HomeMy WebLinkAboutRoad Embankment DensityATEC Associates, Inc,
1779 Canova Street, S.E.
Palm Bay, Florida 32909
(407) 724-1273
.ti
xSS A
i
I N -' ACE
DE, NcI a . 'TEST:
�RC,1JEv+ ii g ;
IT,lay+. w , v- 1
Liv -14v
_ u iE4V 1 (. Vi It ID II
U 1LN a, 1•I:. �+ j
.,✓ti _ a...... ai tla. L,+.._ a., � .��.... ...
u 1 .. L.. �. 1.�'i `i.
71
' +_)`.-_. ..� .. a�tiViL�a _�L�+..
alive... _•t_.a
j J.11 �. 1a_ l�v�_<
+ET
_ y. ai «.
...a .._+ T L I.•+
T. w
FEr, lT ±ETI ":� ? n�'•T✓ �Ea ,E?'" rr,T.f n r^ ?n�; . n�-,. ` : ; r'C'
�r••rm .rl^ h mT'l ),e ^T ^ii
i.J•V Vii l 10.E LEV
T1,�(\-r r`•m ♦ 7rm
1L�.1 J L 1.' 1
l,' t'C 't�t�r (;_l (� i q•
ti1V ,.1 .1 i 1 i \.•1 /u-
.•
(Q, ai�i
T7nT 7) V
C v ^ 7 t L:BarberC+ C/1" r,• t. a
_
�. j. 0 0 y n
ut^ry,�f=,^ i �-•i ` /••
a .i 1 ) is Barber t 1. %/ u
VJ F'
2 J a-
• 1 ^ t. ^ [: _i _, Cyt. ` •~
2
i 0 ^
4. , V a.i a.+ ., r>ii... %C'. tii V L•! .a
1 ✓ 1 J.
1 ♦ Li .' `1 .a v u 1 4' L 1
5) �/ 'v G:. ✓ % 4- i..) 4A Vit J 1 ]. U t.l l l.i�� l )
1 �. I
.i .i V lCCj ... a l �.. ,. .J . ! . r '✓ �� �l
J,+I:70, ti:r)u l.i�r v
1 V J
AUC: iVJ J i ll i ✓
.Sta
17 r+'ry r
LI%o0 SOIi' Sly+lii::c:Y -i
^ ^
lc-�J
nn r J
�tvLi l�.(-✓
` _
Er C1 t1e
1iGJ .. �i L% iV iti✓J _liil•
+J tita .,%+90 AN i.Ii sib o G-1: -1
oY
UC! .:.
�..��, t: _L J iC.l: ivV
374 91C) North-: shou 'L✓-Jer gral:E
1 V J ��.
� i C .J U.7 �! � v,�J -.5,
�.0' w`.ita
IT, ABOVE TESTS MELT i2, �TNTMi_t_ REQUIREMENT
OF X00o0_' ")Av - r4Tc TmV
.
0+0 starts at Schumann South Barber street
A.-ea was undercut between
.5' and 2.5'
below sp- I
TECHNICiAIIZ: R. Plemmons
�w ,
A'TEC' 'S'S0�0,C'IL:"CT TNTC.
t v" Q-C
49Corporate Office: Indianapolis. IN
Raleigh, NC
OffICBS: Cincinnati, OH
Affiliates:
Anchorage, AK Dallas, TX Griffith, IN
Longmont, CO
Salisbury,'MD
Aiexandna. VA
Atlanta, GA Dayton, OH Huntsville, AL
Lousiville, KY
Savannah, GA
Baltimore, MD Denver, CO Indianapolis, IN
Miami, FL
Toledo, OH Chantilly. VA
Newport News VA
Birmingham. AL Ft. Wayne, IN Jacksonville, FL
Montgomery. AL Washington, DC
Norfolk. VA
Chicago, IL Gaitherburg, MD Lexington, KY
Nashville, TN
West Palm Beach, FL
Consulting
Geotechnical ! Materials Engineers and Environmental Saenusts
.Aree Associates, Inc.
VV1.779 Canova Street, S.E.
Palm Bay, Florida 32909
(407) 724-1273
i
AC='
N 'TY iTuf�TS
^". te:
MR 0 Jr E r.a e
ian H-1g..1�, C1 '
, ,
L7n1 �7
=�;C)�: ��
= ;':- �-�46
r4T NT ut:.
,ate ✓Cve.iGY.iiF 'ii '1.
lrOi t.)
uiui 1.'.0
_
vJ
,u
YJl)i.:`. a."..E L' ...
LD i C1 ell
"iii ♦vCON
4 x
r•�li SIC RIPmr N*,
•,j .. a i•.r ti. v.b i. ili L`
.!". ",.> l en
)moi ; r o �
C;t. '1...'L t
;�:• r rt_.
'ic.'rk Jr UWi:
....,., G t� 1;:L: t7/
,. , U
t1[1 �..1v
AAS�'t)
r m
TE-0
f• r. �. m -- r,1?
LCL.. L -1a j-
r.. +�
ELL'.V iiV1.�1
i C, m .- rn
1.LiI' i
.-. L .. + •r,V J .-. P..y
P
a' 1�i iJi Biu.
-L:
/ Al
.i
NG.
..
m
r -,
-+ �
El S., C
r is cy.c
.
utl Ci }t1
C:
^^
�tti r
,1
yvCn� �v s
• r1 f_ 1 n n
.-1 -. /. !' -i r'+ /
_ _ n ,
r• 4 r>
• r1 n ! 1 1 .
s
'1 . C: t•:� :-. v J.
-Fi +.
`
grade
l) J
Forder of
s 3 and 4
6
a7 . 3 1
113 . S
b I h 5,52,
center
r'
.' .�,'. 1 r.
, n 02.,
n n
_
7 Border C;f
.�_; ti 3 r "1 d 'i
- i '
`
2.
' �R
� r i I! 1 1 .
r)r) n
1JIk 502'
c-e,ni.er
,
V BJrLiG: vf
`
I f'1va 3 r3.::Q `z.
6:.'%.: u. r`_'
!�
yLlff 4�.�.�lJ
i n , i .+
i .ablk .+
.liJ .. 1v1J
n
,
center
9 Border ol
lots 12,13,3 &.
4, -4'
23.1 1
121.3 161.4
106.D °5.6
blk 591,
Center
10 Border of
io-i.S 12,133,S)
4 '1J'
b.v 4 G
iGLl 7 .8
'l CS, . V
b1k
1
.- r. V� ... .�.� .......
v �.v., h /T
u'
r. v w 'v L� / `.
4, r.,
l7 �a ,. _
. n
..
by '? i (•n j..
...� a.I t
�!�n (� 1n� v
- J V �✓ �.
•
Corporate Office:
Indianapolis. IN
Offices:
Cincinnati, OH
Raleigh, INC
Affiliates:
Anchorage, AK
Dallas, TX Griffith,
IN
Longmont, CO
Salisbury, MD
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 Beach, FL
Norfolk. VA
/�nnc, Ifinn /:nn,nrti^.ir'n A.alOria �C rnnr^l.n. c. ?^H C^ •^ m nr� C/`innt-C,�
ATEC Associates, Inc.
VV1.779 Canova Street, S.E.
Palm Bay, Florida 32909
(407) 724-1273
r
'v �
, .L ,
rr--,,TENT
�J 7� T
IJ IJivl`7��.1:. i:1 �,t�'`�C'_ _ .,�.. i. _ �'t• .
�;3•cV:�✓ii tilt"�.JtvJ ._c:_:�: t^1, t. =:�•F= V a: _i. � ���....
E., E.E., i�'.l .1. ..
D 7 T tt n,
SC`l (,•:� }�%-' �' T �,f`*e, r„-„-er+•-•�}.•m ,.��r�� p., �.., r �,+., :-r y 00
Ev 117 1E✓ .tl`i�.1 Val : LiLvi..Lwl C', ,.L l,� :>\ 1 v. % :•iV
1 E 1 iJ I.J ../li T. 1 C) 4' =7".
Ivv. :FT) � ry ^v.
.L J
IS u 0 J • F..=i :.i i.: C, w 2. tii �. . �.• :� �.
.. _ �. � c`•. .. �Y V = ria : � L: l:v is .� v . „�
15 Retest c,
w
16 Retest o -f 95 -3'
17 S4 -.'a 3+00 Paddock St. C/L - y
I9
r, Sta n�,SV 'addocic, r St. �/- gr. -;de
u0 Re t :v of 1,12-
'2 '1
2-
21 Retest r, f42' #13
22 Sta 3+00 Paddock St. C/IJ grade
23 Retest of V 9 -4 '
24 Retest of It, 23 -
•
Offices:
Anchorage. AK
Atlanta, GA
Baltimore, MD
Birmingham, AL
Chicago, IL
7
14. V
A
lili�kll a J , L
�^ m/
1i ll.Jii i v 1 L..
l.;.lV i .
WET 1 :r I'iAX
I .v —, 1..� _.t?...
r•,
100.0
07
^ r -
H n n
Consultna GeolechniCal ! Materials Enameers and Fnvnonmeniai r..cfent,SIS
Corporate Office: Indianapolis. IN
Cincinnati, OH
Raleigh, INC
Affiliates:
Dallas, TX
Griffith, IN
Longmont, CO
- Salisbury, MD
Dayton, OH
Huntsville, AL
Lousiville, KY
Savannah, GA
Alexandria VA
Denver. CO
Indianapolis, IN
Miami, FL
Toledo, OH
Chantilly VA
Ft. Wavne, IN
Jacksonville, FL
Montgomery, AL
Washington. DC
Newport News. VA
Gaitherburg, MD
Lexington, KY
Nashville, TN
West Palm Beach, FL
Norfolk, VA
Consultna GeolechniCal ! Materials Enameers and Fnvnonmeniai r..cfent,SIS
.ATEC Associates, Inc.
VV1.779 Canova Street, S.E.
Palm Bay, Florida 32909
(407) 724-1273
nTm tvii . - Ei U
a ti J ♦ t
til•:._ a ..'�� a ... .:%
v
Indianapolis. IN
FT 'C T ram C r-
�VV VVJ L.!•✓vC.L✓.•a.uaa •Ji ba-
Mkt
i V
Cincinnati, OH
l�iJi��il �.�E':1f��Ci.i ♦_%CVf�.i.Ci�iT:C:.iL.
vl.�.",'i�.
Affiliates:
1.0V
a l.+N a u 1 J vA � - t♦ ♦.. a u .. .-.....
Griffith, IN
Longmont, CO
Cl�
<`
Wit•
C 7
I
.� i C
Savannah, GA
Aiexancria VA
Baltimore, MD
Denver, CO
Indianapolis, IN
Miami, FL
Toledo, OH
Cnant liy. VA
Birmingham, AL
Ft Wayne, IN
Jacksonville, FL
Li 11 i. gray :=!C_l iii bv/ Vi �L:��•
�%J.
i Lr L) V
..- ..'1.
V
Lexington, KY
Nashville, TN
West Palm Beach, FL
Norfolk, VA
iVT, 1 rM.1�, r,^rr�!��
1 .Ja `+• J\l4i �.l'Y l.+r,(S 1
SID CI-
^LIRf
\.
�_.,i3 iv tT,r!-,}\\-(rt !'•r:. ;-Z f,
a: / J 1\.11Y
r-, U,
Sr.rr'c
NO.
ii' . i
• u J Y U i G L, i^ tb
2U BGY'C1CY' Of O":.S 1v � i� �
�,�:�C1C:
� .5J
t -
& 4. u11'1 vvi
nTm tvii . - Ei U
a ti J ♦ t
til•:._ a ..'�� a ... .:%
a3� . 7 109 . J. 105 ' " ^�
.J I
A1r.r.a+A R'KS - � E .J�..J1 a<lJ .. r. ♦h .w.J'.JLa LL+LIti-..rrr. aYl�\11 �/ �' • •.
az V.= ra Gi.. la 1.%... ll <iLl Li LCL i'Li �'Z ti vZ' �'•C�.. V .
D
Ji ui*�? i
v'? - J ti/C:Z'�.� uv v:w'�+.�iiC- C.� iii:JE''i s ti'F`O'i..
a E.i1:.\,IAN : R.Plemmons
96� 60 y'
J 0:1:
V1 -I eS1t C, i
•
Corporate Office:
Indianapolis. IN
Offices:
Cincinnati, OH
Raleigh, NC
Affiliates:
1.0V
..
Griffith, IN
Longmont, CO
Cl�
<`
Wit•
C 7
I
.� i C
a3� . 7 109 . J. 105 ' " ^�
.J I
A1r.r.a+A R'KS - � E .J�..J1 a<lJ .. r. ♦h .w.J'.JLa LL+LIti-..rrr. aYl�\11 �/ �' • •.
az V.= ra Gi.. la 1.%... ll <iLl Li LCL i'Li �'Z ti vZ' �'•C�.. V .
D
Ji ui*�? i
v'? - J ti/C:Z'�.� uv v:w'�+.�iiC- C.� iii:JE''i s ti'F`O'i..
a E.i1:.\,IAN : R.Plemmons
96� 60 y'
J 0:1:
V1 -I eS1t C, i
•
Corporate Office:
Indianapolis. IN
Offices:
Cincinnati, OH
Raleigh, NC
Affiliates:
Anchorage, AK
Dallas, TX
Griffith, IN
Longmont, CO
Salisbury, MD
Atlanta, GA
Dayton, OH
Huntsville, AL
Lousiville, KY
Savannah, GA
Aiexancria VA
Baltimore, MD
Denver, CO
Indianapolis, IN
Miami, FL
Toledo, OH
Cnant liy. 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
I'.nnc: Jnnn l;nntnrhnma�
AAatnrak Fnrnnnnrc. anr! Cn�,:.nmm�nta�
Sr.rr'c
ATEe Associates, Inc.
1779 Canova Street, S.E.
Palm Bay, Florida 32909
(305) 724-1273
• REPORT
of
IN-PLACE DENSITY TESTS
PROJECT: Sebastian Highlands Unit #17
CLIENT : General Development Corp.
TEST METHOD : ASTM D-2922
WORK RELEASE: 3871-04
SOIL DESCRIPTION Max. Den
Light gray sand W/trace of root 102.0
FIELD TEST DATA
Class A
Page 1 of 1
PROJECT NO
CLIENT NO.
TEST DATE
LAB NO.
Opt. Moist
71-72-046
66
3/16/88
SH880289
Method
AASHTO T-99
SPECIFIED
MINIMUM PERCENT COMPACTION(PCF):100.0
%.
TEST
LOCATION ELEV.
MOIST.
LIFT
DENSITY (PCF)
%
NO.
(FT)
(%)
NO.
WET DRY MAX.
COMP
1 Barber
Street L/S of road -1.5'
6.8
1
109.0 102.1 102.0
100.1
•
JOHN V. HARLLEE P.E.,
•
2 Barber
Street R/S of road -6"
7.3
2
110.1 102.6 102.0
100.6
REMARKS: ABOVE TESTS MEET THE MINIMUM REQUIREMENT OF 100% OF MAX. DENSITY.
TECHNICIAN:
R. Plemmons
RESPECTFULLY SUBMITTED,
ATE�C� ASSOCIATES, INC.
JOHN V. HARLLEE 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
Chicago, IL
Gaitherburg, MD
Lexington, KY
Nashville, TN
West Palm Beach, FL Norfolk. VA
Consulting
Geotechnical / Materials Engineers and Environmental Scientists
BTEC Associates, Inc.
vy1779 Canova Street, S.E.
Palm Bay, Florida 32909
(407) 724-1273
• REPORT
of
IN-PLACE DENSITY TESTS
PROJECT: Sebastian Highlands Unit #17
CLIENT : General Development Corp.
TEST METHOD : ASTM D-2922
WORK RELEASE: 3871-04
SOIL DESCRIPTION Max. Den
Light gray sand with trace of root 102.0
Tan & light brown sand W/trace of root 105.5
Dark brown & gray sand W/trace of root 106.0
FIELD TEST DATA
SPECIFIED MINIMUM PERCENT COMPACTION(PCF):100.0 �.
TEST LOCATION ELEV. MOIST. LIFT
N0, (FT) (%) NO.
1 Sta 1+00 R/S of road
• 2 Sta 3+50 C/L of road
3 Sta 6+00 L/S of road
grade
13.2
grade
8.2
grade
9.1
Class A
Page 1 of 3
PROJECT NO.: 71-72-046
CLIENT N0. 66
TEST DATE 3/04/88
LAB NO. SH880292
Opt. Moist Method
9.8 AASHTO T-99
9.0 AASHTO T-99
10.2 AASHTO T-99
DENSITY (PCF)
%
WET
DRY
MAX.
COMP
118.9
105.0
102.0
103.0
109.3
101.0
102.0
99.0
112.6
103,0
102.0
101.0
4 Sta
8+50
C/L
of
road
grade
7.5
112.7
104.9
102.0
102.9
5 Sta
11+00
R/S
of
road
grade
8.2
107.5
99.3
102.0
97.4
6 Sta
13+50
C/L
of
road
grade
6.3
108.2
101.8
102.0
99.8
7 Sta
16+00
L/S
of
road
grade
16.5
123.3
105.8
102.0
103.8
8 Sta
18+50
C/L
of
road
grade
14.2
120.5
105.5
105.5
100.0
9 Sta
21+00
R/S
of
road
grade
11.1
116.8
105.1
106.0
99.1
REMARKS: ABOVE
TESTS
MEET
THE MINIMUM
REQUIREMENT
OF 100%
OF MAX.
DENSITY.
Sta 0+0 starts
at Barber
Street
TECHNICIAN:
R. Plemmons
Affiliates:
Alexandria VA
Chantilly VA
Newpon News VA
Norfolk. VA
Corporate Office: Indianapolis. IN
Offices:
Cincinnati, OH
Raleigh, NC
Anchorage, AK
Dallas, TX
Griffith, IN
Longmont, CO
Salisbury, MD
Atlanta, GA
Dayton, OH
Huntsville, AL
Lousiville, KY
Savannah, GA
Baltimore. MD
Denver, CO
Indianapolis, IN
Miami, FL
Toledo, OH
Birmingham, AL
Ft. Wayne, IN
Jacksonville, FL
Montgomery, AL
Washington, DC
Chicago, IL
Gaitherburg, MD
Lexington, KY
Nashville, TN
West Palm Beach, FL
Affiliates:
Alexandria VA
Chantilly VA
Newpon News VA
Norfolk. VA
• ATEC ,associates,
Inc.
Cincinnati, OH
1779 Canova Street, S.E.
Raleigh, NC
Dallas, TX
Palm Bay, Florida 32909
Longmont, CO
Salisbury, MD
Affiliates:
Dayton, OH
(407) 724-1273
Lousiville, KY
Savannah, GA
Alexandria. VA
Denver, CO
•
Miami, FL
Toledo, OH
Cnanlllly VA
Ft. Wayne, IN
Jacksonville, FL
REPORT
Class
A
Gaitherburg, MD
Lexington, KY
of
Page
2 of 3
IN-PLACE
DENSITY TESTS
PROJECT: Sebastian Highlands
Unit #17
PROJECT NO.:
71-72-046
CLIENT : General Development
Corp.
CLIENT NO.
66
TEST METHOD : ASTM D-2922
TEST DATE
3/04/88
WORK RELEASE: 3871-04
LAB NO.
SH880292
SOIL DESCRIPTION
Max. Den
Opt. Moist
Method
Light gray sand with trace of
root
102.0
9.8
AASHTO T-99
Gray & tan sand W/traces of
root
100.3
10.7
AASHTO T-99
Brown sand W/traces of shell
and
dark brown sand
109.6
10.0
AASHTO T-99
FIELD TEST DATA
SPECIFIED MINIMUM PERCENT COMPACTION(PCF):100.0
%.
TEST LOCATION
ELEV.
MOIST. LIFT
DENSITY (PCF)
NO.
(FT)
(%) NO.
WET DRY
MAX. COMP
10 Sta 23+50 C/L of road
grade
4.8
109.1 104.0
102.0 102.0
• 11 Sta 26+00 L/S of road
grade
5.0
107.1 102.0
102.0 100.0
12 Sta 28+50 C/L of road
grade
3.3
106.0 102.6
102.0 100.6
+ 00 R S of road
13 Sta 31 /
g ra de
3.5
108.5 5 104 6
102.0 102,6
14 Sta 33+50 C/L of road
grade
7.2
113.2 105.6
102.0 103.5
15 Sta 36+00 L/S of road
grade
6.4
107.0 100.6
100.3 10.0.3
16 Sta 38+50 C/L of road
grade
10.8
125.4 113.2
109.6 103.3
17 Sta 41+00 R/S of road
grade
5.1
110.1 104.8
102.0 102.8
18 Sta 43+50 C/L of road
grade
7.0
110.9 103.7
102.0 101.7
REMARKS: ABOVE TESTS MEET THE
MINIMUM REQUIREMENT
OF 100% OF MAX. DENSITY.
Sta 0+0 starts at Barber Street
Day Dr. undercut at least 12"
below
soil cement for its entirety
TECHNICIAN: R. Plemmons
Offices:
Anchorage, AK
Atlanta, GA
Baltimore, MD
Birmingham, AL
Chicago, IL
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
Alexandria. VA
Denver, CO
Indianapolis, IN
Miami, FL
Toledo, OH
Cnanlllly 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
ATEC
Associates,
Inc.
REQUIREMENT OF 100% OF MAX, DENSITY.
Sta 0+0
starts at Barber
Street
Canova Street, S.E.
Day Dr,
undercut at least
12" below soil cement
vy1779
Palm Bay, Florida 32909
R. Plemmons
(407) 724-1273
RESPECTFULLY SUBMITTED,
•
ATEC . ABSO(C�' IATES�,nINC .
REPORT
Class A
JOHN
•
of
Page 3 of 3
VICE PRESIDENT
IN-PLACE
DENSITY TESTS
Ind anapolls. IN
PROJECT:
Sebastian Highlands
Unit #17
PROJECT
NO.: 71-72-046
CLIENT :
General Development
Corp.
Salisbury, MD r Affiliates:
CLIENT NO. 66
METHODD-2922
TEST M
ASTM
Lousiville, KY
Savannah, GA Alexandra. VA
TEST DATE 3/04 88
/
WORK RELEASE:
3871-04
Miami, FL
Toledo, OH Chantilly VA
LAB NO.
SH880292
Jacksonville, FL
SOIL DESCRIPTION
Washington, DCNewport NewsVA
Max. Den
Opt. Moist
Method
Light .gray
sand with trace of
root
102.0
9.8
AASHTO T-99
Gray & tan
sand W/traces of
root
100,3
10.7
AASHTO T-99
Brown sand
W/traces of shell
and
dark brown
sand
109.6
10.0
AASHTO T-99
FIELD
TEST DATA
SPECIFIED
MINIMUM PERCENT COMPACTION(PCF):100.0
%.
TEST
LOCATION
ELEV.
MOIST. LIFT
DENSITY (PCF)
NO.
(FT)
(%) NO.
WET DRY
MAX. COMP
19 Retest
of #9g
rade
11.5
118,3 106.1
102.0 104 1
• 20 Retest
of #6
grade
12.3
118.7 105.7
102.0 103.7
21 Retest
of #5
grade
10,8
115.6 104.3
102.0 102.3
22 Retest
of #2
grade
8.1
110.3 102.0
102.0 100.1
REMARKS:
ABOVE TESTS MEET
THE MINIMUM
REQUIREMENT OF 100% OF MAX, DENSITY.
Sta 0+0
starts at Barber
Street
Day Dr,
undercut at least
12" below soil cement
for its entir4ety
TECHNICIAN:
R. Plemmons
RESPECTFULLY SUBMITTED,
ATEC . ABSO(C�' IATES�,nINC .
��
JOHN
•
VICE PRESIDENT
Corporate Office:
Ind anapolls. IN
Offices:
Cincinnati, OH
Raleigh, NC
Anchorage, AK
Dallas, TX
Griffith, IN
Longmont, CO
Salisbury, MD r 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, DCNewport NewsVA
Chicago, IL
Gaitherburg, MD
Lexington, KY
Nashville, TN
West Palm Beach, FL Norfolk. VA
ATEC Associates, Inc.
r 1.779 Canova Street, S.E.
Palm Bay, Florida 32909
(407) 724-1273
• REPORT
Uf
IN-PLACE DENSITY TESTS
PROJECT: Sebastian Highlands Unit #17
CLIENT : General Development Corp.
TEST METHOD : ASTM D-2922
WORK RELEASE: 3871-04
SOIL DESCRIPTION Max. Den
Light gray sand with trace of root 102.0
FIELD `PEST DATA
SPECIFIED MINIMUM PERCENT COMPACTION(PCF):100.0 %.
TEST LOCATION ELEV. MOIST. LIFT
NO. (FT) (%) NO.
1 Paddock Street grade 14.4
Sta 0+60 C/L of road
• 2 Paddock Street grade 12.4
Sta 3+10 L/S of road.
*3 Paddock Street grade 14.4 1
Sta 5+60 R/S of road
Class A
Page 1 of 1
PROJECT NO.: 71-72-046
CLIENT NO. 66
TEST DATE 3/17/88
LAB NO. SEI880293
Opt. Moist Method
9.8 AASHTO T-99
DENSITY (PCF) %
WET DRY MAX. COMP
121.2 106.0 1-02.0 103,9
118,9 105.8 102.0 103.7
117.3 102.6 102.0 100.6
REMARKS: ABOVE TESTS MEET THE MINIMUM REQUIREMENT OF 100% OF MAX. DENSITY.
This street was undercut from Sta 4+50 to Justine, from
hardpan to a clean sand for 1.5' average depth.
*Test was taken at 12" depth.
Sta 0+0 starts at Douglass Street.
TECHNICIAN: R. Plemmons
RESP ECTF L _LY SJDIM ITTED,
AT EC ASSOCIATES, INC.,
w L , C SCC
l oHN YY II ARLL1',u F. J.
VICE PRESIDENT
Consuthno Geotechnical / Materials Enameers and Environmental Scientists
Corporate Office: Indianapolis. IN
Offices:
Cincinnati, OH
Raleigh, NC
Affiliates:
Anchorage, AK
Dallas, TX
Griffith, IN
Longmont, CO
Salisbury, MD
Alexandra, VA
Atlanta, GA
Dayton, OH
Huntsville, AL
Lousiville, KY
Savannah, GA
Chantilly. VA
Baltimore, MD
Denver, CO
Indianapolis, IN
Miami, FL
AL
Toledo, OH
Washington, DC
Newport News. VA
Birmingham, AL
Chicago, IL
Ft. Wayne, IN
Gaitherburg, MD
Jacksonville, FL
Lexington, KY
Montgomery,
Nashville, TN
West Palm Beach, FL
Norfolk. VA
Consuthno Geotechnical / Materials Enameers and Environmental Scientists
ATEC Associates, Inc.
vy1779 Canova Street, S.E.
Palm Bay, Florida 32909
(407) 724-1273
• REPORT Class A
of Page 1 of 1
IN-PLACE DENSITY TESTS
PROJECT: Sebastian Highlands Unit #17 PROJECT NO.: 71-72-046
CLIENT : General Development Corp. CLIENT NO. 66
TEST METHOD : ASTM D-2922 TEST DATE 3/18/88
WORK RELEASE: 3871-04 LAB NO. SH880301
SOIL DESCRIPTION Max. Den Opt. Moist Method
Light gray sand with trace of root 102.0 9,8 AASHTO T-99
FIELD TEST DATA
SPECIFIED MINIMUM PERCENT COMPACTION(PCF):100.0
%.
TEST LOCATION
ELEV.
MOIST. LIFT
DENSITY (PCF)
NO.
(FT)
M NO.
WET DRY MAX. COMP
1 Right shoulder,Day Drive
-2'
6.3 1
109.3 102.8 102,0 100.8
@ Justine Drive N of tee
2 C/L of Day Drive
-2'
5.8 1
108.0 102.1 102.0 100.1
@ Justine Drive
3 Right side of Day Drive
-1'
6.0 2
110.1 103.9 102.0 101.9
@ Justine Drive
4 Right shoulder,
-1'
7.1 2
111.8 104.4 102.0 102..4
Justine Drive @ Day Drive
5 C/L of Day Drive @
grade
5.4 3
108.9 103.3 102.0 101.3
Justine Drive S of tee
6 Right shoulder, Day Drive grade
5.9 3
109.8 103.7 102.0 101.7
@ Justine Drive S of Tee
REMARKS: ABOVE TESTS MEET THE MINIMUM REQUIREMENT OF 100% OF MAX, DENSITY.
TECHNICIAN: R. Plemmons
RESPECTFULLY SUBMITTED,
ATEC.ASSOC I41TES, INC._
L c3
OHN W... HARLLEE P. E-. ,
•
VICE PRESIDENT ;
Offices: Cincinnati, OH
Corporate Office: Indianapolis, IN
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 Nevis VA
Chicago, IL Gaitherburg, MD
Lexington, KY
Nashville, TN
West Palm Beach, FL Norfolk. VA
ATEC Associates, Inc.
VV1779 Canova Street, S.E.
Palm Bay, Florida 32909
(407) 724-1273
•
R. Plemmons
REPORT
Class A
of
Page 1 of 1
IN-PLACE
DENSITY TESTS
ATEC ASSOCIATES,INC.',
PROJECT: Sebastian Highlands
Unit #17
PROJECT
NO.: 71-72-046
CLIENT : General Development
Corp.
CLIENT NO.
66
TEST METHOD : ASTM D-2922
•
TEST DATE
3/18/88
WORK RELEASE: 3871-04
VICE PRESIDENT
LAB NO.
SH880302
SOIL DESCRIPTION
Max. Den
Opt. Moist
Method
Light gray sand W/trace of
root 102.0
9.8
AASHTO T-99
Anchorage, AK
FIELD TEST DATA
Griffith, IN
Longmont, CO
SPECIFIED MINIMUM PERCENT COMPACTION(PCF):100.0 %.
Atlanta, GA
Dayton, OH
TEST LOCATION
ELEV. MOIST. LIFT
DENSITY (PCF)
Baltimore, MD
NO.
(FT) (%) NO.
WET DRY
MAX. COMP
1 W shoulder of Justine,
-2' 10.1 1
112.4 102.1
102.0 100.2
Below pipe #14
Chicago, IL
Gaitherburg, MD
Lexington, KY
Nashville, TN
West Palm Beach, FL Norfolk. VA
2 W shoulder of Justine
-1' 3.7 2
106.3 102.5
102.0 100.5
N of pipe #14
3 W shoulder of Justine
grade 3.8 3
107.0 103.1
102.0 101.1
S of pipe #14
REMARKS: ABOVE TESTS MEET THE MINIMUM REQUIREMENT OF 100% OF MAX. DENSITY.
TECHNICIAN:
R. Plemmons
RESPECTFULLY SUBMITTED,
ATEC ASSOCIATES,INC.',
7)4� i;?:
JOHN W... HARLLEE P.
•
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
Chicago, IL
Gaitherburg, MD
Lexington, KY
Nashville, TN
West Palm Beach, FL Norfolk. VA
� 0
ATEC Associates, Inc.
vy1779 Canova Street, S.E.
Palm Bay, Florida 32909
(407) 724-1273
REPORT
of
IN-PLACE DENSITY TESTS
PROJECT: Sebastian Highlands Unit #17
CLIENT : General Development Corp.
TEST METHOD : ASTM D-2922
WORK RELEASE: 3871-04
SOIL DESCRIPTION Max. Den
Light gray sand W/trace of root 102.0
FIELD TEST DATA
Class A
Page 1 of 1
PROJECT NO.: 71-72-046
CLIENT NO. 66
TEST DATE 3/28/88
LAB NO. SH880339
Opt. Moist
Method
AASHTO T-99
SPECIFIED MINIMUM PERCENT COMPACTION(PCF):100.0 %.
TEST LOCATION ELEV. MOIST. LIFT DENSITY (PCF) %
NO. (FT) (%) NO. WET DRY MAX. COMP
1 Sta 0+50 Brisbane St. C/L grade 7.8
2 Sta 3+00 Brisbane St. L/S grade 10.4
114.0 105.6 102.0 103.6
116.5 105.5 102.0 103.5
REMARKS: ABOVE TESTS MEET THE MINIMUM REQUIREMENT OF 100% OF MAX. iJifT" Y.
Sta 0+00 starts at Midway
Court.
TECHNICIAN:
R. Plemmons
RESPECt�U' ,UY" SUglgl.T 9D;,
ATEC �hQdIATES, IN&-,
6
JOHN :W� HART.�tI,'E-E= P E ",
•
,
VICERFS«DNT
Offices:
Cincinnati, OH
Corporate Office: Indianapolis, IN
Raleigh ,NC
Anchorage, AK
Dallas, TX
Griffith, IN
Longmont, CO
Salisbury, Mu D , jiff ' ft es:
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 Beach, FL Norfolk. VA
Consulting Geotechnical / Materials Engineers and Environmental Scientists
ATEC Associates, Inc.
VV1.779 Canova Street, S.E.
Palm Bay, Florida 32909
(407) 724-1273
r�
REPORT
of
IN-PLACE DENSITY TESTS
PROJECT: Sebastian Highlands Unit #17
CLIENT : General Development Corp.
TEST METHOD : ASTM D-21922
WORK RELEASE: 3871-04
SOIL DES CRIT'TION M.:az.. Den
Dark brown and gray sand with hardpan 110.3
arid marl
FIELD TEST DATA
SPECIFIED MINIMUM PERCENT COMPACTION(PCF):100.0 %.
TEST LOCATION ELEV. MOIST. LIFT
NO. (FT) (%) NO.
FILL - ROADWAY
• 1 Empire Terrace, Adj. to
lot 28 b1h 576, Sta 17+50
2 Retest of :41
Class A
Page 1 of 1
PROJECT NO.: 71-72-046
CLIENT NO. 66
TEST DATE :10/6 & 8/87
LAD NO. 5118704600
,)) i. , Mo i S t Mfshod.
10 , 8 AASHTO T-99
DENSITY (PCF) %
WET DRY MAX. COMP
grade 1.0.7 1 119. 0 1.07 3 97.7
grade 6.6 '1 117.6 110.3 '110.3 100.0
REMARKS: ABOVE TESTS MEET THE MINIMUM REQUIREMENT OF 100% OF MAX. DENSITY.
TECHNICIAN: R. Plemmons
•
Offices:
Anchorage. AK
Atlanta, GA
Baltimore, MD
Birmingham, AL
Chicago, IL
Cincinnati, OH
Dallas, TX
Dayton, OH
Denver, CO
Ft. Wayne, IN
Gaitherburg, MD
RESPECTFULLY SUBMITTED,
ATEC ASSOCIATES,INC.
JOHN W. VAJRLLtE"P.E:,
VICE PFESIOENT
Corporate Office: Indianapolis, IN
Raleigh, NC
Griffith, IN
Longmont, CO
Salisbury, MD Aftiltate"s:
Huntsville, AL
Lousiville, KY
Savannah; GA Aie*an0ria VA
:Cranhfy VA
Indianapolis, IN
Jacksonville. FL
Miami, FL
Montgomery, AL
Toledo, OH
Washington, DC Newport News VA
Lexington, KY
Nashville, TN
West Palm Beach, FL Norfolk. VA
i n, -i .� rnn•rrneral
41a P na�C �n/�irnorc qnn F^vTI`fTtt'^DRi �r q�Icl<
ATEC Associates, Inc.
' 1779 Canova Street, S.E.
Palm Bay, Florida 32909
(305) 724-1273
•
REPORT
of
IN-PLACE DENSITY TESTS
PROJECT: Sebastian Highlands Unit #17
CLIENT : General Development Corp.
TEST METHOD : ASTM D-2922
WORK RELEASE: 3871-04
tiOIL DESCRIPTION
Gray and -tan sand
Tan and light brown sand with
trace of roots
Max. Den
100.3
105.5
FIELD TEST DATA
SPECIFIED MINIMUM PERCENT COMPACTION(PCF):100.0 %.
TEST LOCATION
NO.
1 Athens Ct Sta 0+45 C/L
• 2 Athens Ct Left side,
Center of cul-de-sac
3 Retest of #2
ELEV.
(FT)
grade
grade
Class A
Page 1 of 1
PROJECT NO.: 71-72-046
CLIENT NO. : 66
TEST DATE :1/22' 1/26
LAB NO. : SH8801-37
Opt. Moist
10.7
Method
AASHTO T-99
AASHTO T-909
MOIST. LIFT DENSITY (PCF) %
(0/10) NO. WET DRY MAX. COMP
7.0
6.9
grade 6.7
114.1 106.6 105.5 101.1
112.6 105.3 105.5 99.8
109.6 102.8 100.3 102.5
REMARKS:
ABOVE TESTS MEET
THE MINIMUM
REQUIREMENT OF 100/ OF MAX. DENSITY.
Sta 0+0
starts @ Empire Terrace
Material
was removed from
cul-de-sac,
due to improper grade by Siboney Const.
TECHNICIAN:
R. Plemmons
RESPECTFULLY SUBMITTED,
ATEC A;JBO, ATE , INC .
64V14 4.0!
JOHN W'; -;HARLLEE P. E.. ,
VICE PRES 1 DEIN T
Corporate Office: Indianapolis, IN
Offices:
Cincinnati, OH
Raleigh, NC
Affiliates:.
Anchorage, AK
Dallas, TX
Griffith, IN
Longmont, CO Salisbury, MTd, ,
Atlanta, GA
Dayton, OH
Huntsville, AL
Lousiville, KY Savannah, GA' AlexandriN,'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
Consultino Geotechnical / Materials Enoineers and Environmental Scientists
ATEC Associates, Inc.
V 1779 Canova Street, S.E.
Palm Bay, Florida 32909
(305) 724-1273
•
REPORT
of
IN-PLACE DENSITY TESTS
PROJECT: Sebastian Highlands Unit #17
CLIENT : General Development Corp.
TEST METHOD : ASTI M D-29'22
WORK RELEASE: 3871-04
SOIL DESCRIPTION Max. Den
Dark brown and gray sand with 106.0
traces of root
FIELD TEST DATA
Class A
Page 1 of 1
PROJECT NO.: 71-72-046
CLIENT NO. 66
TEST DATE 2/26/86
LAB NO. SH880238
Opt, Moist Method
10.2 AASHTO T-99
SPECIFIED MINIMUM PERCENT COMPACTION(PCF):100.0
THE MINIMUM
REQUIREMENT
TEST LOCATION
ELEV.
MOIST. LIFT
DENSITY (PCF)
90
NO.
(FT)
(%) NO.
WET DRY MAX.
COMP
1 Sta 0+45 C/L
grade
8.3
116.4 107.5 106.0
101.5
is
A\TEC A:S$aCIATES, INC' .
2 Center of Cul-de-sac
R/S grade
3.2
110.7 107.3 106.0
101.3
REMARKS: ABOVE TESTS MEET
THE MINIMUM
REQUIREMENT
OF 100% OF MAX. DENSITY.
Sta 0+0 starts @ Empire
Terrace
TECHNICIAN:
R. Plemmons
RESPECTFULLY SUBMITTED,
A\TEC A:S$aCIATES, INC' .
JOHN W:.-HARLLEE P. .,
•
VICE PRE`ti,IDEN, T
Corporate Office:
Indianapolis, IN
Offices:
Anchorage, AK
Cincinnati, OH
Dallas, TX
Griffith, IN
Longmont, CO
Raleigh, NC
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
Chicago, IL
Gaitherburg, MD
Lexington, KY
Nashville, TN
West Palm Beach, FL Norfolk. VA
Consulting Geotechnical / Materials Engineers. and Environmental Scientists
-1 ATEe Associates,
Inc.
[7
1779 Canova Street, S.E.
Palm Bay, Florida 32909
e (305) 724-1273
REPORT
of
IN-PLACE DENSITY TESTS
PROJECT: Sebastian Highlands Unit #17
Cr TEN"' . General Development Curl>.
utut
TEST METHOD . ASTM D-2922
WORK RELEASE: 3873-04
SOIL DESCRIPTION Max. Der:
Dark brown and bray sand 1.06.0
with trace of root:
Light gray sand with trace of roots 102.0
FIELD TEST DATA
SPECIFIED MINIMUM PERCENT COMPACTION(PCF):100.0 %.
TEST LOCATION ELEV.'MOIST. LIFT
NO. (FT) (0%, ) NO.
1 C/L of Barber St @ Midway -2.5' 12.0 1
• 2 C/L+ of Barber St @ Midway
Court
-1.5' 9,4 2
Class A
Page i of 6
PROJECT NO
'"LIENT NO.
TEST DATE
LAB NO.
Opt. Moist
1 L
71-72-046
66
2/17 2/18
�H880243
Method
AASHTO T-99
9.8 AASHTO T-99
DENSITY (PCF) %
WET DRY MAX. COMP
119.2 106.4 106.0 100.4
113.1 108.0 106.0 101.8
sub
3 C//r_ Barber St @ Midway grade
12.5 3
121.6 108.1 106.0 102.0
of
Court
4 Left shoulder of Barber St -2.5'
8.3 1
116.3 107.4 106.0 101.3
@ Midway Court, E of Tee
5 Left shoulder of Barber St -1.5'
9.2 2
112.2 109.7 102.0 100,7
@ Midway Court, W of Tee
6 Left shoulder of Barber St grade
7.0 3
113.5 106.1 106.0 100.1
@ Midway Court, E of Tee
REMARKS: ABOVE TESTS MEET THE MINIMUM
REQUIREMENT
OF 100% OF MAX.:DENSITY.
TECHNICIAN: R. Plemmons
RESPECTFULLY 'SUBMITTED,
A�T�EC ASSOCIATES, INC .
JOHN ... HARLLEE P.
E.L
VICE R1�.LDi�T
Corporate Office:
Offices: Cincinnati, OH
Indianapolis, IN
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
Chicago, IL Gaitherburg, MD Lexington, KY
Nashville, TN
West Palm Beach, FL Norfolk. VA
Consulting Geotechnical
/ Materials Enoineers. and Environmental Scientists
ATEC Associates, Inc.
VV1779 Canova Street, S.E.
Palm Bay, Florida 32909
(305) 724-1273
i
REPORT
Cass A
of
Page 2 of 6
IN-PLACE DENSITY TESTS
I
PROJECT: Sebastian Highlands
Unit #17
PROJECT NO.: 71-72-046
CLIENT : General Development
Corp.
CLIENT NO. 66
TEST METHOD : ASTM D-2922
TEST DATE 2/18
WORK RELEASE: 3873-04
LAB NO. SH880243
SOIL DESCRIPTION
Max. Den
Opt. Moist Method
Dark brown and gray sand
106.0
10.2 AASHTO T-99
with trace of roots
Light gray sand with trace
of roots 102.0
9.8 AASHTO T-99
FIELD TEST DATA
SPECIFIED MINIMUM PERCENT
COMPACTION(PCF):100.0 %.
TEST LOCATION
ELEV. MOIST. LIFT
DENSITY (PCF)
NO.
(FT) (%) NO.
WET DRY MAX. COMP
7 C/L of Barber St
-2.5' 17.3 i
122.3 104.3 106.0 98,3
@ Brisbane St
•
8 Retest of #7
-2.5' 6.0 1
112.4 106.0 106.0 100.0
9 C/L of Barber St
-1.51 11.1 2
119.9 107.8 106.0 101.7
@ Brisbane St
sub
10 C/L of Barber St
grade 10.3 3
113.3 102.7 102.0 100.7
@ Brisbane St
11 Left shoulder of Barber
St -2.0' 6.2 1
109.2 102.8 102.0 100.8
I
@ Brisbane St E of Tee
12 Left shoulder of Barber
St -1.0 9.9 2
114.7 104.3 102.0 102.3
@ Brisbane St W of Tee
REMARKS: ABOVE TESTS MEET
THE MINIMUM REQUIREMENT
OF 100% OF MAX. DENSITY.
TECHNICIAN: R. Plemmons
RESPECTFULLY SUBMITTED,
ATEC ASSOCIATES,INC.
/JOHN
W.
•
VICE PRE i),)ENT
Offices: Cincinnati, OH
Corporate Office: Indianapolis. IN
*#rrr
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
Chicago, IL Gaitherburg, MD
Lexington, KY Nashville, TN
West Palm Beach, FL Norfolk. VA
I
Consulting Geotechnical / Materials Engineers. and Environmental Scientists
I •
►TEC Associates, Inc.
V 1779 Canova Street, S.E.
Palm Bay, Florida 32909
(305) 724-1273
I SPORT
of
1N -PLACE DENSITY TESTS
PROJECT: Sebastian Highlands Unit #17
CLIENT : General Development Corp.
TEST METHOD : ASTM D-2922
WORK RELEASE: 3873-04
SOIL DESCRIPTION Max. Den
Dark brown and gray sand 106.0
with trace of roots
Class A
Page 3 of 6
PROJECT NO.: 71-72-046
CLIENT NO. 66
TEST DATE 2/19
LAB NO. SH880243
Opt. Moist Method
10.2 AASHTO T-99
Light gray sand with trace of roots
10-11.0
9.8 AASHTO T-99
FIELD TEST DATA
SPECIFIED MINIMUM PERCENT COMPACTION(PCF):100.0
%.
TEST LOCATION ELEV. MOIST. LIFT
DENSITY (PCF) %
NO. (FT) (%)
NO.
WET DRY' MAX.. COMP
13 Left shoulder of Barber St grade
11.6 3
115.7 103.7 102.0 101.7
• @ Brisbane St E of Tee
14 C/L of Barber St @ Aldea Dr -2'
8.4 1
115.9 106.9 106.0 100.8
15 C/L of Barber St @ Aldea Dr -1'
5.8 2
112.2 106.6 106.0 100.6
sub
16 C/L of Barber St @ Aldea Dr grade
4.7 3
111.1 106.1 106.0 100.1
17 Left shoulder of Barber St -2'
10.1 1
117.2 106.4 106.0 100.4
@ Aldea Dr E side of Tee
18 Left shoulder of Barber St -1
10.2 2
116.8 106.0 106.0 100.0
@ Aldea Dr W side of Tee
REMARKS: ABOVE TESTS MEET THE MINIMUM
REQUIREMENT OF 100% OF MAX. DENSITY.
,
TECHNTICT�AN: T. Bass
RESPECTFULLY SUBMITTED,
ATEC A2Z0CIATES, INC:.
JOHN -W. HARLLEE P.E,: ,
•
VICE FRP---c--,DENT
Corporate Office: Indianapolis, IN
Offices: Cincinnati, OH
Anchorage, AK Dallas, TX Griffith, IN
Longmont, CO
Raleigh, AJC
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
Chicago, IL Gaitherburg, MD Lexington, KY
Nashville, TN
West Palm Beach, FL Norfolk. VA
Consulting Geotechnical / Materials Fna neers. and Environmental Scientists
►TEC Associates, Inc.
1779 Canova Street, S.E.
Palm Bay, Florida 32909
V1_V (305) 724-1273
REPORT
of
IN-PLACE DENSITY TESTS
PROJECT: Sebastian Highlands Unit #17
CLIENT : General Development Corp.
TEST METHOD : ASTM D-2922
WORK RELEASE: 3873-04
SOIL DESCRIPTION Max. Den
Dark brown and gray sand 106.0
with trace of roots
Light gray sand with trace of roots 102.0
FIELD TEST DATA
SPECIFIED MINIMUM PERCENT COMPACTION(PCF):100.0 %.
TEST LOCATION ELEV. MOIST. LIFT
NO. (FT) (%) NO.
19 Left shoulder of Barber St grade 7.2 3
@ Aldea Dr E side of Tee
419-0 C/L of Barber St @ -2.5' 5.9 1
Arcadia Dr
21 Retest of #20 6.2 1
Class A
Page 4 of 6
PROJECT N
CLIENT NO.
TEST DATE
LAB NO.
Opt. Moist
10.2
0.: 71-72-046
66
2/19
SH880243
Method
AASHTO T-99
9.8 AASHTO T-99
DENSITY (PCF) %
WET DRY MAX. COMP
115.5 107.7 106.0 101.6
109-3 103.1 106.0 97.3
113.1 106.5 106.0 100.5
22 C/L of Barber St @
2
118.8 107.7 106.0 101.6
Arcadia Dr
sub
23 C/L of Barber St @
grade
7.5 3
114.9 106.8 106.0 100.8
Arcadia Dr
24 Left shoulder of Barber
St -2'
1i.0 1
120.5 108.5 106.0 102.4
@ Arcadia W of Tee
REMARKS: ABOVE TESTS MEET
THE MINIMUM
REQUIREMENT
OF 100% OF I1AX:.._.11ENSITY.
TECHNICIAN: T. Bass
R ESPEC *F UI,LY SUBMITTED,
fi:�COC�A` ES, TLNC..
--'(Ai.,t,.'.,C
/OHN
W-..'.RARLLEE P. E' ,
•
VICE PRES'IDNT ._<
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
Chicago, IL Gaitherburg, MD
Lexington, KY
Nashville, TN
West Palm Beach, FL Norfolk. VA
Consulting Geotechnical / Materials Engineers and Environmental Scientists
ATEC Associates, Inc.
IV1779 Canova Street, S.E.
Palm Bay, Florida 32909
(305) 724-1273
REPORT
of
IN-PLACE DENSITY TESTS
PROJECT: Sebastian Highlands Unit #17
CLIENT . General Development Corp.
TEST METHOD . ASTM D-2922
WORK RELEASE: 3873-04
SOIL DESCRIPTION Max. Den
Dark brown and gray sand 106.0
with trace of roots
Light gray sand with trace of roots 102.0
Class A
Page 5 o 6
PROJECT NO
CLT ENT N0.
TEST DATE
LAB NO.
Opt. Moist
10.2
71-72-046
66
2/19
SH880243
Method
AASHTO T-99
AASH -10 T-99
FIELD TEST DATA
SPECIFIED MINIMUM PERCENT COMPACTION(PCF):100.0 %.
TEST LOCATION ELEV. MOIST. LIFT DENSITY (PCF)
N0. NO. WET DRY MAX. COMP
25 Left shoulder of Barber
St -1'
8.0 2
115.6 107.1 106.0 101.0
@ Arcadia E of Tee
•26
Left shoulder of Barber
St grade
5.1 3
113.3 107.8 106.0 201.7
@ Arcadia W of Tee
27 C/L of Barber St @ Empire
-2.5'
10.9 Z
114.0 102.8 102.0 100.8
Terrace
28 C/L of Empire Terrace @
-2.5'
11.1 Z
116.8 105.2 402.0 103.1
Barber St
29 C/L of Barber St @
-1.5'
9.4 2
117.9 207.8 106.0 101.7
Empire Terrace
30 C/L of Empire Terrace @
-1.5'
8.0 2
114.9 106.4 106.0 100.4
Barber St
REMARKS: ABOVE TESTS MEET
THE MINIMUM
REQUIREMENT OF 100% OF MAX. DENSITY.
TECHNICIAN_ : T. Batts
RESPECTFULLY SUBMITTED,
ATEC ASSOCIATES,INC..
�i L
JOHN W.., H`ARLLEE P. E,.')
•
VICE PRESINT
°
Offices: Cincinnati, OH
Corporate Office:
Indianapolis. IN
Raleigh, IJC...
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
Chicago, IL Gaitherburg, MD
Lexington, KY
Nashville, TN
West Palm Beach, FL Norfolk. VA
I, Consulting Geotechnical / Materials Engineers and Environmental Scientists
►TEC Associates, Inc.
1779 Canova Street, S.E.
Palm Bay, Florida 32909
(305) 7241273
• REPORT
of
IN-PLACE DENSITY TESTS
PROJECT: Sebastian Highlands Unit #17
CLIENT : General Development Corp.
TEST METHOD : ASTM D-2922
WORK RELEASE: 3873-04
SOIL DESCRIPTION Max. Den
Dark brown and gray sand 106.0
with trace of roots
Light gray sand with trace of roots 102.0
FIELD TEST DATA
SPECIFIED MINIMUM PERCENT COMPACTION(PCF):100.0 %.
TEST LOCATION ELEV. MOIST. LIFT
NO. (FT) ( °% ) NO.
sub
31 C/L of Barber St @ Empire grade 5.3 3
• Terrace
32 C/L of Empire Terrace
@ Barber St
33 Left shoulder of Barber St
@ Empire W of Tee
34 Left shoulder of Barber St
@ Empire W of Tee
35 Left shoulder of Barber St
@ Empire W of Tee
Sub
grade
7.1 3
12.0 1
-1'
10.7 2
grade
5.6 3
Class A
Page 6 of 6
PROJECT NO
CLIENT NO.
TEST DATE
LAS NO.
Opt. Moist,
10.2
71-72-046
66
2/19
SH880243
Method
AASHTO T-99
9.8 AASHTO T-99
DENSITY (PCF) %
WET DRY MAX. COMP
111.6 106.0 106.0 100.0
114.9 107.3 106.0 101.2
121.5 108.4 106.0 102.3
113.7 102.7 102.0 100.7
112.2 106.2 106.0 100.2
REMARKS: ABOVE TESTS MEET
THE MINIMUM
REQUIREMENT
OF 10^0'°0 OF.MAX: DENSITY.
TECHNICIAN:
T. Bass
RESPECTFULLY SUBMITTED,
ATEC A''.SOCIATES,INC.
JOHN W . riAR L,L•EE -P 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
Chicago, IL
Gaitherbur MD
9.
Lexington, KY
9
Nashville, TN
West Palm Beach, FL Norfolk, VA
I
Consultine Geotechnical / Materials Enoinpprs and Fnvironmental Scientists
ATEC Associates, Inc.
V1779 Canova Street, S.E.
Palm Bay, Florida 32909
(305) 724-1273
•
REPORT
of
IN-PLACE DENSITY TESTS
PROJECT: Sebastian Highlands Unit 917
CLIENT : General Development Corp.
TEST METHOD : ASTM D-2922
WORK RELEASE: 3871-04
SOIL DESCRIPTION
Dark brown and gray sand with
traces of root
Max. Den
106.0
FIELD TEST DATA
SPECIFIED MINIMUM PERCENT COMPACTION(PCF):100.0 %.
TEST LOCATION
NO.
1 Sta 0+45 R/S
0 2 Sta 2+00 L/S
Class A
Page 1 of
PROJECT NO.
CLIENT NO.
TEST DATE
LAB NO.
Opt. Moist
10.
71-72-046
66
2/29/88
SH880255
Method.
AASHTO T-99
ELEV.
MOIST. LIFT
DENSITY (PCF)
%
(FT)
(%) NO.
-WET DRY MAX.
COMP
grade
10.2
118.5 107.5 106.0
101.4
grade
5.2
112.5 106.9 106.0
100.8
REMARKS: ABOVE TESTS MEET THE MINIMUM REQUIREMENT OF 100% OF MAX. DENSITY
Sta 0+0 starts
@ Day Drive
TECHNICIAN:
R. Plemmons
RESPECT_' FULLY SUBMITTED,
ATEC ASSOCLATES,INC.
JOHN W. .nARLLEE P E •.'
•
.
VICE FRE.SI2ZNTo
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
Chicago, IL
Gaitherburg, MD
Lexington, KY
Nashville, TN
West Palm Beach, FL Norfolk. VA
Consulting Geotechnical / Materials Engineers and Environmental Scientists
r
ATEe Associates, Inc.
�UfF
1779 Canova Street, S.E.
Palm Bay, Florida 32909
(305) 724-1273
RE' ORT
of
!N -PLACE DENSITY TEST:
PROJECT: Sebastian. Highlands Unit #17
CLIENT : General Development Corp.
TEST METHOD. : ASTM D-2922
WORK RELEASE: 871-04
SOIL DESCRIPT ION Mai:. Den
Light gray sand with trace of root: 102.0
FIELD TEST DATA
Class A
Page 1 Of i
PROJECT NO.: 71-72-046
CLIENT N0. 66
TEST DATE 2/88
LAD O_ SH880266
Opt. Moi st Me.4
9.8 AASETO T-99
SPECIFIED MINIMUM PERCENT COMPACTION(PCF):100.0 %.
TEST LOCATION ELEV. MOIST. LIFT DENSITY (PCF) %
NO. (FT) (%) NO. WET DRY MAX. COMP
1 Sta 0+50 L/S of Road grade 5.3 108.8 103.3 102.0 101.3
2 Sta 1+50 R/S of Road grade. 5.8 110.8 1044.8 102.0 102.7
REMARKS: ABOVE TESTS MEET THE MINIMUM REQUIREMENT OF 100% OF. MAX, DEI4SITY
Sta 0+0 starts @ Day Drive
TECHNICIAN: R. Plemmons
RESPECTFULLY SUBMITTED,
ATEC A.SSO:CIATES;INC.
JOHN W-.'--riAtR-"%L�E' : E .
VICE PRES,IDE.WT
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
Chicago, IL
Gaitherburg, MD
Lexington, KY
Nashville, TN
West Palm Beach, FL Norfolk. VA
Consufinq
Geotechnical / Materials Encineers. and Environmental Scientists
ATEC Associates, Inc.
- 1779 Canova Street, S.E.
z Palm Bay, Florida 32909
(305) 724-1273
•
REPORT
Class A
of
Page 1 of 5
IN-PLACE
DENSITY TESTS
PROJECT: Sebastian Highlands Unit #17
PROJECT NO.: 71-72-046
CLIENT : General Development Corp.
CLIENT NO. 66
TEST METHOD : ASTM D-2922
TEST DATE 3/01/88
WORK RELEASE: 3873-04
LAB NO. SH880268
SOIL DESCRIPTION
Max. Den
Opt. Moist Method
Light gray sand w/traces of root
102.0
9.8 AASHTO T-99
Dk.brown and gray sand w/traces of
root 106.0
10.2 AASHTO T-99
Tan and gray sand w/traces of root
100.3
10.7 AASHTO T-99
Tan and lt.brown sand w/ traces of
root 105.5
9.0 AASHTO T-99
FIELD
TEST DATA
SPECIFIED MINIMUM PERCENT COMPACTION(PCF):100.0
%.
TEST LOCATION ELEV.
MOIST. LIFT
DENSITY (PCF) %
NO. (FT)
(%) NO.
WET DRY MAX. COMP
1 Barber Street @ Justine -2'
6.2 1
123.2 106.3 106.0 100.3
Drive C/L
•
2 Left shoulder of Barber -23
13.5 1
112.8 107.7 106.0 101.7
@ Justine W of Tee
3 Barber Street @ Justine -1'
10.3 2
122. 100.9 100.5 100.6
Drive C/L
4 Barber Street @ Justine grade
5.1 3
111.2 107.2 105.5 101.6
R/S
5 Left shoulder of Barber grade
6.0 3
112.7 105.5 105.5 100.0
@ Justine E of Tee
6 Right shoulder of Justine -1'
15.4 2
111.9 96.0 100.3 95.7
@ Barber
REMARKS: ABOVE TESTS MEET THE MINIMUM REQUIREMENT
OF 100% OF MAX. DENSITY.
TECHNICIAN: R. Plemmons
RESPECTFULLY, SUBMITTED;..:
ATEC ASSOCIATES; INC .
JOHN W..,. HARLLEE P. E..`1
VICE PRESIDENT
^.P
Corporate
Offices: Cincinnati, OH
Office: Indianapolis, IN
Raleigh, NC,
Anchorage, AK atlas TX Griffith IN
D
Longmont, CO
9
_
Affiliates: Y
Salisbury, MD �
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 Beach, FL Norfolk, VA
Consulting Geotechnical / Materials Engineers. and Environmental Scientists
ATEC Associates, Inc.
V� 1779 Canova Street, S.E.
4. ' Palm Bay, Florida 32909
(305) 724-1273
•
REPORT
Class A
of
Page 2 of 5
IN-PLACE DENSITY TESTS
PROJECT: Sebastian Highlands Unit #17
PROJECT NO.: 71-72-046
CLIENT : General Development Corp.
CLIENT NO. 66
TEST METHOD : ASTM D-2922
TEST DATE 3/01/88
-
WORK RELEASE: 3873-04
LAB NO. SH880268
SOIL DESCRIPTION Max. Den
Opt. Moist Method
Light gray sand w/traces of root 102.0
9.8 AASHTO T-99
Dk.brown and gray sand w/traces of root 106.0
10.2 AASHTO T-99
Tan and gray sand w/traces of root 100.3
10.7 AASHTO T-99
Tan and lt.brown sand w/ traces of root 105.5
9.0 AASHTO T-99
FIELD TEST DATA
SPECIFIED MINIMUM PERCENT COMPACTION(PCF):100.0 %.
TEST LOCATION ELEV. MOIST. LIFT
DENSITY (PCF) %
NO. (FT) (%) NO.
WET DRY MAX. COMP
7 Barber Street @ Paddock St. -2' 8.1 1
114.9 106.3 106.0 100.3
R/S
8 Left shoulder of Barber -2' 5.9 1
108.8 102.7 102.0 100.7
St. E of Tee
9 Barber Street @ Paddock St. grade 11.0 3
117.9 106.2 106.0 100.2
L/S
10 Left shoulder of Paddock grade 8.9 3
116.7 107.1 106.0 101.1
St. @ Barber
11 C/L of Barber St. -1' 10.1 2
106.0 106.0 100.0
@ Paddock St.
12 Left shoulder of Barber -1' 8.2 2
115.4 106.6 106.0 100.6
@ Paddock St. @ Tee
REMARKS: ABOVE TESTS MEET THE MINIMUM REQUIREMENT
OF 100% OF MAX. DENSITY:'
TECHNICIAN: R. Plemmons
RESPECTFULLY SUBMITTED,
ATEC ASSOCIATES,I.NC.
JOHN W .-HARLLEE P. E., '
VICE PREaIDENT--°-
Indianapolis,
Corporate Office..IN
Offices: Cincinnati, OH
Anchorage, AK Dallas, TX Griffith, IN Longmont, CO
Raleigh, NG •'
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
Chicago, IL Gaitherburg, MD Lexington, KY Nashville, TN
West Palm Beach, FL Norfolk, VA
Consulting Geotechnical / Materials Engineers and Environmental Scientists
ATEC Associates, Inc.
1779 Canova Street, S.E.
Palm Bay, Florida 32909
(305) 724-1273
•
REPORT
Class A
of
Page 3 of 5
IN-PLACE DENSITY TESTS
PROJECT: Sebastian Highlands Unit #17
PROJECT NO.: 71-72-046
CLIENT : General Development Corp.
CLIENT NO. 66
TEST METHOD : ASTM'D-2922
TEST DATE 3/02/88
WORK RELEASE: 3873-04
LAB NO. SH880268
SOIL DESCRIPTION Max. Den
Opt. Moist Method
Dk.brown and gray sand w/traces of root 106.0
10.2 AASHTO T-99
Tan and gray sand w/traces of root 100.3
10.7 AASHTO T-99
Tan and lt.brown sand w/ traces of root 105.5
9.0 AASHTO T-99
FIELD TEST DATA
SPECIFIED MINIMUM PERCENT COMPACTION(PCF):100.0 %.
TEST LOCATION ELEV. MOIST. LIFT
DENSITY (PCF) %
NO. (FT) (%) NO.
WET DRY MAX. COMP
13 R/S of Barber St. -2' 12.2 1
119.3 106.3 106.0 100.3
@ Day Drive
14 Left shoulder of Barber St. -2' 6.8 1
114.9 107.6 106.0 101.6
@ Day Drive 30' E of Tee
15 L/S of Barber St. grade 13.0 3
119.9 106.1 106.0 100.1
@ Day Drive
16 Right shoulder of Day grade 12.6 3
119.6 106.2 106.0 100.2
Drive @ Barber St.
17 C/L of Barber St. -1' 9.7 2
117.4 107.0 106.0 100.9
@ Day Drive
18 Left shoulder of Barber St. -1' 10.6 2
117.6 106.4 106.0 100.4
@ Day Drive 20 E of Tee
REMARKS: ABOVE TESTS MEET THE MINIMUM REQUIREMENT
OF 100% OF MAX. DENSITY.
TECHNICIAN: R. Plemmons
RESPECTFULLYJSUBMITTED,
ATEC AS$OC1ATES , INC . `.
JOHN W',' "AARLLEE P. E.
.
VICE PRESSIDENT
Corporate Office: Indianapolis. IN
Offices: Cincinnati, OH
Anchorage, AK Dallas, TX Griffith, IN Longmont, CO
Raleigh, NC-
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
Chicago, IL Gaitherburg, MD Lexington, KY Nashville, TN
West Palm Beach, FL Norfolk, VA
Consultino Geolechnical / Materials Engineers and Environmental Scientists
ATEC Associates, Inc.
. 1779 Canova Street, S.E.
Palm Bay, Florida 32909
(305) 724-1273
•
REPORT
Class A
of
Page 4 of 5
IN-PLACE DENSITY TESTS
PROJECT: Sebastian Highlands Unit #17
PROJECT NO.: 71-72-046
CLIENT : General Development Corp.
CLIENT NO. 66
TEST METHOD : ASTM D-2922
TEST DATE 3/02/88
WORK RELEASE: 3873-04
LAB NO. SH880268
SOIL DESCRIPTION Max. Den
Opt. Moist Method
Dk.brown and gray sand w/traces of root 106.0
10.2 AASHTO T-99
Tan and gray sand w/traces of root 100.3
10.7 AASHTO T-99
Tan and lt.brown sand w/ traces of root 105.5
9.0 AASHTO T-99
FIELD TEST DATA
SPECIFIED MINIMUM PERCENT COMPACTION(PCF):100.0
�.
TEST LOCATION ELEV. MOIST. LIFT
DENSITY (PCF) %
NO. (FT) M NO.
WET DRY MAX. COMP
19 C/L of Barber St. -2' 9.1 1
110.6 101.4 100.3 101.1
• @ Miller Drive
20 Left shoulder of Barber St. -2' 12.2 1
105.6 105.5 100.1
@ Miller W of Tee
21 R/S of Barber St. grade 12.0 3
118.9 106.2 106.0 100.2
@ Miller Drive
22 Left shoulder of Barber St. grade 8.0 3
116.3 107.7 106.0 101.7
@ Miller E of Tee
23 Left shoulder of Miller -1' 10.9 2
114.9 103.6 102.0 101.6
Drive @ Barber St.
24 C/L of Barber St. -1' 10.5 2
115.8 104.8 102.0 102.8
@ Miller Drive
REMARKS: ABOVE TESTS MEET THE MINIMUM REQUIREMENT OF 100% OF MAX, DENSITY.
TECHNICIAN: R. Plemmons
RESPECTFULLY SUBMITTED,
ATEC ASSOCIATES,INC.:
JOHN W.. 14ARLLEE P . E'. ,
•
VICE PRES,IDENT....--'
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
Chicago, IL Gaitherburg, MD Lexington, KY Nashville, TN
West Palm Beach, FL Norfolk. VA
Consulting Geotechnical / Materials Engineers and Environmental Scientists
li,-
•
ATEe Associates, Inc.
V1779 Canova Street, S.E.
Palm Bay, Florida 32909
(305) 724-1273
REPORT
of
IN-PLACE DENSITY TESTS
PROJECT: Sebastian Highlands Unit #17
CLIENT : General Development Corp.
TEST METHOD : ASTM D-2922
WORK RELEASE: 3873-04
SOIL DESCRIPTION Max. Den
Light gray sand with traces of root 102.0
Class A
Page 5 of 5
PROJECT NO.: 71-72-046
CLIENT NO. 66
TEST DATE 3/03/88
LAB NO. SH880268
Opt. Moist Method
9.8 AASHTO T-99
FIELD
TEST DATA
SPECIFIED MINIMUM PERCENT
COMPACTION(PCF):100.0
%.
TEST LOCATION
ELEV.
MOIST. -LIFT
DENSITY (PCF) %
NO.
(FT)
(%) NO.
WET DRY MAX. COMP
25 C/L of Douglass Ave.
-2'
6.8 1
110.4 103.3 102.0 101.3
• @ Barber Street
26 Right shoulder of Douglass
-2'
8.0 1
110.4 102.2 102.0 100.2
15' W of Barber
27 Left shoulder of Barber
-1'
7.3 2
112,4 104.8 102.0 102,7
St. 15' N of Douglass
28 L/S of Douglass Ave.
-1'
9.9 2
113.4 103.2 102.0 101.2
@ Barber St.
29
grade
6.3 3
111.9 105.3 102.0 103.2
30 Right shoulder of Douglass
grade
6.8 3
108.9 102.0 102.0 100.0
Ave. 15' W of Barber
31 Retest of #6
-1
10.7 2
111.7 100.9 100.3 100.6
REMARKS: ABOVE TESTS MEET
THE MINIMUM
REQUIREMENT OF 100% OF MAX.. DENSITY.
TECHNICIAN: R. Plemmons
RESPECTFULLY SUBITTED,
ATEC'ASSOCIATES,INC'-
�eC
JOHN W - - HARLLEE P . E . ,
•
VICE P E81IDENT
Corporate
Office: Indianapolis. IN
Offices: Cincinnati, OH
Anchorage, AK Dallas, TX
Griffith, IN
Longmont, CO
Raleigh; -MC'
Salisbury; MID Affiliates:
Atlanta, GA Dayton, OH
Baltimore, MD Denver, CO
Huntsville, AL
Indianapolis, IN
Lousiville, KY
Miami, FL
Savannah, GA;'.-,-.. Alexandria. VA
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
Consulting Geotechnical / Materials Engineers. and Environmental Scientists
•
ATEG A,SSOC1aies, m(,; .
PAGE ' OF 3
REPORT OF IN-PLACE SOIL DENSITY TESTS
DATE • 1/5 TO 1/7
CLIENTS 66 PROJECT=1i 71-72-046
WORD: RELEASE# 3871-04
LAB'i SH880026
PROJECT: SEBASTI AN HIGPS LNDS UNIT #17
CLIENT: GF2\ER.A? DEVELOPKEI\'T COP.P.
LABORATORY DATA
ON, : DE�:SI PCI 90IS"iU�:E i� !
� SOIL DESCRZPT--
1 raylbLl UL VN'l: JGl lli L r EL V 1 Loots ' - /D I j
b: light gray sand with trace o_` roots 102.0 ; 9.8
c: dark brown and gray sand wit:: traces of roots 105.0 10.2
t Ce o` roots 01 0 ° 0
d: li ht rr,� wl,ll ra "
T,_ ST RESULTS
l,r rr.r. .nrn^nnrn [`TnL`LT
I r
I e r r)',I
�70IST. �I:T 1 DT_NSITY (PCF)
f �r f of
D .�
")
COmp.
f l
i
i I
ST. A 22.
CENTER OF St,! W. SIDE
I I
-2' 7.9 13 111113.9 �
105.5
105.1
100.4 �
6.712 1115 1 I108.4
1n? I
i 3
BARBER ST. STA 23+00 C/L 1-2.5'1
5.5 3 !107.8
102.2 ;
i
102.0
100.2
is ,
„ „ 23+25 C/L
-3.5' 1
I2 111.1 1
1 11
,102.3
5
" 23+00 C/L 1-4.5'1
8.8 1 1109.8 ,
101.0
( 101.0
100.0
6
, " 25+00 C/L
-2'
1 5.5 13
1113.0
107.0
106.0
( 100.9
7
I �� �� '� 11 11 11
1-3'
11.01
2 1117.1
105.5
105.1
1 100.3
g
i 11 �' " "
-4'
10.5
1 1121.0
109.5
( 106.0
103.3
9
. JiA_75+UU
CATER OF SHOULDER E.SIDE OF STREET'
-2'
I 8.2
3
1111.1
108.8
106.0
102.6
EAST SWALE WEST IDE
>r
- '
_ 1
4I
, 9l
I -IDD R
12
CE=OF SHOULDER V. SIDE OF STREET
-2'
8.3
3
116.8
.107.9
-106.0--
101.7
iftal
• No �.
M��ffi
Offices:
Anchorage, AK
Atlanta, GA
Baltimore, MO
Birmingham. AL
Chicago. IL
Cincinnati, OH
Dallas. TX
Dayton. OH
Denver, CO
FL Wayne, IN
Gaitherburg, MO
Corporate office: Ind-anapolis,IN
Griffith. IN
Longmont. CO
Huntsville. AL
Lousiville• KY
Indianapolis. IN
Miami, FL
Jacksonville. FL
Montgomery. AL
Lexington, KY
Nashville. TN
Raleigh, NC
Affiliates:
Salisbury, MO
Alexandria VA
Savannah, GA
-
Chantilly, VA
Toledo, OH
N,,p0r' Nes. VA
Washington, DC
Npr,ok VA
West Palm Beach. FL
ATEC Associates, Inc.
rl ;,? ;ter, .j;+eel. $VN V
.�
PaL•r. L.-:pira 329CP
• REPORT OF IN-PLACE SOIL DENSITY TESTS
CUSS
f1
PACE OF
/i •TYl , /,',
PROJECT: SEBASTIAN HIGHLANDS UNIT #17 CLIENT- 66 PROJECT# 71-72-046
CLIENT: GEi_�TERAI DLVELOPMENTT CORP. V0RK RELEASEe387,
_
TEST METHOD: AASHTO T-99 LAB -ft SH880026
LABORATORY DATA.
SOIL DESCRIPTION: �DENSIT' PCF (,'IDIS= % ,
B: LIGHT GRAY Sk1,0 WITH TRACE OF ROOTS I 102.0 j 9.8
C: DARK BRCIA' AND GRAY SAND I,,ITH -TRACES OF ROOTS 106.0 10.2
ZEST
Longmont CO
TECHNICIAN:
Lousiville. KY
Offices:
Cincinnati, OH
�.IOIST.�IFT I DENSITY (PCF)
�MAX. DEN. I CO'.
Atlanta. GA
Dayton. OH
i
G^ \T D T r
G I
( T }l
!� j
1
I .r"
'
i
I
13
barber
st.
sta 25+00
a
of
ll ,
r r a 1
_�
o-
�,
�11� 5
1
14
1GRAD�7110.8
! 5
j116.8
105.4
105.1
i I
1100.3
barber
st.
sta 23+00
i, 2
i
1
1-3.5'1
8.4
12
1111.9
j 103.2
102.0
61.2 I
„
17
(center
of
shoulder w.side
of street
1 -1'
1 6.8
i
! 3
I
!115.6
1 108.2
106.0 1102.0
1
18
1GRADE1
7.1
1 4
1115.0
1 107.4
106.0
1101.3 1
19
center
of
shoulder e.side
of street
1GRADE
9.0
1 5
;115.4
(105.9 1102.0
1103.8
20
GRADE
10.4
I
j 4
1117.0 1
106.0
105.1 1100.8
21
barber
st.
sta 25+00 C/L
1GRADEI
7.6
1 5
112.3
104.4
102.0 1102.4
"
1
1115.2
1100.0
22
-1'
9.6
4
105.1
105.1
barber
st.
sta23+UU
23
center
of
shoulder e.side
of street
GRADE
8.1
5
111.7
103.3
102.0
101.3
24
it
11
if " it
it - 11
-1'
9.1
4
111.4
102.1
'102w-0
100.1
•
Longmont CO
TECHNICIAN:
Lousiville. KY
Offices:
Cincinnati, OH
Anchorage. AK
Dallas, TX
Atlanta. GA
Dayton. OH
Baltimore, MO
Denver, CO
Birmingham, AL
FL Wayne. IN
('hirann II
r:ni!hnrhivn un
Corporate Office: lndianapolis.IN
Griffith, IN
Longmont CO
Huntsville. AL
Lousiville. KY
Indianapolis. IN
Miami, FL
Jacksonville. FL
Montgomery. AL
1 nvrnnlnn VV
r,l..�i...:��.. ..
Raleigh, NC
Salisbury, MD
Atfiliates:
Savannah, GA
Alir, . VA
Toledo, OH
Cnaruiay. VA
Washington, DC
Ne. Wn News. VA
•
ATEC ,associates, inc.
779 C::n-r:a S1rcc!. Sc
i:.ti j/J 1 ., •ter .:
REPORT OF IN-PLACE SOIL DENSITY' TESTS
PROJECT: SEBASTIAN HIGHLAJNDS UNIT #17
C IENT: GENERAL DEVELOPMENT CORP.
TEST METHOD: AASHTO T-99
CLASS
r.
PAGE 3
OF
J
1 /1 7 /RR
DA I t • --
CLIENT# 66 PROJECT# 71-72-01.6
wl
WORD: RELEASE3871-04
LAB;# SH880026
LABORATORY DATA
FSOIL DESCRIPTION: DET'SIT' PCF IMSTURE %
A : LIGHT MPA' SA1'�D (,1T�i TRACE OP ROOTS 102.0 I 9.8
Lo
TEST P.`SUI.TS
TF LARKS ; ATT Th'r TF_ WF T 'TT,'r MTNT�" �" RF TTiRT' STT OF 1(XY' nF-MAXTMI TM nFi`1STTY_
TF -!E' -1st LIFT ON THE W.SIDE SHOULDERS (-4' @ STA 23+00 AND -3' OF STA 25+0) AND THE 1st LIFT
ON TIS E.SIDE SHOULDERS (-4.5' @ STA 23+00) COULD NOT BE TESTED DUE TO GROUND WATER I!nUSION
R. PiEn-9ONS
• TECHNICLM:
l T TAT
ST. STA 23+00 C L
v, 1 DIST-
(^` ' I o/
J
GRP.DS 9
-1' 6.4
IFT D SITY (PCF) JMA?:.DEN.
i
5 i09.0 1104.91
112•° i 106.1 1
� Comp.
or 1
102
106.0100.0 1
IFST
25 (BARBER
26 f
Atlanta, GA
Daylon, OH
Huntsville, AL
Lousiville, KY
I
Denver. CO
�
Miami. FL
Birmingham, AL
Ft Wayne, IN
Jacksonville, FL
Montgomery. A
Chicano 11
r;niiherburc w)
i exinoton. KY
Nashville. TN
f
i
l
l I
I
I
i
I
I
I
I
I
I
I
!
1F-1
J,,
TF LARKS ; ATT Th'r TF_ WF T 'TT,'r MTNT�" �" RF TTiRT' STT OF 1(XY' nF-MAXTMI TM nFi`1STTY_
TF -!E' -1st LIFT ON THE W.SIDE SHOULDERS (-4' @ STA 23+00 AND -3' OF STA 25+0) AND THE 1st LIFT
ON TIS E.SIDE SHOULDERS (-4.5' @ STA 23+00) COULD NOT BE TESTED DUE TO GROUND WATER I!nUSION
R. PiEn-9ONS
• TECHNICLM:
4a
Raleigh, NC
Salisbury, MO
Savannah, GA
Toledo, OH
L Washington, DC
West Palm R—rh FI
Affiliates:
A:2sandria. VA
Charriily, VA
Ne..pon News. VA
hbrb<. VA
Corporate office: lndanapolis.IN
Offices:
Anchorage, AK
Cincinnati, OH
Dallas, TX
Griffith, IN
Longmont. CO
Atlanta, GA
Daylon, OH
Huntsville, AL
Lousiville, KY
Baltimore, MD
Denver. CO
Indianapolis, IN
Miami. FL
Birmingham, AL
Ft Wayne, IN
Jacksonville, FL
Montgomery. A
Chicano 11
r;niiherburc w)
i exinoton. KY
Nashville. TN
4a
Raleigh, NC
Salisbury, MO
Savannah, GA
Toledo, OH
L Washington, DC
West Palm R—rh FI
Affiliates:
A:2sandria. VA
Charriily, VA
Ne..pon News. VA
hbrb<. VA
ATEc Associates, Inc
sur• .,
�';,I,❑ i3',: =:,ira -:?fro
• REPORT OF IN-PLACE SOIL DENSITY TESTS
1/18
1/18
10-8
1/18
1/18-
1/18
1/22
1/22
1/22
1/22
1/22
1/22
0
PROJECT: SEBASTIAN HIGHLANDS UNIT #17
CLIENT: GENT RAL DEVELOPMEN•,`T CORP .
TEST METHOD: AAS910 T-99
CLASS A
:AGE i OF 2
I)ATw . 1
CLI ENT'' 66 PROJECT# 71-72-046
WORK RELEASE# 3871-04
LAB# r�,)„
LABORATORY DATA
SOIL DESCRIPTION:
DENSITY PCF UP.E
Anchorage, AK
A: DARK BR9.,1I AND GRAY SALL` i,T?T; ACES OF ROOTS
iYJ)
106.0 10.2
MAX . DEN .1 CO`1P .
_`I'1
B: LIGHIGRA_y_SANn WIT" 1 a ED=
o Q
fr't TT nW
C: GRAY AND TAN SAD
TEST RESULTS lvv..) 1V . /
TEST
Cincinnati, OH
Anchorage, AK
DENSITY (P -CF) (
MAX . DEN .1 CO`1P .
r
Denver, CO
fr't TT nW
r 1 �'i
r' i.=
f
E21TIPE TERR. S.OF DOUGL�.SS
I
1
STA 20+00 C/L
-6" 18.2
-
111.5 1103.1
102.0 101.1
2 1
STA 20+00 C/L IGP.ADE
5.6 i
-
1106.5 100.8'
102.01 98.9
3
RETEST OF #2
GRADE
7.8
, -
i
1109.9 '102.0
102.0
100.0
4 !
STA 17+50 L/ S
GRADE
6.3
' -
1109.8 1 103.2
I 102.0 1101.2
5 I
STA 15+00 R/S
��E
5.7
� - j
1
-112.4 I
106.4.
106.0 1100.4
I
6
STA 12+50 C/L
kRADE
5.7
- J113-5
107.3
106.0
101.2
7
STA 11+00
E
-1107.1
I
D
8
STA 8+50 R/S
,ADE
6.2
-
1106.8
1100.5
1 100.3
100.2
9
STA 6+00 C/L
6ADEI
6.6
-
{112.3
1 105.3
102.0
L103.3
10
1 STA1'
-
11
STA 1+00 R/S
RADE
6.2
-
1109.5
103.1
102.0
101.1
12
N. OF DOUGLASS STA 1+50 C/L
E
9.4
-
1114.0
104:2
102.0
1102.2
REMARKS: THE ABOVE TESTS NETT THE MTNTM[TM RMTTERENTT OF 1011'/ OF MA. TH M DENSITY_ _
STA 0+0.STARTS AT DOUGIASS ST. TESTS #1 & 2 WERE TAIL' IN AN:AREA THAT WAS UNDERCUT
APPROX. 18" FOR A DISTANCE OF 200' (FRO', TRACY TO STA 19+00) TO A CLEAN LIGHT GRAY,.-SAND-
R.
RAY•SAND.R. PLEMONS W`
TECHNICIAN:
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
LongmonL CO
Huntsville. AL
Lousiville, KY
Indianapolis. IN
Miami, FL
Jacksonville. FL
Montgomery. AL
Raleigh. NC
Affiliates:
Salisbury, MD
A*xzndfia' VA
Savannah, GA
Toledo, OH
ChaNiky. VA
Washington, DC
Ne porl News. VA
v,_-..,.. .. -
KV4v VL
ATE Associates, Inc
IVV/
•
1/22
1/2-2
•22
REPORT OE IN-PLACE SOIL DENSITY TESTS
PROJECT: SEBASTIAN HIQiLANDS UNIT 1#17
CLIENT: GENTP.AL DEVELOP!\f-N7 CORP.
TEST METHOD: AASHTO T-99
CLASS A
PAGE OF 2
DATE. - 1/22/88
CLIENT/ 66 PROJECT#,= 71-72-046
WORT', RELEASE11
E 3871-04
LA B E SH880120
LABORATORY DATA
C: GRAY AND TAN SAND TEST R .SULTS IUu . � iu .
i TESTFOIST
{ "
,'�....DRY l
(F7')
T DESCRIPTION: :
SOIL DESCRI. TION 1
DEF i' PCF �` 13I STURE io
j D: N'SITY ( PCF)
_
CO'rLp .
I
A.: DAP?: BROIN'N AND GRAY SP?m t;'ITt' TRACES OF ROOTS
106.0 10.2
�
B: LIGHT GRAY SAND VTITH TRACE OF ROC'S
102.0 9.8
j125.7 J107.5
C: GRAY AND TAN SAND TEST R .SULTS IUu . � iu .
i TESTFOIST
{ "
TT N
(F7')
.
(0
ffrr
j D: N'SITY ( PCF)
I MAX. DD\1.
(P(;F)
CO'rLp .
r
13 1
14 I
empire tern. n. of douglass
sta 4.0 LS
STA 6-50 R/S IGRADE
Atlanta, GA
16.9
-
j125.7 J107.5
Savannah, GA
106.0
101.4
15 I
STA 9-00 C/L IGRADE
Miami, FL
Montgomery, AL
6.4
(-
1107.1
1100.6
100.3 1
100.3 j
W—c C> lI— a �n n
No10k. VA
(
I
I
I
I
I
I
I
(
I
I
i
II
1
REMARKS:
• R. PLE1,WNS
TECHNICIAN:
Corporate Office: Indianapdis.IN
Offices:
Anchorage, AK
Cincinnati, OH
Dallas, TX
Griffith, IN
Longmont, CO
Raleigh, NC
Salisbury, MD
Ate:andria VA
Alexanfia_
Atlanta, GA
Dayton, OH
Huntsville. AL
Lousiville, KY
Savannah, GA
VA
Baltimore, MD
Denver. CO
Indianapolis, IN
Jacksonville, FL
Miami, FL
Montgomery, AL
Toledo, OH
Washington, DC
N ewponly.
ewport Nevs. VA...
Birmingham, AL
__ _ . .
FL Wayne. IN
r.......,�...... un
r ....,..nrnn Vv
1J s�1...illn TA
W—c C> lI— a �n n
No10k. VA
10
•
r-7
LJ
ATEC
Associates, Inc.
OPTIMUM
MOISTURE
Canova Street. S.E
VV1779
Palm Bay. Florida 32909
9-S
(.10J)
REPORT OF IN-PLACE SOIL DENSITY TESTS
CLASS A
PAGE 1 OF 1
2/10/88
PROJECT: Sebastian Highlands Unit #17 CLI ENT# 66 PROJECT# 71-72-046
CLIENT: General Development Corp. WORK RELEASE# 3871-04
TEST METHOD: AASHTO T-99 LAB# SH880160
LABORATORY DATA
-
SOIL DESCRIPTION:
DENSITY PCF
OPTIMUM
MOISTURE
MOIST.
Light gray sand with trace of roots
102.0
9-S
COMP.
Tan and light brown sand with trace of roots
105.5
9.0
1
ade
TEST RESULTS
TEST
Nn
Drive-
I N
ELEV.
(7T 1 I
MOIST.
IFT
TW.
DENSITY (PCF)
MAX -DEN.
COMP.
r DRY
1
Sta. 2+00 R/S Day Drive
1
ade
7.9
2
112.1
103.9
102-0
101-9
2
11 itC/L "
-1'
10.8
1
114.8
103.6
102.0
101.6
3
4+00
2rade,12.7
2
1116.6
103.4
1102.0
101.4
4
-1'
11.6
1
1120.9
108.4
105.5
102.7
REMARKS: The above tests meet the minim requirement of 1007. of maxi um density. -
_ Area was undercut approx. 450' from sta 1+50 to 5+50 to a depth of 2' below soil cemP„t-
Sta 0+0 starts at Barber Street l V Y,
R. P1 Pmnm--
TECHNICIAN:
Raleigh, NC
Corporate Office: lndanapols.IN
Offices:
Cincinnati, OH
Alexandria. VA
Anchorage, AK
Dallas, TX
Griffith. IN Longmont, CO
Atlanta, GA
Dayton, OH
Huntsville, AL Lousiville, KY
Baltimore, MD
Denver. CO
Indianapolis, IN Miami, FL
airminoham Al
Ft Wavne IN
Jacksonville, FL Montgomerv. AL
Raleigh, NC
Salisbury, MD
Affiliates:
Savannah, GA
Alexandria. VA
Toledo, OH
Charu`9y. VA
Washington. DC
Newport News. VA
ATEC Associates, Inc.
1779 Canova Street, S.E.
Palm Bay, Florida 32909
(305) 724-1273
•
REPORT
Class A
of
Page 1 of 1
IN-PLACE DENSITY TESTS
PROJECT: Sebastian Highlands Unit #17
PROJECT NO.: 71-72-046
CLIENT : General Development Corp.
CLIENT NO. 66
TEST METHOD : ASTM D-2922
TEST DATE 2/22/88
WORK RELEASE: 3871-04
LAB NO. SH880176
SOIL DESCRIPTION Max. Den
Opt. Moist Method
Tan and brown sand W/shell and 106.9
8.1 AASHTO T-99
traces of marl
Light and gray sand W/traces of root 102.0
9.8 AASHTO T-99
Gray and tan sand W/traces of root 100.3
10.7 AASHTO T-99
FIELD TEST DATA
SPECIFIED MINIMUM PERCENT COMPACTION(PCF):100.0 %.
TEST LOCATION ELEV. MOIST. LIFT
DENSITY (PCF)
NO. (FT) (%) NO.
WET DRY MAX. COMP
1 C/L of Day Drive Sta 45+00 -3' 13.5 1
125.5 110.6 106.9 103.5
102 C/L of Day Drive Sta 45+00 -2' 12.5 2
122.9 109.2 106.9 102.2
3 C/L of Day Drive Sta 45+00 -1' 15.1 3
126.0 109.4 106.9 102.3
4 C/L of Day Drive Sta 45+00 grade 9.2 4
119.0 109.0 106.9 102.0
5 C/L of Day Drive Sta 45+00 -1' 5.3 1
110.4 104.8 102.0 102.7
6 C/L of Day Drive Sta 45+00 grade 4.9 2
110.2 105.0 102.0 102.9
7 C/L of Day Drive Sta 45+00 -2' 4.1 1
109.3 105.0 102.0 102.9
8 C/L of Day Drive Sta 45+00 -1' 9.1 2
112.3 102.9 102.0 100.9
9 C/L of Day Drive Sta 45+00 grade 7.8 3
108.1 100.3 100.3 100.0
REMARKS: ABOVE TESTS MEET THE MINIMUM REQUIREMENT
OF 100% OF MAX. DENSITY.
*Sta 0+0 starts at Barber Street
TECHNICIAN: R. Plemmons
RESPECTFULLY SUBMITTED,
ATEC ASSOCIATES,, INC.
JOHN W .` 'HARL"LEE P . E .. ..
•
VICE PRESIDENT -
Corporate Office: Indianapolis, IN
Offices: Cincinnati, OH
Anchorage, AK Dallas, TX Griffith, IN Longmont, CO
Raleigh, NC
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
Chicago, IL Gaitherburg, MD Lexington, KY Nashville, TN
West Palm Beach, FL Norfolk, VA
Consulting Geotechnical / Materials Engineers. and Environmental Scientists
ATEC Associates, Inc.
1779 Canova Street, S.E.
Palm Bay, Florida 32909
(305) 724-1273
•
REPORT
Class A
of
Page 1 of 2
IN-PLACE
DENSITY TESTS
PROJECT: Sebastian Highlands Unit #17
PROJECT NO.: 71-72-046
CLIENT : General Development Corp.
CLIENT NO. 66
TEST METHOD : ASTM D-2922
TEST DATE 2/22/88
WORK RELEASE: 3873-04
LAB NO. SH880191
SOIL DESCRIPTION
Max. Den
Opt. Moist Method
Light gray sand W/traces
of root
102.0
9.8 AASHTO T-99
Gray and tan sand W/traces of root
100.3
10.7 AASHTO T-99
FIELD
TEST DATA
SPECIFIED MINIMUM PERCENT
COMPACTION(PCF):100.0
%.
TEST LOCATION
ELEV.
MOIST. LIFT
DENSITY (PCF)
NO.
(FT)
(%) N0.
WET DRY MAX. COMP
1 C/L of Stratton
-2'
8.3 2
113.9 105.2 102.0 103.2
@ Keystone Drive
2 C/L of Stratton
-2'
8.3 1
108.5 100.3 100.3 100.0
@ Tracy Drive
3 N shoulder of Stratton
-2'
5.5 1
104.4 99.0 100.3 98.7
15' W of Tracy
4 Retest of #3
-2'
8.0 1
109.3 101.2 100.3 100.9
5 C/L of Stratton
-1'
9.6 2
105.8 96.5 100.3 96.2
@ Tracy Drive
6 C/L of Stratton
grade
8.5 3
112.0 103.2 100.3 102.9
@ Tracy Drive
REMARKS: ABOVE TESTS MEET
THE MINIMUM REQUIREMENT
OF 100% OF MAX.:DENSITY.
*Test @ -3' C/L of Stratton, could
not be tested,
due to ground water intrusion
TECHNICIAN: R. Plemmons
RESPECTFULLY SUBMITTED,
ATEC ASSOCIATES,INC.`
JOHN W. HARLLEE P.E:,
VICE PRESIDENT
Corporate Office: Indianapolis, IN
Offices: Cincinnati, OH
Anchorage, AK Dallas, TX
Griffith, IN
Longmont, CO
Raleigh, NC
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
Chicago, IL Gaitherburg, MD
Lexington, KY
Nashville, TN
West Palm Beach, FL Norfolk, VA
Consultinq Geotechnical % Materials Enaineers and Environmental Scientists
� - ATEe Inc.
Associates,
1779 Canova Street, S.E.
Palm Bay, Florida 32909
(305) 724-1273
REPORT
of
IN-PLACE DENSITY TESTS
PROJECT: Sebastian Highlands Unit #17
CLIENT : General Development Corp.
TEST METHOD : ASTM D-2922
WORK RELEASE: 3873-04
SOIL DESCRIPTION Max. Den
Light gray sand W/traces of root 102.0
Gray and tan sand W/traces of root 100.3
FIELD TEST DATA
SPECIFIED MINIMUM PERCENT COMPACTION(PCF):100.0 %.
TEST LOCATION ELEV. MOIST. LIFT
NO. (FT) (%) NO.
7 N shoulder of Stratton -1' 10.4 2
Class A
Page 2 of 2
PROJECT NO.: 71-72-046
CLIENT NO. : 66
TEST DATE :2/23 2/24
LAB NO. SH880191
Opt. Moist Method
9.8 AASHTO T-99
10.7 AASHTO T-99
DENSITY (PCF)
WET DRY MAX. COMP
114.0 103.4 100.3 103.1
15' W of Tracy Drive
• 8 W shoulder of Tracy, grade 10.5 3 115.8 104.8 102.0 102.7
15' N of Stratton
9 Retest of #6 -1' 7.1 2 109.4 102.1 100.3 101.8
10 C/L of Stratton @ grade 7.5 4 112.4 104.5 102.0 102.5
Keystone Drive
11 C/L of Stratton, -1' 10.9 3 114.6 103.3 102.0 101.3
@ Keystone Drive
REMARKS: ABOVE TESTS MEET
THE MINIMUM
REQUIREMENT
OF 100% OF MAX. DENSITY.
*Test @ -3' C/L of Stratton, could not
be tested,
due to ground
water intrusion
TECHNICIAN: R.
Plemmons
RESPECTFULLY SUBMITTED,
ATEC" ASSOCIATES, INC':
JOHN W,. HARLLEE P . E-.. ,
VICE PRESIDENT,,,.
•
Corporate Office: Indianapolis, IN
Offices:
Cincinnati, OH
Raleigh,'PJC'
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
Chicago, IL
Gaitherburg, MD
Lexington, KY
Nashville, TN
West Palm Beach, FL Norfolk. VA
Consulting Geotechnical / Materials Engineers. and Environmental Scientists
ATEC Associates, Inc.
1W1779 Canova Street, S.E.
Palm Bay, Florida 32909
(305) 724-1273
MW REPORT
Class A
of
Page 1 of 2
IN-PLACE DENSITY TESTS
PROJECT: Sebastian Highlands Unit #17
PROJECT NO.: 71-72-046
CLIENT : General Development Corp.
CLIENT NO. : 66
TEST METHOD : ASTM D-2922
TEST DATE :2/22 2/23
WORK RELEASE: 3871-04
LAB NO. SH880193
SOIL DESCRIPTION Max. Den
Opt. Moist Method
Gray and tan sand w/traces of root 100.3
10.7 AASHTO T-99
Light and gray sand w/traces of root 102.0
9.8 AASHTO T-99
Dark brown and gray sand 106.0
10.2 AASHTO T-99
w/traces of root
FIELD TEST DATA
SPECIFIED MINIMUM PERCENT COMPACTION(PCF):100.0
%.
TEST LOCATION ELEV. MOIST. LIFT
DENSITY (PCF) %
NO. (FT) (%) NO.
WET DRY MAX. COMP
1 C/L of keystone Drive @ -1' 11.5 1
111.9 100.3 100.3 100.1
springline N side pipe #161
• 2 C/L of keystone Drive @ -1' 7.0 1
107.8 100.7 100.3 100.4
springline S side pipe #161
3 C/L of keystone Drive @ grade 7.8 2
109.5 101.5 100.3 101.2
pipe #161
4 C/L of kPY stone Drive @ -1' 11.7 1
113.8 101.9 100.3 101.6
springline N side pipe #143
5 C/L of keystone Drive @ -1' 13.5 1
116.0 102.3 100.3 102.0
springline S Side pipe #143
6 C/L of keystone Drive @ grade 11.1 2
118.2 106.4 106.0 100.3
pipe #143
Remarks: ABOVE TEST MEET THE MINIMUM REQUIREMENT
OF 100% MAX..DEN&ITY.
TECHNICIAN: R. Plemmons
RESPECTFULLY SUBMITTED,
ATEC ASSO-CIATES,INC. _
JOHN W. HAR�LEE P.E.
• Office: IN
VICE PRESIDENT.:.
Corporate Indianapolis.
Offices: Cincinnati, OH
Anchorage, AK Dallas, TX Griffith, IN Longmont, CO
Raleigh, NC
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
Chicago, IL Gaitherburg, MD Lexington, KY Nashville, TN
West Palm Beach, FL Norfolk, VA
Consulting Geotechnical / Materials Engineers. and Environmental Scientists
.. -ATEC
Associates,
Inc.
Canova Street, S.E.
8 R/S of
keystone Drive
V11779
Palm Bay, Florida 32909
11.7 1
116.6 104.4 102.0 102.4
top of
(305) 724-1273
•
9 C/L of
keystone Drive
@
grade
8.9 2
115.9 106.4 106.0 100.4
REPORT
pipe #157
Class A
of
Page 2 of 2
keystone Drive
IN-PLACE
DENSITY TESTS
9.3 1
116.3 106.4 106.0 100.3
PROJECT:
Sebastian Highlands
Unit #17
PROJECT
NO.: 71-72-046
CLIENT :
General Development
Corp.
CLIENT
NO. : 66
TEST METHOD
: ASTM D-2922
116.5 107.8 106.0 101.6
TEST DATE
:2/22 2/23
WORK RELEASE:
3871-04
LAB NO.
SH880193
12 C/L of
SOIL DESCRIPTION
Max. Den
Opt. Moist
Method
Gray and
tan sand w/traces of root 100.3
10.7
AASHTO T-99
Light and
gray sand w/traces
of root 102.0
9.8
AASHTO T-99
Dark brown
and gray sand
106.0
10.2
AASHTO T-99
w/traces
of root
FIELD TEST DATA
SPECIFIED
MINIMUM PERCENT COMPACTION(PCF):100.0 %.
TEST
LOCATION
ELEV. MOIST. LIFT
DENSITY (PCF)
%
NO.
(FT) (%) NO.
WET DRY
MAX. COMP
7 C/L of keystone Drive @ -1' 12.1 1 114.4 102.0 102.0 100.0
top of pipe #157 N side
8 R/S of
keystone Drive
@
-1'
11.7 1
116.6 104.4 102.0 102.4
top of
pipe #157 S side
9 C/L of
keystone Drive
@
grade
8.9 2
115.9 106.4 106.0 100.4
pipe #157
10 C/L of
keystone Drive
@
-1'
9.3 1
116.3 106.4 106.0 100.3
top of
pipe #156 N side
11 C/L of
keystone Drive
@
-1'
8.1 1
116.5 107.8 106.0 101.6
top of
i e #156 S side
pipe
12 C/L of
keystone Drive
@
grade
8.0 2
111.2 103.0 102.0 101.0
pipe #156
Remarks: ABOVE TEST MEET
THE MINIMUM
REQUIREMENT
OF 100% MAX. DENSITY.
TECHNICIAN: R. Plemmons
RESPECTFULLY SUBMITTED,
ATEC.ASSOCIATES,INC.
JOHN W.'HARLLEE 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
Chicago, IL
Gaitherburg, MD
Lexington, KY
Nashville, TN
West Palm Beach, FL Norfolk, VA
Consulting Geotechnical / Materials Engineers and Environmental Scientists
,ATEG Associates, Inc.
VV2990 N.W. 40 Street CLASS A
Miami, Florida 33142
(305) 633-2700 (Dade)
• (305) 726-9044 (Broward)
REPORT OF IN-PLACE SOIL DENSITY TESTS
Client No: 9
Project No: 70-72-007
Client:SENFRAT. DFVFT,OPM .NT CORP. LAB N0: SH 870526
Project: SEBASTIAN HIGHLANDS UNIT 17 WR -3871-04
Soil Description: A: LIGHT GRAY SANDS W/ROOTS B: LIGHT GRAY SANDS W/ROOTS
A: 101,0 A: 9.0
Max. Dry B: 102, Optimum B: 9.8. Method AASHTO T-99
Density Ybs/cu.ft. Moisture % of Test:
Date of Test Elev. Lift Field In -Place Density
Test No. Test Location Ft. No. Moisture (lbs/cu.ft.) compac-
DEMUCKED AREA Percent Wet Dry tion
9-24-87 1 BRISTOL DR.STA 12+50 CL -1' 3 18.7% 117.9 99.3 98.3 A
E. END OF
9-_24-87 2 LOT 15, BLK 568 -1' 2 17.4. 118.2 100.7 99.7 A
E. END OF
9-24-87 3 LOT 15, BLY. 568 @ GRADE 2 12.7% 116.1 103.0 101.0 B
9-30-87
4
RETEST OF #1
-1'
3
11.9%
116.1
103.7
102.7
A
0 9-30-87
9-30-87
5
6
BRISTOL DR.STA 12+50
RETEST OF #2
CL -2'
-1'
1
1
15.9%
14.1%
118.3
117.8
102.1
103.3
101.1
101.3
A
B
11-9-87
7
BRISTOL DR.STA 12+50
CLGRADE
3
10.1%
116.8
106.1
104.0
B
•
District Manger
Offices:
Cincinnati, OH
Corporal. Office•. Indianapolis. IN
Anchorage, AK
Atlanta, GA
Dallas, TX
Griffith, IN
Longmont, CO
Raleigh, NC
Salisbury, MD
Afflllates:
Baltimore, MD
Dayton, OH
Denver, CO
Huntsville, AL
Indianapolis, IN
Lousivilte, KY
Miami, FL.
Savannah, GA
Toledo, OH
Alexandria. VA
Chaniily. VA
Birmingham, AL
Chicago, IL
Ft. Wayne, IN
Galtherburg, MD
Jacksonville, FL
Lexington,
Montgomery, AL
Washington, DC
Newport Newt. VA
KY
Nashville, TN
West Palm Beach, FL
Norfolk. VA
Remarks:
The above tests
meet the
minimum reouirement of 100
7.
of maximum density.
STA 0+0 IS ALPAMBRA AVE.
Tech:
R. PLE . NS
ATEC
ASSOC hATES, INC.
•
District Manger
Offices:
Cincinnati, OH
Corporal. Office•. Indianapolis. IN
Anchorage, AK
Atlanta, GA
Dallas, TX
Griffith, IN
Longmont, CO
Raleigh, NC
Salisbury, MD
Afflllates:
Baltimore, MD
Dayton, OH
Denver, CO
Huntsville, AL
Indianapolis, IN
Lousivilte, KY
Miami, FL.
Savannah, GA
Toledo, OH
Alexandria. VA
Chaniily. VA
Birmingham, AL
Chicago, IL
Ft. Wayne, IN
Galtherburg, MD
Jacksonville, FL
Lexington,
Montgomery, AL
Washington, DC
Newport Newt. VA
KY
Nashville, TN
West Palm Beach, FL
Norfolk. VA
ATEC Associates, Inc.
.-> 1779 Canova Street, S.E.
Palm Bay, Florida 32909
(305) 724-1273
•
REPORT
Class A
of
Page 1 of 1
IN-PLACE DENSITY TESTS
PROJECT: Sebastian Highlands Unit #17
PROJECT NO.: 71-72-046
CLIENT : General Development Corp.
CLIENT NO. 66
TEST METHOD : ASTM D-2922
TEST DATE 2/22/88
WORK RELEASE: 3871-04
LAB NO. SH880176
SOIL DESCRIPTION Max. Den
Opt. Moist Method
Tan and brown sand W/shell and 106.9
8.1 AASHTO T-99
traces of marl
Light and gray sand W/traces of root 102.0
9,8 AASHTO T-99
Gray and tan sand W/traces of root 100.3
10.7 AASHTO T-99
FIELD TEST DATA
SPECIFIED MINIMUM PERCENT COMPACTION(PCF):100.0
TEST LOCATION ELEV. MOIST. LIFT
DENSITY (PCF)
NO. (FT) (%) NO.
WET DRY MAX. COMP
1 C/L of Day Drive Sta 45+00 -3' 13.5 1
125.5 110.6 106.9 103.5
0 C/L of Day Drive Sta 45+00 -2' 12.5 2
122.9 109.2 106.9 102.2
3 C/L of Day Drive Sta 45+00 -1' 15.1 3
126.0 109.4 106.9 102.3
4 C/L of Day Drive Sta 45+00 grade 9.2 4
119.0 109,0 106.9 102.0
5 C/L of Day Drive Sta 45+00 -1' 5.3 1
110.4 104,8 102.0 102.7
6 C/L of Day Drive Sta 45+00 grade 4.9 2
110.2 105.0 102.0 102,9
7 C/L of Day Drive Sta 45+00 -2' 4.1 1
109.3 105.0 102.0 102.9
8 C/L of Day Drive Sta 45+00 -1' 9.1 2
112.3 102.9 102.0 100.9
9 C/L of Day Drive Sta 45+00 grade 7.8 3
108.1 100.3 100.3 100.0
REMARKS: ABOVE TESTS MEET THE MINIMUM REQUIREMENT
OF 100% OF MAX. DENSITY.
*Sta 0+0 starts at Barber Street
TECHNICIAN: R. Plemmons
RESPECTFULLY SUBMITTED,,
ATEC A$SOCIATES,I.NC.
JOHN W."-HARLLEE P. E..
•
VICE PRESIDENT'
Corporate Office: Indianapolis, w
"•.
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
Chicago, IL Gaitherburg, MD Lexington, KY Nashville, TN
West Palm Beach, FL Norfolk. VA
Consulting Geotechnical
/ Materials Engineers. and Environmental Scientists
ATEC Associates, Inc,
.0 1779 Canova Street, S.E.
Palm Bay, Florida 32909
(305) 724-1273
•
66
TEST DATE
2/22/88
LAB NO.
REPORT
Opt. Moist
Method
of
AASHTO T-99
IN-PLACE
DENSITY TESTS
9.8
PROJECT: Sebastian. Highlands
Unit #17
AASHTO T-99
CLIENT : General Development
Corp.
TEST METHOD : ASTM D-2922
WORK RELEASE: 3871-04
JOHN W . - EIARLLEE
SOIL DESCRIPTION
Max. Den
Gray and tan sand W/races of
root 100.3
•
Light brown and tan sand W/ trace/marl
111.0
Light gray sand W/tracer of root
102.0
Dark brown and gray sand W/ trace/root
106.0
Offices:
FIELD TEST DATA
SPECIFIED MINIMUM PERCENT COMPACTION(PCF):100.0
�.
Anchorage, AK
TEST LOCATION
ELEV. MOIST. LIFT
Longmont, CO
NO.
(FT) (%) NO.
Dayton, OH
1 C/L of Bristol Dr @ spring
-1' 5.3 1
Savannah, GA Alexandria, VA
N side, pipe #160
Denver, CO
•line
Miami, FL
Toledo, OH Chantilly, VA
Birmingham, AL
2 C/L of Bristol @ spring
-i' 5.6 1
Montgomery, AL
line, S side of pipe #160
Chicago, IL
Gaitherburg, MD
3 C/L of Bristol @ pipe #160
grade 9.9 2
West Palm Beach, FL Norfolk. VA
4 C/L of Bristol @ pipe #155
-1' 8.8 1
N side @ spring line
5 C/L of Bristol @ pipe #155
-1' 9.7 1
S side @ spring line
6 C/L of Bristol @ pipe #155
grade 12.9 2
Class A
Page 1 of 1
PROJECT NO.: 71-72-046
CLIENT NO.
66
TEST DATE
2/22/88
LAB NO.
SH8801.77
Opt. Moist
Method
10.7
AASHTO T-99
11.0
AASHTO T-99
9.8
AASHTO T-99
10.2
AASHTO T-99
DENSITY (PCF)
WET DRY MAX. COMP
106.4 101.1 100.3 100.8
108.1 102.4 100.3 102.1
122.1 111.7 111.0 100.6
114.E 103.3 102.0 101.3
112.8 102.8 102.0 100.9
120.9 107.2 106.0 101.1
REMARKS: ABOVE TESTS MEET THE MINIMUM REQUIREMENT OF 1OC°o OF "iAX. DENSITY
TECHNICIAN:
R. Plemmons
RE SPEC HILLY 'SUBMI'TTE'D , .:,
A T E C A'S ,OCIATES,.INC,
11
JOHN W . - EIARLLEE
•
VICE PRE1S-1r)ENT_,...-
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
Chicago, IL
Gaitherburg, MD
Lexington, KY
Nashville, TN
West Palm Beach, FL Norfolk. VA
Consulting Geotechnical / Materials Engineers. and Environmental Scientists
I 40
I 0
ATEC Associates, Inc.
1779 Canova Street, S.E.
Palm Bay, Florida 32909
(305) 724-1273
REPORT
Gf
IN-PLACE DENSITY TESTS
PROJECT: Sebastian Highlands Unit #17
CLIENT : General Development Cora.
TEST METHOD Ate„ M D-20,.22
WORK RELEASE: 3871-04
SGIL DESCRIPTION
Gray and tan sand
Tan and light brown sand with
trace of roots
Mar.. Den
100.3
105.5
FIELD TEST DATA
Class A
Page 1 of
PROJECT NO.: 71-72-046
CLIENT NO. : 66
TEST DATE :1/22 1/26
LAB NO. : SH880237
Opt. Moist
10.7
9.0
Method
AASHTO T-99
AASHTO T-99
SPECIFIED MINIMUM PERCENT CONPACTION(PCF):100.0 %.
TEST LOCATION ELEV. MOIST, LIFT DENSITY (PCF)
NIO . (FT) (�o) NO . WET DRY MAX. COMP
1 Athens Ct Sta 0+45 CIL grade 7,0 114.1 106.6 105.5 101.1
2 Athens Ct Left side, grade 6.9 112.6 105.3 105.5 99.8
Center of cul-de-sac
3 Retest of #2 grade 6.7 109,6 102.8 100.3 102.5
REMARKS:
ABOVE TESTS MEET
THE MINIMUM
Rr.QUlRcMEN
OF 100% OF MAX, DENSITY,
Sta 0+0
starts @ Empire Terrace
Material
was removed from
cul-de-sac,
due to improper
grade-b�7 Siboney:,Const,
TECHNICIAN:
R. Plemmons
RE PEUfinI LY SUBMI
A T E C ,AESOCjIATES,.INC.
.r
JOHN W., HARLLEE
•
Office:
Indianapolis. IN
VICE
Offices:
Anchorage, AK
Cincinnati, OH
Dallas, TX
Corporate
Griffith, IN Longmont, CO
Raleigh, NC Affiliates:
Salisbury, MDs,'.''•;;,,,y,,.
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 Beach, FL Norfolk. VA
Consultino Geotechn,cal / Material,, Ena neers and Environmental Scientists
r�
L
ATEC Associates, Inc.
;. ,
1779 Canova Street, S.E.
ELEV.
Palm Bay, Florida 32909
LIFT
(305) 724-1273
REPORT
of
1N -i LACE DENSITY TESTS
PROJECT: Sebastian Highlands Unit #17
CLIENT : General Development Corp.
TEST METHOD : ASTM D-2922
WORK RELEASE: 3871-04
SOIL DESCRIPTION !;ax. Jen
Dark brown and gray sand with 106.0
traces of root
FIELD TEST DATA
SPECIFIED MINIMUM, PERCENT COMPACTION(PCF):100.0 %.
TEST
LOCATION
ELEV.
MOIST.
LIFT
NO.
(FT)
(%)
NO.
R. Plemmons
sub
i `
1 C/L of
Barber St, S Bide
grade
5.7
1
of pipe
0
#153,@ top of pipe
sub
ATEC AS;. 0QTLATES, INC
2 R/S of
Barber St, N side
grade
7.7
1
of pipe #153,@ top of pipe
sub
3 Retest of #2 grade
7.5 1
�- asS
age 1 of 1
PROJECT NO
CLIENT NO.
TEST DATE
LAB NO.
Opt. Moist
'0.2
71-72-046
66
S11880239
Mr-thod
AASHTO T-99
DENSITY (PCF) %
WET DRY MAX. COMP
114.3 108.1 106.0 102.0
113.3 105.2 106.0 99.2
115.2 107.2 106.0 101.1
REMARKS: ABOVE TESTS MEET
THE MINIMUM
REQUIREMENT
OF 100% OF MAS'. -`DENSITY.
TECHNICIAN:
R. Plemmons
i `
RR ;S ECTFLLL`Y SU.BMITTEn ,
ATEC AS;. 0QTLATES, INC
JOHN W.. HARLLEE ?.E..1 -
.E..;VICE
I
VICE PRE"G)l NT
Corporate Office: Indianapolis, IN
°
Offices:
Anchorage, AK
Cincinnati, OH
Dallas, TX
Griffith, IN
Longmont, CO
Raleigh, NC',J
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
Chicago, IL
Gaitherburg, MD
Lexington, KY
Nashville, TN
West Palm Beach, FL Norfolk, VA
Consulhno Geotechnical / Materials Engineers and Environmental Scientists
.►'TEC Associates, Inc.
V1779 Canova Street, S.E.
Palm Bay, Florida 32909
(305) 724-1273
-
REPORT
Class A
of
Page 1 of 2
IN-PLACE
DENSITY TESTS
PROJECT: Sebastian Highlands Unit #17
PROJECT NO.: 71-72-046
CLIENT : General Development Corp.
CLIENT NO. 66
TEST METHOD : ASTM D-2922
TEST DATE : 2/22/88
WORK RELEASE: 3873-04
LAB NO. SH880191
SOIL DESCRIPTION
Max. Den
Opt. Moist Method
Light gray sand W/traces
of root
102.0
9.8 AASHTO T-99
Gray and tan sand W/traces of root
100.3
10.7 AASHTO T-99
FIELD
TEST DATA
SPECIFIED MINIMUM PERCENT
COMPACTION(PCF):100.0
0.
TEST LOCATION
ELEV.
MOIST. LIFT
DENSITY (PCF)
NO.
(FT)(0%)
NO.
WET DRY MAX. COMP
1 C/L of Stratton
-2'
8.3 2
113.9 105.2 102.0 103.2
@ Keystone Drive
2 C/L of Stratton
-2'
8.3 1
108.5 100.3 100.3 100.0
@ Tracy Drive
3 N shoulder of Stratton
-2'
5.5 1
104.4 99.0 100.3 98.7
15' W of Tracy
4 Retest of #3
-2'
8.0 1
109.3 101.2 100.3 100.9
5 C/L of Stratton
-1'
9.6 2
105.8 96.5 100.3 96.2
@ Tracy Drive
6 C/L of Stratton
grade
8.5 3
112.0 103.2 100.3 102.9
@ Tracy Drive
REMARKS: ABOVE TESTS MEET
THE MINIMUM REQUIREMENT OF 100% OF MAX. DENSITY.
*Test @ -3' C/L of Stratton, could
not be tested,
due to ground water intrusion
TECHNICIAN: R. Plemmons
RESPECTFULLY SUBMITTED,
ATECnn__ A__SSOC IATES , INC .
C3--�m w
JOHN W. HARLLEE P.E.,
•
Corporate Office: Indianapolis. IN
VICE PRESIDENT
Offices: Cincinnati, OH
Raleigh, NC
Anchorage, AK Dallas, TX
Atlanta, GA Dayton, OH
Griffith, IN
Huntsville, AL
Longmont, CO
Lousiville, KY
Salisbury, MD Affiliates:
Savannah, GA Alexandria. VA
Baltimore, MD Denver, CO
Birmingham, AL Ft. Wayne. IN
Indianapolis, IN
Jacksonville, FL
Miami, FL
Montgomery, AL
Toledo, OH Chantilly. VA
Washington, DC Newport News. VA
Chicago, IL Gaitherburg, MD
Lexington, KY
Nashville, TN
West Palm Beach, FL Norlota. VA
Consulting Geotechnicat / Materials Engineers and Environmental Scientists
_ ,►TEC Associates, Inc.
1779 Canova Street, S.E.
Palm Bay, Florida 32909
(305) 7241273
REPORT
of
IN-PLACE DENSITY TESTS
PROJECT: Sebastian Highlands Unit #17
CLIENT : General Development Corp.
TEST METHOD : ASTM D-2922
WORK RELEASE: 3873-04
SOIL DESCRIPTION Max. Den
Light gray sand W/traces of root 102.0
Gray and tan sand W/traces of root 100.3
FIELD TEST DATA
Class A
Page 2 of 2
PROJECT NO.: 71-72-046
CLIENT NO. : 66
TEST DATE :2/23 2/24
LAB NO. SH880191
Opt. Moist Method
9.8 AASHTO T-99
10,7 AASHTO T-99
SPECIFIED MINIMUM PERCENT
COMPACTION(PCF):100.0
%.
*Test @ -3'
C/L of Stratton, could not
be tested,
TEST LOCATION
ELEV.
MOIST.
LIFT
DENSITY
(PCF)
%
NO.
(FT)
(%)
NO.
WET
DRY
MAX.
COMP
7 N shoulder of Stratton
-1'
10.4
2
114.0
103.4
100.3
103.1
15' W of Tracy Drive
JOHN W. HARLLEE P.E.,
• 8 W shoulder of Tracy,
grade
10.5
3
115.8
104.8
102,0
102.7
15' N of Stratton
Raleigh, NC
Anchorage, AK
Atlanta, GA
Dallas, TX
Dayton, OH
Griffith, IN
Huntsville, AL
Longmont, CO
Lousiville, KY
Salisbury, MD Affiliates:
Savannah, GA Alexandria. VA
9 Retest of #6
-1'
7.1
2
109.4
102.1
100,3
101.8
10 C/L of Stratton @ grade 7.5 4 112.4 104.5 102.0 102.5
Keystone Drive
11 C/L of Stratton, -1' 10.9 3 114.6 103.3 102.0 101.3
@ Keystone Drive
REMARKS: ABOVE TESTS MEET
THE MINIMUM
REQUIREMENT OF 100% OF MAX. DENSITY.
*Test @ -3'
C/L of Stratton, could not
be tested,
due to ground water intrusion
TECHNICIAN:
R. Plemmons
RESPECTFULLY SUBMITTED,
ATEC ASSOCIATES,INC.
CtAJ
JOHN W. HARLLEE P.E.,
VICE PRESIDENT
Corporate Office: Indianapolis. IN
Offices:
Cincinnati, OH
Raleigh, NC
Anchorage, AK
Atlanta, GA
Dallas, TX
Dayton, OH
Griffith, IN
Huntsville, AL
Longmont, CO
Lousiville, KY
Salisbury, MD Affiliates:
Savannah, GA Alexandria. VA
Baltimore, MD
Birmingham, AL
Denver, CO
Ft. Wayne, IN
Indianapolis, IN
Jacksonville, FL
Miami, FL
Montgomery, AL
Toledo, OH Chantilly, VA
Washington, DC Newport News. VA
Chicago, IL
Gaitherburg, MD
Lexington, KY
Nashville, TN
West Palm Beach, FL Norfolk. VA
Consulting Geotechnical / Materials Engineers, and Environmental Scientists
AVEC Associates, Inc.
1779 Canova Street, S.E.
std ` Palm Bay, Florida 32909
(305) 724-1273
•
REPORT
of
IN-PLACE DENSITY TESTS
PROJECT: Sebastian Highlands Unit #17
Cr TEN'" : General Development Corp.
uy ui
TEST METHOD : ASTM
WORK RELEASE: 3873-04
SOIL DESCRIPTION Max. Den
Dark brown and gray sand 106.0
with trace of roots
Light gray sand with trace of roots 102.0
FIELD TEST DATA
Class A
Page 1 of 6
PROJECT NO
CLIENT NO.
TEST DATE
LAB N0,
Opt. Moist
10 ''
9.8
71-72-046
66
2/17 2/18
SH880243
Method
AASHTO T-99
AAS HTO T-99
SPECIFIED MINIMUM PERCENT COMPACTION(PCF):100.0
%.
TEST LOCATION
ELEV.-MOIST. LIFT
DENSITY (PCF) °o
NO.
(FT)
(i11) NO.
WET DRY MAX. COMP
1 C/L of Barber St @ Midway
-2.5'
12.0 1
119.2 106.4 106.0 100.4
•
Court
2 C/L of Barber St @ Midway
-1.5'
9.4 2
113.1 108.0 106.0 101.8
Court
sub
3 C/L of Barber St @ Midway
grade
12.5 3
121.6 108.1 106.0 102.0
Court
4 Left shoulder of Barber St
-2.5'
8.3 1
116.3 107.4 106.0 101.3
@ Midway Court, E of Tee
5 Left shoulder of Barber St
-1.5'
9.2 2
112.2 102.7 102.0 100.7
@ Midway Court, W of Tee
6 Left shoulder of Barber St
grade
7.0 3
113.5 106.1 106.0 100.1
@ Midway Court, E of Tee
REMARKS: ABOVE TESTS MEET THE
MINIMUM
REQUIREMENT OF 100% OF MAX. DENSITY.
TECHNICIAN: R. Plemmons
RESPECTFULLY SUBMTrrrED,
ATEC:.ASSOCIATES,INC,
JOHN -W; . HARLLEE P . JE : ,: _==
•
VICE ?RES I.�IENT
Corporate Office: Indianapolis. IN
Offices: Cincinnati, OH
Anchorage, AK Dallas, TX Griffith,
IN
Longmont, CO
Raleigh, Imo.
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
Chicago, IL Gaitherburg, MD Lexington, KY
Nashville, TN
West Palm Beach, FL Norfolk. VA
Consuluno Geotechnical / Materials Engineers and Environmental Scientists
AT -EC Associates, Inc.
1779 Canova Street, S.E.
Palm Bay, Florida 32909
(305) 724-1273
•
REPORT
Cass A
of
Page 2 of 6
IN-PLACE DENSITY TESTS
PROJECT: Sebastian: Highlands
Unit :17
PROJECT NO.: 71-72-046
CLIENT : General Development
Corp.
CLIENT N0. 66
TEST METHOD . ASTM D-2022
TE2T DATE �'/1S
WORK RELEASE: 3873-04
LAB NO. SH880243
SOIL DESCRIPTION
Max. Den
Opt. Moist Method
Dark brown and gray sand
106.0
10.2 AASHTO T-99
with trace of roots
Light gray sand with trace
of roots 101.0
9.8 AASHTO T-99
FIELD TEST DATA
SPECIFIED MINIMUM PERCENT
COMPACTION(PCF):100.0
%.
TEST LOCATION
ELEV. MOIST. LIFT
DENSITY (PCF)
N0,
(F-1) (%) 1\10.
WET DRY MAX. COMP
7 C/L of Barber St
-2.5' 17.3 i
122.3 104.3 106.0 98.3
Brisbane St
•@
8 Retest of #7
- 2.5' 6.0 1
112.4 106.0 106.0 100.0
9 C/L of Barber St
-i.5' li.i 2
119.9 107.8 106.0 101.7
@ Brisbane St
sub
10 C/L of Barber St
grade 10.3 3
113.3 102.7 102.0 100.7
@ Brisbane St
11 Left shoulder of Barber
St -2.0' 6.2 1
109.2 102.8 J. 100.8
@ Brisbane St E of Tee
12 Left shoulder of Barber
St -1.0 9.0 2
114.7 104.3 102.0. 102.3
@ Brisbane St W of Tee
REMARKS: ABOVE TESTS MEET
THE MINIMUM REQUIREMENT
OF 100% OF.,MAX'."DENSITY.
TECHNICIAN: R. Plemmons
RESPECTFULLY SUBMITTED,
ATEC tiSSOCIATES,INC.
JOHN W. HARL LEE P.F.,
•
VICE PRESIDENT
Corporate Office: Indianapolis. IN
Offices: Cincinnati, OH
Anchorage, AK Dallas, TX
Griffith, IN Longmont, CO
Raleigh, NC
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
Chicago, IL Gaitherburg, MD
Lexington, KY Nashville, TN
West Palm Beach, FL Norfolk. VA
Consulting Geotechnical / Materials Engineers. and Environmental Scientists
ATEC Associates, Inc.
1779 Canova Street, S.E.
Palm Bay, Florida 32909
(305) 724-1273
REPORT
of
IN-PLACE DENSITY TESTS
PROJECT: Sebastian Highlands Unit #17
CLIENT : General Development Corp.
TEST METHOD : ASTM D-2922
WORK RELEASE: 3873-04
SOIL DESCRIPTION Max. Den
Dark brown and gray sand 106.0
with trace of roots
Light gray sand with trace of roots 102.0
FIELD TEST DATA
SPECIFIED MINIMUM PERCENT COMPACTION(PCF):100.0 %.
TEST LOCATION ELEV. MOIST. LIFT
NO. (FT) (°a) NO.
13 Left shoulder of Barber St grade 11.6 3
@ Brisbane St E of Tee
14 C/L of Barber St @ Aldea Dr -2' 8.4 1
15 C/L of Barber St @ Aldea Dr -1' 5.8
sub
16 C/L of Barber St @ Aldea Dr grade 4.7 3
Class A
Page 3 of 6
PROJECT NO.: 71-72-046
CLIENT NO. 66
TEST DATE 2/19
LAB NO. SH880243
Opt. Moist Method
10.2 AASHTO T-99
9.8 AASHTO T-99
DENSITY (PCF)
WET DRY MAX. COMP
115.7 103.7 102.0 101.7
115.9 106.9 106.0 100.8
11-.2 106.6 106.0 100.E
111.1 106.1 106.0 100.1
17 Legit shoulder of Barber St -2' 10.1 1 117.2 106.4 106.0 100.4
@ Aldea Dr E side of Tee
18 Left shoulder of Barber St -i' 10.2 2 116.8 106.6 106.0 100.0
@ Aldea Dr W side of Tee
REMARKS: ABOVE TESTS MEET THE MINIMUM REQUIREMENT OF 100% OF MAX. DENSITY.
TECHNICIAN: T. Bass
RESPEC"".i U L L Y SUBMIT TED,::.
ATECASS'JCIATES,INC.
tf r�
JOHN W.. • HARLLEE P .E-.
.
VICE PRE51DENT,
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
Chicago, IL
Gaitherburg, MD
Lexington, KY
Nashville, TN
West Palm Beach, FL
Norfolk. VA
Consulting Geotechnical / Materials Engineers and Environmental Scientists
ATEC Associates, Inc.
1779 Canova Street, S.E.
Palm Bay, Florida 32909
(305) 724-1273
• REPORT
of
IN-PLACE DENSITY TESTS
PROJECT: Sebastian Highlands Unit +17
CLIENT : General Development Corp.
TEST METHOD : ASTM D-2922
WORK RELEASE: 3873-04
SOIL DESCRIPTION Max. Den
Dark brown and gray sand 106.0
with trace of roots
Light gray sand with trace of roots 102.0
FIELD TEST DATA
SPECIFIED MINIMUM PERCENT COMPACTION(PCF):100.0 %.
TEST LOCATION ELEV. MOIST. LIFT
NO. (FT) (%) NO.
19 Left shoulder of Barber St grade 7.2 3
@ Aldea Dr E side of Tee
40?0 C/L of Barber St @
Arcadia Dr
21 Retest of #20
22 C/L of Barber St @
Arcadia Dr
23 C/L of Barber St @
Arcadia Dr
-2.5' 5.9 1
-2.5' 6.2 1
sub
grade 7.5
Class A
Page 4 of 6
PROJECT NO.: 71-72-046
CLIENT N0. 66
TEST DATE 2/19
LAB NO. SH880243
Opt. Moist Method
10.2 AASHTO T-99
9.8 AASHTO T-99
DENSITY (PCF) %
WET DRY MAX. COMP
115.5 107.7 106.0 101.6
109.3 103.1 106.0 97.3
113.1 106.5 105.0 100.5
118.8 107.7 106.0 101.6
114.9 106.8 106.0 100.8
24 Left shoulder of Barber
St -2'
ii.0 1
120.5 108.5 106.0 102_.4
@ Arcadia
W of Tee
REMARKS: ABOVE
TESTS MEET
THE MINIMUM
REQUIREMENT
OF 10001 OF MAX. DENSITY.
TECHNICIAN:
Bass
RESPECTEU,L Y SUBMITTED,_
ATEC A.S$OCIATES, INC.
JOHN W: HARLLEE P. E'.
•
VICE PRESIDE T
Corporate Office: Indianapolis, IN
Offices:
Cincinnati, OH
Raleigh, NC
Anchorage, AK
Dallas, TX
Griffith, IN
Longmont, CO
Salisbury, MD "'Affiliates:
Atlanta, GA
Dayton, OH
Huntsville, AL
Lousiville, KY
Savannah, GA Alexandria, VA
Baltimore, MD
Denver, CO
Indianapolis, IN
Miami, FL
Toledo, OH Chantilly, VA
Birmingham, AL
Ft. Wayne, IN
Jacksonville, FL
Montgomery, AL
Washington, DC Newport News. VA
Chicago, IL
Gaitherburg, MD
Lexington, KY
Nashville, TN
West Palm Beach, FL Norfolk. VA
Consulting Geotechnical / Materials Engineers and Environmental Scientists
ATEC Associates, Inc.
1779 Canova Street, S.E.
Palm Bay, Florida 32909
(305) 724-1273
• R,EPORT
of
IN-PLACE DENSITY T✓oTS
PROJECT: Sebastian Highlands Unit #17
CLIENT : General Development Corp.
TENT METHOD . ASTM D-2922
WORK RELEASE: 3873-04
SOIL DESCRIPTION Max. Den
Dark brown and gray Nand 106.0
with trace of roots
Light gray sand with trace of roots 141
0'.0
FIELD TEST DATA
SPECIFIED MINIMUM PERCENT COMPACTION(PCF):100.0 %.
TESTLOCATION ELEV. MOIST. LIFT
NO. (FT) (%) NO.
25 Left shoulder of Barber St -1' 8.0
2
@ Arcadia E of Tee
• 26 Left shoulder of Barber St grade 5.1 3
@ Arcadia W of Tee
27 C/L of Barber St @ Empire -2.5' .10.9 1
Terrace
28 C/L of Empire Terrace @ -2.5' 11.1 1
Barber St
Class A
Page 5 of 6
PROJECT NO
CLIENT NO.
TEST DATE
LAB NO.
Opt. Moist
10.2
o
71-72-046
66
2/19
SH880243
Method
AASHTO T-99
AASHTO T-99
DENSITY (PCF) %
WET DRY MAX. COMP
115.6 107.1. 106.0 101.0
113.3 107.8 106.0 101.7
114.0 102.8 102.0 100.8
116.8 105.2 1102.0 103.1
29 C/L of
Barber St @
-1.5'
9.4 2
117.9 107.8 106.0 101.7
Empire
Terrace
30 C/L of
Empire Terrace
@ -1.5'
8.0 2
114.9 106.4 106.0 100.4
Barber
St
REMARKS:
ABOVE TESTS MEET
THE MINIMUM
REQUIREMENT OF 1000/0' OF MAX'.'DENSITY.
TECHNICIAN_: T. Bass
_
RESPECTFULLY SUBMITTED,
ATEC ASSQCIATES,INC.:
t
JOHN W'.. " 4HARLLEE P r£
•
VICE PRE$.I I)EfR
Corporate Office:
Indianapolis. IN
Offices:
Cincinnati, OH
Raleigh, NQ
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
Chicago, IL
Gaitherburg, MD
Lexington, KY
Nashville, TN
West Palm Beach, FL Norfolk. VA
. t Consulting Geotechnical / Materials Engineers and Environmental Scienlists
ATEC Associates, Inc.
1779 Canova Street, S.E.
Palm Bay, Florida 32909
(305) 724-1273
'
REPORT
Class
A
JOHN '-W'. 115ARLLEE P . Ee:
of
Page
6 of 6
'IN-PLACE
DENSITY
TESTS
Corporate Office: Indianapolis. IN
PROJECT: Sebastian Highlands
Unit #17
PROJECT NO.:
71-72-046
CLIENT : General Development
Corp.
Griffith, IN
CLIENT NO.
66
TEST METHOD : ASTM D-2922
Dayton, OH
Huntsville, AL
TEST DATE
2/19
WORK RELEASE: 3873-04
Denver, CO
Indianapolis, IN
LAB NO.
SH880243
SOIL DESCRIPTION
Max.
Den
Opt. Moist
Method
Dark brown and gray sand
106.0
Lexington, KY
10.2
AASHTO T-99
with trace of roots
Consultino Geotechnical / Materials Fnoineers and Fnvironmental Scienlists
Light gray sand with trace of
roots 1.02
.0
9.8
AASHTO T-99
FIELD TEST DATA
SPECIFIED MINIMUM PERCENT COMPACTION(PCF):100.0
%.
TEST LOCATION
ELEV. MOIST.
LIFT
DENSITY (PCF)
NO.
(FT) (%)
NO.
WET DRY
MAX. COMP
sub
31 C/L of Barber St @ Empire
grade 5.3
3
111.6 106.0
106.0 100.0
Terrace
•
sub
32 C/L of Empire Terrace
grade 7.1
3
114.9 107.3
106.0 101.2
@ Barber St
33 Left shoulder of Barber St
-2.' 12.0
1
121.5 108.4
106.0 102.3
@ Empire W of Tee
34 Left shoulder of Barber St
-1' 10.7
2
113.7 102.7
102.0 100.7
@ Empire W of Tee
35 Left shoulder of Barber St
grade 5.6
3
112.2 106.2
106.0 100.2
@ Empire W of Tee
•
REMARKS: ABOVE TESTS MEET THE MINIMUM REQUIREMENT OF 100% OF MAX. DENSITY
TECHNICIAN: T. Bass
RESPECTFULLY SUBMI' TED:
ATEC ASSE)CIATES, INC.
'
JOHN '-W'. 115ARLLEE P . Ee:
VICE PIRESI'DENT
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
Chicago, IL
Gaitherburg, MD
Lexington, KY
Nashville, TN
West Palm Beach, FL Norfolk, VA
Consultino Geotechnical / Materials Fnoineers and Fnvironmental Scienlists