affiliates:
Savannah, GA Alexanoria. VA
Toledo, OH Chantilly. VA
Washington. DC Newport News. VA
Corporate Office: Indianapolis. IN
Offices:
Cincinnati. OH
Anchorage. AK
Dallas, TX
Griffith, IN
Longmont, CO
Atlanta, GA
Dayton, OH
Huntsville, AL
Lousiville. KY
Baltimore. MD
Denver. CO
Indianapolis, IN
Miami, FL
Birmingham, AL
Ft Wayne. IN
Jacksonville, FL
Montgomery. AL
r'hinann Il.
r iel.n.h,nn yen
i —i—f— wv
ITes', Method,
I AASHPO T-180
W10XImum Dr"
i D=—n`Ii y'
12.2.9 0
i
jOpilii urn i�',CiS'Ufc
Con I en':
1 8.5 Bio
Specific Gravity:
2.80
<-2.70
c-2.60
25
Respectfully Submitted,
ATEC Ass ci t , Inc.
Uj
hn�� W. Harllee P.E.
Vice PresidentV
Raleigh. NC
Salisbury. MD Affiliates:
Savannah, GA Alexanoria. VA
Toledo, OH Chantilly. VA
Washington. DC Newport News. VA
ATEC Associates, n • CLASS A
VV1779 Canova Street, S.E.
Palm Bay, Florida 32909 REP0R
(305) 724-1273 01
Moisture -Density Relationship
• • 4/12/88
Is
Project! Sebastian Highlands Unit #17 CLIENT# 66 Project No: 71-72-046
Client
General Development Corp. WORK RELASE # 3871-04
M o t e r i o l Description: Brown sand with marl and shell
I '
Somple Location: Barber Street Sta 12+00 DEPTH:
0+0 starts South End Barber and Schumann LAB# SH880475
I I
120
,15
10
z
L:
r-1
INJO
95
0
5
TECHNICIAN: J•McICenna
•
25
Offices:
Cincinnati, OH
Anchorage, AK
Dallas, TX
Atlanta, GA
Dayton, OH
Baltimore, MD
Denver, CO
Birmingham, AL
FL Wayne, IN
Chicago, IL
I i I I
I I A
Salisbury, MD Affiliates:
Savannah, GA Alexandria. VA
Huntsville, AL
Indianapolis, IN
Lousiville, KY
Miami, FL
Toledo, OH Chantilly. VA
Newport News. VA
Jacksonville, FL
Montgomery, AL
Washington. DC
West Palm Beach, FL Norfolk. VA
Lexington, KY
Nashville, TN
Corisutting Geotechnical Materials Engineers. and Environmental Scientists
ilii i
i 1i1
I
1\.II�,�!
I I I I I I
I I I
I I
I
I
I I I I
II i I
I fill
I
111�
711N
' III
II
I
IIIII
IEl
Ii
I I
II ii
I I
I
I
I
I
,
95
0
5
TECHNICIAN: J•McICenna
•
25
Offices:
Cincinnati, OH
Anchorage, AK
Dallas, TX
Atlanta, GA
Dayton, OH
Baltimore, MD
Denver, CO
Birmingham, AL
FL Wayne, IN
Chicago, IL
Gaitherburg, MD
Test Method:
AASITTO T-180
i
Maximum Dr;
Dens iiy:
115.4 Dcf
i
I
'Optimjm Mois?ure
Content:
9.0
Specific Grovity:
—2.80
<-2.70
<--2.60
10
15 20
25
MOISTURE
CONTENT - %
Respectfully Submitted,
A C Ass a s, Inc.
r= W r lee P.E.
_
Vice President
Corporate Office: Indianapolis. IN
Raleigh, NC
Griffith, IN
Longmont. CO
g
Salisbury, MD Affiliates:
Savannah, GA Alexandria. VA
Huntsville, AL
Indianapolis, IN
Lousiville, KY
Miami, FL
Toledo, OH Chantilly. VA
Newport News. VA
Jacksonville, FL
Montgomery, AL
Washington. DC
West Palm Beach, FL Norfolk. VA
Lexington, KY
Nashville, TN
Corisutting Geotechnical Materials Engineers. and Environmental Scientists
� 0
ATEC a Associates, Inc.
1779 GanOva Streci. S.E. _
VV ot
Palm Say. Florida 32909 LORI
(30) 72.1-1273
VioisIure- Density Q i I,ion shID
-r,ipct: Sebastian Highlands Unit #17
CLASS A
DATE- 4/12/88
C IENF# 66 Project No: 71-72-046
t�tORY. RELEASE #
C l i- n t: General Development Corp
IM,cierioI Description: Brown sand with traces of marl
!
Barber Street Sta i6+00 C/L DEP??: stabilized subgrade '
0+0 starts South End Barber and Schumann IAls- SH880476
z7j0
10
1 c 20
25
MOISTURE
CON iENT -
I I
I 1
I I
N. I.
Corporate 01Nce::Nianapor-s.IN
Raleigh, NC
offices: Gncmnati, OH,
Griffith, IN
Longmont. CO
g
o i It;
1
Anchorage, AK Dallas, TX
Dayton OH
Huntsville, AL
Lousiville KY
Savannah GA :'
Toledo, OH.'-:-.
Chamdh. VA
Atlanta, GA
Baltimore, MD Denver. CO
Indianapolis. IN
I
I •I
�
I 1
�� ( I
II
�i
IjI
i.I I
I
lIII
I
1
i
I
I I
I.I
i
I
z7j0
10
1 c 20
25
MOISTURE
CON iENT -
TECHNICIAN: J.McKenna
Corporate 01Nce::Nianapor-s.IN
Raleigh, NC
offices: Gncmnati, OH,
Griffith, IN
Longmont. CO
g
Salisbury. MO
Affiliates:
A1exarcria•VA
Anchorage, AK Dallas, TX
Dayton OH
Huntsville, AL
Lousiville KY
Savannah GA :'
Toledo, OH.'-:-.
Chamdh. VA
Atlanta, GA
Baltimore, MD Denver. CO
Indianapolis. IN
Miami, FL
Washinoton.00
NewpVt News. VA
ATEC Associates, Inc, CLASS A
1779 Canova Street. S.E.
VV Palm Bay. Florida 32909
(305) 724-1273 I r PC
r) x
O
• MoisIure-DensiIy PeIation ship
is
DATE: 12 May 88
roject: Sebastian Highlands CLIENT# 66 project No: 71-72-046
tient: General Development Corp. WORK RELEASE# 3871-04
':'oteriol Description: Crushed Coquina
�-:c-r;ple _ccation: Pipe 28, 28-A, 28-B DEPTH: Base
LAB;; SH880736
140
135
13C
12
12C
115
0
• TECHNICIAN:
I
i AASHTO T180
I
I
IViox ..._-.
126.9
,
Specific Gro ity"
X2.80
<-2.70
c-2.60
5 10 15 20 25
MOISTURE CONTENT-
J.
ONTENT-J. McKenna
i I
I I
Offices:
Anchorage, AK
Cincinnati, OH
Dallas, TX
I i
Longmont. CO
Raleigh, NC
Sa'.isbury, MD
l ex r -tre. VA
Ale
Atlanta, GA _
Dayton, OH
Huntsville, AL
Lousiville, KY
Savannah, GA
Toledo, GH
nt,ify .
Chanhlf)• VA
Baltimore, MD
AL
Denver, CO
Wayne, IN
Indianapolis, IN
Jacksonville, FL
Miami, FL
Montgomery. AL
Washington, DC
Newpon NewS. VA
Birmingham,
f. ti;— _ It
Ft.
r•..:rtinrhn.n AAr)
I —1—f— KV
i i i I i
I
� '•
I
I i
I ��\
� \ I S I
I I x !!\'\I
! l i I
I►
I
I
I
I
III\41
I
i I I I
I
l i
I M I
I I (
I
I
I
I
I I
I I I
I
I
II
IIIlI
I
I
I
!
115
0
• TECHNICIAN:
I
i AASHTO T180
I
I
IViox ..._-.
126.9
,
Specific Gro ity"
X2.80
<-2.70
c-2.60
5 10 15 20 25
MOISTURE CONTENT-
J.
ONTENT-J. McKenna
Corporate Office: Wianapolis. IN
Offices:
Anchorage, AK
Cincinnati, OH
Dallas, TX
Griffith, IN
Longmont. CO
Raleigh, NC
Sa'.isbury, MD
l ex r -tre. VA
Ale
Atlanta, GA _
Dayton, OH
Huntsville, AL
Lousiville, KY
Savannah, GA
Toledo, GH
nt,ify .
Chanhlf)• VA
Baltimore, MD
AL
Denver, CO
Wayne, IN
Indianapolis, IN
Jacksonville, FL
Miami, FL
Montgomery. AL
Washington, DC
Newpon NewS. VA
Birmingham,
f. ti;— _ It
Ft.
r•..:rtinrhn.n AAr)
I —1—f— KV
KI—K, ill. TN
Woof Pal— goo.h R
Norfolk. VA
ATEC Associates, Inc.
VV1779 Canova Street, S.E.
Palm Bay, Florida 32909 RLEP 0RT
(305) 724-1273
of
• Moisture -Density Relationship
CLASS A
DATE: 4/28/88
✓roject_ Sebastian Highlands Unit #17 CLIENT# 66 Project No: 71-72-046
Client: General Development Corp. WORK RELEASE# 3871-04 I
I'ioteriol Description: Gray sand with marl
l
j 0+0 starts South End Barber and Schumann
c m I e Loc clt i on � Barber Street Sta 0+50 C/L DEPTH: stabilized subgrade !
LAB# SH880602
14C
13f
•
12C
115
0
5
TECHNICIAN: J.MCKenna
Offices:
Anchorage, AK
Atlanta, GA
Baltimore, MD
Birmingham, AL
Chicago, IL
Cincinnati, OH
Dallas. Tx
Dayton, OH
Denver, CO
Ft. Wayne, IN
Gaitherburg, MD
10
15 20
MOISTURE
CONTENT-
Corporate Office: Indianapolis. IN
I l i l
II
Huntsville, AL
! 11 ;
Indianapolis, IN
► `'�.I�I
Illi
Montgomery. AL
Lexington, KY
Nashville, TN
Norfolk. VA
`J I
I:J
i I l i I
i
I l i
i l
l I
i i 1 1 1 I l l i
i l
i t I
III\I
i
I
'I Il I I
ii
II I
II
`i
I ► i
I!
II
III!I
J
III i
it
I!
I
illl
5
TECHNICIAN: J.MCKenna
Offices:
Anchorage, AK
Atlanta, GA
Baltimore, MD
Birmingham, AL
Chicago, IL
Cincinnati, OH
Dallas. Tx
Dayton, OH
Denver, CO
Ft. Wayne, IN
Gaitherburg, MD
10
15 20
MOISTURE
CONTENT-
Corporate Office: Indianapolis. IN
Griffith, IN
Longmont, CO
Huntsville, AL
Lousiville, KY
Indianapolis, IN
Miami, FL
Jacksonville, FL
Montgomery. AL
Lexington, KY
Nashville, TN
25
(Test Method:
AASHTO T-180
i
�Nloximum Cr,
I Dens:;
128.9 c;
i
loptlmUrn 11'ICiS':Urc
i Content
I
j 9.0.10
Specific Grovity:
2.80
<-2.70
c-2.60
'71
Ijj
-4
f
Raleigh. NC
Salisbury, MD
Affiliates:
Savr,nnah. GA
Alexandna. VA
Toledo, CH
Chantilly. VA
Washington, DC
Newport News. VA
West Palm Beach, FL
Norfolk. VA
ATEC Associates, Inc. CLASS A
1779 Canova Street. S.E.
Palm Bay. Florida 32909 Q—
(305) 724-1273
O
• Mloisture-Density R,--ietionship
r�
•
Project! Sebastian Iii hlands Unit #17 CLIENT# 66 ?rojeci No:_ _ !
WORM.PELF–ASE #
Clint: General Development Corp. 3871-04
I
rfmio'erid Description: Dark gray sand with marl and shell I
S:-mDle 1–c�c01i0 Barbe
0+0 starts South End Barber and Scl-rarann
'20
I–
Z
>- 105
• •
DEPT-'-',: crahi 1 i e
L4&.' SH880547
95
0
5 10 15 20
MOISTURE CONTENT- %
TECMCIAN: J.McKenna
Offices:
Cincinnati, OH
Anchorage, AK
Dallas, TX
Atlanta, GA
Dayton, OH
Baltimore, MD
Denver. CO
Rirminoham. AL
Ft. Wayne. IN
N AI
i
l
IIIA,
t i
! t
I
!
f
! I t I
I
I
i
II II!
i
111!
!s II
II
ill
III
I I
TT
L;
I
95
0
5 10 15 20
MOISTURE CONTENT- %
TECMCIAN: J.McKenna
Offices:
Cincinnati, OH
Anchorage, AK
Dallas, TX
Atlanta, GA
Dayton, OH
Baltimore, MD
Denver. CO
Rirminoham. AL
Ft. Wayne. IN
Corporate Office: Indianapolis. IN
Griffith, IN
Longmont, CO
Huntsville, AL
Lousiville, KY
Indianapolis, IN
Miami, FL -.
Jacksonville, FL
Montgomery; AL
i
ra rjA
i
i
;Test Mathoc
P.ASHM T-180
'v10xl;T:u;,:
Densi;
114.9
1 Coni em:
8.7 0
Specific Groviiy:
—2.80
<-2.70
c 2.60
25
Respectfully Submitted,
41leAss 1 t , Inc.
r ee 17.E.
Vice President
Raleigh, NC Affiliates:
Salisbury, MO Alexandria. VA
Savannah, GA Chantiliy.VA
Toledo, OH
Washington. DC Newport News. VA
1,1,,.. o.,,.., 0—k ct Norfolk. VA
ATEC Associates, Inc.
1779 Canova Street, S.E.
I •
Palm Bay. Florida 32909 REP)0R
(305) 724-1273 pi
Moisture- Density Relationship
Project: Sebastian Highlands Unit #17
C •. i e n t: General Development Cori).
CLASS A
4/14/88
CI,IEI`TI# 66='oject No: 71-72-046
RELEASE # 3871-04
Nl^terial Description: Broca sand with marl and s
i
- r�- anon Barber Street Sta 12+00 DED' ': stabilized sub gcle
5+0 starts South EYKI Barber and Schumann LA B__ S11880503
;20.
f�C
- 105
10C
9�
0
• TECHNICIAN-
Offices:
ECHNICIAN
Offices:
Anchorage. AK
Atlanta. GA
Baltimore. MD
Birmingham, AL
5
10
15 20
MOISTURE
CONTENT -
D.Jewell
Corporate office: Indianapolis. IN
Cincinnati. OH
Dallas. TX
Griffith. IN
Lon monL CO
g
Dayton. OH
Huntsville. AL
Lousiville, KY
Miami. FL
Denver. CO
Ft. Wayne. IN
Indianapolis. IN
Jacksonville. FL
Montgomery. AL
I
i
Il�St \r;�it10G:
AASITM T-180
115.8 ^c
._.ire
�or:ter,
8.8.
Specific Gravity
F--2.80
<-2.70
c--2.60
25
Respectfully Submitted,
ATC Ass i. to , Inc.
1Jj�, �h �C
John W. I-Lazlee.
Vice President
Raleigh. NC
Salisbury. MD Affiliates: -
Savannah. GA Atexandria. VA
Toledo. OH Chantilly. VA
Washington. DC Newport News. VA
\Nott Palm Roarh FI Norfolk. VA
ATEC Associates, Inc. CLASS A
V
1779 Canova Street. S.E.
Palm Bay, Florida 32909 REPORT
(305) 724-1273
of
• Moisture -Density Relationship
•
DATE: 4/13/88
"oject: Sebastian Highlands thzi.t #17 CLIENT# 66 Project No: 71-72-046
i
, Client= General Development Corp. WORK RELEASE# 3871-04
Jo t e r i o l Description: Brown sand with marl and shell
i
Scrapie Location' Barber Street Sta 34+00 C/L
0+0 starts -South End Barber and Sclnimann
14C
13f
12C
DEPTH: stabilized subgrade
LAB# SH880488
i
115'
0
5
• TECHNICIAN:
15 20
J.McKerma
Offices:
Cincinnati, OH
Anchorage, AK
Dallas, TX
Atlanta, GA
Dayton, OH
Baltimore, MD
Denver. CO
Birmingham, AL
Ft. Wayne. IN
Chicago, IL
I
Gaitherburg, MD
ESSEN
115'
0
5
• TECHNICIAN:
15 20
J.McKerma
Offices:
Cincinnati, OH
Anchorage, AK
Dallas, TX
Atlanta, GA
Dayton, OH
Baltimore, MD
Denver. CO
Birmingham, AL
Ft. Wayne. IN
Chicago, IL
I
Gaitherburg, MD
10
15 20
MOISTURE
CONTENT-
Corporate Off Ice: Indianapolis. IN
Griffith, IN
Longmont, CO
Huntsville. AL
Lousiville. KY
Indianapolis, IN
Miami. FL
Jacksonville, FL
Montgomery. AL
Lexington. KY
Nashville, TN
(Test Meth^;c-:
I AASHTO T-180
i
1MoxImum Dr;
1 Densi; y:
125.1
ioplimum
Content:
1 8.8
f
Specific Grovity:
2.80
<-2.70
c-2.60
25
Respectfully Submitted,
ATEC Assoc't Inc.
ohn W. Harllee P. E.
Vice President
Raleigh, NC
Salisbury. MD Affiliates:
Savannah, GA Alexandria. VA
Toledo, OH Charudy. VA
Washington, DC Nev=n News. VA
West Palm Beach, FL Nordolk VA
ATEC Associates, Inc.
1779 Canova Street. S.E.
•
I •
Palm Bay. Florida 32909 REPORT
(305) 724-1273 of
Moisture -Density Relationship
CLASS A
4/13/88
Project: Sebastian Highlands Unit #17 CLIENT# 66 Project N o : 71-72-046
Client:
General Development Corp. WORK RELFA.SE # 3871-04
�I o' e r i o I D e s c r i p t i o n: Dark brown sand with marl and shell
Sn-mnie + ecation: Barber Street Sta 38+00 R/S DEPlIH: stabilized subgrade
4
I
IAB# SH880489
120
K61
loc
95
0
5 10 15 20
MOISTURE CONTENT-
• TECINICIAN: J.McKenna
Corporate office: Irdanapolis. IN
Offices:
Anchorage, AK
Cincinnati, OH
Dallas. TX
Griffith, IN
I I I
Atlanta,
� �•' ��
I I
MiamLousi,i FLle.
Miami, FL
e.
Baltimore. MO
Birmingham. AL
FL Wayne, IN
Jacksonville, FL
Mont om e AL
Montgomille. TN
Chicago. IL
Gaitherburg, MD
Lexington, KY
I
l
! I I\
1
' I �
i I\ I
�•. I
j + i I
I
; l i
I �•� I
i i i
I
I i l I 9
\ i\
►:Illi II
II
�� I
'j I
III
I iilll
�II
1111
I I
III
I I
i i
1
I I I
I I
I
I I
95
0
5 10 15 20
MOISTURE CONTENT-
• TECINICIAN: J.McKenna
Test NlethoC;=
AASIM T-180
1 rVioxi tum i.:r
Density
116.8
I
!Oplimun t N'',..._. re
I Conten.:
8.8
0
Specific Grovity:
2.80
<-2.70
C---2.60
25
Respectfully Submitted,
A AssZrat ►,Inc .
I
ohn lle"P.E.
Vice President
Raleigh, NC Affiliates:
Alexandria. VA
Savannah, GA Chantilly. VA
Washingttoon, DC
Toledo, Newport News. VA
West Palm Beach, FL Norfolk. VA
Corporate office: Irdanapolis. IN
Offices:
Anchorage, AK
Cincinnati, OH
Dallas. TX
Griffith, IN
Longmont. CO
g
KY
Atlanta,
Dayton, OH
y
Denver, CO
Huntsville, AL
Indianapolis. IN
p
MiamLousi,i FLle.
Miami, FL
e.
Baltimore. MO
Birmingham. AL
FL Wayne, IN
Jacksonville, FL
Mont om e AL
Montgomille. TN
Chicago. IL
Gaitherburg, MD
Lexington, KY
Test NlethoC;=
AASIM T-180
1 rVioxi tum i.:r
Density
116.8
I
!Oplimun t N'',..._. re
I Conten.:
8.8
0
Specific Grovity:
2.80
<-2.70
C---2.60
25
Respectfully Submitted,
A AssZrat ►,Inc .
I
ohn lle"P.E.
Vice President
Raleigh, NC Affiliates:
Alexandria. VA
Savannah, GA Chantilly. VA
Washingttoon, DC
Toledo, Newport News. VA
West Palm Beach, FL Norfolk. VA
ATEC Associates, Inc.
VV ; 79 Canova Street. S.E
Palm Bay.=lorida 32909—�C f
• (305) 724-;273 �' r
of
IMoisIure-DensiIy F?eIaiions�is.
� 0
CLASS A
DATE: 3/19/88
j '-oject: Sebastian Highlands ULIP-N1=1 66 Project No:i
71-72-046
Cient: General Development Corp. G'OK RELEASE#, 3871-04
::ateria: Descri pticn: Dark brown sand with marl and shell
=mple Lecciti=r Barber Street Sta 50+00 R/S DE?TH:
Stab-ilized Sub.
LAB- SH880303
12
11
0 5 10 15
MOISTURE CONTENT-
Technician:
ONTENT-Technician: D.Lewis/J.McKenna
20
lest ilie" _
AASM T-180
:D=
120.8
i
i
Content•
I
l 9.7
Specific Gra ily"
2.80
<-- 2.7 0
c-2.60
25
Respectfully Submitted,
ATEC Associates, Inc.
(.cJ
6;jtri 1 Harllee, P.E.
Vice President
Raleigh. NC
Salisbury, MD Affiliates:
Savannah. GA Alexandria. VA
Toledo, OH Charg&y. VA
N~, VA
Corporate Office: Indianapolis. IN
Offices:
Cincinnati, OH
Anchorage, AK
Dallas, TX
Griffith. IN Longmont. CO
Atlanta, GA
Dayton, OH
Huntsville, AL Lousiville, KY
Baltimore, MD
Ai—innh— Al
Denver, CO
L. W.— IM
Indianapolis, IN Miami, FL
CI \A—f--.— I
20
lest ilie" _
AASM T-180
:D=
120.8
i
i
Content•
I
l 9.7
Specific Gra ily"
2.80
<-- 2.7 0
c-2.60
25
Respectfully Submitted,
ATEC Associates, Inc.
(.cJ
6;jtri 1 Harllee, P.E.
Vice President
Raleigh. NC
Salisbury, MD Affiliates:
Savannah. GA Alexandria. VA
Toledo, OH Charg&y. VA
N~, VA
•
•
ATEC Associates, Inc. CSS A
1779 Canova Street. S -E -
VV Palm Bay. Florida 32909 RrEPOR
(305) 724-1273
Li
Moisture - Density Relationship
_mDle Location: Barber Street Sta 58+00 C/L DEPTH: Stabilized Subgrade
SH880306
[[i
`test
A -S= T-180
Dens:
112.8 Pc
0Dti7n_ .. `:: ._. re
omen;
�v
9.3
Specific Grovity:
F-2.80
<-2.70
2.60
0
5
DATE:
3/19/88
P-oj,ct.
Sebastian Highlands
CLIENT# 66 Project No:
71-72-046
CONTENT- %
Respectfully Sulmitted,
C;ient:
General Development Corp.
i.40Fv RELEASE #
3871-04
i
td; r i a I
Description: Light brown grayish
sand with traces of marl and
shell ;
l
_mDle Location: Barber Street Sta 58+00 C/L DEPTH: Stabilized Subgrade
SH880306
[[i
`test
A -S= T-180
Dens:
112.8 Pc
0Dti7n_ .. `:: ._. re
omen;
�v
9.3
Specific Grovity:
F-2.80
<-2.70
2.60
0
5
10
15 20
25
MOISTURE
CONTENT- %
Respectfully Sulmitted,
TEC As is es, Inc.
TECHNICIAN:
D.Lew��s/J .Mckenna
6eW. ee E.
Vice President
Corporate Office: Indianapolis. IN
Raleigh. NC
Offices:
Anchorage. AK
Cincinnati, OH
Dallas, TX
Griffith, IN
Longmont. CO
Salisbury. MO Affiliates:
ry' Alexandria. VA
Savannah. GA
Atlanta, GA
Dayton, OH
Denver, CO
Huntsville, AL
Indianapolis, IN
Lousiville, KY
Miami, FL
Toledo, OH Chantilly. VA
Newport News. VA
Baltimore, MD
Birmingham, AL
FL Wayne, IN
Jacksonville, FL
Montgomery. AL
Nashville, TN
Washington. DC
West Palm Beach, FL Norfolk. VA
Chicago, IL
Gaitherburg. MD
Lexington, KY
Consulting Geotechrkal / Materials Engineers. and Environmental Scientists
A,TEG Associates, Inc.
VV.779 Canova Street. S E. --
:'alm Day. F!cr!da 3?909 JLDC,'
'305; 724-1.273
• Oi
jM01SIUr e-Del.sily CIat-oi?s� !r.
Y
� 0
I,A. :- A
DATE: 3/19/88
I P: oJec?'
Sebastian Highlands CLIENT# 66 Project No
71-72-046
nx
General Development Corp. WORK RELEASE# 3871-04
:xeric D e s c r i D' i o n: Medium tan sand with marl and shell
Barber Street Sta 63+00 C/L BES 1- Stabilized Sub.
LAB# SH880307
j ( \ AASH'I0 T-=80
E \\ —
1
4 \, icX;M
' 125.0
130 _ e
i ���
i I i Conk..,
f 1 i I j i i
9.1
I i ,
- 125; I
ASpecific �Gre-.
��-2.80
12
11
0 5 10 15 20
MOISTURE CONTENT - %
TECHNICIAN: D.Lewis/J.McKenna
<-2.70
<-2.60
25
Respectfully Submitted,
AC Associates, Inc.
W 364 aj
�Jt-
ohn W. Harllee, P.E.
Vice President
Raleigh, NC
Salisbury, MD Affiliates:
Savannah, GA Alexar%=`a VA
Toledo, OH Chang•, VA
Washingtop,_ DC __ Newport News. VA
Corporate Office: »1anapol s. IN
Offices:
Cincinnati, OH
Anchorage, AK
Dallas, TX
Griffith, IN
Longmont. CO
Atlanta. GA
Dayton. OH
Huntsville. AL
Lousiville, KY
Baltimore, MD
Denver, CO
Indianapolis, IN
Miami, FL
Birmingham, AL
Ft. Wayne, IN
Jacksonville, FL
Montgomery, /
<-2.70
<-2.60
25
Respectfully Submitted,
AC Associates, Inc.
W 364 aj
�Jt-
ohn W. Harllee, P.E.
Vice President
Raleigh, NC
Salisbury, MD Affiliates:
Savannah, GA Alexar%=`a VA
Toledo, OH Chang•, VA
Washingtop,_ DC __ Newport News. VA
ATEC Associates, Inc.
vy1779 Canova Street, S.E.
Palm Bay. Florida 32909 =cCEPGR
(305) 724-1273
O
• Moisture -Density Relationship
•
r
CLASS A
DATE: 3/19/88
oject Sebastian Highlands CLIENT# 66 Project No: 71-72-046 I
Client: General Development Corp. WORK RELEASE# 3871-04
oterial Description: Brown sand with marl and shell
cr^ple Location, Barber Street Sta 52+00
140
135
12(
DEPTH:Stabilized Sub.
LAB,,SH880308
11 5 INI
0 5 10 15 20
MOISTURE CONTENT -
TECHNICIAN: D. Lewis /J. McKenna
Corporate Office: Indianapolis. IN
Offices:
Cincinnati, OH
Anchorage. AK
Dallas. TX
Griffith, IN
Longmont. CO
!\i
Dayton. OH
Huntsville. AL
Lousiville, KY
Baltimore, MD
Denver, CO
Indianapolis, IN
Miami, FL
Birmingham, AL
Ft. Wayne, IN
Jacksonville. FL
Montgomery, AL
Chicago, IL
Gaitherburg, MD
Lexington, KY
Nashville, TN
MI;; I
TTI
II
1 1 i
'I
II
I
1
11
i
I 'II
I
!
11 5 INI
0 5 10 15 20
MOISTURE CONTENT -
TECHNICIAN: D. Lewis /J. McKenna
!Tess Nllefhcc:
AASHIO T-180
Dans.
122.0
Comer :
i
j 8.4
,o
Specific Gravity:
—2.80
<-2.70
<--2.60
25
Respectfully Submitted,
ATEC As is es, Inc.
r lee, .E.
Vice President
Raleigh, NC
Salisbury. MD Affiliates:
Savannah, GA Alexandria. VA
Toledo, OH Chantilly. VA
Washington, DC Newport News. VA
West Palm Beach, FL Norfolk VA
Corporate Office: Indianapolis. IN
Offices:
Cincinnati, OH
Anchorage. AK
Dallas. TX
Griffith, IN
Longmont. CO
Atlanta, GA
Dayton. OH
Huntsville. AL
Lousiville, KY
Baltimore, MD
Denver, CO
Indianapolis, IN
Miami, FL
Birmingham, AL
Ft. Wayne, IN
Jacksonville. FL
Montgomery, AL
Chicago, IL
Gaitherburg, MD
Lexington, KY
Nashville, TN
!Tess Nllefhcc:
AASHIO T-180
Dans.
122.0
Comer :
i
j 8.4
,o
Specific Gravity:
—2.80
<-2.70
<--2.60
25
Respectfully Submitted,
ATEC As is es, Inc.
r lee, .E.
Vice President
Raleigh, NC
Salisbury. MD Affiliates:
Savannah, GA Alexandria. VA
Toledo, OH Chantilly. VA
Washington, DC Newport News. VA
West Palm Beach, FL Norfolk VA
•
U
ATEC Associates, Inc. CLASS A
VV1779 Canova Street. S.E.
Palm Bay, Florida 32909 �,
(305) 724-1273 C P C R
O
Moisture - Der:sity Relationship
DATE: 3/19/88
=-oject: Sebastian Highlands CLIENT# 66 Project NO: 71-72-046
�ient: General Development Corp. WORK RELEASE# 3871-04
j',o;eriol Description: Tan sand with marl and shell
=' ^p1e Location: Barber Street Sta 54+00 11/s DEPTH: Stabilized Sub,
LAB# SH880309
14C
13f
12(
115
I 0 5 10 15 20
MOISTURE CONTENT - %
TECHNICIAN: D.Lewis /J.McKenna
Corporate Office: Indianapolis. IN
Offices:
I 1 I
Anchorage, AK
Dallas, TX
Griffith, IN
Longmont, CO
Atlanta, GA
Dayton, OH
Huntsville, AL
Lousiville, KY
Baltimore. MD
Denver, CO
Indianapolis, IN
Miami, FL
I
i
Jacksonville, FL
Montgomery, AL
Chicago, IL
Gaitherburg, MD
Lexington, KY
Nashville, TN
i I
��.
! i
V(
�
�
I
I
I I
I
i
til
I
II
.
I
IIIII
'I
i
Illi
I
!
1
115
I 0 5 10 15 20
MOISTURE CONTENT - %
TECHNICIAN: D.Lewis /J.McKenna
Tes P,i thO�:
PASHTO T-180
is axi,..,;M
D�^s_
126.0
i
vpi':''::^? ivi0(5iur�
nt,
i 8.6
,o
Specific Gravity:
2.80
<-2.70
c-2.60
25
Respectfully Submitted,
AI'EC Associates, Inc.
W As
�-J John W. Harl e P.E.
Raleigh, )Ice President
Salisbury. MD Affiliates:
Savannah, GA Alexandria. VA
Toledo, OH Chantilly. VA
Washington, DC Newpon News. VA
West Palm Beach, FL Norfolk. VA
Corporate Office: Indianapolis. IN
Offices:
Cincinnati, OH
Anchorage, AK
Dallas, TX
Griffith, IN
Longmont, CO
Atlanta, GA
Dayton, OH
Huntsville, AL
Lousiville, KY
Baltimore. MD
Denver, CO
Indianapolis, IN
Miami, FL
Birmingham, AL
Ft. Wayne, IN
Jacksonville, FL
Montgomery, AL
Chicago, IL
Gaitherburg, MD
Lexington, KY
Nashville, TN
Tes P,i thO�:
PASHTO T-180
is axi,..,;M
D�^s_
126.0
i
vpi':''::^? ivi0(5iur�
nt,
i 8.6
,o
Specific Gravity:
2.80
<-2.70
c-2.60
25
Respectfully Submitted,
AI'EC Associates, Inc.
W As
�-J John W. Harl e P.E.
Raleigh, )Ice President
Salisbury. MD Affiliates:
Savannah, GA Alexandria. VA
Toledo, OH Chantilly. VA
Washington, DC Newpon News. VA
West Palm Beach, FL Norfolk. VA
ATEC Associates Inc.
V 1779 Canova Street, S.E.
Palm Bay, Florida 32909 REPORT
(305) 724-1273 of
• Moisture - Density ReluI1011ship
•
CLASS A
nA' , 2/26/88
Project! Sebastian Hi hlands CLIENT# 66 Project No: 71-72-046
Client: General I)-evelopiTent Corp. WORM. RELEASE # 3871-04
Material Description: Tan sand with marl and shell
MOISTURE
Sample Location'. Barber Street Sta. 14+00 DEPTH:
LAB## SH880213
120 1
115 I I
I
110 ; ; I j
Illi
>- 105--
c
c ii ;ill
Il
100 i i l
1 I
it
.0 Ass dates Inc.
John W.
Vice president
Corporate Office: Indianapolis. IN
Raleigh, NC
Test Melhod:
AASHTO T-180
, �
� IMoximum Dry
Density:
1117.9 Pcf
1 1 1
10ptimum Moisture
Content
7.9 %
1 i
Specific Gravity:
X2.80
1 1
I C--2.60
I
Longmont. CO
9
Salisbury, MD Aexan ria,
Savannah, GA Alexandria. VA
Huntsville, AL
Huntsville,
Indiannpolis, IN
Lousiville, KY
Miami, FL
Toledo, OH Chantilly. VA
Newport News. VA
Jacksonville, FL
Montgomery, AL
Washington. DC
West Palm Beach, FL Norlotk. VA
Lexington, KY
Nashville, TN
Consuluno Geotechnical
/ Materials Engineers. and Environmental Scientists
I
Al
\
I
I'
I
i
I
I i
!l
—
�
ill
I
I
I
I
7J
0 5
• TECHNICIAN: J.McKenna
Offices: Cincinnati. OH
Anchorage, AK Dallas, TX
Atlanta, GA Dayton, OH
Baltimore. MD Denver. CO
Birmingham, AL Ft. Wayne. IN
Chicago, IL Gaitherburg, MD
10
15 20
25
MOISTURE
CONTENT- %
P.espectfully Submitted,
.0 Ass dates Inc.
John W.
Vice president
Corporate Office: Indianapolis. IN
Raleigh, NC
IN
Longmont. CO
9
Salisbury, MD Aexan ria,
Savannah, GA Alexandria. VA
Huntsville, AL
Huntsville,
Indiannpolis, IN
Lousiville, KY
Miami, FL
Toledo, OH Chantilly. VA
Newport News. VA
Jacksonville, FL
Montgomery, AL
Washington. DC
West Palm Beach, FL Norlotk. VA
Lexington, KY
Nashville, TN
Consuluno Geotechnical
/ Materials Engineers. and Environmental Scientists
ATEC ►ssociates, tract.
1779 Canova Street, S.E.
K]
•
Palm Bay, Florida 32909 REPORT
(305) 724-1273 of
Moisture -Density Relationship
CLASS A
nA`T'17. 2/2.5/88
Project! Sebastian Highlands CI,IENF# 66 Project N o : 71-72-046
Client: General Developmet Co WORK RELEASE # 3871-04
Material Description : Tan and reddish brown sand with
Sample Location' Various Areas on site DEPTH:
IAB# SF.880214
120 I I
i
i i t I
115
Lr ! '
110
V); I
I
>- 105
j I
loo I I I I
j
I I I
I
Test Method:
I AASHTO T-99
I i
(Maximum Cry
Density
i l i 104.5 pcf 1
(Optimum IVioisture
Content:
I 11.5
IIS .
Specific Gravity:
1► 1�-2.80
<-2.70
c--2.60
\\�
i
•\
l
i
'
i
I
iii
I
_1
III
I
I_! I
I
I
I
i
Jv0 5 10 15 20 25
MOISTURE CONTENT- % Respectfully Submitted,
AT ,C Assgc'a Bess,, Inc.
R.Baile J.McKenna ohn W `Ha lee Y.E.
• TECHNICIAN: Y
Vice President
Offices: Cincinnati, OH
Corporate Office: Indianapolis. IN Raleigh, NC
Salisbu MD Affiliates:
Anchorage, AK Dallas, TX Griffith, IN Longmont, CO ry' Alexandria. VA
Dayton, OH Huntsville. AL Lousiville, KY Savannah, GA Chantilly. VA
Atlanta, GA Y Toledo, OH
Baltimore, MD Denver, e, Indianapolis, IN Miami, m Washington. DC New
News. VA
Birmingham, AL Ft. Wayne, IN Jacksonville, FL Montgomery, AL g Norlolk. VA
Chicago, IL Gaitherburg, MD Lexington, KY Nashville, TN
West Palm Beach, FL
Consulting Geotechnical / Materials Engineers. and Environmental Scientists
ATE Associates, Inc. CLASS A
VY1779 Canova Street, S.E.
Palm Bay, Florida 32909 REPORT
(305) 724-1273
• of
Moisture- Density Relationship
Project:
LlLa/00
Sebastian Highlands CLIENT# 66
Project No: 71-72-046 i
Client:
General Development Corp. WORK RELEASE# 3871-04
Ntoterial
Description: Med. tan sand with marl and shell
I
I
I
Sample
Barber St. Sta. 26+00 R/S
Location• DEPTH:
L LAB# SH880215
141
13.
12C
J I
Longmont, CO
0
5
• TECHNICIAN:
I
Offices:
I\
Anchorage, AK
Dallas, TX
Atlanta, GA
Dayton, OH
Baltimore, MD
Denver, CO
Birmingham, AL
Ft. Wayne, IN
Chicago, IL
Gaitherburg, MD
i
FLLI4=,
II
i
I F
__
' I
!-17
i
l
115
Longmont, CO
0
5
• TECHNICIAN:
D.Lewis
Offices:
Cincinnati, OH
Anchorage, AK
Dallas, TX
Atlanta, GA
Dayton, OH
Baltimore, MD
Denver, CO
Birmingham, AL
Ft. Wayne, IN
Chicago, IL
Gaitherburg, MD
10 15 20
MOISTURE CONTENT-
Corporate
ONTENT-
Corporate Office: Indianapolis. IN
Griffith, IN
Longmont, CO
Huntsville, AL
Lousiville, KY
Indianapolis, IN
Miami, FL
Jacksonville, FL
Montgomery, AL
Lexington, KY
Nashville, TN
Test Method:
AASHTO T-180
Moximum Dry ,
Density:
125.2 Pc`
Optimum lMiioisture
Content:
9.8
"° i
Specific Gravity:
2.80
<-2.70
=2.60
25
Respectfully Submitted,
TEC Associates,
W
ohn W. Harllee P.F.
Vice President
Raleigh, NC
Salisbury, MD Affiliates:
Savannah, GA Alexandria. VA
Toledo, OH Chanldly. VA
Washington, DC Newport News. VA
West Palm Beach, FL Norlolk. VA
ATEC Associates, Inc,
V 1779 Canova Street, S.E.
Palm Bay, Florida 32909 REPORT
(305) 724-1273 of
• Moisture -Density Relationship
•
CLASS A
nArM. 2/26/88
Project: Sebastian Highlands CLIENT# 66 Project No: 71-72-046
General Development Corp.Client: 1� WORK RELEASE # —OZL
Material Description: Med. tan sand with marl and shell
MOISTURE
Sample Location- Barber Street Sta. 20+00 DEPTH:
LAB## SH880216
120 I I I
i
115
I
i 1 l l ! 1 1
I10
lJ
0 I I
>- 105
I 1 I
1I
1 I I
1001 1 1 1 1
I I
14 1 11 1
Associ to Inc.
J�ATTC
Har ee P.
Vice President
I Test Method:
1 1 !! AASHTO T-180
,
Maximum Dr;
Density:
I
l l 11119.8 pcf
(Optimum Moisture
Content:
°
I Specific Gravity:
i t ! F-2.60
<— 2.7 0
c-2.60
Ll
Raleigh, NC
Griffith, IN
Longmont. CO
g
Salisbury, MD Affiliates:
Savannah, GA Alexandria. VA
Huntsviiie, AL
Indianapolis. IN
Lousiville, KY
Miami, FL
Toledo, OH Chantilly. VA
Newport News. VA
Jacksonville, FL
Montgomery, AL
Nashville, TN
Washington. DC
West Palm Beach, FL Norfolk. VA
Lexington, KY
Consultlno Geotechnical
1
\d
l
I
I
I
I
1
1
1 i l
I
T
1
I
L
-1
-
-
-
__
Ill
l
1 1,
ill
I
L
I
L�
IT
:7J
0 5
• TECHNICIAN: J. -McKenna
Offices: Cincinnati, OH
Anchorage, AK Dallas, TX
Atlanta, GA Dayton, OH
Baltimore. MD Denver, CO
Birmingham, AL Ft. Wayne, IN
Chicago, IL Gaitherburg, MD
10
15 20
25
MOISTURE
CONTENT- %
Respectfully Submitted,
Associ to Inc.
J�ATTC
Har ee P.
Vice President
Corporate Office: Indlanapol'S. IN
Raleigh, NC
Griffith, IN
Longmont. CO
g
Salisbury, MD Affiliates:
Savannah, GA Alexandria. VA
Huntsviiie, AL
Indianapolis. IN
Lousiville, KY
Miami, FL
Toledo, OH Chantilly. VA
Newport News. VA
Jacksonville, FL
Montgomery, AL
Nashville, TN
Washington. DC
West Palm Beach, FL Norfolk. VA
Lexington, KY
Consultlno Geotechnical
/ Materials Engineers. and Environmental Scientists
ATEe Associates, Inc, CLASS A
1779 Canova Street, S.E.
Palm Bay, Florida 32909VNf REPORT(305) 724-1273
• of
Moisture - Density Relationship
r�
Project:
Sebastian Highlands CLIENT# 66
Project No: 71-72-046
Client:
General Development Corp. WORK
RELEASE¢# 3871-04
Material
Description: Med. brown sand with marl and shell
-
I
Birmingham, AL
I
I
Somple
Location: Sta. 08+00 Barber Street R/S
DEPTH: Subgrade
14
13.
I
12C
115
0
LAB# SH880245
El
D.Lewis
Offices:
Cincinnati, OH
Anchorage, AK
Dallas, TX
Atlanta, GA
TT
-
Denver, CO
Birmingham, AL
Ft. Wayne, IN
Chicago, IL
L _
Gaitherburg, MD
1
1
I I I
11
I
1
I �
►
I I
.
I
I I
I
,
I
1
1
I
I
1
j
1
,i
i
I I
I
I
1 1
(
i
I
'
I I
I
1
!
1
i
I
1
5 10 15 20
MOISTURE CONTENT-
TECHNICIAN:
ONTENT-
TECHNICIAN:
D.Lewis
Offices:
Cincinnati, OH
Anchorage, AK
Dallas, TX
Atlanta, GA
Dayton, OH
Baltimore, MD
Denver, CO
Birmingham, AL
Ft. Wayne, IN
Chicago, IL
L _
Gaitherburg, MD
Corporate Office: Indianapolis. IN
Griffith, IN
Longmont, CO
Huntsville, AL
Lousiville, KY
Indianapolis, IN
Miami, FL
Jacksonville, FL
Montgomery, AL
Lexington, KY
Nashville, TN
Test Method
AASFTTO T-180
I
Maximum Dry
Density:
in 9 Dc`
Optimum lvioisture
Content:
8.0 % i
Specific Gravity:
2.80
<— 2.7 0
—2.60
25
Respectfully Submitted,
A.TEC Associates
lcJ
ohn W. Harl`iee P. E.
Vice President'
Raleigh, NC
Salisbury, MD Affiliates:
Savannah, GA Alexandria. VA
Toledo, OH Chantilly. VA
Washington, DC Newport News, VA
West Palm Beach, FL Norfolk. VA
ATEC Associates, Inc. CLASS A
VV1779 Canova Street, S.E.
Palm Bay, Florida 329.'9 REPORT
(305) 724-1273
• of
Moisture -Density Relationship
nnmr..
T A RA S11880244
v
:D
Project:
Sebastian Highlands CLIENT# 66 Project No: 71-72-046
Client:
General Development Corp. WORK RELEASE## 3871-04
Material
Description: Med. brown sand with marl and shell
i
I
-�
I
I
I
Lsomple
Location: STA 4+00 Barber Street DEPTH: Subgrade
T A RA S11880244
v
:D
• TECHNICIAN:
D.Lewis
Offices:
Cincinnati, OH
Anchorage, AK
Dallas, TX
Atlanta, GA
Dayton, OH
Baltimore, MD
Denver, CO
Birmingham, AL
Fl. Wayne, IN
Chicago, IL
Galtherburg, MD
10 15 20
MOISTURE CONTENT-
Corporate Office: Indianapolis. IN
Griffith, IN
Longmont, CO
Huntsville, AL
Lousiville, KY
Indianapolis, IN
Miami, FL
Jacksonville, FL
Montgomery, AL
Lexington, KY
Nashville, TN
ITest Method
AASHTO T-180
I
(Maximum Dry
Density:
125.2 C C f
I
Optimum IVioisture
Content:
! 8.1 %
Specific Gravity:
2.80
<-2.70
—2.60
25
Respectfully Submitted,
ATEC Asso fates, Inc.
LOU
ohn W. HarlleeP.E.Vice President_
Raleigh, NC
Salisbury, MD Affiliates:
Savannah, GA Alexandria. VA
Toledo, OH Chantilly. VA
Washington, DC Newport News, VA
West Palm Beach, FL Norfolk. VA
ATEC Associates, Inc. CLASS A
V 1779 Canova Street, S.E.
Palm Bay, Florida 32909
(305) 724-1273 REPORT
. O
Moisture -Density Relationship
� 0
nnmr.. '11918A
Project:
Sebastian Highlands Unit #17 CLIENT# 66 Project No: 71-72-046
Client:
General Development Corp.pme - WORK RELEASE# 3871-04
Material
Description: Med. brown sand with marl and shell
_
I
I
I
I
j Sample
Location: Barber Street Sta. 6+00 L/S DEPTH: Subgrade
14,
13.
12C
115
0
LAB# SH880265
5 10 15 20
MOISTURE CONTENT-
0
ONTENT-
• TECHNICIAN: D.Lewis
Corporate Office: Indianapolis. IN
Offices:
Cincinnati, OH
Anchorage, AK
Dallas, TX
r�
Longmont, CO
Atlanta, GA
Dayton, OH
Huntsville, AL
Lousiville, KY
Baltimore, MD
Denver, CO
Indianapolis, IN
Miami, FL
Birmingham, AL
Ft. Wayne, IN
Jacksonville, FL
Montgomery. AL
Chicago, IL
Gaitherburg, MD
Lexington, KY
Nashville, TN
I
I
i
J
I
I
j
�
I
I I i
I
I i
•� I I
I
1
I
I
i t
I IT
I
I
5 10 15 20
MOISTURE CONTENT-
0
ONTENT-
• TECHNICIAN: D.Lewis
Test Method:
AASHTO T-180
I
Maximum Dry
Density:
125.7
pcf
I
I
Optimum Moisture
Content:
l 8.8
io i
Specific Gravity:
2.80
<-2.70
c-2.60
25
Respectfully Submitted,
ATEC Associates, Inc.
590�nW-'%�*eeP.F.
Vice President
Raleigh, NC
Salisbury, MD Affiliates:
Savannah, GA Alexandria. VA
Toledo, OH Chantilly. VA
Washington, DC Newport News. VA
West Palm Beach, FL Norfolk. VA
Corporate Office: Indianapolis. IN
Offices:
Cincinnati, OH
Anchorage, AK
Dallas, TX
Griffith, IN
Longmont, CO
Atlanta, GA
Dayton, OH
Huntsville, AL
Lousiville, KY
Baltimore, MD
Denver, CO
Indianapolis, IN
Miami, FL
Birmingham, AL
Ft. Wayne, IN
Jacksonville, FL
Montgomery. AL
Chicago, IL
Gaitherburg, MD
Lexington, KY
Nashville, TN
Test Method:
AASHTO T-180
I
Maximum Dry
Density:
125.7
pcf
I
I
Optimum Moisture
Content:
l 8.8
io i
Specific Gravity:
2.80
<-2.70
c-2.60
25
Respectfully Submitted,
ATEC Associates, Inc.
590�nW-'%�*eeP.F.
Vice President
Raleigh, NC
Salisbury, MD Affiliates:
Savannah, GA Alexandria. VA
Toledo, OH Chantilly. VA
Washington, DC Newport News. VA
West Palm Beach, FL Norfolk. VA
ATE C-- Associates, lnc.
1779 Canova Street. S.E.
palm Bay. Florida 32909 RF___POR,
(305) 724-1273 0f
• MojsI,ure-Density ReialIon ship
•
U
CLASS A
3/19/88
Project: Sebastian Highlands CLIENT# 66 Project No 71-79-046
Client: General Development Corp. WORK RELEASE # 3871-0Yl.
,NloterioI Description: Tan sand with traces of marl and shell
S^mple ! ecation_ Barber Street Sta 62+00 R/S DE'PP-1: Stabilized Subgrade
120
L,AB# SH880305
>- 105
000
;Test Mettlo
AASHIM T-180
'MOXImum
Density:
111.8
i0pIITUrP, V; :re
•omen=:
8.3
Specific Grc:ii .i:
F-2.80
<-2.70
<-2.60
95
0
5
10
15 20
25
MOISTURE
CONTENT - %
Respectfully Submitted,
ATEC Asso 'ate�1, Inc.
n
D.Lewis/J.McKenna
Jof n�'VN44 ee
TECHNICIAN:
Vice President
Corporate Office: Ind-anapolis. IN
Raleigh. NC
Offices:
Anchorage. AK
Cincinnati. OH
Dallas, TX
Griffith, IN
Longmont. CO
Salisbu MD Affiliates:
ry Alexanoria. VA
Savannah. GA
Atlanta, GA
Dayton. OH
Denver, CO
ille• AL
Huntsville.
Indianapolis. IN
p
Lousiville, KY
Miami, FL
Toledo, OH Chan.*y. VA
Newport News. VA
Baltimore. MD
Birmingham. AL
FL Wayne. IN
Jacksonville. FL
Montgomery, AL
Nashville, TN
Washin ton. DC
West ngtoPalm Beach, FL Norlok VA
Chicago. IL
Galtherburg, MD
Lexington. KY
''
Consulting Geotechr ical % Materials Engineers. and Enviromwial Scientists
ATEC Associates, Inc,
1779 Canova street. s L.
Palm Bay. F!orida 32909 r�
• (305) 724-1273 17- i
of
�lmois !re -Density ReIatIon siiip
1n
u
DATE: 3/19/88
h Froject: Sebastian Highlands CLIENTr
66 orcjec No-. 71-72-04
C`ient: General Development Corp. 1,40RK RELEASE'S �.
3871-C-
Nloteriol Description: Broom sand with marl and shell
rrto l e ! cc a t i -: n : Barber Street Sta 56+CC R/S
14
DEPTH: Stabilized Sub.
LAB= SH880304 ---
12
11
0
5 10 15 20
MOISTURE CONTENT - %
Technician: D.Lewis /J.McKenna
Offices:
Cincinnati. OH
Anchorage. AK
Dallas. TX
Atlanta. GA
Dayton. OH
Baltimore. MD
Denver. CO
Birmingham. AL
FL Wayne. IN
Corporate Office: Indianapolis. IN
Griffith. IN Longmont, CO
Huntsville. AL Lousiville. KY
Indianapolis. IN Miami. FL
Jacksonville. FL Montgomery. A
C•_nic ,
8.9
Specific Grov1:7y:
-2.80
<-2.70
<-2.60
25
Respectfully Submitted,
fO-C Asn W. Harllee, P.F.
Vice President
Raleigh. NC
Salisbury. MD Affiliates:
Savannah. GA AleQ-VA
Toledo. OH thanbk-. VA
Washington. DC Newport Ne"s. VA
ATEC Associates, Inc.
V 1779 Canova Street, S.E.
palm Bay. Florida 32909 ^^D
KCS � i
• (305) 724-7273 of
Moisture -Density Relationship
n
U
CLASS A
nATp• 2/116/88
Project!
Port Malabar
CLTENr# 66 Project NO: 71-72-045..
Client:
General Development Corp.
WORK RELEASE # 3871-04
Material
Description: Light gray sand
with marl and Traces Q£ shell
l
_
j Sample
Location Lot 20 Blk 2893
DEPT?:
LAB= PM880171
120
(1;
z
105
00
or
0
5 to 15 20
MOISTURE CONTENT- %
TECHNICLAUY: J. McKenna
Offices:
Cincinnati. OH
Anchorage. AK
Dallas, TX
Atlanta. GA
Dayton. OH
Baltimore. MD
. . ..
Denver. CO
-. .,,,....
Corporate office. Indianapolis. IN
Griffith. IN
Longmont. CO
Huntsville. AL
Lousiville. KY
Indianapolis. IN
Miami. FL
ia��cnr.villy F!
Montoomerv, AL
1
(Test Mlethcc.
AASHTO T-99
i"Viioximum Dr'}
I
Densi y:
108.9 �c
i
!oDtimum 1%ici_..:re
Content:
' 10.5
,o
Specific Gravity:
F-2.80
2.7 0
c--2.60
25
Raleigh. NC
Salisbury. MD
Savannah. GA
Toledo. OH
Washington, DC
Affiliates:
Alexandra. VA
Chantilly. VA
Newport News. VA
n
U
130
125
120
115
t�
LU 110
D
}
fY
105
100
fly
90
85
60 L
0
ATEC Associates, Inc. MOISTURE DENSITY
vz%«c.*fQia RELATIONSHIP
1190 Hoye$ Indushiol ortve, N.E
"Acne"°• Georo'o 30062
40•:-427.9450 (Proctor Method)
Project SABASTIAN HIGHLANDS W.R. 3871-04
Our Project No. 70-72007 Date 9/02/87
Material DARK BROWN & GRAY SAND W/T ROOTS
Location LOTS 25 THRU 32 BLOCK 451
Depth Elev.
Test Method AASHTO T-99
Maximum Dry Density 1 OE_• 0 nct PROCTOR No.
Optimum Moisture Content 10. 2 %
Natural Moisture LAB SH870387
TECHNICIANS: D. LEWIS
J. TAYLOR
MATERIAL CAME FROM POND #7
u�:)� 4Qee
SPECIFIC GRAVITY
,,-2.40
,.,,-2-70
,,-2.60
5 10 15 20 25 30 35 40
MOISTURE CONTENT - %
0
•
•
145
140
135
130
125
100
95
s0
CLASS A
ATEC Associates, Inc. MOISTURE DENSITY
Vacerola RELATIONSHIP
1190 Hayes industrial Drive. N.E.
kkme"a. Georgia 30062 (Proctor Method)
4D4-427-9456
Project SABASTIAN HIGHLANDS
Our Project No. 70-72007 Date 9/08/87
Material LIGHT BROWN AND TAN SAND W/TRACES OF MARL
Location POND 7
Depth Elev.
Test Method AASHTO T-99
Maximum Dry Density 111.0 pcf PROCTOR No.
Optimum Moisture Content 11 .0 %
Natural Moisture —%
LAB lISH870400
CLASS A
TECHNICIANS: J. TAYLOR
D. LEWIS
SRECIFIC GRAVITY
�— Zoo
,,,--2.70
,-2.60
5 10 15 20 25 30 35 40
MOISTURE CONTENT - %
ATEC Associates, Inc,
V 1779 Canova Street. S.E.
Palm Bay, Florida 32909 RE nU R T
(305) 724-1273 of
• Moisture- Density Reiuiionship
•
I 0
CLASS A
„Arr'V . 2/2.6/88
Project! Sebastian Highlands CLIENT# AA Project No: 71-72-046
Client : �Corp.General Development Co WORK RELEASE # 3871-04
M a t e r i a l Description: Tan sand with marl and shell
Raleigh, NC
Sample Location'. Barber Street Sta. 14+00 DEPTH:
LAI3# SH880213
120
I
• I i
115
110 I I
I
>- 105 !
1
i T-
1001
II II
Griffith, IN
Longmont, CO
Salisbury, MD
Savannah, GA
Alexandria. VA
Alexandria.
Atlanta, GA
Gayton, OH
Huntsville, AL
Indiannpolis, IN
Lousiville, KY
Miami, FL
I I (Test Vielho�-J:
I i
AASHTO T-180
iiOx mum Dry
Density:
I
117.9 pcf
I !Optimum Alois°ure
I I (Conten;
7.9 °
/°
I Specific Gravity:
<— 2.7 0
l I c-2.60
Chantilly. VA
Newport News. VA
Baltimore, MD
Birmingham, AL
Denver, CO
Ft. Wayne, IN
Jacksonville, FL
Montgomery, AL
Washington, DC
g
West Palm Beach, FL
Norfolk. VA
Chicago, IL
Gaitherburg, MO
Lexington, KY
Nashville, TN
I
i I
Consulana Geotechnical
/ Materials Engineers, and Environmental Scientists
�FF—i
- 1
!
V
I
I
I
_
I
I
I
I
i
\�
--�--
I
JJ0 5 10 15 20 25
MOISTURE CONTENT- % P.espectfully Submitted,
ATF As(sooc�c' tes, Inc.
TECHNICIAN: ohn ._Ha e
J.McKenna Vice President
Corporate Office: Ind,anapolis. IN
Raleigh, NC
Offices:
Anchorage, AK
Cincinnati, OH
Dallas, TX
Griffith, IN
Longmont, CO
Salisbury, MD
Savannah, GA
Alexandria. VA
Alexandria.
Atlanta, GA
Gayton, OH
Huntsville, AL
Indiannpolis, IN
Lousiville, KY
Miami, FL
Toledo, OH
Chantilly. VA
Newport News. VA
Baltimore, MD
Birmingham, AL
Denver, CO
Ft. Wayne, IN
Jacksonville, FL
Montgomery, AL
Washington, DC
g
West Palm Beach, FL
Norfolk. VA
Chicago, IL
Gaitherburg, MO
Lexington, KY
Nashville, TN
Consulana Geotechnical
/ Materials Engineers, and Environmental Scientists
ATEC Associates, Inc.
1779 Canova Street, S.E.
Palm Bay, Florida 32909 REPORT
(305) 724-1273 of
MoisIure-Density Relationship
•
CLASS A
„ArT,r, 2/26/88
Project: Sebastian Highlands CLIENT# 66 Project No: 71-72-046
General Develo . nt
Client : F� Corp.rP• WORK RELEASE # �
Material Description: Med. tan sand with marl and shell _--
Anchorage, AK
Sample Location: Barber Street Sta. 20+00 DEPTH:
IAB;=-,' SH880216
120
'Test
IViethold:
Baltimore. MD
Denver, CO
Birmingham, AL
FL Wayne. IN
Chicago, IL
Galtherburg, MD
Raleigh, NC
Griffith, IN
Longmont, CO
Salisbury. MD Mexa oris.
y' Alexandria. VA
Savannah, GA
Huntsville, AL
Indianapolis, IN
Lousiville, KY
Miami, FL
Toledo, OH Chantilly. VA
Newport News. VA
Jacksonville, FL
Montgomery. AL
y'ille,
Washington, DC
West Palm Beach, FL Norfolk. VA
Lexington, KY
v TN
Nashv
AASI ATO T-180
Consult+no Geotechnical
/ Materials Engineers. and Environmental Scientists
!maximum Dr}
Densi',Y'
119.8 pcf
110 I
; !Optimum 1\11ois:ure
Content
9.9
I I
I
I
r\ I\
I
V')
W i !'
>- 105
r ! i i
I
I I
roc I I
/0
' ! I I I Specific Gravity:
,
��-2.80
I I <-2.70
c--2.60
I
I
II
I
I
I
_
_I
I
I
JJ
0 5
• TECHNICIAN: J.McKenna
Offices:
Cincinnati, OH
Anchorage, AK
Dallas, TX
Atlanta, GA
Dayton, OH
Baltimore. MD
Denver, CO
Birmingham, AL
FL Wayne. IN
Chicago, IL
Galtherburg, MD
10
15 20
25
MOISTURE
CONTENT - %
Respectfully Submitted,
TE Asso 'a es Inc.
ohn .%r ee P. .
Vice President
Corporate Office: Indianapolis, IN
Raleigh, NC
Griffith, IN
Longmont, CO
Salisbury. MD Mexa oris.
y' Alexandria. VA
Savannah, GA
Huntsville, AL
Indianapolis, IN
Lousiville, KY
Miami, FL
Toledo, OH Chantilly. VA
Newport News. VA
Jacksonville, FL
Montgomery. AL
y'ille,
Washington, DC
West Palm Beach, FL Norfolk. VA
Lexington, KY
v TN
Nashv
Consult+no Geotechnical
/ Materials Engineers. and Environmental Scientists
ATEC Associates, Inc.
1779 Canova Street. S.E.
I•
•
Palm Bay. Florida 32909 REPORT
(305) 724-1273 of
Moisture- Density Relationship
CLASS A
nnq,w. 2/2.5/88
Project! Sebastian Highlands CI,IENT# 66 Project No: 71-72-046
Client: General Development Co WORK RELEASE # 3871-04
Material Description: Tan and reddish brown sand with tr se of root Fill
10
Sompl e Location- Various Areas on site DEPTH:
LAW SH880214
120
I
115
MOISTURE
CONTENT- %
Respectfully Submitted,
Test Methoc..
AASH'TO T–no
es Inc.
Asso 'gee
TECHNICIAN: R.BaIley
•
J.McKenna
Vice President
Corporate Office: Indianapolis. IN
Raleigh, NC
Offices:
Anchorage, AK
Cincinnati, OHSalisbury,
Dallas, TX
Griffith, IN
Longmont, CO
KY
MO Affiliates:
Savannah, GA Alexandria. VA
Atlanta, GA
Dayton, OH
Denver, CO
Huntsville, AL
Indianapolis, IN
Lousiville,
Miami, FL
1 7-1
Baltimore, MD
Birmingham, AL
I
Jacksonville, FL
Lexington, KY
!\ I
g Norfolk. VA
West Palm Beach, FL
Chicago, IL
Gaitherburg,
I l+ I I
�j�!I
IIi1
Consulting Geotechnical / Materials Engineers. and Environmental Scientists
lii�
IPJiaximum C•r,' �
Density:
1 04.5 p c f I
V I
110
I I
� I I I
I
I
i � I ' '• �
ptimum Ulo;s:ure
IO �
Content:
1
co
105
100
nc
11.5
Specific Gravity
<-2.70
c-2.60
I '
! 11--2.80
I
—
1
'
vv0
5
10
15 20
25
MOISTURE
CONTENT- %
Respectfully Submitted,
es Inc.
Asso 'gee
TECHNICIAN: R.BaIley
•
J.McKenna
Vice President
Corporate Office: Indianapolis. IN
Raleigh, NC
Offices:
Anchorage, AK
Cincinnati, OHSalisbury,
Dallas, TX
Griffith, IN
Longmont, CO
KY
MO Affiliates:
Savannah, GA Alexandria. VA
Atlanta, GA
Dayton, OH
Denver, CO
Huntsville, AL
Indianapolis, IN
Lousiville,
Miami, FL
Toledo, OH Newport e
Washington. DC Newport News. VA
Baltimore, MD
Birmingham, AL
FL Wayne, IN
MD
Jacksonville, FL
Lexington, KY
Montgomery, AL
Nashville, TN
g Norfolk. VA
West Palm Beach, FL
Chicago, IL
Gaitherburg,
Consulting Geotechnical / Materials Engineers. and Environmental Scientists
ATE Associates, Inc, CLASS A
VV1779 Canova Street, S.E.
Palm Bay, Florida 32909 REPORT
(305) 724-1273
G`
• Moisture -Density Relationship
nATr • 3/2/88
Project:
Sebastian Highlands Unit #17 CLIENT# 66 Project No: 71-72-046
Client
General Development Corp. WORK RELEASE# 3871-04
Material
Description: Med. brown sand with marl and shell
-- I
i
;
Somple
Location: Barber Street Sta. 6+00 L/S DEPTH: Subgrade
14(
13'
13(
12C
115
0 5
TECHNICIAN: D.Lewis
LAB#, SH880265
10 15 20
MOISTURE CONTENT- %
Corporate Office: Indianapolis. IN
T\
Cincinnati, OH
Anchorage. AK
I i
Griffith, IN
r
Atlanta, GA
Dayton, OH
Huntsville, AL
Lousiville. KY
Baltimore, MD
Denver, CO
Indianapolis, IN
Miami, Fl-
LBirmingham,
Birmingham.AL
Ft. Wayne, IN
!
III
Chicago, IL
1 �
Lexington, KY
Nashville, TN
I\IIID
I
I
i
1
�l i
1 i t
I I � I
I\,. I l 1 l i)
`I
Ii I
I
\\
I
II
I
II
'
l
i i
i
Fill
!1 1
!I
I
i
III
I
I I
HL
!
II
10 15 20
MOISTURE CONTENT- %
Test Meihcd:
AASHTO T-180
I
II`:IaX1mUm
!
i Densily:
125.7 ac;
I
;
;
loptimum ,..ci5ture
Content:
I
i 8.8
,o
Specific Gravity:
2.80
<-2.70
2.60
25
Respectfully Submitted,
ATEC Associates, Inc.
W
John W.rllee P...
Vice President
Raleigh, NC
Salisbury, MD Affiliates:
Savannah, GA Alexandria, VA
Toledo, OH Chantilly. VA
Washington, DC Newport News. VA
West Palm Beach, FL Norlo!k. VA
Corporate Office: Indianapolis. IN
Offices:
Cincinnati, OH
Anchorage. AK
Dallas, TX
Griffith, IN
Longmont, CO
Atlanta, GA
Dayton, OH
Huntsville, AL
Lousiville. KY
Baltimore, MD
Denver, CO
Indianapolis, IN
Miami, Fl-
LBirmingham,
Birmingham.AL
Ft. Wayne, IN
Jacksonville, FL
Montgomery. AL
Chicago, IL
Galtherburg, MD
Lexington, KY
Nashville, TN
Test Meihcd:
AASHTO T-180
I
II`:IaX1mUm
!
i Densily:
125.7 ac;
I
;
;
loptimum ,..ci5ture
Content:
I
i 8.8
,o
Specific Gravity:
2.80
<-2.70
2.60
25
Respectfully Submitted,
ATEC Associates, Inc.
W
John W.rllee P...
Vice President
Raleigh, NC
Salisbury, MD Affiliates:
Savannah, GA Alexandria, VA
Toledo, OH Chantilly. VA
Washington, DC Newport News. VA
West Palm Beach, FL Norlo!k. VA
L�
C�
ATEC Associates, Inc. CLASS A
V 1779 Canova Street. S.E.
Palm Bay. Florida 32909 REPORT
(305) 724-1273
0
Moisture -Density Relationship
DATE: 2/29/88
Project: Sebastian Highlands CLIENT# 66 Project No: 71-72-046
Client : General Development
P� Corp.rP• WORK REL�ASE# 3871-04
Material Description : Med. brown sand with marl and shell
i
I
I Sample Location: Sta. 08+00 Barber Street R/S DEPTH: Subgrade
i
LAB# 5;880245
14
13'
Y 12!
12C
115
Longmont, CO
Huntsville, AL
0
\
V I
D.Lewis
Offices:
Cincinnati, OH
Anchorage, AK
Dallas, TX
Atlanta, GA
Dayton. OH
Baltimore, MD
Denver, CO
E=T
Ft. Wayne, IN
Chicago; IL,
I I
,!
i
��
!
l I` i
10 1!
�.
I
;
i
1 l
•
i I I I I
I
i t
i
I!
1
r\1
I'
I
I I
I
I
I!
I
I I
i
I1
Ij
I
I
115
Longmont, CO
Huntsville, AL
0
5
TEamicim:
D.Lewis
Offices:
Cincinnati, OH
Anchorage, AK
Dallas, TX
Atlanta, GA
Dayton. OH
Baltimore, MD
Denver, CO
Birmingham, AL
Ft. Wayne, IN
Chicago; IL,
Gaitherburg, MD
10 15 20
MOISTURE CONTENT-
Corporate Office: Ind anapobs. IN
Griffith, IN
Longmont, CO
Huntsville, AL
Lousiville. KY
Indianapolis, IN
Miami, FL
Jacksonville, FL
Montgomery, AL
Lexington, KY
Nashville, TN
Test Method:
1AASHTO T-180
I
Iv)Cximum C',
Densi t y
1
123.9 �c
i
(Optimum Moisture
Content:
8.0 0%
Specific Gravity
2.80
<— 2.7 0
=-2.60
25
Respectfully Submitted,
ATEC Associates, Inc.
W
ohn W. Harllee P.E.
Vice President
Raleigh, NC
Salisbury, MD Affiliates:
Savannah, GA Alexandria. VA
Toledo, OH ChanbUy. VA
Washington, DC NewDon News. VA
West Palm Beach, FL Norfolk_ VA
ATEC Associates, Inc,
VV1779 Canova Street, S.E.
Palm Bay, Florida 32909 REPGR 1
(305) 724-1273
• O
Moisture -Density Relationship
CLASS A
DATE: 2/29/88
Project: Sebastian Highlands CLIENT# 66 Project No: 71-72-046
Client: General Development Corp. WORK RELEASE#= 3871-04
tYioterial Description: Med, brown sand with marl and shell
i
Somple Location' STA 4+00 Barber Street DEPTH: Subgrade
i LAB# S11880244
14
13.
13(
? 12'
12(
115
0
J I
I I
Corporate Office: Indianapolis. IN
Offices:
Cincinnati, OH
I I\
\FF
►
Dallas, TX
i
=111"!
Atlanta, GA
Dayton, OH
Huntsville, AL
Lousiville, KY
Baltimore, MO
Denver, CO
Indianapolis, IN
Miami, FL
Birmingham, AL
Ft. Wayne, IN
Jacksonville, FL
Montgomery, AL
Chicago)L:
Gaitherburg, MD
! I !►
Nashville, TN
i
I I
I!\I
I
I
i
,� I�
I
I
'
I
j
I
I I
I
I
\I
I ILl I A IAll
F
I l
I
II771II
I
!
I
-
i
5 10 15 20
MOISTURE CONTENT- %
0 TECHNICIAN: D.Lewis
ITest Nlellcc:
AASHTO T-180
livicXimum 7
Density:
125.2 oc;
(Optimum ., oisture
IContent:
8.1 0
Specific Grovity:
2.80
<-2.70
c-2.60
25
Respectfully Submitted,
ATEC ASS ciates, Inc.
w
John W. Harllee P.E.
Vice President
Raleigh, NC
Salisbury, MO Affiliates:
Savannah, GA Alexandria. VA
Toledo, OH Chantilly. VA
Washington, DC Newport News. VA
West Palm Beach, FL Norfolk. VA
Corporate Office: Indianapolis. IN
Offices:
Cincinnati, OH
Anchorage, AK
Dallas, TX
Griffith, IN
Longmont, CO
Atlanta, GA
Dayton, OH
Huntsville, AL
Lousiville, KY
Baltimore, MO
Denver, CO
Indianapolis, IN
Miami, FL
Birmingham, AL
Ft. Wayne, IN
Jacksonville, FL
Montgomery, AL
Chicago)L:
Gaitherburg, MD
Lexington, KY
Nashville, TN
ITest Nlellcc:
AASHTO T-180
livicXimum 7
Density:
125.2 oc;
(Optimum ., oisture
IContent:
8.1 0
Specific Grovity:
2.80
<-2.70
c-2.60
25
Respectfully Submitted,
ATEC ASS ciates, Inc.
w
John W. Harllee P.E.
Vice President
Raleigh, NC
Salisbury, MO Affiliates:
Savannah, GA Alexandria. VA
Toledo, OH Chantilly. VA
Washington, DC Newport News. VA
West Palm Beach, FL Norfolk. VA
ATEC Associates, Inc.
VV1779 Canova Street. S.E.
Palm Bay, Florida 32909 REP�F !
(305) 724-1273
of
Moisture- Density Relationship
CLASS A
DATE: 2/26/88
Project: Sebastian Highlands CLIENT# 66 Project No: 71-72-046
Client: General Development Corp. WORK RELEASE# 3871-04 i
tyloterial Descri ption: Med. tan sand with marl and shell
I
Somple Location: Barber St. Sta. 26+00 R/S DEPTH:
LAB# SH880215 —
141
13'
12C
115
0
!I
I ' !
I
I
►
Offices:
!
i
! \
Ili
1
Anchorage. AK
Dallas, TX
Griffith, IN
Longmont. CO
Atlanta, GA
Dayton, OH
Huntsville. AL
Lousiville, KY
Baltimore. MD
Denver. CO
Indianapolis, IN
Miami, FL
Birmingham, AL
Ft. Wayne, IN
Jacksonville. FL
!
! ! I
Galtherburg, MD
Lexington, KY
Nashville, TN
i
I
I I
! II I` ' !
i\ ! i I
•'
I
!
I !
I ��
I I �{
i
Il it
I
�
! !
! i
11
!
H+
I
_
5 10 15 20
MOISTURE CONTENT - %
TECHNICIAN: D.Lewis
Tes' Method:
i AASF O T-180
1
I
�Nlax!mum Grp
Density:
I
1�S
Optimum iN^oisture
Content:
9.8 ,o
Specific Grovity:
2.80
<-2.70
—2.60
25
Respectfully Submitted,
ATEC Assoc'ates, Inc.
GcJ
John W. Har eeP .. .
Vice President_
Raleigh, NC
Salisbury, MD Affiliates:
Savannah, GA Alexandria. VA
Toledo, OH Chantilly. VA
Washington, DC Newport News, VA
West Palm Beach, FL Norfolk. VA
Corporate Office: Indianapolis. IN
Offices:
Cincinnati, OH
Anchorage. AK
Dallas, TX
Griffith, IN
Longmont. CO
Atlanta, GA
Dayton, OH
Huntsville. AL
Lousiville, KY
Baltimore. MD
Denver. CO
Indianapolis, IN
Miami, FL
Birmingham, AL
Ft. Wayne, IN
Jacksonville. FL
Montgomery. AL
Chicago, IL "
Galtherburg, MD
Lexington, KY
Nashville, TN
Tes' Method:
i AASF O T-180
1
I
�Nlax!mum Grp
Density:
I
1�S
Optimum iN^oisture
Content:
9.8 ,o
Specific Grovity:
2.80
<-2.70
—2.60
25
Respectfully Submitted,
ATEC Assoc'ates, Inc.
GcJ
John W. Har eeP .. .
Vice President_
Raleigh, NC
Salisbury, MD Affiliates:
Savannah, GA Alexandria. VA
Toledo, OH Chantilly. VA
Washington, DC Newport News, VA
West Palm Beach, FL Norfolk. VA
ATM Associates, Inc.
1779 Canova Street, S.E.
Palm Bay. Florida 32909
NYRELPOR
(305) 724-1273
of
VNAU1'1) jk� fI- ioPro-nncit 0=iat ion shin
� 0
� 0
CLASS A
T)ATP - ? /1 7 / P R
Project:
Sebastian Highlands
CLIENT -A,
66 Project No: 71-79-046
Atlanta. GA
Dayton, OH
Baltimore. MD
WORK RELEASE # 3871-04
li-ent:
General Development
Corp.
Y.-oeriel
Description: Tan and brown
sand with shell, and traces of marl
S,m, cle
Day Drive
Locolion� Da
Sta. 45+00
-PTH-Existing
DIE
LAB# SH880170
ITest N4.eMc--'-
AASHTO T-99 1
120!
q
I'Vioximum
D ens
7
106.9
N
!ODi;.MUM
Ho
Content
8.1
>- 105
Specific Gravity:
"N
<-2.70
IVUI
T -T
F -1!I �I!i
I I i
2.60-
III
I
I
I i I
1
II
i
Z71j
0 5 10 15 20
MOISTURE CONTENT - %
TECHNICIAN: J. McKenna
Offices:
Cincinnati, OH
Anchorage. AK
Dallas, TX
Atlanta. GA
Dayton, OH
Baltimore. MD
Denver, CO
Corporate Office: indianapolis. IN
Griffith. IN Longmont, CO
Huntsville, AL Lousiville, KY
Indianapolis. IN Miami. FL
25
Raleigh, NC
Salisbury, MD
Savannah, GA
Toledo, OH
Affiliates:
Alexandria. VA
Chanldl,y- VA
Ne,Avocl News. VA
ATEC Associates, Inc.
;779 Canova Street, S.E.
•
•
palm Bay, Florida 32909 REPOR
(305) 724-1273 of
Moisture -Density Relationship
CLASS A
nA'r'7• 1/25/88
Project! SEBASTIAN HIGHLANDS CLIENT# 66 Project No: 71-72-046
Client GENERAL DEVELOPMENT CORP. WORT: RELEASE # 3871-04
TAN AND LIGHT BROWN SAND WITH TRACES OF ROOT
Material Description:
Offices:
Anchorage, AK
ScmDle ocalion: ATHENS COURT DEPTH:
L SH880124
Longmont. CO
Atlanta, GA
!Test Mlelho::
T-99 I
Maximum
1Density' I
105.5 '
120
Lousiville, KY
Miami, FL
Baltimore, MD
Birmingham, AL
Denver, CO
Ft. Wayne. IN
Jacksonville, FL
Montgomery, AL
Chicano, IL
Gaitherbura. MD
Lexington, KY
Nashville. TN
I !�AASHTO
i
ptimum �.':c:_•
I ontent
� \ I 9.0
i
Specific Gravity
!�-2.80
A
<-2.70
! !
! t l c-2.60
I I I
110 !
I I
I
>- 105
!
100.
I 1 t I
I
I I
1 1
I
!
I
!
95
0 5 10 15 20
MOISTURE CONTENT-
0 TECHNICIAN:
25
Raleigh. NC
Affiliates:
'Corporate Office: •^e-anapol s. IN
Offices:
Anchorage, AK
Cincinnati. OH
Dallas, TX
Griffith, IN
Longmont. CO
Atlanta, GA
Dayton. OH
Huntsville, AL
Indianapolis. IN
Lousiville, KY
Miami, FL
Baltimore, MD
Birmingham, AL
Denver, CO
Ft. Wayne. IN
Jacksonville, FL
Montgomery, AL
Chicano, IL
Gaitherbura. MD
Lexington, KY
Nashville. TN
25
Raleigh. NC
Affiliates:
Salisbury, MD
Aleiliat a. VA
Alexanry
Savannah, GA
.
Toledo. OH
Newport News. VA
Washington. DC
West Palm Beach, FL
Norfolk. VA
I 40
r
1.s
140
135
130
125
120
100
95
90
85
80 L
0
CLASS A
ATEC Associates, Inc.
',MOISTURE DENSITY
1779 Canova Street. S E
R E LATI O N SH I P
Palm Bay. Florida 32909
V
(305)724-1273
(Proctor Method)
Client: GENERAL DEVELOPNO.0 CORP.
Project SABASTIAN HIGHLAIM WR# 3871-04
Our Project No. 71-72-046
r -c a 14 JAN. 88
DARK BROWN SAND WITH ROOTS
TR.ACFS OF HARDPAN
Motericl
BAa<FILL
Location BLK 449
Depth 0.0' TO 4.0' EIev.
Test Nei od AASIM T-99
Maximums Dry Density 105.2 ;:cf
Optim;,m !4'oisture Conten' 11.8
Neturc! •..cisture
CLIENT:# 66
LAB N0. SH880058
TECHNICIAN: R. BAILEY
J.McKENNA
SPECIFIC GRAVITY
,,-2.60
5 10 15 20 25 30 35 40
MOISTURE CONTENT - % ('� P
r—�1�041A 1-0
•
i_F 1 ' _
I loo '
i
135
I_
130 I I
ISI Iji�
125
1201 I
105
100
CLASS A
ATEC Associates, Inc. MOISTUR; DENISI TY
29,39
VV
1779 Canova Street. S.E.
1779 Palm Canova
Street.
RELATIO��SNI?
(305)724-1273
(Proctor "Method)
Clienz:GENERAL DEVELOPMENT CORP. WR -3871-04
Project S $pySTIAN 14TC-HT ANnq
Our Project No.66 7:11-7Z-046 Cote 4 DFC. 87
Mctericl GRAYISH BRN SAND
La oticn LOT 10 BLK 589
Depth, ;lev.
Test AASHTO T-99
t�lcxirc,.m Dry Dens:, -;,105.1-2--,f ='v
Netucc: '.:cisture
SH LAB# 87055—
I!II II
!!T ! TECHNICIAN: D. LEWIS
l i l i I CLASS A
(+, L -vi &,� -:��Xcex'
f
�J
U
145
140
135
130
125
120
w
115
UJ 110
0
r
O
105
100
fly
90
85
PO L
0
CLASS A
ATEC Assaciatos, Inc.
MOISTURE DENSITY
VdGoorpla
RELATIONSHIP
1190 Hayes Industrial Drive. RE
"iorie"o. Geo(gb 30062
(Proctor Method)
4014.427.9456
Project SABASTIAN HIGHLANDS 3871-04
Our Project No. 70-72007
Dote 8/19/87
Material LIGHT GRAY SAND W/TRACE
ROOT FRAGMENTS
Location STA 16+00 BARBER ST PRELIMINARY
Depth 0 — 18" EXISTING Elev.
Test Method AASHTO T-99
Maximum Dry Density 1_ 02. Opcf
PROCTOR No,
Optimum Moisture Content 9.8
Natural Moisture
S.H. LAB #8703700
CLASS A
TECHNICIAN: T. BASS
SPECIFIC GRAVITY
"-2.80
,,.--2.70
-- 260
5 10 15 20 25 30 35 40
MOISTURE CONTENT - %
t.
•
•
145
140
135
130
125
100
95
90
85
80 L
0
CLASS A
ATEC Associates, Inc.
MOISTURE DENSITY
RELATIONSHIP
Vv0("Orgla
1190 Hayes Industrial Drive. N.E
Morietia, Georgla 30062
(Proctor Method)
404-427-9456
Project SABASTIAN HIGHLANDS WR
43871-04
Our Project No. 70-72007
Date 8/19/87
Material LIGHT GRAY SAND W/TRACES
OF ROOT FRAGMENTS
Location STA 56+00 BARBER ST PRELIMINARY
Depth 0 - 18" EXISTING Elev.
Test Method AASHTO T-99
Maximum Dry Density -1-0-1. 0 )cf
PROCTOR No.
Optimum Moisture Content 9.0
S.H.
Natural Moisture—%
LAB 41870369
CLASS A
TECHNICIAN: T. BASS
SPECIFIC GRAVITY
,,,-2.80
,,-2.70
i--- 2.60
5 10 15 20 25 30 35 40
MOISTURE CONTENT - %
•
� 0
0
145
140
135
130
125
120
100
95
80 L
0
CLASS A
ATE Associates, Inc. MOISTURE DENSITY
Vof Georg 10 RELATIONSHIP
1190 Hayes Industrial Drive, N.E
Marietta, Georgia 30062 (Proctor Method)
444-427.9456
Project SABASTIAN HIGHLANDS WR #3871-04
Our Project No.
70-72-007 Date 8/18/87
Material LIGHT GRAY SAND W/ROOT FRAGMENTS
Location STA. 56+00 BARBER ST.
Depth Orr - 1811 Elev.
Test Method AASHTO T-180
Maximum Dry Density 103.9 pct PROCTOR No.
Optimum Moisture Content 9.O %
Natural Moisture —% S.H. LAB 4870362
CLASS A
TECHNICIAN: T. BASS
SPECIFIC GRAVITY
,,-- 2.80
,.,-2.70
,.-2.60
5 10 15 20 25 30 35 40
MOISTURE CONTENT - %
i 40
145
140 F-
135
130
125
120
115
w 110
0
105
100
95
90
65
60 L
0
CLASS A
ATEC Associates, Inc.
MOISTURE DENSITY
Vo( Georgia
RELATIONSHIP
1190 Hayes Industrial Drtve. N.E.
Maletta, Georgia 30062
(Proctor Method)
404-427-9456
Project SABASTIAN HIGHLANDS
Our Project No. 70-72007
Date 8/18/87
Material LIGHT GRAY SAND W/ROOT
FRAGMENTS
Location STA. 16+00 BARBER ST.
Depth Ori - 18" EXISTING Elev.
Test Method AASHTO T-180
Maximum Dry Density 1Q5� .f
PROCTOR No.
Optimum Moisture Content ---LO - _0 %
Natural Moisture
S.H. LAB #870361
CLASS A
TECHNICIAN: T. BASS
5 10 15 20 25
MOISTURE CONTENT - %
SPECIFIC GRAVITY
,, — 2.60
,,-2.70
,-- 2.60
30 35 40
145
_
ATE -0 Associates, Inc. MOISTURE DENSITY
RELATIONSHIP
_
vdG4orp'O
1190 How$ kidusMo! Dave. N E
Made"°" Geoeob 30°62 (Proctor Method)
140
dO4-427-4456
Project SEBASTIAN HIGHLANDS WR 3871-04
Our Project No._70-72007 Date_9 OCT 87
Moteriol BRN SAND W/TRACES OF SHELL + DARK
tJ5TTM
BRN SAND
Location EXI STTINGFM ANKMFr NOF+ADJ TO RFT PONT;
Depth Elev
130
+1 11
Test Method AASHTO T-99
Maximum Dry Density--JL-fit PROCTOR No.
Optimum Moisture Content 10. 0 A
125
Natural moisture -% S.H. LAB # 870471,
120
I _
CLASS A
' TECHNICIAN: D. LEWIS
\ 115 I I I I I
0
W 110 i t17I I I
� I
i I
105 r
I
100
--
i I I
fly 7
SPECIFIC GRAVITY
~ I 280
I i
270
90 I i
�Nn-ove������---- ��������i����Ke
��eoa���U
u����wo�a���������►��.
NN NN Nm EMENEEwEm1
�n���01
. MEN�n��n��������MENNEN aI
•
145
140
135
130
125
100
95
90
CLASS A
ATE0 Associates, Inc. MOISTURE DENSITY
ac.orob RELATIONSHIP
1190 Noyes Industriol Drive. N.E
VV
Moreno. Gecrpb 30062 (Proctor Method)
404-427-9456
Project SEBASTIAN HIGHLANDS
Our Project No. 70-72007 Date 8/27/87
Material GRAY SAND WITH ROOT FRAGMENTS
Location WEST OF LOT #9 DRAIN RIGHT OF WAY BLK 567
Depth Elev.
Test Method AASHTO T-99
Maximum Dry Density 10_ 0. 3 cf PROCTOR No.
Optimum Moisture Content --10 _-Z
Natural Moisture LAB ;iSH870383
CLASS A
TECHNICIAN: D. LEWIS
SPECIFIC GRAVITY
'.0-2.80
,,— 2.70
�— 2.60
5 10 15 20 25 30 35 40
MOISTURE CONTENT - %