HomeMy WebLinkAboutCommon FillI•
L
ATEC Associates, Inc.
;779 Canova Slreet. S c`
Palin O . =fOnda 32901?
(305)
REPORT OF IN-PLACE SOIL DENSITY TESTS
CLASS A
PAGE 1 OF 1
i /?n/RR
PROJECT: SEBASTIAN HIGHLANDS UNIT 4:17 CLI ENT# 66 PROJECT# 71-72-046
CLIENT: GENERAL DEVELOPMENT CORP. WORK RELEASE# 3871-04
TEST METHOD: AASHTO T -o9 LAB# SH880100
LABORATORY DATA
SOIL DESCRIPTION:
DENSITY PCF
STURE
A: LIGHT GRAY SAND WITH TRACE OF ROOTS
102.0
9.8
COMP.
B: GRAY AICD TAN SAID —
100,3
10-7
–2'
TEST RESULTS
TEST
n
a T 1
.MOIST.
T7
IFT
DENSITY (PCF)
MA .DEN.
COMP.
1
STA 9+50 LEFT SHOULDER
–2'
10.0
1
110.4
100.4
100.3
100.1
2
it 11 if
-1'
5.8
2
106.9
101.1
100.3
100.8
13
11 if itGRADE
Atlanta, GA Dayton, OH Huntsville. AL
4.7
1 3
1105.0
1100.3
100.3
100.0
4
10-50
–
5
–1'
3.5
2
108.6
j104.9
102.0
102.9
6
GRADE
3.2
3
(106.1
(102.8
102.0
100.8
REMARKS: THE ABOVE TESTS MEET THE- MINIH,N'N REOUIREMEI�'T
OF 100'/ MAXIMUM' ZT
STA 0+0 STARTS AT BARBER STREET
AREA WAS UNDERCUT DUE TO AN UNSUITABLE MATERIAL TO A CLE4 SAID:
R. PLEMMONS
•
TECHNICIAN:
Corporate Office:
Indianapolis. IN
Offices: Gncinnali, OH
Anchorage. AK Dallas, TX Griffith, IN
Raleigh. NC.
Longmont, CO salistrury, M0
Affiliates:
Atlanta, GA Dayton, OH Huntsville. AL
Lousiville, KY Savannah; GA,
Alexandria. VA
Chantilly VA
Baltimore, MD Denver, CO Indianapolis. IN
Birmingham, AL FL Wayne, IN Jacksonville. FL
Miami, FL Toledo, OH
Montgomery. AL Washington, DC
Newport News. VA
f'thlcaor` 11 f;a;tha•h-rm W) t exinnto^ y,,
Naahvilln TN WrK' pah„ 0- P
NoHc*k. VA
ATEC Associates, Inc.
1779 Canova Street. S.E.
Palm G'y. Flonda 32.909
• REPORT OF IN—PLACE SOIL DENSITY TESTS
1/29
1/29
029
1/29
•
C I,:, S S A
PAGE 1 OF 1
1/29/88
PROJECT: SEBASTIAN HIG141ANDS UNIT ##17 CLIENT—i7' 66 PROJECT# 71-72-046
CLIENT: GENERAL DEVELo R"-7 r CORP- WORK RELEASE## _
TEST METHOD: AASNTO T-99 LAB# SH880144
LABORATORY DATA
SOIL DESCRIPTION:
RY
DD, SITY PCF
I OPTIMLN1
`MOISTURE
LIFT
C,
A: LIGHT CRAY SAND WITH TRACE OF ROOTS
105.5
9.0
I
1
BARBER ST. RIGHT SHOULDER STA 60+506�ADZ 13.4
1
TEST R=.SULTS
TEST
i
T NT 10:—,
MOIST.)1 (
LIFT
C,
DENSITY (PCF)
IMAX -DEN.
COMP.
o
I
1
BARBER ST. RIGHT SHOULDER STA 60+506�ADZ 13.4
1
(109.7 1106.1
105.5
100.6
2
BARBER ST. C/L STA 60+50 .P
ADE
7.9
I 1
116.6
1108.0
105.5
102.4
3
3ARBER, ST. SEFT SHOULDER STA 62+00�RADE
9.9
1
1116.8
106.3
1105.5
100.7
4
3ARBER ST. L/S STA 62+00
E
8.9
1
1118.2
108.5
105.5
102.9
f
I
REMARKS: THE ABOVE TESTS MEET THE MINIMUM REQUIREIKM OF 100% OF MUM DENSITY`
STA 0+0 STARTS AT THE SOUTH INTERSECTION OF BARBER AND SCHUMAijNT., ` THE AREA 1E -
TWEEN STA 59+00 TO STA 62+50 WAS UNDERCUT TO —18" BELOW BOTTOM OF SOIL CEMgr BASE DILE
R. PLEMMONS TO -UNSUITABLE MATERIAL. THIS AREA WAS UNDERCUT FROK SWALE TO SWALE.
TECHNICIAN:
:
Offices:
Cincinnati, OH
Anchorage, AK
Dallas. TX
Atlanta, GA
Dayton. OH
Baltimore. MD
Denver. CO
Birminqham. AL
FL Wayne, IN
Corporate Office: Indianapolis. IN
Griffith, IN Longmont. CO
Huntsville, AL Lousiviile, KY
Indianapolis. IN Miami, FL
Jacksonville. FL Montgomery. AL
Raleigh, NC
Salisbury, MD Affiliates:
Savannah. GA Alexandra VA
Toledo, OH Dia *ly. VA
Washington. DC Newport News. VA
Date of Test Elev. Lift Field In -Place Density
Test No. Test Location Ft. No. Moisture (lbs/cu.ft.) compac-
DEMOC;KFD AREA Percent Wet Dry tion
1.2/4 1 CAMILO CT. C/L ADJ. TO LOT 17 -4' 1 4.070 107.4 103.3 102.3
12/4 2 if it itin it -3' 2 5.2% 108.5 103.2 102.2
12/4
CLASS '
ATEC Associates, Inc.
3
N.W. 40 Street
106.1
VV2990
Miami, Florida 33142
100.3
(305) 633-2700 (pada)
4 itit
• (305) 728-9044 (Broward)
4
REPORT OF IN-PLACE SOIL
DENSITY TESTS
104.9
Client Not 66
• 12/4
Project Not 71-72-046
Clients GENERAL DEVELOPMENT CORP.
I.AB N0, S.H.870560
Projects SEBASTIAN HIGHLANDS UNIT 17 WR
3871-04
Soil Description: LIGHT GRAY SAND W/TRACE
OF ROOTS
Max.Dry Optimum 9.0
101.0
Method AASHTO T-99
Density lbs/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-
DEMOC;KFD AREA Percent Wet Dry tion
1.2/4 1 CAMILO CT. C/L ADJ. TO LOT 17 -4' 1 4.070 107.4 103.3 102.3
12/4 2 if it itin it -3' 2 5.2% 108.5 103.2 102.2
12/4
3 11 if It
it -2'
3
4.7%
106.1
101.3
100.3
12/4
4 itit
it -1'
4
6.0%
111.1
104.9
103.8
• 12/4
5 itit
it @-GRADE
5
4.7%
107.3
102.5
101.5
•
Remarks: The above tests meet the minimum reouirement of 100
of maximum density.
Tech: R. PLEMMONS
ATEC ASSdCIATESI, INC,.
r DEMUCKED AREA
4�� CAMILO.CT.
4
Diste .ct Manger
C Ma Olficr ksQianapolis IN
«�
Offices:Cincinnati,
OH
Raleigh, NC
Anchorage, AK
Dallas, TX
Griffith, IN
Longmont CO =
Salisbury. MD
Affiliates:
Atlanta, GA
Dayton, OH
Huntsville. AL
Loushriile, KY'
Savannah, GA
Alexandria. VA
Baltimore, MD
Denver, CO
Indianapolis, IN
Miami, FL
Toledo, OH
ChMily. VA
Birmingham, AL
Ft. Wayne, IN
Jacksonville, FL
,
Mbrrtoorherv. AL
Washinotnn. nn
Nov~ Na, t VA
CLASS A
ATEC Associates, Inc.
VV2990 N.W. 40 street L_V: NC. "A. 870582
Miami, Florida 33142 DATE: 12/15/87
(305) 833••7700 (Dade)
• (305) 728-9044 (Broward)
REPORT OF IN-PLACE SOIL DENSITY TESTS
Client No: 66
Project No: 71-72-046
Clients GFT?FRAL DEVELOPMENT CORP.
Projects SEBASTIAN HIGHLANDS UNIT 17 WR# 3871-04
Soil Descriptions GRAYISH BROWN SAND
Max .Dry Optimum Method
Density 105.1 lbs/cu.ft. Moisture 10.5 of Tests T-99
Daae of Test
Elev.
Lift Field
In -Place Density
Test t�o. Test Location
Ft.
No. Moisture
(lbs/cu.ft.) compac—
DEMUCIED AREA/SEAWALL
Percent
Wet D r Y tion
SEAWALL/SCHUAANN
@
12/14. 1 CADIAL STA 43+00
GRADE
2 11.9
110.5 98.8 93.5
12/14 2 it if it —1' 1 14.3 105.1 91.9 87.5
12/14 3 " STA 44+50 GRADE 2 11.4 115.3 103.5 98.4
12/14 4 if it" —1' 1 11.2
• 12/15 5
RETEST OF #2
—1'
1 15.2
105.2 94.6 90.0
113.4 98.5 93.7
Remarks: The above tests meet the minimum requirement of 90
of maximum density.
STA 0+0 STARTS AT,EMPEP.ESS DRIVE.
Techs R. PUNHONS
ATEG ASSOCIATES, INC..
• i5tri�t Manger
Corporate Office. k6diacapolis. 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 Denier. CO., Indianapolis; IN Miami. FL` Toledo, OH Chanlily. VA
Birmingham, AL Ft Wayne. IN Jacksonville; FL Monlnnmwry Al W..1.�� .� n + �- -� - •_
•
•
ATEC Associates, Inc. LABS# S.H.870591
V 2990 N.W. 40 Street
Miami, Florida 33142
(305) 63-1-2700 (Dade)
(305) 72&9044 (Broward)
REPORT OF IN-PLACE SOIL DENSITY TESTS
Client No: 66
Project No: 71-72-046
Client: GENERAL DEVELOPMENT CORP.
Project: SEBASTIAN HIGHLANDS UNIT #17 WR 3871-046
Soil Descriptions A: CRAY & TAN SAND B: GRAYISH BROWN SAND
Max.Dry A 100.3 Optimum A 10.7 Method
DensityB 105.1 lbs/cu.ft. MoistureB 10.5% of Test: AASHTO T-99
Date
Test
of
Test
No. Test Location
DEMUCKED AREA
Elev.
Ft.
Lift
No.
Field
Moisture
Percent
In -Place Density
(lbs/cu.ft.) compac-
Wet Dry tion
12/18
1
CENTER OF LOT 25 BLK
573 -1'
1
6.7
112.7
105.6
'100.4 A
12/18
2
it "
" GRADE
2
8.0
112.7
104.4
99.3 B
12/21
3
RETEST OF #2
GRADE
2
5.2
112.4
106.9
101.6 B
Remarks: The above tests meet the minimum requirement of 100
of maximum density.
Tech: R. PLDMNS
ATEC ASSOCIATES, INC.
&'_5istrict Manger
Corporst• 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
Alexanona. VA
Baltimore, MD
Denver, CO
Indianapolis, IN Miami, FL
Toledo, OH
Chanlisy. VA
Birmingham, AL
FL Wayne, IN
Jacksonville, FL Montgomery, AL
Washington, DC
Newport News. VA
ATEC Associates, Inc. CLASS S.H.870592
VV2990 N.W. 40 Street
Miami, Florida 33142
(305) 633-2700 (Dade)
(305) 728-9044 (Broward)
• REPORT OF IN-PLACE SOIL DENSITY TESTS
Client Not 66
Project No171-72-046
C 1 i e n t: GENERAL DEVELOPMENT CORP.
P rojec t SEBASTIAN HIGHLANDS UNIT #17 WR 3871-04
Soil D e s c r i p t i on I GRAYISH BROWN SAND
Max . Dry 1051 Optimum 10.5 Method AASHTO T-99
.
Density lbs/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-
DEAJCKED AREA Percent Wet Dry tion
ARCADEA DR.
12/21 1 STA 16+50 C/L -1' 1 5.5 112.2 106.4 101.3
12/21 2 " if it @ GRADE 2 3.3 110.2 106.6 101.5
•
Remarks:
The above tests
meet the minimum requirement of 100
of maximum density.
STA 0+0 STARTS @ BARBER ST.
Tec h t
R.
PLEMMONS
A T E C'. ASSOCIATES, INC.
(t_
•
District Manger
Offices:
Cincinnati, OH
Corporate Of ke: wKSsn.00ns. IN
Raleigh, NC
Anchorage, AK
Dallas, TX
Griffith, IN Longmont. CO
Salisbury, MD
Affiliates:
Atlanta.. GA
Dayton, OH
Huntsville. AL Lousiviile, KY
Savannah, GA
Asesanona. VA
Baltimore. MD
Denver, CO
Indianapolis. IN Miami, FL
Toledo, OH
UeNily. VA
Birmingham, AL
FL Wayne, IN
Jacksonville, FL Montgomery. AL
Washington, DC
Newport News. VA
ATEC Associates, Inc. LAB # S.H.870593
VV2990 N.W. 40 Street
Miami, Florida 33142
(305) 633-2700 (Dade)
(305) 728-9044 (Broward)
• REPORT OF IN-PLACE SOIL DENSITY TESTS
Client Not 66
Project Not 71-72-046
Client : GENERAL DEVEMPN`ENT
CORP.
RETEST OF #6
-1'
1
10.3
122.0
110.5
100.2
A
10/6
8
Project: SEBASTIAN HIGHLANDS
UNIT #17
WR 3871-04
12.5
125.0
111.1
100.7
A
11/9
9
DOUGLASS AVE.
19Z
@ GRADE
Soil Desc ri ptioni B. GRAY & TAN SAND
A: DARK BROWN AND GRAY SArI)
121.7
104.0
Max. Dry A 110.3
Optimum
A 10.8 Method
10
RTA C/T.
DOUGLASS AVE.
@ GRADE
Density B 100.3 lbs/cu.ft.
Moisture
B 10.77 of
Test: AASHTO T-99
98.4
A
Date of Test
Elev.
Lift Field
In -Place Density
2
9.8
Test No. Test Location
Ft.
No. Moisture
(lbs/cu.ft.)
compac-
12
RETEST OF #9
@ GRADE
Percent
Wet Dry
tion
113.8
SIA 11+UU
9/25 1 DOUGLASS AVE L/S
-2'
2 15.6
116.0 100.4
100.1
B
9/25 2
-3'
1 16.6
120.3 103.2
102.9
B
9/25 3 STA 5+00 C/L
-1'
1 12.2
115.5 102.9
102.6
B
9/29 4 STA 12+50 C/L -1'
1 9.1
119.4 109.4
99.2
A
10/2 5 " . it STA 11+00 C/L -1' 1 12.9 123.8 109.6 99.4 A
10/2 6 RETEST OF #4 -1' 1 15.3 121.9 105.7 95.8 A
10/6
7
RETEST OF #6
-1'
1
10.3
122.0
110.5
100.2
A
10/6
8
RETEST OF #5
-i'
1
12.5
125.0
111.1
100.7
A
11/9
9
DOUGLASS AVE.
19Z
@ GRADE
2
17.0
121.7
104.0
94.3
A
11/9
10
RTA C/T.
DOUGLASS AVE.
@ GRADE
2
11.1
120.6
108.6
98.4
A
12/21
11
STA 5+11 C'./T.
RETEST OF 410
@ GRADE
2
9.8
123.5
112.4
101.9
A
12/21
12
RETEST OF #9
@ GRADE
2
11.6
127.1
113.8
103.2
A
Remarks:
The above tests
meet the minimum requirement of 100
of maximum density.
STA 0+0 STARTS
BARBER Sr.
Techs
R.
PIL'NVONS
ASSOCIATES ,
INC.
�AT(EC
"District Manger
DOUGLASS
Offices:
Clndnrutl, OH
Corporate Offks: V-CkanaDoks. IN
Raleigh, NC
Anchorage, AK
Dallas, TX
Grltllth, IN Longmont, CO
Salisbury, MD
Affiliates:
Atlanta, GA
Baltimore, MD
Dayton. OH
Denver, CO
Huntsville, AL Lousiville, KY
Indianapolis, IN Miami, FL
Savannah, GA
Toledo, OH
Alexarona. VA
ChsMiay. VA
Rirminoham. Al
r, W- u.
_.
C�
•
ATM Associates Inc LASS A
LAB rr S.H.870594
7 '
V 2990 N.W. 40 Street
Miami, Florida 33142
(305) 6332700 (Dade)
(305) 72&9044 (Broward)
REPORT OF IN-PLACE SOIL DENSITY TESTS
Client Not 66
C 11 en t t GENERAL DEVELOPMENT CORP' Project No:71-72-046
Projects
SEBASTIAN HIGHLANDS UNIT #17 WR 3871-04
Soil Descriptions DARK BROWN AND GRAY SAND
Max . Dry Optimum Method T-99
Density 110.3 lbs/cu.ft. Moisture 10.8 7 of Tess:
Date of
Test
Test
No. Test Location
DEMUCKED AREA
Elev. Li=t
Ft. No,
Field in -Place Density
Moisture (lbs/cu.ft.)
Percent Wet Dry
compac-
tion
9/28 1
STA 10+00 DAY DRIVE
GRADE 2
17.3
120.8 103.0
93.4
12/21 2
RETEST OF #1
2
11.4
123.2 110.6
100.3
Remarks: The above tests meet the minimum requirement of 100 7
of maximum density.
STl1_ I1.F0 IS-.�' RGRRFR ST
Tech: R.
PLEMM0NS
Offices:
Clndnnall, OH
Anchorage, AK
Dallas, TX
Atlanta, GA
Dayton, OH
Baltimore, MD
Denver, CO
ATEC ASSOCIATES, INC.
�.ict Man er
9
Corporate Office: Indianaoolis.IN
Raleigh, NC
Griffith, IN Longmont, CO
Salisbury, MD
Huntsville, AL Lousiville, KY
Savannah, GA
Indianapolis. IN Miami. FI
T_1 _ —
DAY DRIVE
Affiliates:
Ak:arona. VA
�t ATEC Associates, inc.
1779 Cano.a Street, S.F
\V7/ P311TI .l?.'j, ..^:Qlir7l 32909
(3051 -•2-;
REPORT OF IN-PLACE SOIL DENSITY TESTS
CLASS A
PAGE 1 OF 3
1/5 TO 1/7
118 1h
PROJECT: SEBASTIAN HIGHLANDS UNIT #17 CLIENT# 66 PROJECT# 71-72-046
CLIENT: GENERAL DEVELOPMENT CORP. WORK RELEASE,# 3871-04
TEST METHOD: AASHTO T-99 LAB# SH880026
LABORATORY DATA
TEST RESULTS
T)MATr` m ARFA RARRFR gT'PPFT
TEST
t hn .
_
v1OIST.
o
SOIL DESCRIPTION:
DENSITY PCF
ISTURE %
COMP.
Birmingham, AL
1
1
-2'
b: light gray sand with trace of roots
102.0
9.8
105.5
c: dark brown ano gray sand with roots
106.0
10.2
tt tt �� tt tt
d lis?htrav sand with trace of roots101.0
9-0
TEST RESULTS
T)MATr` m ARFA RARRFR gT'PPFT
TEST
T NT
ELEV.
(T7.)
v1OIST.
o
IFT
DENSITY (PCF)
MAX.DEN.
COMP.
Birmingham, AL
1
ST. STA 22+50-
CENTER OF SWALE W. SIDE
-2'
7.9
3
113.9
105.5
105.1
100.4
tt tt �� tt tt
t
3
BARBER ST. STA 23+00 C/L
-2.5'
5.5
3
1107.8
102.2 1
102.0
100.2
4
11 't " 23+25 C/L
-3.
5
11 t' " 23+00 C/L
-4.5'
8.8
1
109.8
101.0
101.0
1 100.0 I
6
11 11 " 25+00 C/L
=
5.5
3
113.0
107.0
106.0
100.9
7
ti tt tt it it 11
-3'
11.0
2
117.1
105.5
105.1
100.3
8
tt it it it It it
_4'
10.5
1
121.0
109.5
106.0
103.3
9
CENTER OF SHOULDER E.SIDE OF STREET
-2'
8.2
3
111.1
108.8
106.0
102.6
10
EAST SWALE WEST SIDE
-31
13.41
2
121.1
106.9
106,0
100.8
12
CENTER OF SHOULDER W. SIDE OF S
-2'
8.3
3
116.8
107.9
106.0
10.1.7'
R PT
• TECHNICIAN:
Offices:
Cincinnati, OH
Anchorage, AK
Dallas, TX
Atlanta, GA
Dayton, OH
Baltimore, MD
Denver, CO
Birmingham, AL
Ft Wayne, IN
Chicago, IL
Gaitherburg, MD
Corpc,ate Office: Indianapolis. IN
Griffith, IN
Longmont. CO
Huntsville, AL
Lousiviile, KY
Indianapolis, IN
Miami, FL
Jacksonville, FL
Montgomery, AL
Lexington, KY
Nashville, TN
Raleigh, NC
Salisbury, MO
Affiliates:
Savannah, GA
Atexandfia. VA
Toledo, OH
Chantilly. VA
Washington, DC
Newport News' VA
West Palm Beach, FL
Norfolk. VA
ATEC Associates, Inc.
1179 �,?.n7:a �tlCCt. $.t
Palm Ba"'. =ipnda 32909
REPORT OF IN-PLACE SOIL DENSITY TESTS
CLASS A
PAGE ? OFA_
1 /7 -lVl 1 /1'l
PROJECT: SEBASTIAN HIGHLANDS UNIT #17 CLIENT# 66 PROJECT -ft 71-72-046
CLIENT: GENERAL DEVELOPMENT CORP. WORK RELEASE# 3871-04
TEST METHOD: AASHTO T-99 LAB# SH880026
LABORATORY DATA
SOIL DESCRIPTION:
MAX. DRY
DENSITY PCF
UF11MUM
90ISTURE
IST.
01
A: GRAYISH BROWN SAND
105.1
in.5
COMP.
o,
B: LIGHT GRAY SAND WITH TRACE OF ROOTS
102.0
9.8
'
C: DARK BROWN AND GRAY SAND WITH ROOT TEST RESULTS 106.0 10.2
TEST
No
1 ^ TT N, DEMUCKED AREA
Anchorage, AK
IST.
01
IFT
DENSITY (PCF)
MkX-DEN.
COMP.
o,
Birmingham, AL
13
barber st. sta 25+00
cpnte-r of shoulder w.side of r
'
q_7
Chantilly. VA
I11
1
West Palm Beach, FL
NogW., VA
14
11 11 11 itif it
GRADE
10.8
I
15 7116.8
105.4
105.1
100.3
barber st. sta 23+00
r
t
16
if it It „ ,f ,t it
-3.5'
8.4
2111.9
103.2
102.0
101.2
17
center of shoulder w.side of street
-1'
6.8
3
1115.6
108.2
106.0=102.0
18
GRADE
7.1
14
115.0
107.4
106.0
101.3
19
center of shoulder e.side of street
GRADE
9.0
5
115.4
105.9
102.0
103.8
20
it it
GRADE
10.4
4
117.0
106.0
105.1
1100.8
21
barber st. sta 25+00 C/L
GRADE
7.6
5
112.3
104.4
102.0
102.4
22
11 it if 11 if
-1'
9.6
4
115.2
105.1
105.1
100.0
23
barber s . sta23+00
center of shoulder e.side of street
GRADE
8.1
5
111.7
103.3
102.0
101.3
24
11" 11 11
-1'
9.1
4
111.4
102.1
102.0
100.1
R. PLENMONS
• TECHNICIAN:
Offices:
Cincinnati, OH
Anchorage, AK
Dallas, TX
Atlanta, GA
Dayton, OH
Baltimore, MD
Denver, CO
Birmingham, AL
Ft. Wayne, IN
Chicago, IL
Gaitherburg, MD
Corporate Office: Indianapolis. IN
Griffith, IN
Longmont CO
Huntsville, AL
Lousiville, KY
Indianapolis. IN
Miami, FL
Jacksonville, FL
Montgomery, AL
Lexington, KY
Nashville, TN
Raleigh, NC
Salisbury, MD
Savannah, GA
Aki_ a ia. VA
Toledo, OH ,.
Chantilly. VA
Washington, DC
Newpon News. VA
West Palm Beach, FL
NogW., VA
c ATEC Associates, Inc.
9 Canova StrQ(--l. S
VV ?atm iay. Flonria 325119
12%3
•
REPORT OF IN—PLACE SOIL DENSITY TESTS
CLASS A
PAGE 3 OF 3
1 /1') /RR
PROJECT: SEBASTIAN HIGHLANDS UNIT #17 CLIENT# 66 PROJECT## 71-72-046
CLIENT: GENERAL DEVELOPMENT CORP. WORK RELEASE# 3871-04
TEST METHOD: AA= T-99 LAB# SH880026
LABORATORY DATA
SOIL DESCRIPTION:
n.I
DFT:SITY PCF
01,11MUM
ISTURE %
IST.
o
A: LIGHT GRAY SAND WITH TRACE OF ROOTS
102.0
9.8
COMP.
_BgOWN_AND CPA)' SAM WITH ROMS
106 p
10
GRADE
TEST RESULTS
TEST
TESTS MF77 THE NTTNTKWi
r
IST.
o
IFT
DENSITY (PCF)
MAX.DEN.
COMP.
Birmingham, AL
25
BARBER ST. STA 23+00 C L
GRADE
3.9
5
109.0
104.9
102.0
102.9
26
11 11 11 11ti
—1'
6.4
4
112.9
106.1
106.0
100.0
I
R.Fa,,IARKS: ATT TFE
TESTS MF77 THE NTTNTKWi
REQjTTRFMFNTT'
OF 100'/
OF MAYTHN 1)FNO)TTY_
Dayton, OH
Baltimore, MO
Denver, CO
Birmingham, AL
Tf-;E-1st LIFT ON
THE W.SIDE SHOULDERS
(-4' @ STA
23+00 AND
—3' OF STA 25+0) AND uE 1st LIFT
ON THE E.SIDE SHOULDERS (-4.5' @ STA 23+00) COULD NOT BE TESTED DUE TO GROUND WATER INTRUSION.
R. PLE,,VONS
•TECHNICIAN:
Offices:
Cincinnati, OH
Anchorage, AK
Dallas, TX
Atlanta, GA
Dayton, OH
Baltimore, MO
Denver, CO
Birmingham, AL
FL Wayne. IN
Chicago, IL
Gaitherburg, MD
Corporate Office: Indianapolis. IN
Griffith, IN
Longmont, CO
Huntsville, AL
Lousiville, KY
Indianapolis, IN
Miami, FL
Jacksonville. FL
Montgomery. AL
Lexington, KY
Nashville, TN
Raleigh, NC
Salisbury; M0
AtfiliaEes'
Savannah, GA
VA,.'
Toledo. OH
Chantilly. VA
Washington, DC
Newpon News. VA
West Palm Beach, FL NorVK. VA
ATEC Associates, Inca PAGE
A
P.G_, 1 OT 2
VV2990 N.W. 40 Street
Miami, Florida 33142
(305) 633-2700 (Dade)
(305) 728-9044 (Broward)
•REPORT OF IN-PLACE SOIL DENSITY TESTS
Client Not 66
Project Not 71-72-046
C 1 i e n t t ,FNER AT . T)>'�1F'T O NI_R,P . LAR INTO . SY_ 880077
Projects SABASTTAN PTC"_ A_TMS UNIT 417
S o 11 D e s c r i p t i o n: A I ,TGHT GRAY SAND W /ROOTS B GRAY APHID TAN SAND C DAR: BROVN AI) GRAY WO
A 102.0 A 9.8 W/ROOTS
Max . Dry B 100.3 Optimum B 10.7 Method
Density C 106. 1 bs/cu. ft. Moisture C 10.2 % of Test: AAS11TO T-99
Date
of Test
Elev.
Lift
Field
In -Place
Density
Test
No. Test Location
Ft.
No.
Moisture
(lbs/cu.ft.)
4
compac-
50+00
DEPU= AREA
-4'
1
Percent
Wet
Dry
tion
11/9
1 BARBER ST. STA 50+00 C/L
GRADE
5
10.5
117.6
106.4
100.3 C
11/9
2 11 it19
50+00 C/L
-1'
4
16.6
117.0
100.3
94.6 C
1/15
3
RETEST OF #2
Manger
-1'
4
14.2
121.1
106.1
100.0
C
1/15
4
BARBM ST. STP.
50+00
C/L
-4'
1
10.8
111.5
100.6
100.3
B
1/15
5
Indianapolis, IN
50+00
C/L
-3'
.2
9.0
113.3
103.9
101.9
A
*1/15
6
Lexington, KY
50+00
C/L
-2'
3
9.6
117.5
107.2
101.1
C
1/15
7
"
48+50
C/L
GRADE
4
16.0
124.2
107.1
101.0
C
1/15
8
48+50
C/L
-1'
3
11.3
118.0
106.0
104.0
A
1/15
9
tr rt tr
48+50
C L
/
-2 t
2
11.1
115.8
104.2
102.2
A
1/15
10
°' If
48+50
-3'
1
15.9
124.2
107.2
101.1
C
1/15
11
W. iDE SHOULDER
STA 48+75 BARBER ST.
-4'
1
13.3
116.8
103.2
101.2
A
1/15
12
11
11
-3'
2
9.0
117.1
107.4
101.3
C
Remarks: The above tests meet the minimum requirement of 100
of maximum density.
STA 0+0 STARTS AT TFT' S UTY BARBER AND SCHUMANN INITIMSECTION.
Techs
R. PONS ATEC ASSOC I ATES i.' , -INC.'
•
District
Manger
Officer:
Cincinnati, OH
Corporate Office:
Indianapolis.' IN
-
Anchorage, AK
Dallas, TX
Griffith, IN
Longmont, CO' ,
,"Raleigh, NC
Salisbury, MD
Affiliates:
Atlanta, GA
Dayton, OH
Huntsville, AL
Lousivfile, KY
Savannah, GA
AlexanOna. 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
ATEC Associates, Inc. CLASS A
PAGE 2 OF 2
N.W, 40 Street
VV2990
Miami, Florida 33142
(305) 6332700 (D&de)
(305) 728-90a4 (BrowarC)
•
REPORT
Or IN-PLACE SOIL DENSITY TESTS
Client No: 66
Project No: 71-72-046
C 1 i en t : GEIFBA . DEVEI OPMENT
CORP LAB M. SH 880077
Project: SABASTIAN HIGHLANDS UNIT# 17 left# 3871-04
Soil Desc ri ption:_A LIGHT GRAY SAIM W/ROOTS B GRAY AND TAN SAND C DARK BROW & GRAY SAND
A 102.0
A 9.8
Max, Dry B 100.3
Dptimum B 10.7 Method
Density C 106-0 lbs/cu.ft- .
MoistureC 10.2 % o' Test: AASHTO T-99
Date o' Test
Elev. L--_,-eld In-Place Density
Test No. Test Location
Vit. Nc. Moisture i.bs%cu.fit.c-
corr.ca
Per-cent Wet Dry tion.
W. SIDE SHOULDER
1/15 13 STA 48+75 BARBER ST.
-2' 3 12.8 123.8 109.8 103.5 C
1/15 14 11 it11
-1' 4 12.1 118.8 106.0 100.0 C
1/15 15 if if 11GRADE
5 13.0 121.5 107.5 101.4 C
1/15 16 E.SIDE SHOULDER
-3' 1 14.4 125.5 109.8 103.5 C
STA 51+00 BARBER ST.
1/15 17 11 if
-2' 2 12.3 115.9 103.2 101.2 A
1/15 18
-1' 3 10.6 119.9 108.4 102.2 C
1/15 19
GRADE 4 12.4 121.9 108.4 102.3 C
Remarks: The above tests
meet the minimum requirement of 100
of maximum density.
Techs
ATEC ASSOCIATES, INC.
•
6t, �� -/e
Distr'ict Manger
OHkav Cincinnati, OH
Corporsi• Offk-c Indwr4pol¢• IN.
AnchoraM AK D�Wu.17(
Atlanta, GA Daylm OH
Ra 91% NC
Griffith. IN Lonflmont, CO Salisbury. M0 AtlUistes:
Huntavllla. AL Lrwsivills, KY
saK{mms, M0 Dwn w. CO .
Savannah. GA A*zv*u. VA
Inde. IN Miami'Fl_ Tolwdt+ flu f?u.vi.. va
ATEC
Associates, Inc.
VV/i-.
7779 Canova Streel. S.
A: LIGHT BROWN AND TAN SAND WITH MARL
Palm 3%,. Florida 32909
11.0
(5 0- ;z ,2,,3
• REPORT OF IN-PLACE SOIL DENSITY TESTS
12/4
1/20
OD -
1/20
1/20
1/20
1/20
1/20
CLASS A
PACE _1_OF I
12/4/88
PROJECT: SEBASTIAN HIGHLANDS UNIT #17 CLIENT# 66 PROJECT# 71-72-046
-CLIENT: GENERAL DEVELOPT\?T CORP' WORK R.ELEAS E# 3871-04
TEST METHOD: AASHO T-99 LABR SH880098
LABORATORY DATA
SOIL DESCRIPTION:
MA n. 1KY
DENSITY PCF
OFEIM09
IOISTURE
YDIST.FT
A: LIGHT BROWN AND TAN SAND WITH MARL
111.0
11.0
COMP.
B: BROWN SAND WITH TRACE OF DARK BROWN SAND ANn SHELL
109.6
10.0
-1'
C: DARK BROWN AIT) GRAY SAND WITH ROOTS TEST RESULTS 106.0 10.2
TESTELEV.
/DEMUCI�D AREA
�-f
YDIST.FT
SOUTH INTERSECTION OF BARBER AND SCHUMANN.
DENSITY (PCF)
MAX -DEN.
COMP.
1
W.END CENTER OF LOT 19 BLK 575
-1'
21.1
1
119.7 I
98.8
1106.0
93.2
2
C F BARBER ST. BARBER MILLER INT
-1' 113.2
1
1121.4
107.2
109.6
1 97.0
3
Griffith, IN Longmont, CO
GRADE
15.6
2
1129.3
+ 111.9
109.6
102.1
4
RETEST OF #2
-1'
12.11
1
1124.4
111.0
109.6
101.2
5
BARBER ST. 01, STA 32+50 �_1
11.1I
6
it I IT it it
GRADE
11.4
2
1124.1
1111.4
111.0
100.4
7
RETEST OF #1
-1'
14.8
1
125.1
108.9
1 106.0
102.7
REMARKS: THE ABOVE TESTS MEET THE MINIMUM REQUIRDM OF
10M., OF MAXIMUM DENSITY.
STA
0+0 STARTS AT THE
SOUTH INTERSECTION OF BARBER AND SCHUMANN.
R. PLEMMONS
•TECHNICIAN:
Corporate Office: Ind-anapolis.IN
Offices:
Anchorage, AK
Cincinnati, OH
Dallas, TX
Griffith, IN Longmont, CO
Raleigh, NC
Salisbury, MD
AleAffiliates:
VA
Atlanta, GA
Baltimore, MD
Dayton, OH
Denver, CO
Huntsville, AL Lousiville, KY
Indianapolis, IN Miami, FL
Savannah, GA
Toledo, OH
i%anndna,
Chap. VA
C
Birmingham, AL
Ft. Wayne. IN
MD
Jacksonville. FL Montgomery, AL
Lexington. KY Nashville, TN
- Washington, DC
West Palm Beach, FL
Ne'vporl News. VA
Nook VA
Chicago, IL
Gaitherburg,
r. ,BTEC Associates, Inc.
!779 Canova SIrecl. S. -
Palm iiay. FlpnAa 3'7.9(14
REPORT OF IN-PLACE SOIL DENSITY TESTS
CLASS A
PACE 1 OF 2
•9 24 TO 12/15
PROJECT: SEBASTIAN HIGHLANDS UNIT #17 CLIENTS 66 PROJECT# 71-72-046
CLIENT: GENERAL DEVELOPMENT CORP- WORK RELEASE# 3871-04
TEST METHOD: AASp
To T-99 LAB# SH880141
L.ABORATO DATA
- -
SOIL DESCRIPTION:
..1AAX.
Dy'ISITY PCF
OPTIMUM
MOISTURE %
IST.'IFT
DA_I BROWN AND GRAY SAND
110.3
10.8
COMP.
(�/ 1
_A:
B: LIGHT GRAY SAND WITH TRACE OF ROOTS
101.0
9.0
13.5
TEST -_-,'.SULTS
T)L"k f Tr'fl'rM A U A
TEST '
(1
\T
V-
,77
IST.'IFT
NO
LDENSITY (PCF)
MAX.DEN .i
P
COMP.
(�/ 1
1
�N.END OF LOT 39 BLV\ 454 _6E
13.5
3
123.1
1108.4
110.3
I 98.2
2 !
ARCADIA DRIVE STA4+50
GP�ADE
114.9
1 1
( 123.2
1107.3
110.3
97.9
3
PEST OF #2�)rRADE
112.0
11
123.8
110.6
1110.3
100.3
4
RETEST OF #1
60E
9.5
3
124.0
113.2
1110.3
1 102.6 !.
5
�- END OF LOT 39 BLK 454
-1'11.3
12
o
11n.5
1110.1
100.2 1
6
1 11 it it itit it
-2'
111.2
11
125.6
113.0
1110.3
102.4
7
ICENTER. OF LOT 36 BLK 454
-2'
17.4
1
125.6
107.0
110.3
97.0
8
it it 11 if if
GTADE
17.6
3
117.0
99.5
110.3
qn.9
9
RETEST OF #7
-2'
10
RETEST OF #8
E
124.9
3
118.8
95.1
110.3
86.2
11
CENTER OF LOT 36 BLV\ 454
-1'
116.5
2
124.1
106.5
110.3
96.
12
N.END'OF LOT #10 BLK 566
GRADE
12.4
3
113.7
101.9
101-0
100.2
STA 0+0 for Arcadia Drive starts at Barber Street
. R. PLEMMONS
TECHNICIAN:
011ices:
Cincinnati, OH
Anchorage, AK
Dallas, TX
Atlanta, GA
Dayton, OH
Baltimore, MD
Denver. CO
Birmingham, AL
FL Wayne, IN
Corporate Office: Indianapol$.IN,
Griffith, IN
Longmont, CO
Huntsville, AL
Lousiville, KY
Indianapolis, IN
Miami. FL
Jacksonville, FL
Montgomery, AL
;14
Raleigh, NC
Salisbury, MD
Affiliates:
Savannah, GA
Alexandria. VA
Toledo. OH
Chantilly. VA
Washington, DC
N-4-1. News, VA
ATEC Associates, Inc.
VV!779 Gaw)-A.l Street. S."
Palm Ray. =1pnrl.l 32',109
fj%oi)1 ....,
REPORT OF IN-PLACE SOIL DENSITY TESTS
C L: S S A
.'AGE 2 OF 2
1') /1 S TO 1 /?R
PROJECT: SEBASTIAN HIGY_LANDS UNIT #17CLIENT# 66 PROJECT# 71-72-046
CLIENT: GENERAL DEVELOPMENT CORP. WORK RELEASE# 3871-04
TEST METHOD: AASHTO T-99 LAB# SH880141
LABORATORY DATA
SOIL DESCRIPTION:
.• DRY
DENSITY PCF
OPTIMUM
`�10ISTURE
LIFT
A: DARK BROWN AND GRAY SAND
110.3
10.8
} WEI TRY
B: GRAYISH BROWN SAND
ENTER OF LOT #10 BLK 566
-2'
19.3
TEST TB SULTS
T T A
TFST
L11 '
'.
', K
MOIST.
LIFT
DENSITY (PCF)
MAX .DEN.
C OMP.
} WEI TRY
13
ENTER OF LOT #10 BLK 566
-2'
19.3
1
1 115.
105.2
105.1
100.1
14h
I
-1'
6.0
2
1111.7
105.4
105.1
100.3
15
S. of douglass ave. STA 6+50
ADE
11.1
1
123.3
111.0
110.3
1 100.6
16
/LOF TRACY S.OF STRATTON STA 5+0
6ADE,
13.1
2
124.7
110.3
110.3
100.0
17
C/L 11it it
-1'
1.5
1
124.2
102.2
110.3
92.7
18
RETEST OF #17
-1'
117.2
1
1 126.1
107.6
110.3
97.6
19
RE= OF #18
-1'
113.1
1
125.2
110.6
110.3
100.4
20
RETEST OF #9
-2'
10.4
1
123.9
112.2
110.3
101.7
21
RETEST OF #11
-1'
18.6
2
126.3
106.5
105.1
101.3
22
RETEST OF #10
E
19.8
3
118.0
98.5
105.1
93.6
23
RETEST OF #22
PADE
12.9
-
120.4
106.6
105.1
101.4
• • • 'Y,S: THE ABOVE TEST MEET /.1 ul U u. lu C • 1 : FuiFl►1 QE 10M. OF u : ! ; lu DENSTITY.
STA 0+0 STARTS AT DOUGLASS AVE. FOR EMPIRE TERRACESOUTH
SEA 1 1 SIARES AT SIRA:11T)N• • RADKIVE "•y •
• R.PLEMMONS
TECHNICIAN:
Offices:
Cincinnati, OH
Anchorage, AK
Dallas, TX
Atlanta, GA
Dayton, OH
Baltimore, MD
Denver, CO
Birminoham. AL
FL Wayne, IN
Corporate Office: Indianapolis. IN
Raleigh, NC
Griffith, IN
Longmont. CO
Salisbury, MD
Huntsville, AL
Lousiville, KY
Savannah. GA
Indianapolis, IN
Miami, FL
Toledo, OH
Jacksonville, FL
Montoomery. AL
Washinoton D( -
Affiliates:
Alexandria. VA
Cnanliy. VA
Newport News, VA
ATEC Associates, Inc.
vy1.779 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: 3871-044n
SOIL DESCRIPTION M'ax . Den
Gray and tan sand 100.3
Light gray sand. with trace bf roots 101.0
FIELD TEST DATA
SPECIFIED MINIMUM PERCENT COMPACTION(PCF):100.0 °a.
TEST LOCATION ELEV. MOIST. LIFT
NO. (FT) M NO.
DEMUCKED AREA
• 1 Lots 28-27 blk 454 grade 8.8
2 Lots 28-27 blk 454 -1' 13.7 1
3 Retest of #1 grade 9.5 2
Class A
Page 1 of 1
PROJECT NO.: 71-72-046
CLIENT NO. 66
TEST DATE :9/22 /23/87
LAB NO. SH870448
Opt. Moist, Method
10.7 AASHTO T-99
9.0 AASHTO T-90
DENSITY (PCF)
WET DRY MAX. COMP
108.1 99.4 101.0 98.4
i1�.5 100.7 100.3 100.4
111.0 101,4 101.0 100.5
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
RESPECTFULLi' SUEMITTED,
ATEC Ati"SOCIAiEs, IN .
J OHN W., I ARLLEE P E.
,
VICE PRESIDENT'
Corporate Office:
Indianapolis, IN
Raleigh, NC
Griffith, IN
Longmont, CO
Salisbury, MD Affiliates:
Huntsville, AL
Lousiville, KY
Savannah, GA Alexandria. VA
Indianapolis, IN
Jacksonville. FL
Miami, FL
Montgomery, AL
Toledo, OH Chantilly VA
Washington, DC Newport News. VA
Lexington, KY
Nashville, TN
West Palm Beach, FL Norfolk. VA
Consultno Geotechnical
r Materials Fno veers and Fnv ronmentai Sctentisls
ATEC Associates, Inc.
VV/1779 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.
rm (
FEST METHOD ASTM D -`?2"2
WORK RELEASE: 3671-04
SOIL DESCRIPTION Max. Deni
Gray and tan sand
100.3
FIELD TEST DATA
SPECIFIED MINIMUM PERCENT COMPACTION(PCF):100.0 %.
TEST LOCATION ELEV. MOIST. LIFT
NO. (FT) (%) NO.
DEMUCKED AREA
•A. Lots 7 - 11. blk 453 -4' 6.1
Lots 7 - 12, blk 45: -1.6" 12.1 1
Class A
Page 1 of 1
PROJECT NO.: 71-72-046
CLIENT NO. 66
TENT DATE 9/22/67
LAB NO. 118 711) 4 4 9
Opt. Moist
10.7
Method
AASHTO `!'--99
DENSITY (PCF)
WET DRY MAX. COMP
109.9 103.5 100.3 103.2
112.6 100.4 100.3 100.1
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
conot-no (;ant?chn,cal I Matenais Fnerneers and Fnv,rnnmental Scien',sIs
RESPECTFULLY SUBMITTED,
TEG; ASSOCIATES ,INC
::
LLf 41
JOHN W. HARLLE—E
P.E.,
VICE PRESIDENT
Corporate Office: Indianapolis. IN
Raleigh, INC
Griffith, IN
Longmont, CO
Salisbury, MD
Affiliates:
Huntsville, AL
Lousiville, KY
Savannah, GA
Alexandria. VA
Indianapolis, IN
Jacksonville, FL
Miami, FL
Montgomery, AL
Toledo, OH
Washington, DC
Chantilly. VA
Newport News VA
Lexington, KY
Nashville, TN
West Palm Beach, FL
Norlolk VA
conot-no (;ant?chn,cal I Matenais Fnerneers and Fnv,rnnmental Scien',sIs
ATEC Associates, Inc.
vy
1779 Canova Street, S.E.
Palm Bay, Florida 32909
(407) 724-1273
• REPORT
of
IN-PLACE DENSITY TESTS
PROJECT: Sebastian Highlands Unit 917
CLIENT : General Development Corp.
TEST METHOD : ASTM D-2022
WORM RL"EASE: 3871-04
SOIL DESCRIi'TlON Max. Den
Gray and tan sand
- 100.3
FIELD TEST DATA
Class A
Page 1 of 1
PROJECT NO.:
CLIENT NO.
TEST DATE
LAB NO.
Opt. Moist
10.7
71-72-046
66
9/28/87
SH8 70452
Method
AASHTO T-99)
SPECIFIED MINIMUM PERCENT COMPACTION(PCF):100.0 %.
TESL LOCATION ELEV. MOIST. LIFT DENSITY (PCF)
NO. (FT) (uo) NO. WET DRY MAX
DEMUCKED
AREA
-1'
• 1
LoL
26
blk
570
2
Lot
26
blk
570
3
Lot
26
blk
570
4
Lot
26
blk
570
ATEC, ASSOC ATES,`TNC..
*SEE
NOTE
grade
7.1 5
-1'
8.8 4
-2'
6.3 3
-3'
10.5 2
107.9 100.8
109.5 100.6
106.6 100.3
113.5 102.6
rr,
/n
COMP
100.3 100.5
100.3 100.3
100.3 100.0
100.3 102.4
REMARKS:
ABOVE TESTS MEET
THE MINIMUM
REQUIREMENT
OF 100% OF MAX. DENSITY.
*Bottom
lift @ -4', could
riot be
tested, due to
ground water intrusion.
TECHNICIAN: R. Plemmons
RESPECTFULLY SUBMITTED,
ATEC, ASSOC ATES,`TNC..
JOHN".W:, IJARLLEE P.E.',
VICE PRESIDENT
eOffices:
Cincinnati, OH
Corporate Office: Indianapolis. IN
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
Consull,nc Ce01PChnina1
r Maleria's Enc�neers anri F�wronmerlal `n�enD SIS
ATEC Associates, Inc.
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 AST'H D-2012-2
WORK RELEASE: 3871-04
:OIL, DESCRIPTION Max. Den
Dark brown and gray sand wi-P`1'i trace of 106.0
roots
FIELD TEST DATA
SPECIFIED MINIMUM PERCENT COMPACTION(PCF):100.0 %.
TEST LOCATION ELEV. MOIST. LIFT
NO. (FT) NO.
DEMUCKED AREA
• 1 Center of lots 18 &. 19 grade 9.8 1
blk 576
'
2 Retest of #1 grade �� �� 7 1
Class A
Page 1 of 1
PROJECT NO.: 71-72-046
CLIENT NO. : 66
TEST DATE :10/6 & 8/87
LAB NO. SH870469
Opt. Moist Method
10.2 AASHTO T-99
DENSITY (PCF) %
WET DRY MAS:. COMP
115.0 104.7 110.2 98.8
118.7 107.2 110.2 101.1
REMARKS: ABOVE TESTS MEET
THE MINIMUM
REQUIREMENT
OF 100% OF MAX. DENSITY.
TECHNICIAN:
R. Plemmons
RESPECTFULLY SUBMITTED,
ATEC ASSOCIATES,INC.
JOHN W . - HAP LEE P. E. ,
VICE PRESIDENT
Offices:
Cincinnati, OH
Office: Indianapolis. IN
Raleigh, NC
Anchorage, AK
Atlanta, GA
Dallas, TX
Dayton, OH
Griffith, IN
Huntsville, AL
Longmont, CO
Lousiville, KY
Salisbury, MD Affiliates:
Savannah, GA Alexandra 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
CGnsl;II,nG GPolecnn;cal
1 Malena's FncinPPrs an7 Fnv,rnnmenlal Scient,sis
ATEC Associates, Inc. CLASS A
VV2990 N.W. 40 Street
Miami, Florida 33142
(305) 633-2700 (Dade)
(305) 728-9044 (Broward)
REPORT OF IN-PLACE SOIL DENSITY TESTS
Client Nos -9
Project Notp�72-007'
Clients GENERAL DEVELOPMENT CORP. LAB N0. SH 870�Z
Projects SF.RASTIAN HTGM ANDS . UNIT #17 WR -3871-04
Soil Description: LIGHT GRAY SAND W/TRACE OF ROOTS
Max.Dry Optimum
Density 1n9_0 lbs/cu.ft. Moisture 9.8 %
Method
of Tests AASHTO - T - 99
Date of Test Elev. Lift Field In -Place Density %
Test No. Test Location Ft. No. Moisture (lbs/cu.ft.) compac-
DFM[TCKEn AREA Percent Wet Dry tion
11-9-87 1 STA 1+50 CL KEYSTONE @ GRADE 4 9.9% 115.4 105.0 103.0
11-9-87 2 STA 1+50 CL KEYSTONE -2' 2 14.57. 121.5 106.1 104.4
11-9-A7 3 STA 1+50 CL KEYSTONE -1' 3 17.6% 122.2 103.9 101.9
NOTE:
STA 0+0 IS @ BRISTOL DRIVE
Remarks:
Tech s
Offices:
Anchorage, AK
Atlanta, GA
Baltimore, MD
Birmingham, AL
Chicago, IL
The above tests meet the minimum reouirement of 100
of maximum density.
TEST COULD NOT BE TAKEN @ -3' DUE TO°
R. PLEMMOIQS ATEC ASSO I ATES I, INC.
Ift2• ist.rict Manger
Cincinnati, Office: Indianapolis. IN .
Cincinnati, OH Raleigh, NC
Dallas, TX Griffith, IN Longmont, CO Salisbury, MD
Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA
Denver, CO Indianapolis, IN Miami, FL Toledo, OH
Ft. Wayne, IN Jacksonville, FL Montgomery, AL Washington, DC
Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL
y
Affiliates:
Alexandria. VA
Chanliily. VA
Newport News. VA
Norlolk. VA
ATEC Associates, Inc.
VV2990 N.W. 40 Street CLASS A
Miami, Florida 33142
(305) 833-2700 (Dade)
(305) 726-9044 (Broward)
REPORT OF IN-PLACE SOIL DENSITY TESTS
Client Nos 9
Project Not 70-72-00'7
Client: GFNFRAT, DFVFT,OPMFNT CORP.AB NO; SH 870526
Project: SEBASTIAN HIGHLANDS UNIT 17 WR -3871-04
Soil Descriptions A: LIGHT GRAY SANDS W/ROOTS B: LIGHT GRAY SANDS W/ROOTS
Max.Dry A: 101.0 Optimum A. 9'0 Method
B�
: 102, B: 9.8, AASHTO T-99
Density bs/pcu.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
9-2487 1 BRISTOL DR.STA 12+50 CL -1' 3 18.7% 117.9 99.3 98.3 A
E. END OF
9-2487 2 LOT_ 15, BLK 568 -1' 2 17.4. 118.2 100.7 99.7 A
E. END OF
9-2487 3 LOT 15, BLY. 568 @ GRADE 2 12.7% 116.1 103.0 101.0 B
9-30-87
The above tests
4
RETEST OF #1
-1'
3
11.9%
116.1
103.7
102.7
A
is 9-30-87
9-30-87
R.
5
6
BRISTOL DR.STA
RETEST OF #2
12+50 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
Dallas, TXO
Dayton, OH
IN Longmont, CO
AL
Raleigh, NC
Salisbury, MD
Affiliates:
Baltimore, MD
e,
Denver, CO
Huntsville.
e. Lousiville, KY
H dianapol
Indienepolis, IN Miami, FL
Savannah, GA
Toledo, OH
Atexanona. VA
Chantilly. VA
Birmingham, AL
Chicago, IL
Ft. Wayne, IN
Galtherburg, MD
Jacksonville, FL Montgomery, AL
Washington, DC
Newport News. VA
Lexington, KY Nashville, TN
West Palm Beach, FL
Norfolk. VA
Remarks:
The above tests
meet the minimum requirement of 100
of maximum density. STA 0+0 IS @ ALu,AM13RA AVE
Techs
R.
PLE2,VONIS
ATEC ASSO.E I/ATES�s" "_INC .
•
District Manger
Offices:
Cincinnati, OH
Corporate Office: Indianapolis. IN
Anchorage, AK
Atlanta,
Dallas, TXO
Dayton, OH
IN Longmont, CO
AL
Raleigh, NC
Salisbury, MD
Affiliates:
Baltimore, MD
e,
Denver, CO
Huntsville.
e. Lousiville, KY
H dianapol
Indienepolis, IN Miami, FL
Savannah, GA
Toledo, OH
Atexanona. VA
Chantilly. VA
Birmingham, AL
Chicago, IL
Ft. Wayne, IN
Galtherburg, MD
Jacksonville, FL Montgomery, AL
Washington, DC
Newport News. VA
Lexington, KY Nashville, TN
West Palm Beach, FL
Norfolk. VA
ATEC
associates, Inc.
Test
CLASS A
Lift
N.W. 40 Street
In -Place
Density
VV2990
Miami, Florida 33142
a_
No. Test Location
Ft.
(305) 633-2700 (Dade)
Moisture
(lbs/cu.ft.)
(305) 728-9044 (Broward)
DEMUCKED AREAS
REPORT OF IN-PLACE SOIL
DENSITY TESTS
Percent
Wet
Dry
Client No: 6
Project
No:71-72-046.
Client: GENERAL DEVELOPMENT CORP.
offices.
SH 880079
Project:
SABASTIAN HIGHLANDS UNIT #17 WR# 3871-04
1/15
Soil Description: A: GRAY AND TAN SAND B:
DARK BROWN
AND GRAY SAND
Max.Dry B:
110.3 Optimum B: 10.8
Method
100.3
Density A:
100.31bs/cu.ft. Moisture A:10.7%
of Test:
AASHTO T-99
Date
of
Test
Elev.
Lift
Field
In -Place
Density
Tech:
Test
a_
No. Test Location
Ft.
No.
Moisture
(lbs/cu.ft.)
compac-
DEMUCKED AREAS
Percent
Wet
Dry
tion
center ot iot
offices.
Cincinnati, OH
Corporat. OfNC.: Indian a0blis, IN ,
R.Isiph, NC
1/15
1
bilk 590
GRADE
1
13.1
113.5
100.3
100.0 A
Savannah, GA
Alexandria. VA
center o
Denver, CO
Indianapolis, IN Miami, FL
Toledo, OH
Chantilly. VA
Birmingham, AL
Ft. Wayne, IN
1/15
2
lots 29&30 blk 590
GRADE
2
12.8
125.8
111.5
101.1 B
center o
1/15
3
lots 29&30 bilk 590
-it
1
11.5
124.8
111.9
101.4 B
I]
Remarks:
The above tests
meet the minimum requirement of 1001
of maximum density.
Tech:
a_
B. PLEMMONS
ATEC ASSOCIATES, INC,,.,
District'Manger
offices.
Cincinnati, OH
Corporat. OfNC.: Indian a0blis, IN ,
R.Isiph, NC
Anchorage, AK
Dallas, TX
Griffith, IN Longmont, CO
Salisbury, MD
Affllistes:
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
Geitherburg, MD
Lexington, KY Nashville, TN
West Palm Beach, FL
Norfolk. VA