HomeMy WebLinkAboutTract / Lot FillATEC Associates,
Inc.
1770 Canova Street, S.E
Palm Bay, Florida 32909
(407)724-1273
oEPr_%Rm
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
5/05/88
WORK RELEASE: 3871-04
LAB NO.
SH880714
SOIL DESCRIPTION
Max. Den
Opt. Moist
Method
Dk. brown & gray sand w/trace
of root
106.0
10.2
AASHTO T-99
Tan & light brown sand w/trace of root
109.9
9.0
AASHTO T-99
Keystone Drive
FIELD
TEST DATA
SPECIFIED MINIMUM PERCENT COMPACTION(PCF):100.0
%.
TEST LOCATION
ELEV.
MOIST. LIFT
DENSITY (PCF)
%
NO.
(FT)
(%) NO.
WET DRY
MAX. COMP
BACKFILL/BLK 452, 453, 454
1 Backlot line
grade
9.4 2
120.1 109.8
106.0 103.6
lot #12 Blk 452
2 Backlot line
-1'
12.7 1
120.9 107.3
106.0 101.2
lot #12 Blk 452
3 Backlot line
grade
13.3 2
123.3 108.8
106.0 102.6
lot # 3 Blk 452
4 Backlot line
-1'
14.7 1
124.1 108.2
106.0 102.0
lot # 3 Blk 452
5 Backlot line
grade
8.9 2
115.0 105.6
105.5 100.1
lot # 3 Blk 453
6 Backlot line
-1'
11.0 1
120.5 108.5
106.0 102.4
lot # 3 Blk 453
7 Backlot line
grade
6.8 2
113.4 106.1
105.5 100.6
lot # 6 Blk 453
8 Backlot line
-1'
12.1 1
118.3 105.5
105.5 100.0
lot # 6 Blk 453
9 Backlot line
grade
10.0 2
117.6 106.9
105.5 101.3
lot #29 Blk 454
10 Backlot line
-1'
12.8 1
122.6 108.7
105.5 103.0
lot #29 Blk 454
11 Backlot line
grade
10.2 2
111.4 106.6
105.5 101.0
lot #27 Blk 454
12 Backlot line
-1'
11.2 1
118.7 106.7
106.0 100.7
lot #27 Blk 454
•
Offices: Cincinnati. OH
Corporate Office: tnoanapolts IN
Raleigh, NC
Anchnrage AK Dallas TX Griffith.
IN
Longmont. CO
Salisbury, MD
Affiliates:
A!lanta GA Dayton. OH Huntsville. AL
Lousrville. KY
Savannah, GA
A e*ann"a `•
Eli, it morn MD Danver. CO Indianapolis. IN
Miami. FL
Toledo, OH
(3un:uigharn AL Ft Wavne. IN Jacksonville,
FL
Montgomery. AL
Washington. DC
Newnrr? N(:m.,
i'h-cano. I; Gai!herburg. MD Lexington.
KY
Nashville. TN
West Palm Beach,
FL Noon'- VA
ATEC Associates, Inc.
VV1779 Canova Street, S.E
Palm Bay, Florida 32909
(407)724-1273
r
J
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
Dark brown & gray sand w/trace of root 106.0
Class A
Page 2 of 2
PROJECT NO.: 71-72-046
CLIENT NO. 66
TEST DATE 5/04/88
LAB NO. SH880714
Opt. Moist Method
10.2 AASHTO T- 99
DENSITY (PCF)
%
FIELD
TEST DATA
SPECIFIED MINIMUM PERCENT
COMPACTION(PCF):100.0
%.
TEST
LOCATION
ELEV.
MOIST.
LIFT
NO.
102.3
(FT)
(%)
NO.
13 Backlot
line
grade
8.3
2
lot # 3
Blk 569
Backlot
line
-13
10,7
1
•14
lot # 3
Blk 569
Corporate Office: I�d,anapol,s IN
Offices:
15 Backlot
line
grade
7.4
2
lot #12
Blk 569
Atlanta. GA
Davton OH
Huntsville, AL Lousiville. KY
16 Backlot
line
-1'
11.3
1
lot #12
Blk 569
Jacksonville. FL Montgomery, AL
Washington, DC duva,r'"a"
n"cano IL
l
Class A
Page 2 of 2
PROJECT NO.: 71-72-046
CLIENT NO. 66
TEST DATE 5/04/88
LAB NO. SH880714
Opt. Moist Method
10.2 AASHTO T- 99
DENSITY (PCF)
%
WET
DRY
MAX.
COMP
114.8
106.0
106.0
100.1
120.0
108.4
106.0
102.3
119.9
107.9
106.0
101.8
118.4
106,4
106.0
100.4
Technician:
R.Plemmons
Remarks:THE
ABOVE TESTS
MEET THE MINIMUM REQUIREMENT
OF100% MAXIMUM.'DFLNSITY.
Respeil�tfullyz•Submitted,
ATEC Associates, Inc.
`46-*.U_. C
John W. Harllee, P.E.
Vice President.,
Corporate Office: I�d,anapol,s IN
Offices:
Cincinnati. OH
Raleigh, NC
Anchoraqe AK
Dallas TX
Griffith. IN Longmont. CO
Salisbury, MD Affiliates:
Atlanta. GA
Davton OH
Huntsville, AL Lousiville. KY
Savannah, GA Asea 7^r•' a
Han more P.1(l
Denver. CO
Indianapolis, IN Miami, FL
Toledo. OH
I,, harr, AL
ng
Ft Wavne.. IN
Jacksonville. FL Montgomery, AL
Washington, DC duva,r'"a"
n"cano IL
l
Gaitherburg. MD
Lexington, KY Nashville. TN
West Palm Beach, FL Nroan.
ATEC Associates, Inc.
1779 Canoja Sl:cet. S E.
'DaIrn Bay. F!Onda 32909
OS) 2?3
REPORT OF IN-PLACE SOIL DENSITY TESTS
CLASS A
PAGE 1 OF 1
11/24
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# SH880105
LABORATORY DATA
SOIL DESCRIPTION:
MAS X .
DENSITY PCF
lmum
ISTURE %
IST.
DARK BROWN AND GRAY SAND
110.3
10.8
COMP.
o,
1
CENTER OF LOT #6 BLK 592
1
TEST RESULTS
TESTo
NO
I MATT ONF-1C7
EZNTT OF
IST.
LIFT
IDENSITY (PCF)
MAX.DEN.
COMP.
o,
1
CENTER OF LOT #6 BLK 592
1
17.2
1
123.3
105.2
110.3
95.3
ELI��
nE I nT A 9
GRADE
10.7
2
123.7
111.7
110.3
101.3
3
S.SIDE, CENTER LOT #1 BLK 592
GRADE
14.2
1
1124.1
1108.7
110.3
98.5
4
RETEST OF #1
-11
15.9
1
1122.8
106.0
110.3
96.1
5
RETEST OF #3
GRADE
11.81
1
123.6
110.6
110.3
100.3
6
CENTER OF LOT #10 BLK 592
GRADE
13.8
1
123.1
108.2
110.3
98.1
7
RETEST OF #6
GRADE
12.4
1
124.7
111.0
110.3
100.6
8
RETEST OF #4
GRADE
12.9
1
1124.8
110.5
110.3
100.2
REMARKS:
THE ABOVE TESTS MEET THE MINIMUM REQUIRE
EZNTT OF
100% OF MA}:TMUM DENSITY.
R. PLEMMONS
TECHNICIAN:
Corporate office: Indianapolis. IN
Offices:
Anchorage, AK
Cincinnati, OH
Dallas, TX
Griffith, IN
Longmont. CO
Raleigh,, NC
Saliibury, MD
Affiliates:
Atlanta. GA
Dayton, OH
Huntsville. AL
Lousiville, KY
Savannah; GA
Alexandria. VA
Crianliny. VA
Baltimore. MD
Birmingham, AL
Denver, CO
Ft. Wayne, IN
Indianapolis. IN
Jacksonville. FL
Miami, FL
Montgomery. AL
Toledo, OH
Washington, DC
Newpon News. VA
Chicaoo. IL
Gaitherburg, MD
Lexington, KY
Nashville. TN
West Palm Beach. FL
Norfolk. VA
ATEC Associates, Inc. CLASS A
2990 N.W. 40 Street LAB# SH8801C4
Miami, Florida 33142
• (305) 633-2700 (Dade)
(305) 728-9044 (Broward)
REPORT OF IN-PLACE SOIL DENSITY TESTS
Client Not 66
Client:
GENERAL DEVELOPMENT CORP. Project No: 71-72-046
Project: SEBASTIAN HIGHLANDS UNIT #17 WR# 3871-04
Soil Description : DARK BROWN AND GRAY SAND WITH ROOTS
Max.Dry Optimum
Density 106.0 1 bs/cu. ft. Moisture 10.2 %
Method
of Tests AASHTO T-99
Date of Test Elev.
Lift Field
In -Place Density
2 10.9
Test No. t
BLK At.
No. Moisture
(lbs/cu.ft.)
compac-
FILLSLOTSo1 1
Percent
Wet Dry
tion
1/20 1 CENTER OF LOT 15 BLK 576 -1'
1 14.6
127.7 111.5
105.1
1/21 2 11
ifGRADE
2 10.9
118.4 106.7
100.6
1/20 3
12
-1' 1 17.9
125.9 106.8
100.7
1/21 4
GRADE 2 10.0
116.9 106.3
100.2
•
.
Remarks: The
Of
Techs
R. PLEMMONS
Officers:
Anchorage, AK
Atlanta, GA
Baltimore, MD
Birmingham, AL
Chicago, IL
above tests meet the minimum requirement of 100
maximLtm density.
,
ATEC ASSOCIATES, INC.
District Manger
Corporate Off [Cal: Ind anapolis. IN
Cincinnati, OH Raleigh, NC
Dallas. TX Griffith, IN Longmont, C0 Salisbury, MD
Dayton, OH Huntsville. AL Lousiville,'KY'' Savannah, GA
Denver, CO Indianapolis, IN Miami, FL` Toledo, OH
Fl. Wayne, IN Jacksonville, FL Montgomery: AL Washington, DC
Gailherburg, MD Lexington, KY Nashville. TN W>. o.1— rad. r
X
Affiliates:
Alexandria. VA
Chantilly. VA
Newport News. VA
.-1, 1. —
CLASS A
ATEC Associates, Inc. IAB NO. SH880102
v' 2990 N.W. 40 Street
Miami, Florida 33142
• (305) 6332700 (Dade)
(305) 728-9044 (Broward)
REPORT OF IN-PLACE SOIL DENSITY TESTS
Client Not 66
Clients
GENERAL DEVELOPMEh7 CORP. Project Nos 71-72-046
P r o j e c t t SEBASTIAN HIGHLANDS UNIT #17 WR# 3871-04
Soil Description: A: LIGHT BROWN AND TAN SAND WITH MARL B: DARK BROWN AND GRAY SAND
A:111.0 A:11.0
Max .Dry B:110.3 Optimum B:10.8 Method AASHTO T-99
Density lbs/cu.ft. Moisture % of Test:
Date of
Test
Test
No. Test Location
FILL/BLY. 574
Elev.
Ft.
Lift
No.
Field
Moisture
Percent
In -Place Density
(lbs/cu.ft.)
Wet Dry
compac-
tion
12/4 1
CENTER. OF LOT #2 BLx 574
GRADE
1
13.1
122.3
108.1
98.0 B
12/4 2
tt tt tt #6 it it
6"
1
8.6
123.7
113.9
102.7 A
12/4 3
RETEST OF #1
—6"
1
18.9
125.7
105.8
95.9 B
1/15 4
RETEST OF #3
Washington, DC
Newport News. VA
18.8
125.0
105.2
95.3 B
• 1/21 5
RETEST OF #4
—611
1
10.3
123.2
111.7
101.3 B
•
Remarks: The above tests meet the minimum requirement of 100
Of maximum density.
Tech:
R. P FPMNS
ATEEC ASSOCIA'TES, INC.
w � ".. .. .
District Manger
Offices:
Corporal* Office: Indianspolis.IN "'
Cincinnati, OH
Raleigh, NC
Anchorage. AK
Dallas, TX
Griffith, IN
Longmont, CO
Salisbury, MD
Afflllatet:
Atlanta. GA
Dayton, OH
Huntsville, AL
Lousiville, KY
Savannah, GA
Alexandra. VA
Baltimore. MD
Denver, CO
Indianapolis, IN
Miami, FL
Toledo, OH
Chantilly. VA
B'rminghsm, AL
Ft. Wayne. IN
Jacksonville, FL
Montgomery, AL
Washington, DC
Newport News. VA
Chicago, IL
Gaitherburp, MD
Lexington. KY
Neshvillp Tn.I
W... r.,i_ o r
11--l' —
q.
9/8
9/8
9/8
9/9
9/9
9/24
1/20
ATEC
Associates, Inc.
IVV/
i i 9 Canova SIreei. S.:1
BROWN AND GRAY SAND WITH ROOTS
?:1Ir,i ii:f;. :!!Olidn 1'909
10.2
05T 7.'.'- tr,1
REPORT OF IIS -PLACE SOIL DENSITY TESTS
CLASS A
PAGE 1 OF 1
9/1 TO 1/20
PROJECT: SEBASTIAN HIGHLANDS UNTIT #17 CLIENTS 66 PROJECT# 71-72-046
-CLIENT: GENERAL DEVELOPMENT CORP. WORK RELEASE# 3871-04
TEST METHOD: AASHT0 T-99 LAB# SH880101
LABORATORY DATA
SOIL DESCRIPTION:
MAX. DRY
DENSITY PCF
I OF11MM
}OISTURE o
MOIST.
°
BROWN AND GRAY SAND WITH ROOTS
106.0
10.2
COMP-
°
fDARK
L
1
E. F -M CENTER LOT 29 BLK 451
GRADE
TEST RESULTS
T;TTT nK1 T!Y1C
TESTI7.
T
Corporate Office: Indianapolis. IN
MOIST.
°
LIFT
DENSITY (PCF)
MAX.DEN.
(
COMP-
°
Dallas, TX
1
E. F -M CENTER LOT 29 BLK 451
GRADE
21.2
1
116.2
95.8
106.0
90.4
2
CENTER LOT 26 BLK 451
GRADE
18.q
Montgomery, AL
3
RETEST OF #2
GRADE
16.0
1
1 124.5
107.4
106.0
101.3
4
RETEST OF #1 (GRADE
19.9
1
1 122.0
101.8
106.0
96.
5
W. E\1D CENTER LOT 32 BLK 451
,GRADE
12.01
1
118.3
1 105.6
106.0
99.5
6
CENTER LOT 13 BLK 451
+GRADE
18.4
1
113.5
95.8
106.0
90.4
7
RETEST OF #4
(GRADE
12.6
1
119.4
106.1
106.0
100.1
8
RETEST OF #5
SRADE
13.1
1
121.0
106.9
106.0
100.8
9
RETEST OF #6
RADE
18.0
1 1
120.1
101.8
106.0
96.0
10
RETEST OF #9
6,AQE
13.11
1
121.7 1
107.5
106.0
101.4
THE ABOVE TESTS MEET MINIMUM FHMRaENT OF 100% OF MAXIMUM DENSLTY:.
R. PLENYKONS
TECHNICIAN:
Raleigh, NC
Corporate Office: Indianapolis. IN
Offices:
Cincinnati, OH
Alexandria. VA
Toledo, OH
Anchorage, AK
Dallas, TX
Griffith, IN
Longmont, CO
Atlanta, GA
Dayton, OH
Huntsville, AL
Lousiville, KY
Baltimore, MD
Denver, CO
Indianapolis, IN
Miami, FL
Birmingham, AL
FL Wayne, IN
Jacksonville, FL
Montgomery, AL
Raleigh, NC
Salisbury, MD
Affiliates:
Savannah. GA
Alexandria. VA
Toledo, OH
Cnantipy_ VA
Washington, DC
Newport News. VA
ATEC Associates, Inc. CLASS A
ivy2990 N.W. 40 Street
Miami, Florida 33142
(305) 633-2700 (Dade)
• (305) 728-9044 (Broward)
REPORT OF IN-PLACE SOIL DENSITY TESTS
Client Not 6
Project N1 71-72-046.
Client: GENERAL DEVELOPMENT CORP. SH 880079
Project: SABASTIAN HIGHLANDS UNIT #17 WR# 3871-04
Soil Description: A: GRAY AND TAN SAND B: DARK BROWN AND GRAY SAND
Max.Dry B: 110.3 Optimum B:10.8 Method
Density A: 100.31bs/cu.ft. Moisture A:10.7% of Test: AASHTO T-99
Date
of
Test
Elev.
Lift
Field
In -Place
Density
Test
No. Test Location
Ft.
No.
Moisture
(lbs/cu.ft.)
compac-
DEMUCKED AREAS
Percent
Wet
Dry
tion
center ot lot
1/15
1
blk 590
GRADE
1
13.1
113.5
100.3
100.0 A
center o
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 29830 blk 590
-it
1
11.5
124.8
111.9
101.4 B
Remarks: The above tests meet the minimum requirement of 100
of maximum density.
- r-
Tech t
B. PLENtUNIS ATEC ASSOCIATES, "INC.
• District Manger
Offices -Corporate Office: Indianapoes. IN
Cincinnati, OH Asleigh. NC
Anchorage, AK Dallas, TX Griffith, IN LongnwnL 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 Chanulty. VA
Birmingham, AL Ft. Wayne, IN Jacksonville, FL Montgomery, AL Washington, DC Newport News. VA
Chicago, IL Geitnerburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Norfolk. VA
ATEC
Associates, Inc.
CLASS A
Lift
N.W. 40 Street
In -Place
VV2990
Miami, Florida 33142
Test
No. Test Location
(305) 633-2700 (Dade)
No.
•
(305) 728-9044 (Broward)
compac-
122.1
REPORT OF IN-PLACE SOIL
DENSITY TESTS
• 10/6
Percent
Client Not 66
Dry
tion
Project Not 71-72-046
Clients
GENERAL, DEVELOPNETTT CORP.
LAB N0. SH 880078
SABASTIAN HIGHLANDS UNIT #17 WR# 3871-04
Projects
ATEC ASSDC 1 ATES , I NC.
10/2
Soil Description: DARK BROWN AND TAN SAND
GRADE
Max.Dry
Optimum
Method
Density 110.3 lbs/cu.ft. Moisture 10.8 %
of Test: AASHMT-99
Date
of Test
Elev.
Lift
Field
In -Place
Density
109.7
Test
No. Test Location
Ft.
No.
Moisture
(lbs/cu.ft.)
compac-
122.1
FILL LOTS
99.2
• 10/6
Percent
Wet
Dry
tion
10.3
lot 7 blk
110.4
100.1
R.
PL MMONS
ATEC ASSDC 1 ATES , I NC.
10/2
1 center of lot
GRADE
1
13.2
125.7
111.1
100.7
Cincinnati, OH
Dallas, TX
Dayton, OH
Denver, CO
Ft. Wayne. IN
Galtherburg, MD
of 11 blk 575
Ra1Ngh, NC
Salisbury, MD
Savannah, GA
Toledo, OH
Washington, DC
West Palm Beach, FL
Affiliates:
AlexanOna. VA
Chantilly. VA
Newport News. VA
Norfolk. VA
10/2
2 center of lot
GRADE
1
14.3
123.5
108.0
98.0
10/5
3
retest of #2
GRADE
1
10.8
121.6
109.7
99.5
10/6
4
retest of #3
GRADE
1
11.6
122.1
109.4
99.2
• 10/6
5
retest of #4
GRADE
1
10.3
121.7
110.4
100.1
R.
PL MMONS
ATEC ASSDC 1 ATES , I NC.
.
�i Lc.1?
� istr:ict Manger
Remarks:
The above tests
meet the minimum requirement of 100
of maximum density.
Techt
R.
PL MMONS
ATEC ASSDC 1 ATES , I NC.
.
�i Lc.1?
� istr:ict Manger
Offices:
Anchorage, AK
Atlanta, GA
Baltimore, MD
Birmingham, AL
Chicago, IL
Cincinnati, OH
Dallas, TX
Dayton, OH
Denver, CO
Ft. Wayne. IN
Galtherburg, MD
Corporate Off I= Indianapolis. IN
Griffith, IN Longmont, CO
Huntsville, AL LousWitle, KY
Indianapolis, IN Miami, FL
Jacksonville, FL Montgomery, AL
Lexington, KY Nashville, TN
Ra1Ngh, NC
Salisbury, MD
Savannah, GA
Toledo, OH
Washington, DC
West Palm Beach, FL
Affiliates:
AlexanOna. VA
Chantilly. VA
Newport News. VA
Norfolk. VA
CLASS A
ATEC Associates, Inc. LAB NO. SH. 870581
VV2990 N.W. 40 Street DATE: 12-15-87
Miami. Florida 33142
(305) 633-2700 (Dade)
(305) 726-8044 (Broward)
REPORT OF IN-PLACE SOIL DENSITY TESTS
Client Noi 66
Project No: 71-72-046
of 011a 9.11 no)XU a %Moto •'
Project: SEBASTIAN H-TQU ANDS MIT 17 WR# 3871-04
S o i 1 Description : A. GRAY AND TAN SA14D B. DARK BRaN N AND GRAY SAND WITF: ROOTS
Max . Dry A. 100.3 Optimum A.10.7
Density B. 106.0 lbs/cu. ft. Moisture B.10.2 y,
Method
of Test: AASIrTO T-99
Date of Test Elev. Lift Field In -Place Density
Test No. Test Location Ft. No. Moisture (lbs/cu.ft.) compac-
Percent Wet Dry tion
12/15/87 1 CE=J, OF LOT 3 @ GRADE 1 8.6 119.3 109.9 103.6 B
BLK 567
12/15/87 2 1 f I I I I Ill.t1 4.0 108.2 104.0 103.7 A
•
Remarks: The above tests meet the minimum requirement of 100
of maximum density.
Tech:
R.. PLEMMNS AEC ASSOCIATES, I NC
• - �-tip w ..r���7�E2.
District :Manges
OmcerCk+ckxKtl OH Crxporat. Office: tn6�anap0K.I1J Rala141% NC
AncWwnp., AK Dallas. TX GrIH10% IN longrrwnt. CO Salisbury, MC AHi11atK:
`Attantc GA r -s -A .,. rw .. . — .... -
Soil Description: A: LT. BRN & TAN SAND W/MARL, B: DK. BRN & GRAY SAND W/ROOTS
111.0 A . C: DK. BRN AND GRAY SAND
Max.Dry 106.0 B 11.OA40ptimum 10.2B Method AASHTO T-99
Density 110.3 Clbs/cu.ft. Moisture 10. 8C % of Test:
Date of Test Elev. Lift Field In -Place Density
Test No. Test Location Ft. No. Moisture (lbs/cu.ft.) compac-
FILL BLK. 593 Percent Wet Dry tion
LOT 13 BLK 593
10/5 1 CENTER OF LOT @ GRADE 4 9.8 119.6 108.9 98.7 C
10/8 2 RETEST OF 1 if4 8.1 119.8 110.9 100.5 C
LOT 13 BLK 593
10/8 3 CENTER OF LOT -3' 1 8.7 122.1 112.3 101.8 C
10/8 4 fill fill till
-2' 2
10.9
CLASS A
ATEC Associates,
Inc.
C
DATE: 25 NOV. 1987
-1' 3
11.5
123.5
110.7
N.W. 40 Street
C
11/24 6 #2 BLK 593
@ GRADE 1
VV2990
Miami, Florida 33142
123.7
111.7
100.6
(305) 633-2700 (Dade)
CENTER OF LOT
11/24 7 #10 BLK 593
@ GRADE 1
15.5
• (305) 728-0044 (Broward)
106.1
100.0
B
REPORT OF IN-PLACE
SOIL DENSITY TESTS
Cincinnetl, OH
Office: IndIianapoiis. IN
RalelQh, NC
Client No:
9
GrlHtth, IN Longmont, CO
Salisbury, MD Affiliates:
Project No:
70-72-007
Client: GENERAL DEVELOPMENT
CORP.
LAR NO, S.H.
870557
SEBASTIAN HIGHLANDS
UNIT 17
WP. -3871-04
Project:
Soil Description: A: LT. BRN & TAN SAND W/MARL, B: DK. BRN & GRAY SAND W/ROOTS
111.0 A . C: DK. BRN AND GRAY SAND
Max.Dry 106.0 B 11.OA40ptimum 10.2B Method AASHTO T-99
Density 110.3 Clbs/cu.ft. Moisture 10. 8C % of Test:
Date of Test Elev. Lift Field In -Place Density
Test No. Test Location Ft. No. Moisture (lbs/cu.ft.) compac-
FILL BLK. 593 Percent Wet Dry tion
LOT 13 BLK 593
10/5 1 CENTER OF LOT @ GRADE 4 9.8 119.6 108.9 98.7 C
10/8 2 RETEST OF 1 if4 8.1 119.8 110.9 100.5 C
LOT 13 BLK 593
10/8 3 CENTER OF LOT -3' 1 8.7 122.1 112.3 101.8 C
10/8 4 fill fill till
-2' 2
10.9
124.3
112.0
101.6
C
• 10/8 5 11t "" fill
-1' 3
11.5
123.5
110.7
100.4
C
11/24 6 #2 BLK 593
@ GRADE 1
10.8
123.7
111.7
100.6
A
CENTER OF LOT
11/24 7 #10 BLK 593
@ GRADE 1
15.5
122.5
106.1
100.0
B
Remarks:
The above tests meet the minimum requirement of 100
of maximum
density.
Tech: R.
PLEMMONS
ATEC ASSOC PATES I INC...
.
CLASS A
District Manger
OfficesCorporate
Cincinnetl, OH
Office: IndIianapoiis. IN
RalelQh, NC
Anchorage, AK
Dallas. TX
GrlHtth, IN Longmont, CO
Salisbury, MD Affiliates:
Atlanta, GA
Baltimore, MD
Dayton, OH
Huntsville, AL Lousiville• KY
Savannah, GA Ale=anona. VA
Birmingham, AL
Denver, CO
Ft. Wayne. IN
Indianapolis, IN Miami. FL
Jacksonville. FL Montoomery At.
Toledo, OH Chantilly. VA
Wa*hinn/nn nr- ti....,,,,, w... v,
ATEc
,Associates,
Inc.
V
:;?g Cnrw.a Street, S '-'.
GR -,DE 21.2 1 ' '_16.2 , 95.8 1106.0
I 90.4
1 2 I
CEtiT LOT 26 BLR 451 !GRADE
33. ° i i 1115. h 97 3
i�f:5i '. ;s
1 3 I
REPORT OF IN-PLACE SOIL DENSITY TESTS
'_A S S
PAGE 1 OF I
9/1 TO 1/20
r t .
PROJECT: SEBASTIAN HIGHLANDS UNIT t'17 CLIENT= 6r; PROJECT= 71-77
CLI ENT: GENERAL DEVELOPMENT CORP. WORK RELEASE:k' 3871 -0, -
TE ST METHOD: ASHTO T-99 LABA SH880101
LABORATORY DATA
SOIL DESr'� I PTI ON . D;�1:SIT:' PCi t �ISTURE
DAR} . BRO,,N AND GRAY SAID WITH TRACE OF ROOTS 106.0 10.2 '
TEST RESULTS
l�cl
Nrl
Cincinnati. OH
CF) �-.DEN- Co'TT
r. t2IST.I�IF"1 i DENSIT`� (Pi�1.X
1 I
E. ESRD CELT LOT 29 BI I: 451
GR -,DE 21.2 1 ' '_16.2 , 95.8 1106.0
I 90.4
1 2 I
CEtiT LOT 26 BLR 451 !GRADE
33. ° i i 1115. h 97 3
106 0
1 3 I
P=E EST OF r 2 IGRADE
116.0
1 124.5
107.4
106.0 1101.3
4 I
RETEST OF '1
ii
GRADE
19.9 I
I
1 1 122.0
101.8
I
1106.0
96. I
5 I
W. E\D CENTER LOT 32 BLK: 451 iGRADEI
i2.0
t
I i j 118.3 1
105.6
1
1106.0 �
99.5
6
I CEi?TER LOT 13 BL K. 451
�RADE
18.41
1 1113.5 I
95.8
1106.0
I 90.4
7
I RETEST 0F :: L-4
GRADE
112.6
1 1 1119.4
106.1
11-06.0
1100.1
8
gLEST OF f5
,ADE
13.1'
1
1121.0
1106.9
106.0
100.8
9
I RETEST OF r6
�RP,DE
1 18.0
11
1120.1
101.8
106.0
96.0
1-
10
RETEST OF #9
GRADE
13.1
1
121.7
107.5
106.0
1C1.4
-1
REMARKS: TEF_ ABOVE TESTS MET MINIMUM RECVIRE21ENT OF 1007. OF MA)aMUM MSITY.
i /`►tit . O()A O
R. PLENWN'S
TECHNICIAN:
Offices:
Cincinnati. OH
Anchorage, AK
Dallas, TX
Atlanta, GA
Dayton, OH
Baltimore. MO
Denver. CO
Rirminnhi A'
C, W " IN
Corporate Office: Indianapolis. IN
Griffith. IN
Longmont. CO
Huntsville, AL
Lousiville, KY
Indianapolis. IN
Miami, FL
iarkcnm'illn Ft
Al
Raleigh. NC
Affiliates:
Salisbury. MD
Savannah, GA
Alexandra. VA
Toledo. OH
Cr-arainy. VA
1^
NB++9Qn Nrws. VA
►►TEC Associates, Inc.
` 1779 Canova Street, S.E.
Palm Bay, Florida 32909
(305) 724-1273
•
REPORT
of
IN-PLACE DENSITY "'ESmS
PROJECT: Sebastian Highlands Unit #17
CLIENT : General Development Corr.
TEST METHOD : ASTM D-2922
WORK. RELEASE: 3871-04
SOT DESCRIPTION Max. Den
Grayish Brown Sand 105.1
Brown Sand with trace of Dark Brown
Sand and Shell 109.6
FIELD TEST DATA
SPECIFIED MINIMUM PERCENT COMPACTION(PCF):100.0 %.
Class A
rage 1 of
PROJECT NO.: 71-72-046
CLIENT NO. 66
TEST i)ATE :12/4 1/L'1
LAB NO. SH880103
Opt. Moist Method
10.5 AASHTO T-99
1�=.0 AASHTO T-99
TEST
LOCATION
ELEV.
MOIST. LIFT
DENSITY (PCF) %
NO.
(FT)
(%) NO.
WET DRY MAX. COMP
1 Center of
lot 22 Blk.
580 grade
12.6 2
123.4 109.6 109.b 100.0
• 2 Center of
lot 22 Elk.
580 -1'
17.3 1
124.1 105.8 109.6 96.5
3 Retests of
#2
22.3
119.4 97.6 109.6 89.1
4 Center of
lot 17 Elk.
580 J.
16.8 1
123.3 105.6 109.6 96.3
5 Center of
lot 17 Elk.
580 grade
6.0 ..
119.4 112.7 109.6 102.8
6 Retests of
#4
-i'
16.5 1
122'.5 105.1 109.E 99.9
7 Retests of
#3
-1'
19.4 i
110.6 97.6 109.5 89.1
8 Center of
lot 11 Elk.
589 grade
5.3 i
111.1 105.5 105.1 100.3
9 Center of
lot 7 Blk.
589 grade
8.2 2
118.8 109.8 109.6 100.2
REMARKS:
TECHNICIAN: R. Plemmons
RESPEC';FU
,IWY^SUBMf'i��D;-
ATEC ASSO%C1ATES, IwC.a_,
C.�JOHN W'. HARLLEE P.E.
•
VICE PRES1DENT
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
ATEC Associates, Inc.
1779 Canova Street, S.E.
Palm Bay, Florida 32909
(305) 724-1273
REQ ORT
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
Grayish Brown Sand
Brown Sand with trace of Dark Brown
Sand and Snell
Cass A
page v of
PROJECT NO
CLIENT NO.
TEST DATE
LAB NO-
V.
O_
Ma;, . Den Opt. Moist,
109.6 10.0
1 72-r)46
66
41 fes' 4 i �. 1 � i
SH880103
Method
AASHTO T-99
AASHTO T-99
DENSITY (PCF) %
WET DRY MAX. COMP
123.2 110.1 109.6 100.5
120.8 109.6 105.1 100.0
REMARKS: ABOVE TESTS MEET
THE MINIMUM
FIELD
TEST DATA
SPECIFIED
MINIMUM PERCENT
COMPACTION(PCF):100.0 %.
TEST
LOCATION
ELEV.
MOIST. LIFT
NO.
(FT)
(%) NO.
11 Retest
of #6
(7175c-1-
•12 Retest
of #7
-1'
10.2 1
1 72-r)46
66
41 fes' 4 i �. 1 � i
SH880103
Method
AASHTO T-99
AASHTO T-99
DENSITY (PCF) %
WET DRY MAX. COMP
123.2 110.1 109.6 100.5
120.8 109.6 105.1 100.0
REMARKS: ABOVE TESTS MEET
THE MINIMUM
REQUIREMENT OF 100% OF MAX. DENSITY.
TECHNICIAN:
R. Plemmons
•�
REEPECTPML-,Y SUBMITTED,
ATEC ASSOq.1ATES , INC .
(7175c-1-
JOHN W HAR1_LEE . E ,
•
VICE PRESIDENT
Corporate Office:
'r
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 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 Ena neers and Environmental Scientists
ATEC
Associates, Inc. CLASS A
'1/
2990 N.W. AO Street LP.B# SH880104
Miami, Florida 03142
•
(305) 633-2700 (Dade)
(305) 728-90u (Broward)
REPORT OF IN-PLACE SOIL DENSITY TESTS
Client Noi 66
Project No: 71-72-046Client
:
GENERAL DEVELOPM.EN T CORP.
Project:
SEBASTIAN HIGHIAiDS UNIT #17 VVIR# 3871-04
Soil Description: DARK BRNPN7 AND GR?Y SAND [,KITH TRACE OF ROOTS
Max.Dry
Optimum Method
Density 106.0 1 bs/cu. ft. Moisture 10.2 % of Test: AASHM T -Da
Date of Test Elev. Lift Field In -Place Density
Test No. Test Locrt'on t. No. Moisture (lbs/cu.ft.)
compac-
FILL LOTS 15' BLK 5�6 Percent Wet Dry
tion
1/20 1 CENTER OF LOT 15 B?K 576 -1' 1 14.6 127.7 111.5
105.1
1/21 2 11
11GRADE 2 10.9 118.4 106.7
100.6
1/20 3 12 -1' 1 17.9 125.9 106.8
100.7
1/21 4 GRADE 2 10.0 116.9 106.3
100.2
•
Remarks:
The above tests meet the minimum requirement Of .100.--7,
Of maximum density.
"E
Techs
ATEC ASSOCIATES, INC.
R. PI01-90NS0
District Manger
Offices:
Corporate Offlcs: IrOanspolis.IN
Cincinnati, OH Raleigh, NC
Anchorage, AK
Atlanta, GA
Dallas, TX Griffith, IN Longmont, CO Salisbury, MD
Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA
Affiliates:
Alexanona. VA
Baltimore, MD
Birmingham, AL
Denver, CO Indianapolis, IN Miami, FL Toledo, OH
Ft. Wayne, IN Jacksonville. FL Montgomery, AL Washinoton. D�
Chantilly. VA
Nea^JOrt News ,'A
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 917
CLIENT : General Development Corp.
rm mr, rm x r• none
TEST .1 ME 1 00D : ArS1 t.
WORK RELEASE: 3871.--04
SOIL DESCRIPTION Max. Den
Dark grown and gray send with trace 105-0
of roots
Gray and tan sand 100.3
FIELD TEST DATA
SPECIFIED MINIMUM PERCENT COMPACTION(PCF):100.0 %.
'PEST LOCATION ELEV. MOIST. L.IF'T
NO. (FT) (0/0') N0.
BLK 452
• 1 N end center of lot 5 grade 17.1
2 S end center of lot 10 grade 6.9
3 Retest of 91 grade 12.5
4 Retest of 92' grade 4.9
Class A
Page 1 of 1
PROJECT NO.
CLIENT NO.
TEST DATE
LAB NO.
Opt. Moist
10.2
10.7
71-72-046
66
:9/00-0/19/67
SH670440
Method
AASHTO T-99
AASHTO T-99
DENSITY (PCF) h.
WET DRY MAX. COMP
115.2
96.4
106.0
32.8
1.03. 1
95.4
100."
or,, . 1
123,0
109.0
106.0
103.1
106.1
101.2
100.3
100.9
REMARKS: ABOVE TESTS MEET
THE MINIMUM
REQUIREMENT OF 100% U MAX,. DENSITY.
TECHNICIAN:
R. Plemmons
RESREC-IFM�LY�,SUEMI` 'TED,
ATEC ASSOCIATES, NC:
JA4 `"i'
JOHN W. - HARLLEE P, L
.
VICE' PRE IDENT
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 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
aitherbur MD
G g.
Lexington. KY
9
Nashville, TN
West Palm Beach, FL Norfolk VA
cooSult-nn (1polechnfcal
' Materials Fndlnppr5 and Fnv�rnnmenlal Saennsts
ATEC Associates, Inc.
VV/1779 Canova Street, S.E.
Palm Bay, Florida 32909
Tf (407) 724-1273
• REPORT
of
IN-PLACE DENSITY TESTS
PROJECT: Sebastian Highlands Unit 917
CLIENT : General Development Corp.
TEST METHOD . ASTM D-291`2'
W011K REL,EA. E: 3871-04
'011 DESCRIPTIO?ti Max. Den
Gray arc:. -,an ;anti
10U.
FIELD TEST DATA
SPECIFIED MINIMUM PERCENT COMPACTION(PCF):100.0 %.
EST r m TL" r m
"ESI' LO�A�ION ELEV. MO�.ST, �IF�
NO. (FT) (%) NO.
FILL ON LOTS
1 Lot 910 bl.k 569 grade 10.9 1
W end center
2 Lot #5 blk 569 center grade 5.8 1
Class A
Page 1 of 1
PROJECT NO.: 71-72-046
CLIENT NO. 66
TEST DATE 9/28/87
LAD NO. .S111117045")
opt . Mort Method
10.7 AAS HTO T-99
DEIvSITi' (PCF)
WET DRY MAX. COMP
115.0 103.7 100.3 103.4
i09.0 103.0 1.00.3 1C2.7
REMARKS: ABOVE TESTS MEET THE MINIMUM REQUIREMENT OF 100% OF MAX. DENSITY.
TECHNICIAN:
R. Plemmons
;
RESPECTFULLYSIJ.,
ATEC ASSQC'IAAZT INC,,
JOHN, "N. 8ARLLMP` .E
VICE PRESIDENT
*Offices:
Corporate Office: Indianapolis IN
Anchorage. AK
Cincinnati, OH
Dallas, TX
Griffith, IN
Longmont, CO
Raleigh NC.
Salisbury,IAD' Affiliates:
Atlanta, GA
Dayton, OH
Huntsville, AL
Lousiville, KY
Savannah, GA Alexandria. VA-
Baltimore. MD
Denver. CO
Indianapolis, IN
Miami, FL
Toledo, OH Cnantilly 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 Geolechnical
! Materials Engineers and Env,ronmental Scientists
ATEC Associates, Inc.
1779 Canova Street, S.E.
Palm Bay, Florida 32909
(407) 724-1273
REPORT
of
IN-PLACE DENSITY TESTS
PROJECT: Sebastian Highlands Unit #1.7
CLIENT : General Development Corp.
TEST METHOD : ASTM D-229122)
WORK .RELE'Aa : 3371-04
SOIL DESCRIPTION Flat— Den
Class A
Page 1 of 1
PROJECT NO.: 71-72-046
CLIENT NO. : 66
a'E.ST DAME :0/219-10/5/87
LAP 14U . + SH8704 73
Opt. Moist Method
Dark brown and gray sand with trace 110.3 1'? ..`u AASHTO T--99
of hardpan and marl
REMARKS:
ABOVE TESTS MEET
THE MINIMUM
FIELD
TENT DATA
TECHNICIAN: R. Plemmons
SPECIFIED
MINIMUM
PERCENT
COMPACTION(PCF):100.0
RESPECTFU�.LY .SUBMITTED,
%.
TEST
LOCATION
ELEV.
MOIST.
LIFT
DENSITY
(PCF)
%
NO,
•
(FT)
(%)
NO.
WET
DRY
MAX.
COMP
FILL ON
LOTS
Cincinnati, OH
Dallas, TX
Griffith, IN
Longmont, CO
Raleigh, NC
Salisbury, MD Affiliates:
Atlanta, GA
Dayton, OH
Huntsville, AL
Lousiville, KY
• 1 Lot 3
bilk
568 ceriter
grade
14.9
1
124.7
108.5
110.3
98.4
2 Retest
of
:P1
grade
11.0
1
124.4
112.0
110.3
101.6
3 Lot 18
bilk
568
grade
8.9
1
119.4
109.6
110.3
99.3
4 Retest
of
#3
grade
11.2
1
124.3
111.8
110.3
101.4
REMARKS:
ABOVE TESTS MEET
THE MINIMUM
REQUIREMENT
OF 100% OF MAX. DENSITY.
TECHNICIAN: R. Plemmons
RESPECTFU�.LY .SUBMITTED,
AT��E/C;;:-� ASSOCIATES, INC.
JOHN .W. HARLLEE P.E.,
•
VICE PRESIDENT
Corporate Office:
Indianapoks. 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
Montgomery, AL
Toledo, OH Chantilly VA
Washington, DC Newport News VA
Birmingham, AL
Chicago. IL
Ft. Wayne, IN
Gaitherburg, MD
Jacksonville, FL
Lexington, KY
Nashville, TN
West Palm Beach, FL Norfolk. VA
Cnnsulane Gpolec-hnic-al ' Maienais FnoinpPrs anti Fnv-rnnmentai Rrienils!5
ATEC Associates, Inc.
VV1779 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 TEST DATE 9/28/87
WORK :RELEASE: :;&71-04 LAB NO. ,P870452
:OIL DESCRIPTION Max. Den Opt. Moist Method
Cray arid
tan sand
tested, due to
100.3
10.7
AASHTO
FIELD
TEST DATA
SPECIFIED
MINIMUM PERCENT
COMPACTION(PCF):100.0
%.
RESPECTFUL� Y 'SUBMI.TTED ,
TEST
LOCATION
ELEV.
MOIST. LIFT
DENSITY (PC)+')
N0.
(FT)
(�' N0.
WET DRY
MAX.
COMP
DEMUCKED
AREA
VICE PRESIDENT
,
• i Lot 26
blk 570
Grade
7.1 5
107.9 100.8
100.3
100.5
2 Lot 26
blk 570
-1'
8.8 4
109.5 100.6
100.3
100.3
3 Lot '26
blk 570
-2
6.3 3
106.6 100.3
100.3
100.0
4 Lot 26
b1h 570
-3'
10.5 2
113.5 102.6
100.3
102.4
*'SEE NOTE
REMARKS: ABOVE TESTS MEET THE MINIMUM REQUIREMENT OF 100% OF MAX. DENSITY.
*Bottom lift @ -4', could
not be
tested, due to
ground water intrusion,
TECHNICIAN:
R. Plemmons
RESPECTFUL� Y 'SUBMI.TTED ,
ATEC ASSQC SATES , Ii3C
JOHN W.
•
VICE PRESIDENT
,
Corporate
Office: Indianapolis. IN
Raleigh NCe-
Offices:
Anchorage. AK
Cincinnati, OH
Dallas, TX
Griffith, IN
Longmont, CO
Salisbury. MID, J Affiliates:
Alexandria. VA
Atlanta, GA
Baltimore, MD
Dayton, OH
Denver. CO
Huntsville, AL
Indianapolis, IN
Lousiville, KY
Miami, FL
Savannah, GA— , .`
I H Chantilly VA
T O
o edo
Birmin ham, AL
9
Chicago, IL
Ft. Wayne, IN
Gaitherburg. MD
F
Jacksonville,L
Lexington, KY
Montgomery, AL
Nashville, TN
Washington, DC Newport News VA
West Palm Beach, FL Norfolk. VA
Consull-no Gentechn cal 1 Materials FnomePrs and Fnv ronmenlal Sc,en! s!s
ATEC Associates, Inc.
VV1779 Canova Street, S.E.
Palm Bay, Florida 32909
(407) 724-1273
• REPORT
of
IN-PLACE DENSITY TESTS
PROJECT: Port. Malabar PM 51
CLIENT . General Development Corp.
TEST METHOD . ASTM D-292
WORK RELEASE: 8511-51-3
SOIL DESCRIPTION Max. Der
Light brown sand with marl arid shell 119.7
FIELD TEST DATA
SPECIFIED MINIMUM PERCENT COMPACTION(PCF): 98.0 ro.
TEST
LOCATION
ELEV.
MOIST.
LIFT
NO.
COMP
(FT)
(%)
NO.
1 Lot
6 Blk 2784
- 9"
16.2
1
• 2 Lot
15 Blh 2784
- 9"
18.5
1
Lot
3 Blk 2'784
- 9"
14.7
1
Class A
Page 1 of 1
PROJECT NO.: 71-72-045
CLIENT NO. 66
TEST DATE 1/21/87
LAD NO. PM880117
Opt. Moist Method
10.5 AASHTO T-99
DENSITY
(PCF)
%
WET
DRY
MAX.
COMP
133.7
115,0
119.7
96,1
135.4
117,5
119.7
98.2
130.0
113.4
119.7
94.7
REMARKS: ABOVE TESTS DID
NOT MEET THE
MINIMUM REQUIREMENT OF 98% OF M: X>.
DENSITY,
TECHNICIAN:
B. Plemmons
RESPECTPULLY,SUBMITT8D,,
ATEC ASSOCIATEa:,INC-
JOHN . W;. - HARLLEE
•
VICE PREZIDENT
Offices:
Cincinnati, OH
Corporate Office:
Indianapolis IN
Raleigh NC:�T
Anchorage. AK
Dallas. TX
Griffith, IN
Longmont, CO
Salisbury, Ml 'Affiliates:
Atlanta, GA
Dayton. OH
Huntsville, AL
Lousiville, KY
Savannah.,G'A Aiexandna VA
Baltimore, MD
Denver. CO
Indianapolis, IN
Miami, FL
Toledo, OH a"' 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
Consull-no Geotechn,Cal 1 Materials Enaneers and Fnv,rnnmental SCienbs!s
.ATEC Associates, Inc.
r 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
Muck 79.9
Med. tan sand with marl 115.0
Med. gray sand 106.0
Gray sand with marl and traces of root 110.8
FIELD TEST DATA
SPECIFIED MINIMUM PERCENT COMPACTION(PCF):100.0 %.
TEST LOCATION ELEV. MOIST. LIFT
NO. (FT) (%) NO.
1 Center of Lot 21 Blk 462 * -4' 55.3
• 2 Center of Lot 21 Blk 462 -3' 12.3
3 Center of Lot 21 Blk 462 -2' 10.3
4 Center of Lot 21 Blk 462 -1' 11.3
5 Center of Lot 21 Blk 462 grade 12.6
6 Center of Lot 14 Blk 462 * -4' 31.9
7 Center of Lot 14 Blk 462 -3' 13.7
Class B
Page 1 of 3
PROJECT NO.: 71-72-046
CLIENT NO.
66
TEST DATE
2/22/88
LAB NO.
SH880194
Opt. Moist
Method
33.2
AASHTO T-99
11.0
AASHTO T-99
10.8
AASHTO T-99
8.0
AASHTO T-99
DENSITY (PCF)
%
WET
DRY
MAX.
COMP
100.1
64,5
79.9
80,7
109.8
97.8
110.8
88.3
125.4
113.7
115.0
98.8
125.7
112.9
115.0
98.2
123.5
109.7
106.0
103.4
103.6
78.6
79.9
98.4
120.6
106.1
110.8
95.6
Remarks: *
Material unsuitable for
structural fill
TECHNICIAN:
R. Plemmons
RESPECTFULLY' SUBMITTED,
ATEC ASSQCIATES,.INC':.,
f 4,1G
'--`JOHN
�1; HA.RL_I,EE P. E •°,
•
P .
VICE PRES,0814T
Corporate Office: Indianapolis, IN 7`
`,
Offices:
Anchorage, AK
Cincinnati, OH
Dallas, TX
Griffith, IN
Raleighr.-- 1C,
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: 3871-04
SOIL DESCRIPTION Max. Den
Muck 79,9
Med. tan sand with marl 115.0
Med. gray sand 106.0
Gray sand with marl and traces of root 110.8
FIELD TEST DATA
SPECIFIED MINIMUM PERCENT COMPACTION(PCF):100.0 %.
TEST LOCATION ELEV. MOIST. LIFT
NO. (FT) (%) NO.
8
Center
of
Lot
14
Blk
462
-2'
9.8
• 9
Center
of
Lot
14
Blk
462
-1'
12.0
10
Center
of
Lot
14
Blk
462
grade
15.4
11
Center
of
Lot
9
Blk
462 *
-4'
46.3
12
Center
of
Lot
9
Blk
462
-3'
11.7
13
Center
of
Lot
9
Blk
462
-2'
11.1
14
Center
of
Lot
9
Blk
462
-1'
12.8
Remarks: * Material unsuitable for structural fill
Class B
Page 2 of 3
PROJECT NO.: 71-72-046
CLIENT NO.
66
TEST DATE
2/22/88
LAB NO.
SH880194
Opt. Moist
Method
33.2
AASHTO T-99
11.0
AASHTO T-99
10.8
AASHTO T-99
8.0
AASHTO T-99
DENSITY (PCF) %
WET DRY MAX. COMP
123.7 112.7 110.8 101.7
125.4 112.0 115.0 97.4
123.9 107.4 106.0 101.3
103.1 70.4 79,9 88.1
118,4 106.0 110.8 95,7
124.1 111,7 110.8 100.8
122.3 108.4 106.0 102.2
TECHNICIAN:
R. Plemmons
RESPECTFUL LY°, 8U8MI.TTED.,
ATEC ASSOCIATES, INC.,,,'
JOHN -Wr;_ fiARLLa P. E .•, ' .: .
•
VICE• PaVa-DENT
Corporate Office: Indianapolis, IN
„
Offices:
Cincinnati, OH
Anchorage, AK
Dallas, TX
Griffith, IN
Longmont, CO
Salisbury, VP -A1fNiate;t
Atlanta, GA
Dayton, OH
Huntsville, AL
Lousiville, KY
Savannah, GA; , Alexandra. VA
Baltimore, MD
Denver, CO
Indianapolis, IN
Miami, FL
Toledo. OH a: •c 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.
structural fill
TECHNICIAN:
R. Plemmons
1779 Canova Street, S.E.
'
Palm Bay, Florida 32909
RESPECT#T3L-LY ; SUBMITTED,
(305) 724-1273
ATEC AS$OGr TES,TNC. -:
•
'P
REPORT
Class
B
of
Page
3 of
3
IN-PLACE
DENSITY TESTS
Offices:
Anchorage, AK
Cincinnati, OH
Dallas, TX
PROJECT: Sebastian Highlands
Unit #17
PROJECT NO.:
71-72-046
Dayton, OH
CLIENT : General Development
Corp.
CLIENT NO.
66
Denver, CO
Ft. Wayne, IN
TEST METHOD : ASTM D-2922
Miami, FL
Montgomery, AL
TEST DATE
2/22/88
Gaitherburg, MD
WORK RELEASE: 3871-04
Nashville, TN
LAB NO.
SH880194
SOIL DESCRIPTION
Max. Den
Opt. Moist
Method
Muck
79.9
33.2
AASHTO
T-99
Med, tan sand with marl
115.0
11.0
AASHTO
T-99
Med. gray sand
106.0
10.8
AASHTO
T-99
Gray sand with marl and traces
of root 110.8
8.0
AASHTO
T-99
FIELD TEST DATA
SPECIFIED MINIMUM PERCENT COMPACTION(PCF):100.0
%.
TEST LOCATION
ELEV. MOIST. LIFT
DENSITY (PCF)
%
NO
(FT) (%) NO.
WET DRY
MAX.
COMP
15 Center of Lot 9 Blk 462
grade 14.3
124.3 108.7
106.0
102.5
• 16 Center of Lot 9 Blk 462
* -4' 73.7
97.0 55.9
79.9
70.0
17 Center of Lot 9 Blk 462
-3' 15.0
126.3 109.2
110.8
98.5
18 Center of Lot 9 Blk 462
-2' 9.8
124.3 113.2
115.0
98.4
19 Center of Lot 9 Blk 462
-1' 9.1
123.2 112.9
115.0
98.2
20 Center of Lot 9 Blk 462
grade 15.0
126.0 109.5
106.0
103.3
Remarks: *
Material unsuitable for
structural fill
TECHNICIAN:
R. Plemmons
'
RESPECT#T3L-LY ; SUBMITTED,
ATEC AS$OGr TES,TNC. -:
'P
OHN = W Y o HARLL.EE P. E.' ,
•
VICE 9R8SIDENT
Corporate
Office: Indianapolis. IN
Offices:
Anchorage, AK
Cincinnati, OH
Dallas, TX
Griffith, IN
Longmont, CO
Raleigh, 19C. `o
Salisbury, MP Affiliates::'
Atlanta, GA
Dayton, OH
Huntsville, AL
Lousiville, KY
°
Savannah, GA A[exandriA.-VA
Baltimore, MD
Birmingham, AL
Denver, CO
Ft. Wayne, IN
Indianapolis, IN
Jacksonville, FL
Miami, FL
Montgomery, AL
Toledo, OF -r • . CRanlil)y.`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
ATEC Associates, Inc.
2990 40 Street
• Miami,i, Floridao 33142-5126
(305) 633-2700 (Dade County)
(305) 728-9044 (Broward County)
General Development Corporation
1111 South Bayshore Drive
Miami, F1 33133
Attn: Mr. Robert Bluem
Project: Sebastian Highlands
Unit 117
Class D
March 15, 1988
Project #71-72-046
WR #3871-04
Lot 23, Block 462
0.0' to 1.0' Medium tan sand
1.0' to 2.5' Medium dark gray sand w/ trace of organics
2.5' to 4.0' Medium gray sand
Lot 20, Block 462
0.0' to 2.0' Medium tan sand
2.0' to 3.5' Medium dark gray sand w/ trace of organics
3.5' to 4.5' Medium light tan sand
• Lot 17, Block 462
0.0' to 2.0' Medium tan & gray sand
2.0' to 2.5' Greenish gray sandy clay
2.5' to 3.5' Fine dark gray organic material (muck)
3.5' to 4.5' Medium gray sand w/ trace of organics
4.5' to 5.0' Medium light tan sand
� 0
Lot 14, Block 462
0.0' to 1.0' Medium gray sand
1.0' to 3.0' Medium tan sand
3.0' to 5.0' Fine organic material (muck) w/ trace of decaying wood
5.0' to 5.5' Medium gray sand
Lot 8, Block 462
0.0' to 4.0' Medium gray and tan sand
4.0' to 5.0' Fine dark gray organics w/ roots (muck)
Water table @ 2.5'
ground water.
Tech: R. Plemmons
Could not go through organic material due to
A Subsidiary of American Testing and Engineering Corporation Consulting Geotechnical / Materials Engineers,
With Offices In Major U.S. Cities and Environmental Scientists
ATEC Associates, Inc.
VV1779 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-.'�J:?�',
WORK RELEASE: 3071-04
SOIL DE�CRIPTiOtd Na):. )en
Gray and taxi sand 100.3
Light gray sand with trace of roots 101.0
FIELD TEST DATA
SPECIFIED MINIMUM PERCENT COMPACTION(PCF):100.0 %.
TEST LOCATION ELEV. MGIST. LIFT
NO. (FT) (%) 1\10.
DEMUCKED AREA
• 1 Lots 28-27 blk 454 grade 8.8 2
2 Lots 28-27 b'lk 454 -1p 13.7 1
3 Retest of 91 grade 9.5 2
Class A
Page 1 of 1
PROJECT NO.: 71-72-046
CLIENT NO. : 66
TEST DATE :9/22 /23/87
LAS' Nr. ISHt,7044C,
Opt. Moist Met;1GC.
1(). /AASHTO T—"
.0 AASHTO T-00
DENSITY (PCF) %
WET DRY MAX. COMP
108.1
99.4
101.0
98.4
114.5
100.7
100.3
100.4
111.0
101.4
101.0
100.5
REMARKS: ABOVE TESTS MEET THE MINIMUM REQUIREMENT OF 100%..OF MqX DENSITY.
TECHNICIAN:
R. Plemmons
RESPECTFULLY-SUBMITT -D...
ATEC AS'20.Clei ES,
JOHN,. W: AARL
VICER�
PS�DENT
•
Corporate Office:
Indianapolis. IN
J't l
Offices:
Anchorage. AK
Cincinnati, OH
Dallas, TX
Griffith, IN
Longmont, CO
Raleigh NCS
Salisbury, Mb' a:,_ Affiliates:
Atlanta, GA
Dayton, OH
Huntsville, AL
Lousiville, KY
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
ConsufNne Geolechnical r Materials Enoineers and Enwmnmental Scienbsls
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
WORK RELEASE: 3,871-04
SOIL DESCRIPTION Max. Den
Gray and tan sand
100. 3
Class A
Page 1 of 1
PROJECT NO
CLIENT NO.
TESIT DATE
LAB NO,
Opt. Moist
10.7
71-72-046
66
S/22/L;7
H87()449
Method
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
DEMUCKED AREA
1 Lots 7 - 12 blk 453
2 Lots 7 - 12 ilk 453
-4" 6.1 2 109.9 103.5 100.3
-1.6" 12.1 1 112.6 100.4 100.3
103.2)
0[1Imi]
REMARKS: ABOVE TESTS MEET
THE MINIMUM
REQUIREMENT
OF 100% OF MAX..,,DEN,SITY.
TECHNICIAN:
R. Plemmons
-.
RESPECTFUL; Y,- SUBMIT TED,', -
D,',-ATEC
ATE C
A��S7 IA+TES'; INC .
µ
y
V
JOHN W"; 2ARL LEE P. E."
VICE PREET'1)E`N',L,
Corporate Office: Indianapolis. IN
Y .r
Raleigh, NC
Offices:
Anchorage. AK
Cincinnati, OH
Dallas, TX
Griffith, IN
Longmont. CO
Salisbury, MD Affiliates:
Atlanta, GA
Dayton, OH
Huntsville, AL
Lousiville, KY
Savannah, GA Alexandra VA
z Chantilly VA
Baltimore. MD
Birmingham, AL
Denver. CO
Ft. Wayne, IN
Indianapolis, IN
Jacksonville, FL
Miami, FL
Montgomery, AL
Toledo, OH
Washington, DC Newport News. VA
Chicago. IL
Gaitherburg, MD
Lexington, KY
Nashville, TN
West Palm Beach, FL Norlolk. VA
ConsldLno GPotechnic-al i Materials Cndineers Find FnvirnnmPnlal Scier`,1!1;I1;
ATEC Associates, Inc.
VV1779 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 -2c2.2
WORK RELEASE: 3871-04
SOIL DESCRIPTION Max. Deli
Dark brown and gray sand W_+1l truce of 106.0
roots
FIELD TEST DATA
SPECIFIED MINIMUM PERCENT COMPACTION(PCF):100.0 %.
TEST LOCATION ELEV, MOIST. LIFT
NO. (FT) (;%) NO.
DEMUCKED AREA
i1 Center of lots 18 & 19 grade 9.8 1
blh 576
2 Retest of grade 10.7 1
Class A
Page 1 of 1
PROJECT NO.: 71-72-046
CLIENT NO. : 66
TEST DATE :10/6 & 8/87
LAS NO./511870469
Opt. Moist. Method
10.2 AASHTO T-99
DENSITY (PCF)
WET DRY MAX. 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
REP�EC:TF'ULLY -SU.BMITTED,
A VE.0 AS SOC IATEa.,TIN� ,
JOHN 'W : kARLLEE P.E. ,
•
VICE PRES,IUENT
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
Chantilly VA
Baltimore. MD
Birmingham, AL
Denver. CO
Ft. Wayne, IN
Indianapolis, IN
Jacksonville, FL
Miami, FL
Montgomery, AL
Toledo, OH
Washington, DC Newport News. VA
Chicago. IL
Gaitherburg, MD
Lexington, KY
Nashville, TN
West Palm Beach, FL Norfolk. VA
Consult,no GPOIeChnlcal ' Malenals EnamePrs and Environmental Scien!,sls
r�
0
ATEC Associates, Inc.
V 2990 N.W. 40 Street
Miami, Florida 33142
(305) 633-7700 (Dade)
(305) 728-9044 (Broward)
Clients
Projects
CLASS A
LAB # S.H.870591
REPORT OF IN-PLACE SOIL DENSITY TESTS
Client Not 66
Project Not 71-72-046
GENERAL DEVELOPMENT CORP.
SEBASTIAN HIGHLANDS UNIT #17 WR 3871-046
Soil Descriptions A: GRAY & TAN SAND B: GRAYISH BROWN SAND
Max.Dry A 100.3 Optimum A 10.7 Method
Dens ityB 105.1 lbs/cu.ft. Moisture$ 10.5% of Test: AASHTO T-99
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
12/18
1
CENTER OF LOT 25 BLK 573 -1'
1
6.7
112.7
105.6
100.4
A
Longmont, CO
Salisbury, MD
Affillates:
Atlanta, GA
Dayton, OH
Huntsville, AL
Lousiville, KY
Savannah, GA
Alesanorla, VA
12/18
2
1111 " 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 t
R. PLFIONS
ATEC ASSOtI.ATE.S:,' INC:
•DistrtVManger
Corporate Office lndwnapots IN
Offices:
Cincinnati, OH
Raleigh, NC
Anchorage, AK
Dallas, TX
G/IHIth, IN
Longmont, CO
Salisbury, MD
Affillates:
Atlanta, GA
Dayton, OH
Huntsville, AL
Lousiville, KY
Savannah, GA
Alesanorla, VA
Baltimore. MD
Denver. CO
Indianapolis, IN
Miami, FL
Toledo, OH
Charaiey. VA
Birmingham, AL
FL Wayne, IN
Jacksonville. FL
Montgomery. AL
Washington, DC
Newport News. VA