HomeMy WebLinkAboutStorm SewerUEC Associates, Inc.
PERCENT
COMPACTION(PCF):100.0
• 1779 Canova Street, S.E.
*Test taken at
springline.
kc, Palm Bay, Florida 32909
TEST LOCATION
TECHNICIAN: R.
r (305) 724-1273
MOIST.
LIFT
REPORT
(PCF)
Class A
of
NO.
Page 1 of 2
IN-PLACE DENSITY TESTS
(%)
NO.
PROJECT: Sebastian Highlands Unit #17
PROJECT
NO.: 71-72-046
CLIENT : General Development Corp.
CLIENT
NO. 66
TEST METHOD : ASTM D-2922
TEST DATE
2/16/88
.
WORK RELEASE: 3871-04
LAB NO.
SH880278
SOIL DESCRIPTION Max. Den
Opt. Moist
Method
Gray and tan sand 100.3
10.7
AASHTO T-99
Light gray sand W/traces of root 102.0
9.8
AASHTO T-99
Dark brown and tan sand W/traces 106.0
10.2
AASHTO T-99
of root.
7.0
1*
FIELD TEST DATA
SPECIFIED MINIMUM
PERCENT
COMPACTION(PCF):100.0
%.
*Test taken at
springline.
TEST LOCATION
TECHNICIAN: R.
ELEV.
MOIST.
LIFT
DENSITY
(PCF)
%
NO.
(FT)
(%)
NO.
WET
DRY
MAX.
COMP
1 E of pipe #97
15' N of
-4'
9.7
1*
112,0
102.1
100.3
101.8
S Headwall
Offices:
Cincinnati, OH
Raleigh, NC
Anchorage, AK
Dallas, TX
Griffith, IN
Longmont, CO Salisbury, MD Affiliates:
Between pipes
97+175
-4'
7.0
1*
107.3
100.3
100.3
100.0
C/L of road
Jacksonville, FL
Montgomery, AL Washington, DC Newport News. VA
Chicago, IL
Gaitherburg, MD
Lexington, KY
Nashville, TN West Palm Beach, FL Norfolk. VA
1
3 W of pipe #175
1 5' S of
-4'
10,7
1*
116.5
105.2
102.0
103.2
N Headwall
4 E of pipe #97
15' S of
N -3'
8.2
2
112.7
104.2
102.0
102.2
Headwall
5 Between pipes
97+175
-3'
7.9
2
115.0
106.5
106.0
100.5
C/L of road
REMARKS: ABOVE
TESTS MEET
THE MINIMUM
REQUIREMENT OF 100% OF MAX, DENSITY.
*Test taken at
springline.
TECHNICIAN: R.
Plemmons
RESPECTFULLY SUBMITTED,
ATEC ASSOCIATTnnES,INC.
6:32-a" co"''t
JOHN W. HARLL.EE P.E.,
•
VICE PRESIDENT
Corporate Office: Indianapolis, IN
Offices:
Cincinnati, OH
Raleigh, NC
Anchorage, AK
Dallas, TX
Griffith, IN
Longmont, CO Salisbury, MD Affiliates:
Atlanta, GA
Dayton, OH
Huntsville, AL
Lousiville, KY Savannah, GA Alexandria, VA
Baltimore, MD
Denver, CO
Indianapolis, IN
Miami, FL Toledo, OH Chantilly. VA
Birmingham, AL
Ft. Wayne, IN
Jacksonville, FL
Montgomery, AL Washington, DC Newport News. VA
Chicago, IL
Gaitherburg, MD
Lexington, KY
Nashville, TN West Palm Beach, FL Norfolk. VA
Consulting Geotechnical / Materials Engineers, and Environmental Scientists
..UEle 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
Gray and tan sand 100.3
Light gray sand W/traces of root 102.0
Dark brown and tan sand W/traces 106.0
of root.
FIELD TEST DATA
SPECIFIED MINIMUM PERCENT COMPACTION(PCF):100.0 %.
TEST LOCATION ELEV. MOIST. LIFT
NO. (FT) (%) NO.
6 W of pipe #175 15' N -3' 7.4 2
of S Headwall
E of pipe #97 15' N of S
Headwall
8 Between pipes 97+175
C/L of road
9 W of pipe #175 15' S of N
Headwall
10 C/L of Birtle Street
11 C/L of Birtle Street
-2' 9.1 3
-2' 12.4 3
Class A
Page 2 of 2
PROJECT NO.: 71-72-046
CLIENT NO. 66
TEST DATE 2/16/88
LAB NO. SH880278
Opt. Moist Method
10.7 AASHTO T-99
9.8 AASHTO T-99
10.2 AASHTO T-99
DENSITY (PCF) %
WET DRY MAX. COMP
112.8 105.0 102.0 103.0
111.9 102.6 102.0 100.6
116.6 103.7 102.0 101.7
-2'
13.1
3
116.3
102.8
102.0
100.8
-1'
5.3
4
107.7
102.3
102.0
100.3
grade
6.3
4
110.1
103.5
102.0
101.5
REMARKS: ABOVE TESTS MEET THE MINIMUM REQUIREMENT OF 100% OF MAX. DENSITY.
TECHNICIAN:
R. Plemmons
RESPECTFULLY SUBMITTED,
ATEEC ASSOCIATES,INC.
6Uj c�C�
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
►TEC Associates, Inc.
1779 Canova Street, S.E.
Palm Bay, Florida 32909
w
t (305) 724-1273
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 DESCRIPTIOii Max. Den
Dark brown and gray sand with trace 106.0
of roots
FIELD TEST DATA
SPECIFIED MINIMUM PERCENT COMPACTION(PCF):100.0 %,
TEST LOCATION ELEV. MOIST. LIFT
NO. (FT) (%) NO.
1 C/L of Empire, -1' 7.3 1
• 2 L/SvofvEmpire, r�ry -1' 6.4 i
South side of pipe
3 C/L of Empire grade 8.7 2
Class A
Page 1 Of 1
PROJECT NO
CLIENT NO.
TEST DATE
LAB NO_
Opt. Moist
10.2
71-72-046
6+�6pp
2/26/88
SH880241
Method
AASHTO T-99
DENSITY (PCF) °o
WET DRY MAX. COMP
113.8 106.1 106.0 100.1
113.5 106.7 106.0 100.6
116.2 106.9 106.0 100.9
REMARKS: ABOVE TESTS MEET THE MINIMUM REQUIREMENT OF 100% OF MAX. DENSITY.
TECHNICIAN:
R. Plemmons
RESPECTFULLY SUBMITTED,
ATEC ASSOCIATES,INC.
(5314'Vrc uJ
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
ATEV
CAssociates, 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 DESCRIPT ION Max. Den
Light gray sand with traces of root 102.0
FIELD TEST DATA
SPECIFIED MINIMUM PERCENT COMPACTION(PCF):100.0 %.
r ^+ S T r
TEST LOCATION ELjEV. MOI, , . LIFT
NO. (FT) M NO.
1 C/L of Tracy Dr @ spring -1' 5.8 1
•line, N side of pipe
2 C/L of Tracy Dr @ spring
line, S side of pipe
3 C/L of Tracy Drive tirade
5.4 1
7.7 2
Class A
'age 1 of
PROJECT NO.
CLIENT NO.
TEST DATE
LAB NO.
Opt. Moist
9.8
71-72-046
66
2/22/88
SH880178
Method
AASHTO T-99
DENSITY (PCF) %
WET DRY MAX. COMP
110.6 104.5 102.0 102.5
110.4 104.8 102.0 102.7
112.9 104.0 102.0 102.7
REMARKS: ABOVE TESTS MEET THE MINIMUM REQUIREMENT OF 100% OF MAX. DENSITY.
TECHNICIAN:
R. Plemmons
RESPECTFULLY SUBMITTED,
ATEC ASSOCIATES,INC.
6�p-�
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
ATEC
Associates, Inc.
106.0
1779 Canova Street, S.E.
V
Palm Bay, Florida 32909
5.6 1
(305) 724-1273
REPORT
o f
IN -PLA'C'E DEN1S'1_rmY (TESTS
Class A
Page 1 of 1
PROJECT: Sebastian Highlands Univ, #i7 PROJECT NO
CLIENT : General Development Corp. CLIENT NO.
TEST METHOD : A'STM D-2922 TEST DATE
WORK RELEASE: :873-04 LAB NO.
SOIL DESCRIPTION Max. Den Opt. Moist
Dark brown
and gray sand with
106.0
trace of roots
2 Left
shoulder of Barber, -2'
5.6 1
Light gray
sand with trace
of root -s
102.0
FIELD
TEST DATA
SPECIFIED
MINIMUM PERCENT
COMPACTION(PCF):100.0 %.
TEST
LOCATION
ELEV.
MOIST. LIFT
NO.
4 C/L of
(FT)
( % ) N O .
1 C/L of
Douglass
-4''
6.2 1
10.12
71-72-046
66
3/1/88
SH88026.1
Method
AASHTO T-99
9.8 AASHTO T-99
DENSITY (PCF) %
WET DRY MAY. COMP
115.9 109.1 106.0 102.9
• @ pipe #148
2 Left
shoulder of Barber, -2'
5.6 1
108.7 103.0 102.0 101.0
North
of Tee
3 Right
shoulder of
Douglass -2'
8.5 1
116,2 107.0 106.0 101.0
East
of Tee
4 C/L of
Douglass @
pipe #148 -1'
9.1 2
111.3 102.0 102.0 100.0
5 C/L of
Douglass @
pipe #1448 grade
7.9 3
114.6 106.2 106.0 100.2
6 Right
shoulder of
Douglass grade
5.1 3
112.2 106,7 106.0 100.7
East
of Tee
7 Right
shoulder of
Douglass -1'
8.4 2
116.7 107.7 106.0 101.7
East
of Tee
REMARKS:
ABOVE TESTS
MEET THE MINIMUM
REQUIREMENT
OF 100% OF MAX. DENSITY.
TECHNICIAN:
R. Plemmons
RESPECTFULLY SUBMITTED,
ATEC ASSOCIATES,INC.
c5" e_u )/�
JOHN W. HART LEE P. F.
•
VICE PRESIDENT
Corporate Office: Indianapolis, IN
Offices:
Cincinnati, OH
Raleigh, INC
Anchorage, AK
Dallas, TX
Griffith, IN
Longmont, CO
Salisbury, MD Affiliates:
Atlanta, GA
Dayton, OH
Huntsville, AL
Lousiville, KY
Savannah, GA 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 Engineers and Environmental Scienlists
BTEC Associates, Inc.
IV1779 Canova Street, S.E.
Palm Bay, Florida 32909
(305) 724-1273
1 •
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
Dk.brown & tan sand W/traces of root 106.0
Light gray sand W/traces of root 101.0
Light gray sand W/traces of root 102.0
FIELD TEST DATA
SPECIFIED MINIMUM PERCENT COMPACTION(PCF):100.0 %.
TEST LOCATION ELEV. MOIST. LIFT
NO. (FT) (%) NO.
1 N side of pipe, -1' 13.0 1
S bound lane, Center
• 2 S side of pipe, -1' 11.8 1
S bound lane, Center
3 N side of pipe, grade 11.4 2
S bound lane, Center
4 S side of pipe, grade 14.0 2
S bound lane, Center
5 Retest of #4 grade 12.7 2
Class A
Page 1 of 2
PROJECT NO.: 71-72-046
CLIENT N0, 66
TEST DATE 3/08/88
LAB NO. SH880277
Opt. Moist Method
10.2 AASHTO T-99
9.0 AASHTO T-99
9.8 AASHTO T-99
DENSITY (PCF) %
WET DRY MAX. COMP
120.1 106.3 106.0 100.3
118.7 106.2 106.0 100.1
118.4 106.2 106.0 100.2
119.3 104.7 106.0 98.7
117.0 103.9 101.0 102.9
REMARKS: ABOVE TESTS MEET THE MINIMUM REQUIREMENT OF 100% OF MAX. DENSITY.
TECHNICIAN:
R. Plemmons
RESPECTFULLY SUBMITTED,
ATEC ASSOCT_ATES,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 Norlolk. VA
Consulting Geotechnical / Materials Engineers. and Environmental Scientists
I---
. 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
Dk.brown & tan sand W/traces of root 106.0
Light gray sand W/traces of root 101.0
Light gray sand W/traces of root 102.0
FIELD TEST DATA
SPECIFIED MINIMUM PERCENT COMPACTION(PCF):100.0 %.
TEST LOCATION ELEV. MOIST. LIFT
NO. (FT) (%) NO.
6 N side of pipe, -1' 7.3 1
N bound lane, Center
• 7 S side of pipe, -1' 9.9 1
N bound lane, Center
8 N side of pipe, grade 5.8 2
N bound lane, Center
9 S side of pipe, grade 6.2 2
N bound lane, Center
Class A
Page 2 of 2
PROJECT NO
CLIENT NO.
TEST DATE
LAB NO.
Opt. Moist
10.2
71-72-046
66
3/08/88
SH880277
Method
AASHTO T-99
AASHTO T-99
AASHTO T-99
DENSITY (PCF) %
WET DRY MAX. COMP
111.8 104.2 102.0 102,1
114.0 103.8 102.0 101.8
110.5 104.4 102.0 102.4
111.2 104.7 102.0 102.7
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.,
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
ATEC Associates, Inc.
vy1779 Canova Street, S.E.
Palm Bay, Florida 32909
(407) 724-1273
•REPORT
of
!N -PLACE DENSITY TESTS
PROJECT: Sebastian Highlands Unit 917
CLIENT : General Development Corp.
TEST METHOD ASTM D-2922
WORK RELEASE: 3871-04
SOIL DESCRIPTION Max. Den
Brown sand w/traces of shell
and dark brown sand
Class A
Page 1 of 1
PROJECT NO.: 71-72-046
CLIENT NO. 66
TEST DATE 5/12/88
LAB NO. SH880739
Opt. Moist Method
109.6 10.0 AASHTO T-99
FIELD TEST DATA
SPECIFIED MINIMUM PERCENT COMPACTION(PCF): 95.0 %.
TEST LOCATION ELEV. MOIST. LIFT
NO. (FT) (%) NO.
SUBGRADE ARMORED CROSSING PIPE #28, 28-A, 28-B
• 1 N end of crossing, 10.3 1
N bound 'Lane
2 S end of crossing, 9.8 1
S bound 'Lane
DENSITY (PCF) %
WET DRY MAX. COMP
119.7 !08.6 109.6 99.0
_21.5 _10.7 109.6 101.0
REMARKS: ABOVE TESTS MEET THE MINIMUM REQUIREMENT OF 950/10 OF MAX. DENSITY.
TECHNICIAN: R. Plemmons
Offices:
Anchorage. AK
Atlanta, GA
Baltimore Mn
Brrminghartr AL
Chicano. IL
Cincinnati. OH
Dallas. TX
Dayton. OH
Denver. CO
Ft Wayne, IN
Gailherburg. MD
RESPECTFULLY SUBMITTED,
ATEC ASSOCIATES,INC.
5ll W )"Qek
JOHN W. HARLLEE
P.E.,
VICE PRESIDENT
Corporate Office:Indianapols
IN
Raleigh, NC
Griffith. IN
Longmont, CO
Salisbury, MD
Affiliates:
Huntsville. AL
Lousiville, KY
Savannah, GA
Alexandra :
Indianapolis, IN
Miami, FL
Toledo, OH
Cnamlly
Jacksonville. FL
Montgomery, AL
Washington, DC
Newpnr, Nvv.s '
Lexington. KY
Nashville, TN
West Palm Beach, FL
Nortni• VA
Consumno Gentec�nrral
Materws Fnornep,c a^^ F,% rrrr•r•,,i �1' -r"
ATEC Associates, Inc.
vy1779 Canova Street, S. E.
Palm Bay, Florida 32909
(407) 724-1273
I •
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
Crushed Coquina
126,9
Class A
Page 1 of 1
PROJECT NO.:. 71-72-046
CLIENT NO. 66
TEST DATE 5/12/88
LAB NO. SH880738
Opt. Moist Method
7.9 AASHTO T180
REMARKS: ABOVE TESTS MEET THE MINIMUM REQUIREMENT OF 98% OF MAX. DENSITY.
TECHNICIAN: R. Plemmons.
a
Offices:
Anchorage. AK
Atlanta, GA
Baltimore MD
Birmingham. AL
Chicago. IL
Cincinnati. OH
Dallas. TX
Dayton. OH
Denver. CO
Ft Wayne, IN
Gaitherburg• MD
FIELD TEtiT DATA
SPECIFIED
MINIMUM PERCENT COMPACTION(PCF):
98.0
%.
TEST
LOCATION
ELEV. MOIST.
LIFT
DENSITY
(PCF)
°o
NO.
(FT) (%)
N0.
WET
DRY
MAX.
COMP
LIMEROCK
BASE AT PIPES 928,
28-A, 28-B.
Faleigh, NC
Griffith. IN
Longmont, CO
Salisbury, MD
• 1 N end
of S bound lane
-5" 6.8
1
129.3
121.1
126.9
94.4
2 S end
of N bound lane
-5" 6.9
1
135.0
126.3
126.9
99.5
3 Retest
of 91
-5" 6.7
.............
134.9
126.5
126.9
99.7
4 N end
of N bound lane
grade 6.5
2
134.6
125.4
126.9
99.6
5 S end
of S bound lane
grade 7.1
2
135.2
126.2
126.9
99.4
REMARKS: ABOVE TESTS MEET THE MINIMUM REQUIREMENT OF 98% OF MAX. DENSITY.
TECHNICIAN: R. Plemmons.
a
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 ASS,OCI.ATES,INC.
JOHN W. HARLLEE
P.E.,
VICE PRESIDENT
Corporate Office:
Indianapolis IN
Faleigh, NC
Griffith. IN
Longmont, CO
Salisbury, MD
Affiliates:
Huntsville. AL
Lousiville, KY
Savannah. GA
Aiexanor!a
Indianapolis, IN
Miami, FL
Toledo, OH
Cnanidly ':,%
Jacksonville. FL
Montgomery, AL Washington, DC
Nex•pnn Nr^ns b.,
Lexington. KY
Nashville, TN
West Palm Beach. FL
No,fol. VA
.............
ATEC Associates, Inc.
vy1779 Canova Street, S.E.
Palm Bay, Florida 32909
(407) 724-1273
REPORT
I , f
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
Gray & tan sand w/trace of root 100.3
Tan & light brown sand w/trace of root 105.5
Dark brown & gray sand w/trace of root 106.0
Light gray sand w/trace of root 101.0
Light gray sand w/trace of root 102.0
FIELD TEST DATA
SPECIFIED MINIMUM PERCENT COMPACTION(PCF): 95.0 %.
TEST LOCATION ELEV. MOIST. LIFT
BACKFILL/STORM DRAINS/(ARMORED)
•1 E side of pipe #162, -6" 4.8
E bound lane
2 W side of pipe #162, -6' 4.9
W bound lane
3 Retest of #1 -6- 4.4
4 E side of pipe #158,
W bound lane
5 W side of pipe #158,
E bound lane
6 E side of pipe #158,
W bound. mane
7 W side of pipe #159,
E bound lane
8 E side of pipe #144,
E bound lane
9 W side of pipe #144,
W bound lane
10 E side of pipe #139,
W bound. lane
11 W side of pipe #139,
E bound lane
12 N side of pipe #155 A
N bound lane
•
Offices:
Anchrnage. AK
Atlanta. GA
Baltimore MCI
flitmingharn AL
f,h,cano. IL
-6'"
4.2
5.0
4.3
4.7
6.3
6.0
5.2
-6 6.0
Class A
Page I of 3
PROJECT NO
CLIENT NO.
TEST DATE
LAB NO.
Opt. M,o i st
10.7
9.0
10.0
9.0
9.8
71-72-046
66
:4/29 5/04
SH880725
Method
AASHTO T- 99
AASHTO T- 99
AASHTO T- 99
AASHTO T- 99
AASHTO T- 99
DENSITY (PCF)
WET DRY MAX
98.5
101.5
100.7
104.4
105.6
101.2
105.7
105.6
102.9
103.8
93.9 100.3
96.8 100.3
96.5
100.3
100.2
105.5
100.5
105.5
97.1
100.3
101.0
100.3
99.3
100.3
97.1
100.3
98.7
100.3
97.3
100.3
COMP
93.7
96.5
96.2
95.0
95.3
96.8
100.7
99.1
96.8
98.4
97.0
96.5 100.3 96.2
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
nr"'
Denver. CO
Indianapolis, IN
Miami, FL
Toledo, OH
Cnan•'''•
FI Wayne. IN
Jacksonville. FL
Montgomery, AL
Washington, DC
Newnrr!''" s
Gaitherburq, MD
Lexington. KY
Nashville. TN
West Palm Beach. FL
Nnrinl�
NA,91-a-,.F' iin„n,a
ATEC Associates, Inc.
vy1779 Canova Street, S.E.
Palm Bay, Florida 32909
(407)724-1273
•
REPORT
Class A
of
Page 2 of
3
.L 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
5/11/88
WORK
RELEASE: 3871-04
LAB NO.
SH880725
SOIL DESCRIPTION
Max. Den
Opt. Moist
Method
Gray
& tan sand w/trace of
root
100,3
10.7
AASHTO
T- 99
Tan &
light brown sand w/trac:e
of root
105.5
9.0
AASHTO
T- 99
Dark
brown & gray sand w/trace
of root
106.0
10.0
AASHTO
T- 99
Light
gray sand w/trace of
root
101.0
9.0
AASHTO
T- 99
Light
gray sand w/trace of
root
102.0
9.8
AASHTO
T- 99
FIELD
TEST DATA
SPECIFIED
MINIMUM PERCENT
COMPACTION(PCF): 95.0 �.
TEST
LOCATION
ELEV.
MOIST. LIFT
DENSITY (PCF)
NO,
(FT)
(%) NO.
WET DRY
?SAX.
COMP
BACKFILL/STORM DRAINS/(ARMORED)
W
side of pipe #146,
-6';
5.8 1
104.1 98.3
100.3
98.0
•13
E
bound lane
14 E
side of pipe #146,
-6'
6.1 i
101.5 95.7
100.3
95.4
W
bound lane
15 W
side of pipe #131,
-6"
11.5 1
106.5 95.5
100.3
95.2
W
bound lane
16 E
side of pipe #131,
-6"
6.9 1
109.1 102.1
102.0
100.1
E
bound lane
17 N
side of pipe #147,
-6"
10.5 1
113.7 102.9
106.0
97.1
N
bound lane
18 S
side of pipe #147,
-6"
1i.9 1
115.9 103.6
106.0
97.7
S
bound lane
19 W
side of pipe #135,
-6"
11.4 1
107.6 96.5
101.0
95.6
E
bound lane
20 E
side of pipe #135,
-6"
7.1 1
107,7 100.6
105.5
95.3
W
bound lane
21 S
side of pipe #155 A,
-6"
9.8 1
104.7 95.4
100.3
95.1
S
bound lane
22 E
side of pipe #121,
-6"
7.2 1
109.8 102.4
102.0
100.4
E
bound lane
23 W
side of pipe #121,
-6"
6.3 1
107.8 101.4
102.0
99.4
W
bound lane
24 E
side of pipe #151
-6"
7.3 i
106.4 99.1
102.0
97.2
W
bound lane
0
Offices:
Cincinnati. OH
Corporate
Office: Indianapolis IN
Raleigh, NC
Anchorage.
AK Dallas. TX
Griffith. IN
Longmont. CO
Salisbury, MD
Affiliates:
Atlanta. GA Dayton. OH
B;tltimorP A1t-t Denver. CO
Huntsville, AL
Indianapolis. IN
Lousiville, KY
Miami. FL
Savannah, GA
Toledo, OH
Alexanona
Cnantdly 'V'1
Birmingham,
AL Fi Wayne. IN
Jacksonville. FL
Montgomery, AL
Washington, DC
Newport nde,ns
'oma
Chicago. IL
Gaitherburg, MD
Lexington. KY
Nashville. TN
West Palm Beach, FL
Nortoi- V;'
Corsutt-no Geotecnrncat ' Matenals Fnomee,s an^ F nV.rnrinr,.,•j fir' • ,'
•� ATEC Associates, Inc.
vy1779 Canova Street, S.E.
Palm Bay, Florida 32909
(407)724-1273
REPORT
0 f
T 1—p; T V E
.L LACE DEN ._.
PROJECT: Sebastian Highlands Unit #17
CLIENT : General Development Corp.
TEST METHOD : ASTM D-2922
WORK RELEASE: 3871-04
FIELD TEST DATA
Class A
Page 3 of
PROJECT NO.: 71-72-046
CLIENT NO.
66
SOIL DESCRIPTION
Max. Den
Gray
& tan
Nand w/trace
of root
100.3
Tan &
light
brown sand
w/trace of
root 105.5
Dark
brown
& gray sand
w/trace of
root 106.0
Light
gray
sand w/trace
of root
101.0
Light
gray
sand w/trace
of root
102.0
FIELD TEST DATA
Class A
Page 3 of
PROJECT NO.: 71-72-046
CLIENT NO.
66
Anchoraqe. AK
TEST DATE
5/11/88
LAB NO.
S91880725
Opt. Moist
Method
FI Wavne. IN
10.7
AASHTO T-
99
9.0
AASHTO T-
99
10.0
AASHTO T-
99
9.0
AASHTO T-
99
9.8
AASHTO T-
99
SPECIFIED MINIMUM PERCENT COMPACTION(PCF): 95.0 %.
TEST LOCATION ELEV. MOIST. LIFT DENSITY (PCF) °o
NO. ( FT ) (%) NO . WET DRY MAX. COMP
BACKFILL/STORM DRAINS/(ARMORED)
•25 W side of pipe #151, -6" 7.7 1 104.1 108.7 100.9 98.9
E bound lane
26 N side of pipe #167, -6" 6,3 1 101.5 104.4 98.2 95.3
N bound lane
27 S side of pipe #167, -6" 5.9 1 106.5 105.3 99,5 97.5
S bound lane
Technician: R.Plemmons
Remarks:THE ABOVE TESTS MEET THE MINIMUM REQUIREMENT OF 95% MAXIMUM DENSITY.
All tests were taken at top of pipe at 12" depth.
* See page 92, test #21, for 2nd test on 155-A
Respectfully Submitted,
ATEC Associates, Inc.
John W. Harllee, P.E.
Vice President
ffices:
Cincinnati. OH
Anchoraqe. AK
Dallas. TX
Atlanta, GA
Dayton OH
Baltimore P,1D
Denver. CO
Bu n'nngharn AL
FI Wavne. IN
r:.h,cano. IL
Ga0herburq, 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
Affiliates:
Savannah, GA
Toledo. OH
Washington. DC
Neva^.r No .s
West Palm Beach, FL
Nrnrni• VA
I.OnSull;r•.� CiBnIPC�ni<•a� Materia's Frrotnee,6 a^'j' ^�.•nrn,,^,,l Sr. •,�..
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 #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 101.0
Dk. brown & gray sand w/trace of root 106.0
Tan & light brown sand w/trace of root 105.5
Brown sand w/trace shell & Dk brown sand 109.6
FIELD TEST DATA
SPECIFIED MINIMUM PERCENT COMPACTION(PCF):100.0 %.
TEST LOCATION ELEV. MOIST. LIFT
NO (FT) (%) NO.
Class A
Page 1 of 2
PROJECT NO.: 71-72-046
CLIENT NO.
66
TEST DATE
5/04/88
LAB NO.
SH880715
Opt. Moist
Method
9,0
AASHTO T-99
10.2
AASHTO T-99
9.0
AASHTO T-99
10.0
AASHTO T-99
DENSITY (PCF)
WET DRY MAX.
FILTER PIP FOR 6, C.S.
DAY DRIVE
Cincinnati. OH
1
C/L of
Day Drive
-5'
10.2
120.8
109.6
Indianapolis. IN
S side
of pipe
Jacksonville. FL
Montgomery, AL
Gail nerburg. MD
Lexington. KY
2
R/S of
Day Drive
-5'
10.1
118.0
107,1
N side
of pipe
3
L/S of
Day Drive
-6'
12.1
118.6
105.8
N side
of pipe
4
C/L of
Day Drive
-6'
9.5
117.7
107.5
S side
of pipe
5
L/S of
Day Drive
-4'
11.9
113.1
101.1
S side
of pipe
6
R/S of
Day Drive
-4'
11.7
113.1
101.0
N side
of pipe
7
L/S of
Day Drive
-3'
10.6
120.2
108.6
N side
of pipe
8
C/L of
Day Drive
-3'
12.7
117.4
104.2
S side
of pipe
9
R/S of
Day Drive
-1'
10.5
121.2
109.6
S side
of pipe
10
L/S of
Day Drive
-1'
10.6
118.1
106.8
S side
of pipe
11
L/S of
Day Drive
-2'
12.4
115,8
103.1
S side
of pipe
12
R/S of
Day Drive
-2'
15.9
116.4
100.4
N side
of pipe
•
Offices:
Anchorage. AK
Atlanta GA
Baltimore M(r
Rumuighani. AL
(:h cams. I:
Raleigh, NC
Salisbury. MD
Savannah, GA
Toledo, OH
Washington, DC
West Palm Beach, FL
109.6
105.5
105.5
105.5
101.0
101.0
105.5
101.0
109.6
106.0
101.0
COMP
100.0
101.5
100.3
101.9
100.1
100.3
103.0
103.2
100.1
100.7
102.1
101.0 99.5
Affiliates:
Cnar•. .
Newpnr 1, ...
Nnran. %',%
Corporate Office: Indianapolis IN
Cincinnati. OH
Dallas TX
Griffith. IN
Longmont, CO
Davton OH
Huntsville, AL
Lousiville. KY
Denvei. CO
Indianapolis. IN
Miami, FL
Ft Wayne, IN
Jacksonville. FL
Montgomery, AL
Gail nerburg. MD
Lexington. KY
Nashville, TN
Raleigh, NC
Salisbury. MD
Savannah, GA
Toledo, OH
Washington, DC
West Palm Beach, FL
109.6
105.5
105.5
105.5
101.0
101.0
105.5
101.0
109.6
106.0
101.0
COMP
100.0
101.5
100.3
101.9
100.1
100.3
103.0
103.2
100.1
100.7
102.1
101.0 99.5
Affiliates:
Cnar•. .
Newpnr 1, ...
Nnran. %',%
ATEC Associates, Inc.
V 1779 Canova Street, S.E.
Palm Bay, Florida 32909
(407) 724-1273
I •
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 101.0
FIELD TEST DATA
SPECIFIED MINIMUM PERCENT COMPACTION(PCF):100.0 %.
TEST
LOCATION
ELEV.
MOIST. LIFT
NO.
101.6
(FT)
(%) NO.
FILTER
PIPE FOR 6, C.S.,
CROSSING
DAY DRIVE
13 Retest
of #12
-23
15.4
lb 14 L/S of
Day Drive
-1'
10.8
* N side
of pipe
15 R/S of
Day Drive
-1'
11.2
* S side
of pipe
LJ
Class A
Page 2 of 2
PROJECT NO.: 71-72-046
CLIENT NO. 66
TEST DATE 5/04/88
LAB NO. SH880715
Opt. Moist Method
9.0 AASHTO T- 99
DENSITY (PCF) %
WET DRY MAX. COMP
117.9
102.2
101.0
101.2
112.6
101.6
101.0
100.6
112.3
101.0
101.0
100.0
Technician: R.Plemmons
Remarks:THE ABOVE TESTS MEET THE MINIMUM REQUIREMENT OF100% MAXIMUM DENSITY.
*Next lift tested as Respectfully Submitted,
soil cement base ATEC Associates, Inc.
V" L-0
Jchn W. Harllee, P.E.
Vice President
Offices:
Cincinnati. OH
Anchorage. AK
Dallas. TX
Atlanta.GA
Davton OH
Baltimore ME)
Denver. CO
Bi nnngharn AL
Ft Wavne. IN
(:ha:ano !L
Gartherborq. MD
was a
Corporate Office: !ndianapo s IN
Griffith. IN
Longmont, CO
Huntsville, AL
Lousiville, KY
Indianapolis. IN
Miami. FL
Jacksonville. FL
Montgomery. AL
Lexington. KY
Nashville. TN
Ra;eigh, NC
Salisbury. MD Affiliates:
Savannah GA
Toledo. OH
Washington, DC
West Palm Beach, FL
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
101.0
FIELD TEST DATA
SPECIFIED MINIMUM PERCENT COMPACT T N(PCF)• -100.0 ro
.
T
TEST LOCATION ELEV. MOIST. LIFT
�_
NO. (FT) (%) NO.
BACKFILL/ STORM DRAIN #111
• 1 E side of pipe #11, at top -1' 9.9
of pipe, E bound Jane
2 W side of pipe #111, at top -1' 10.1
of pipe, E bound lane
3 Retest of #1 -1' 9.8
4 Retest of #2 -1' 9.8
Class A
Wage 1 of I
PROJECT NO
CLIENT NO.
TEST DATE
LAB NO.
Opt. Moist
M
71-72-046
66
4/29/88
SH880649
Method
AASHTO T-99
DENSITY (PCF)
WET DRY MAX. COMP
106.9 97.3 101.0 96.3
107.9
98.0
101.0
97.0
111.1
101.2
101.0
100.2
113.3
103.6
!01.0
102.6
REMARKS: ABOVE TESTS MEET
THE MINIMUM REQUIREMENT
OF 100% OF MAX. DENSITY.
the South half of this pipe was damaged by a mixer and a ten foot section
was replaced.
TECHNICIAN: R. Plemmons
RESPEC".'FULLY SUBMITTEiD,
ATEC AS V—ATES,INC.
N�
JOHN W. HARLLEE P.E.,
VICE PRE .IDEN'F
Corporate Office: Inc ampul S 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 erar,"'a
Bahimore NIP Denver. CO
Indianapolis. IN Miami. FL
Toledo. OH Cr), u•: ;
f3unungharn AL Ft Wayne. IN
Jacksonville. FL Montgomery, AL
Washington, DC
C'hn.anu ;_ Gaitherburg. MD
Lexington. KY Nashville. TN
West Palm Beach, FIL
..Cr'S UID �.. lif•o'F'C^rnr'a'
h1atrna'S F!'q m rF`'. a^.. ,� .• ..
►TEC Associates, Inc.
vy1779 Canova Street, S.E.
Palm Bay, Florida 32909
(407) 724-1273
• REPORT
Vi
r - pLACE DE vSILT Y TESTS
PROJECT: Sebastian Highlands Unit #17
CLIENT • General Deveiopinent Corp.
TEST METHOD . ASTM D-2922'
WORT -Z RELEASE: 3871-04
r 7r `,+ter -r-+ 1F)T1ON
Light gray sand W/frits of root, 102.0
101.11
Gray and t.an sand W/ trace of root 100. 3
rr T" mrrm r)j/k!.m
y LVLT 1Lt..,i a/LILA
SPECIFIED MINIMUM PERCENT COMPACTION(FCF):100.0 90.
TEST L0UATION ELEV. MOIST. LIT"'
NO. (FT) (!) NO.
BACKF Tr T STORM DRAIN #141
•I 50' E of Drop Inlet, —J' 113.5 i
IN Side, top c.f pipe
2 120' E of Drop Inlet, -5' 14-1 1
S side, top of pipe
3 Retest of ::1 -5' 14.4 1
4 Retest of 3 -5' 10.5 1
R
L �
Page I of
PRO 'T 7CT��/NO .: 7--74
-046
vLiENT NO66CC
'a EZ a, DAT E ✓I �C,/Cr 11
NO. S,i Q8 219
77 V Llai1. v jje I-IC)d
L
9. 8 AASH -TO T -9v
9 . 8 AAS.:TO T - 0
AA:;uTO .--99
DEME T TVI PCF) o,
,U
WET DRY MAX. COMP
I
,. n r. C c.: n.()
e: i 0 .1. -
Ili',6 97,0 ..02.0 -Do .0
112.2 98.0 102.0 96.1
114.9 104.0 102.0 102
1 V L U
•
Offices:
Anchorage. AK
Atlanta. GA
Baltimore. MD
Birmingham. AL
Chicago. IL
o.ifi
.
+n
—5
L I
1nJ r
1i0�
V�n 1vvn, 0etest
6 40' E
of
Drop Iri.et,
-4'
12.9 2
113.9
100.9
100.3 100.6
S side
of
pipe
Denver, CO
Ft. Wayne, IN
Indianapolis, IN
Jacksonville. FL
Miami, FL
Montgomery, AL
Toledo, OH
Washington, DC
Newport News VA
7 100' E
of
Drop Inlet
-4'
1I.7 2
113.3
101.4
100,3 101,1
N side
of
pipe
REMARKS:
ABOVE
TESTS MEET
THE MINIMUM
REQUIREMENT
OF 100%
OF VAX.
DENSITY.
•
Offices:
Anchorage. AK
Atlanta. GA
Baltimore. MD
Birmingham. AL
Chicago. IL
ConSU11-no Geotechnical ' Maienais Fnomeers and Friv,ronmental Sc-er',SIS
Corporate Office: Indianapolis. IN
Cincinnati, OH
Raleigh, NC
Affiliates:
Dallas, TX
Griffith, IN
Longmont, CO
Salisbury, MD
Nexandna. VA
Dayton, OH
Huntsville, AL
Lousiville, KY
Savannah, GA
Chantilly. VA
Denver, CO
Ft. Wayne, IN
Indianapolis, IN
Jacksonville. FL
Miami, FL
Montgomery, AL
Toledo, OH
Washington, DC
Newport News VA
Gaitherburg, MD
Lexington, KY
Nashville, TN
West Palm Beach, FL
Nortolk. VA
ConSU11-no Geotechnical ' Maienais Fnomeers and Friv,ronmental Sc-er',SIS
ATEC Associates,
Inc.
1.779 Canova Street, S.E.
Corporate Office: Indianapolis. IN
Offices:
Anchorage. AK
Palm Bay, Florida 32909
Griffith, IN
Longmont, CO
Raleigh, NC
Salisbury, MD
Affiliates:
Atlanta, GA
(407) 724-1273
Huntsville. AL
Lousiville, KY
Savannah, GA
Aiexantlna. VA
Baltimore. MD
•
Indianapolis, IN
Miami, FL
Toledo. OH
Chantilly VA
Newport News. VA
Birmingham, AL
Ft. Wayne, IN
REPORT
Montgomery, AL
Cla
s6 A
Chicago. IL
Gaitherburg, MD
.
�,;r
Nashville, TN
Page
.. uf _.
IN-PLACE
DENSITY TESTS
Cnnsuttmo GPotechrncai / Maienais Fnomnr,s ;end F^wrnnmental Scientists
PROJECT: Sebastian Higi;Iancs
Unit #
PROJECT NO..
71-72-046
CLIENT : General Development
Corp.
CLIENT NO.
6E
TEST MLTHOD . ASTM D -C
TENT DATE
3/08/8u
li-ORK Z""'ZASE: 387_ : 4
tit. ..� .
`
:H&�� ;:.,,�
JL•i�Zi .1. _ . `%:\
Ma,-.. Dt.n
01..
gray Light sand W/trace of
g g Y
root
2,
10.0
9.8
AAS'HTO T-90
0
r..,�
AAti:1C 9,.
Gray and tan :unci W/ ,racc: c.
f roi:
� .ki . 3
10.7
AA_' -11 T -9y
TIELD
TEST DATA
_
SPECIFIED MIi. PERCENT C;OMPACTION(PCF):100.0
%.
Tyrm 'r mrON
Er „V.
MOIST. r I:'"
n>,.T ,my -p.
NO.
{FT)
(/) NO.
WET
DRY
MAX. COMP
BACKFILL STORM DRAIN #141
• 8 110' E of Drop inlet,
-J'
iJ i .J.'
i1J
6 1VJ 4
1VV J 100 1
S side of pipe
50' E of Dr0, role V ,
.
n 0
I3 side of pipe
1050' E o� Drop Inlet,-�'
15.5 4
±17.3
101.5
101.0 100.5
N side of pipe
11 100' E of Drop Inlet,
-2'
12.6 4
115.2
102.3
102.0 100.3
S side of pipe
12 50' E of Drop Inlet,
-1'
12.4 5
114.6
102.0
102.0 100.0
N side of pipe
REMARKS: A'B'OVE TESTS MEET THE .AINIMUM REQUIREMENT OF 100% OF MAY.. DENSITY.
•
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
Aiexantlna. VA
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
Cnnsuttmo GPotechrncai / Maienais Fnomnr,s ;end F^wrnnmental Scientists
ATEC Associates, Inc.
VV1.779 Canova Street, S.E.
Palm Bay, Florida 32909
(407) 724-1273
• REPORT
of
TrT N-, i -ACE DENSITY TEST:.;
PROJECT: Sebas.pari .Iighlands U n i t#1
CLIENT Generai Jevelopmen,, Corp.
m-�rrm �• T*T - m r i^
T Z-1fS aiE HOU . ASIM -2'.,22'
n.V iL�Ii..,.J lraei. i- i LOi\
g�ray -and W/ race of root 102.0
FIELD TEST DATA
SPECIFIED MINIMUM PERCENT COMPACTION(PCF):100.0 90.
✓�
LOCATION ELEV. !1101ST. LT_- T
NO. (FT) (%) NO.
BACKFILL STORK; DRAIN +:14i
•18 100' E of Drop in e; , - 1' 12.6 5
S side of p11;e--
r f r , y i y j •. n
!4 60 . of iii op in'L 1, grade 1 "` . i 7
N side of pipe
15 i00' E of Drop Inlet, grade 8.8 6
S side of pipe
Class A
Page 3' c -f
PROJECT NO.: '7-72-046
CLIENT NO. 66
L'
,u a iJAlE J/iii% Vf:i
1 0
LA13 NO.
vi"lice...✓
yip; I'''0 04, I`ieilii�u
9.8 AASHTO T-99
DENSITY (PCF) %
WET DRY MAX. COMP
y1 1 ,1 1 rl
i6`t l%v� �.v-
•4 Iv.... �02.�1 i'.iu.i
116.2 106.0 102.0 104.0
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
RESPECTFULLY SUBMITTED,
ATEC ASSOCIATES, INC.
w
JOHN W. HARLLEE P.E.,
VICE PRESIDENT
COnSu!t,no Geotechnical ' Matena!5 FnOiner, 5 and Fnwrnnmen!a! SCsen1,51S
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
Chantilly. VA
Ft. Wayne, IN
Jacksonville, FL
Montgomery, AL
Washington, DC
Newport News. VA
Gaitherburg, MD
Lexington, KY
Nashville, TN
West Palm Beach, FL
Norfolk VA
COnSu!t,no Geotechnical ' Matena!5 FnOiner, 5 and Fnwrnnmen!a! SCsen1,51S
ATEC Associates, Inc.
VV71779 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.
WORK riELEASE: ;;871--0:
;SOIL DESScRIF�TION Max. Den
Light gray sand. with trace of root 102.0
FIELD TE 1'1' DATA
Class A
Page
U1 1
PROJECT NO.: 71-72-046
CLIENT NO. 66
=ST DATE : 3/;.0/UI'll
LA13 NO. SH880300
Opt . Mo i st Method.
9.8 AASHTO '1'--99
SPECIFIED MINIMUM PERCENT COMPACTION(PCF):100.0
TE Si' LOCATION ELEV. MOIST. LIFT DENSITY (PCF)Of to
NO, (FT) (%) NO. WET PRY MAX. COMP
REMARKS: ABOVE TESTS MEET THE MINIMUM REQUIREMENT OF 100% OF MAX. DENSITY.
TECHNICIAN:
Backf ill/Storm drain #14
s
.1
r
5 side
c +�
o.,. pipe;
i 8
-
? 1'
_ i . 4
7
1G� .
i n�? t
�C . 0
1?l
R/S of
road
JOHN W. HARLLEE P.E.,
2
N side
of pipe 1'
Z.l
1
105.4
112.3
102.0
100.3
L/S of
road
Offices:
Cincinnati, OH
Raleigh, NC
3'S
side
of pipe grade
7.1
2
110.5
103.2
102.0
101.2
Savannah, GA Alexandria, VA
L/S of
roar.
Indianapolis, IN
Miami, FL
Toledo, OH Chantilly. VA
Birmingham, AL
Ft. Wayne, IN
Jacksonville, FL
4
N side
of pi Pe g ade
6.5
2
���.
102.0
102.0
100.6
R/S of
road
REMARKS: ABOVE TESTS MEET THE MINIMUM REQUIREMENT OF 100% OF MAX. DENSITY.
TECHNICIAN:
R. Plemmons
RESPECTFULLY SUBMITTED,
ATEC ASSOCIATES,INC.
L0 1)4�
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
r'nn,,it— r,nntn,hn—i 1 Gnr,..nn.c ani Criorbgtc
ATEC Associates, Inc.
VV1779 Canova Street, S. E.
Palm Bay, Florida 32909
(407) 724-1273
• REPORT
of
!N -PLACE DENSITY TESTS
PROJECT: Sebastian Highlands Univ: #17
CLIENT : General Development Corp.
TES'"
F m til.. �.• m., ...r. n �� r� n
WORK RELEASE: 3 i'11-04
:OIL DE 'CriIPTiON ;icix. Dun
rian z�,nd light- brown Mand wi-t.h 105.5
trace of rout's
Light gray said with trace of root 1012.0
FIELD TEST DATA
SPECIFIED MINIMUM PERCEIT COMPACTION(PCF):100.0 %�•.
TEST LOCATION ELEV. MOIST. LIFT
NO, (FT) (%) NO.
-1' 1
1 N side of pil)c. 130 5
•L/S o' road
2 S side of pipe 133 -1' 5.4 1
3 N side of pipe 133 grade 5.7 2
C/L of. road
*4 S side of pipe 133 grade 6.8 2
L/S oil road
^ 3, f
5 Retes� 1 G 1 4 grade 6.7 ('i
Class A
page I of I
PROJECT NO.: 71-7)-046
CLIENT NO. 66
TEC'T DATE 3/18/88
LAB N0.,118L"0� Jai
O 'M � -
lJ�:t ii(V�� 1 �Jt L��il,.J li ((��
AA S LI'r (i T - 9 11-1
€; AASHTO T-99
DENSITY (PCF)
WET DRY MAX. COMP
111.8 105.9 105.5 100.3
115. 1 !09.2 105.5
108 . 1 109 . 3 102.0 10O . aJ
100.9 102.8 105.5 071.4
110.4 103.5 102.0 101.E
REMARKS: ABOVE TESTS MEET
THE MINIMUM
REQUIREMENT OF 100% OF MAX.
DENSITY.
*Material in
this area was
removed because of unsuitable backfill.
TECHNICIAN:
R. Plemmons
RESPECTFULLY SUBMITTED,
ATTEECASSOCIATES, INC.
JOHN W. HARLIEE
P.E.,
•
VICE PRESIDENT
Offices:
Cincinnati, OH
Corporate Office: Indianapolis, IN
Raleigh, NC
Anchorage. AK
Dallas, TX
Griffith, IN
Longmont, CO Salisbury, MD
Affiliates:
Alexandria. VA
Atlanta, GA
Baltimore, MD
Dayton, OH
Denver, CO
Huntsville, AL
Indianapolis, IN
Lousiville, KY Savannah, GA
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
rnne,•wnn (:nnlnn h.aral 4�ainna�e F..nnno.e and C..,,,.nnrrnnrai Cr.nn•.c��
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--04
SOIL DESCRIPTION Max. Den
Tan and light brown sand with 10.0
trace of roots
FIELD TEST DATA
SPECIFIED MINIMUM PERCENT COMPACTION(PCF):1OO.O %.
TEST
LOCATION
ELEV.
MOIST.
LIFT
NO.
at top of pipe
(FT)
(%)
NO.
1 E side
of pipe 111
SG
5.9
1
R/S of
road
•
RESPECTFULLY SUBMITTED,
2 W side
of pipe 111
SG
5.7
1
L/S of
road
Class A
Page 1 of 1
PROJECT NO.: 71-72-046
CLIENT NO. 66
TEST DATE 3/18/88
LAB NO. SH88O298
Opt. Moist Method
9.8 AASHTO T-99
DENSITY (PCF)
WET DRY MAX. COMP
111.7 105,5 105.5 100.0
113.1 106.9 105.5 101.3
REMARKS: ABOVE TESTS MEET
THE MINIMUM
REQUIREMENT
OF 100% OF MAX.
DENSITY
Test taken
at top of pipe
TECHNICIAN:
R. Plemmons
RESPECTFULLY SUBMITTED,
ATEC ASSOCIATES,INC.
11,-
HN W. Y.ARLLEE
P.E.,
0Corporate:
VICE PRESIDENT
1 OIn na hs. IN
Office. Indianapolis.
Offices:
Anchorage, AK
Anchors g
Cincinnati, H
O
Dallas TX
Griffith, IN
Longmont, CO
9
Raleigh, NC
Salisbury, MD
Y•
Affiliates:
Atlanta, G AOH
Dayton.
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
r�(IfGltll/l rPnIPI`h
nir?I ! VIPI,PlG Frt/11f1P PIG a10 Gni/Ifnfl
Ti•n• Cr.... C
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 #17
CLIENT : General Development Corp.
TEST METHOD : ASTM D-CS22
WORK RELEASE: S871--04
SOIL DESCRIPTION Max. Den
Light gray sand with trace of root 102.0
Class A
Page 1 of 1
PROJECT NO
CLIENT NO.
TEST DATE
.SAB NO.
Opt. Foist
9.8
71-72-046
66
3/15/88
SH880284
Method
AASHTO T-99
DENSITY (PCF)
WET DRY MAX. COMP
116.9 103.0 102.0 101.0
ill/.5 105.2 102.0 103. 16,
119.3 104.5 102.0 102.5
116.5 103.7 102.0 101.7
REMARKS: ABOVE TESTS MEET
THE MINIMUM
FIELD
TEST DATA
SPECIFIED MINIMUM PERCENT
COMPACTION(PCF):100.0
elevation.
%.
TEST
LOCATION
ELEV.
MOIST.
LIFT
NO.
(FT)
(l)
NO.
1 N
side of pipe 189
ATECASSOCIATES,INC.
S
bound lane center
65t-" uj D"
02 S
side of pile 169
-1'
11.7
1
S
bound lane center
VICE PRESIDENT
3 N
side of pipe 189
-i'
14.1
1
N
bound lane center
Indianapolis, IN
Anchorage, AK
4 S
side of pipe 189
-1'
12.3
1
N
bound lane center
Lousiville, KY
Savannah, GA Alexandria VA
Chantilly VA
Baltimore, MD
Birmingham, AL
Class A
Page 1 of 1
PROJECT NO
CLIENT NO.
TEST DATE
.SAB NO.
Opt. Foist
9.8
71-72-046
66
3/15/88
SH880284
Method
AASHTO T-99
DENSITY (PCF)
WET DRY MAX. COMP
116.9 103.0 102.0 101.0
ill/.5 105.2 102.0 103. 16,
119.3 104.5 102.0 102.5
116.5 103.7 102.0 101.7
REMARKS: ABOVE TESTS MEET
THE MINIMUM
REQUIREMENT OF 100% OF MAX. DENSITY.
Pipe #189,
was retested,
due to an increase in
elevation.
TECHNICIAN:
R. Plemmons
RESPECTFULLY SUBMITTED,
ATECASSOCIATES,INC.
65t-" uj D"
JOHN W. HARLLEE P.E.,
VICE PRESIDENT
*Offices:
Corporate Office:
Indianapolis, IN
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
Consultno Geotechnical / Materials Enoineers and Environmental Scient-sis
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 #17
CLIENT : General Development Corp,
TEST METHOD : ASTM D-2922
WORK RELEASE: 3871-04
SOIL DESCRIPTION Max. Den
Light gray sand with race of root 102,0
Gra and tan sand with traces races of root 100.3
FIELD TEST DATA
Class A
Page 1 of 1
PROJECT NO.: 71-72-046
CLIENT NO. : 66
TEST DATE :2/1to/2/11
LAB NO. : SH880291
Opt. Moist Method
9.8 AASHTO T-99
10.7 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 C/L at
pipe #20 12"
depth grade 7.0 6
112.3 105.0 102.0 103.0
•*2 C/L of
undercut
Day Drive Sta
area,30' E
46+11 grade 5.9 1
of Schumann Drive.
103.9 97.9 100,3 97.6
3 Retest
of #2
grade 6.1 1
108.9 102.6 100.3 102.3
4 C/L at
pipe 915/12"
depth grade 9.5 6
109.8 100.3 100.3 100.0
REMARKS: ABOVE TESTS MEET
THE MINIMUM REQUIREMENT OF 100000' OF MAX. DENSITY.
*This area was undercut
for a distance of 60' E
of Schumann Drive, Swale to
Swale to 18"
below S cement
TECHNICIAN: R. Plemmons
RESPECTFULLY SUBMITTED,
ATEC ASSOCIATES,INC.
W
'JOHN
W. HARLLEE P.E.,
'
VICE PRESIDENT
•
Offices:
Cincinnati, OH
Corporate Office: Indianapolis. 1N
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 Nortolk. VA
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
Tan & light brown sand W/trace of root 105.5
Light gray sand W/trace of root 102.0
FIELD TEST DATA
SPECIFIED MINIMUM PERCENT COMPACTION(PCF):100.0 %.
TEST LOCATION ELEV. MOIST. LIFT
NO. (FT) (%) NO.
1
@ pipe
#189,Center
of
S
grade
8.0
102.6
bound
lane
Chicago, IL
Gaitherburg, MD
• 2
@ pipe
#174,Center
of
S
grade
6.3
bound
lane
3
@ pipe
#111-A,Center
of S
grade
7.2
bound
lane
4
@ pipe
#189,Center
of
N
grade
9.9
bound
lane
5
@ pipe
0174,Center
of
N
grade
10.0
bound
lane
Class A
Page 1 of 2
PROJECT NO.: 71-72-046
CLIENT NO. : 66
TEST DATE :3/10 3/17
LAB NO. SH880294
Opt. Moist Method
9.0 AASHTO T-99
9.8 AASHTO T-99
DENSITY (PCF) %
WET DRY MAX. COMP
113.9 105.5 105.5 100.0
112.5 105.8 105.5 100.3
115.2 107.4 105.5 101.8
113,4
103.1
102.0
101.1
119.1
108.3
105.5
102.6
REMARKS: ABOVE TESTS MEET THE MINIMUM REQUIREMENT OF 100% OF MAX. DENSITY.
TECHNICIAN: R. Plemmons
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
Toledo, OH
Washington, DC
West Palm Beach, FL
Affiliates:
Alexandra VA
Chantilly VA
Newport News VA
Norfolk. VA
ATEC Associates, Inc.
MINIMUM PERCENT
COMPACTION(PCF):100.0
Canova Street, S.E.
VV1779
Palm Bay, Florida 32909
TEST
LOCATION
(407) 724-1273
MOIST. LIFT
DENSITY
•
ATEC ASSOCIATES,INC.
REPORT
Class A
of
WET
Page 2 of 2
IN-PLACE DENSITY TESTS
COMP
6 @ pipe
PROJECT: Sebastian Highlands Unit #17
PROJECT
NO.: 71-72-046
CLIENT : General Development Corp,
CLIENT
NO. : 66
TEST METHOD : ASTM D-2922
TEST DATE
:3/10 3/17
WORK RELEASE: 3871-04
LAB NO.,
SH880294
SOIL DESCRIPTION Max. Den
Opt. Moist
Method
Tan & light brown sand W/trace of root 105.5
9.0
AAS11TO T-99
Light gray sand W/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)
ATEC ASSOCIATES,INC.
NO.
(FT)
(%) NO.
WET
DRY
MAX.
COMP
6 @ pipe
#174,Center of N
grade
10.8
117.0
105.6
105.5
100.0
bound
lane
Indianapolis IN
Offices:
Cincinnati, OH
•
Anchorage, AK
Dallas, TX
Griffith, IN
Longmont, CO
Salisbury, MD Affiliates:
Atlanta, GA
Dayton, OH
7 @ pipe
#189,Center of N
grade
12.2
122.7
109,3
105.5
103.6
bound
lane
Jacksonville, FL
Montgomery, AL Washington, DC Newport News VA
Chicago. IL
Gaitherburg, MD
Lexington, KY
Nashville, TN
8 @ pipe
#189,Center of S
grade
10.2
116.6
105.8
105,5
100.3
bound
lane
REMARKS: ABOVE TESTS MEET THE MINIMUM REQUIREMENT OF 100% OF MAX. DENSITY.
TECHNICIAN:
R. Plemmons
RESPECTFULLY SUBMITTED,
ATEC ASSOCIATES,INC.
(-WXQW Uj
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
I ' ►TEC 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
Dark brown & gray sand W/trace of root 106.0
Light gray sand W/trace of root 102.0
FIELD TEST DATA
SPECIFIED MINIMUM PERCENT COMPACTION(PCF):100.0 %.
TEST LOCATION ELEV. MOIST. LIFT
NO. (FT) (%) NO.
1 E of pipe #29, -1' 4.4 1
Center of South Swale
• 2 Between pipes #29 & 30, -1' 5.9 1
Center of South Swale
3 W of pipe #30, -1' 6.7 1
Center of South Swale
sub
4 E of pipe #29, grade 4.4 1
L/S of Barber Street
sub
5 Between pipes #29 & 30, grade 4.0 1
C/L of Barber Street
Class A
Page 1 of 2
PROJECT NO
CLIENT NO.
TEST DATE
LAB NO.
Opt. Moist
10.2
F9
71-72-046
66
:3/15 3/17
SH880295
Method
AASHTO T-99
AASHTO T-99
DENSITY (PCF)
WET DRY MAX, COMP
110.1 105.4 102.0 103.4
110.5 104.4 102.0 102.4
111.1 104.1 102.0 102.1
107.0 102.4 102.0 100.5
104.9 100.9 102.0 98.9
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
Affiliates:
Alexandra VA
Chantilly VA
Newport News VA
Norfolk VA
Corporate 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
Affiliates:
Alexandra VA
Chantilly VA
Newport News VA
Norfolk VA
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
Dark brown & gray sand W/trace of root 106.0
Light gray sand W/trace of root 102.0
FIELD TEST DATA
SPECIFIED MINIMUM PERCENT COMPACTION(PCF):100.0 %.
TEST LOCATION ELEV. MOIST. LIFT
NO. (FT) (%) NO.
sub
6 N of pipe 930, grade 4.2 1
R/S of Barber Street
•sub
7 Retest of #5 grade 6.3 1
8 S shoulder of Barber St, grade 12.8 2
9 N shoulder of Barber St, grade 11.0 2
Class A
Page 2 of 2
PROJECT NO.: 71-72-046
CLIENT N0. : 66
TEST DATE :3/15 3/17
LAB NO. SH880295
Opt. Moist Method
10.2 AASHTO T-99
9.8 AASHTO T-99
DENSITY (PCF) %
WET DRY MAX. COMP
106.8 102.5 102.0 100.5
111.1 104.5 102.0 102.5
119.9 106.4 106.0 100.3
118.6 106.8 106.0 100.3
REMARKS: ABOVE TESTS MEET THE MINIMUM REQUIREMENT OF 100% OF MAX. DENSITY.
TECHNICIAN:
R. Plemmons
RESPECTFULLY SUBMITTED,
ATEC ASS'OCCIJA�TES�,, I,NC� .
'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
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: 3871-04
SOIL DESCRIPTION Max. Den
Brown and dark brown, E:anad 109.6
with trace of shell
Class A
Page i of 1
PROJECT NO.: 71-72-046
CLIENT NO. 66
TEST DATE 3/18/88
LAD NO. SH88C,297
Opt. Moist Method
;.0.0 AAS11TO T---99
DENSITY (PC:) %
WET DRY NAY.. COMP
124.9 112.2 109.6 102.4
121.6 109.9 109.6 100.2
119.7 lio.l 109.E 100.5
121.1 110.7 109.6 101.0
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,
FIELD
TEST DATA
SPECIFIED
MINIMUM
PERCENT
COMPACTION(PCF):100.0
%.
TEST
LOCATION
ELEV.
MOIST.
LIFT
NO.
W _)�
(FT)
(/b)
NO.
1 W side
of pipe
109
-1.5
11.3
1
R/S of
road
Raleigh, NC
Griffith, IN
Longmont, CO
•
Affiliates:
Huntsville, AL
Lousiville, KY
Savannah, GA
1
2 E side
of pipe'
109
-1.5'
10.7
Montgomery, AL
IL/S of
road:.
Lexington, KY
Nashville, TN
West Palm Beach, FL
Norfolk, VA
3 W Nide
of pipe
109
- .5'
8.7
2
L/S of
road
4 E side
of pipe
109
- .5'
9.4
2
R/S of
road
Class A
Page i of 1
PROJECT NO.: 71-72-046
CLIENT NO. 66
TEST DATE 3/18/88
LAD NO. SH88C,297
Opt. Moist Method
;.0.0 AAS11TO T---99
DENSITY (PC:) %
WET DRY NAY.. COMP
124.9 112.2 109.6 102.4
121.6 109.9 109.6 100.2
119.7 lio.l 109.E 100.5
121.1 110.7 109.6 101.0
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.
W _)�
OHN W, RARLLEE
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
Miami, FL
Toledo, OH
Chantilly. VA
Jacksonville, FL
Montgomery, AL
Washington, DC
Newport News. VA
Lexington, KY
Nashville, TN
West Palm Beach, FL
Norfolk, VA
Consult+no GeoleChniCat / Materials Enomeers and Envvnnmental
Saent,sts
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.
TEST METHOD : ASTM D-2922
WORK RELEASE: 3871-04
SOIL DESCRIPTION Max. Den
Class A
Page 1 of 1
PROJECT NO.: 71-72-046
CLIENT NO. 66
TEST DATE 3/18/88
LAB NO. SH880326
Opt. Moist Method
Light gray
sand with traces of root
102.0
Lousiville, KY
9.8
AASHTO
T-99
Anchorage, AK
Dallas, TX
Nashville, TN
FIELD
TEST DATA
Baltimore, MD
Denver, CO
Birmingham, AL
SPECIFIED MINIMUM
PERCENT
COMPACTION(PCF):100.0
%.
TEST
LOCA'T'ION
ELEV.
MOI Sri.
LIFT
DENSITY
(PCF)
NO.
(FT)
(0/0')
NO.
WET
DRY
MAX.
COMP
1 S side of
pipe,
R/E
-1'
13.3
1
118.4
104.5
102.0
102.5
of Miller
Drive
•
2 N side of
pipe,
L/S
-1'
10.8
1
117.6
106.1
102.0
104.1
of Miller
Drive
3 S side of
pipe,
L/S
grade
11.0
2
116.1
104.6
102.0
102.6
of Miller
Drive
4 N side of
pipe,
R/S
grade
12.4
2
117.4
104.4
102.0
102.4
of Miller
Drive
REMARKS: ABOVE TESTS MEET THE MINIMUM REQUIREMENT OF 100% OF MAX. DENSITY.
TECHNICIAN: R. Plemmons
•
Longmont, CO
Huntsville, AL
Lousiville, KY
Offices:
Cincinnati, OH
Jacksonville, FL
Anchorage, AK
Dallas, TX
Nashville, TN
Atlanta, GA
Dayton, OH
Baltimore, MD
Denver, CO
Birmingham, AL
Ft. Wayne, IN
Chicago. IL
Gaitherburg, MD
RESPECTFULLY SUBMITTED,
tIATEC ASSOCIATES,INC.
,�`#�-1% Int c1 �QlZ�2
\JOHN W. HARLLEE P.E.,
VICE PRESIDENT
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
Affiliates:
Savannah, GA
Alexandria. VA
Toledo, OH
Chantilly VA
Washington, DC
Newport News VA
West Palm Beach, FL
Norfolk VA
ATEC Associates, Inc.
V 1.779 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: 3871-04
SOIL DESCRIPTION Max. Den
Dark brow: and gray sand with trace 106.0
of root
FIELD TEST DATA
SPECIFIED MINIMUM PERCENT COMPACTION(PCF):100.0 %.
TEST LOCATION ELEV. MOIST. LIFT
NO. (FT) M NO.
1 N side of pipe #140 R/S -3' 7.0 1
• 2 S side of pipe #14 L/S
3
C/L of
Miller
Drive,
--2'
S
side
of
pipe
#140
4
N
side
of
pipe
#140 R/S
5
S
side
of
pipe
+140 LIS
6
N
side
of
pipe
#140 C/L
Class A
Page 1 of 1
PROJECT NO.: 71-72-046
CLIENT NO. 66
TEST DATE : 3/09/88
LAB NO. S14880327
Opt. Moist Method
10.2 AASHTO T-93
DENSITY
(PCF)
grade
6.3 4
--2'
13.7 2
-1'
11.4 3
grade
8.1 4
Class A
Page 1 of 1
PROJECT NO.: 71-72-046
CLIENT NO. 66
TEST DATE : 3/09/88
LAB NO. S14880327
Opt. Moist Method
10.2 AASHTO T-93
DENSITY
(PCF)
WET
DRi'
MAX.
COMP
117.3
109.6
106.0
103.4
114.2
106.1
106.0
100.0
113.9
107.1
106.0
101.1
121.2 106.6
118.2 106.1
117.3 108.5
106.0 100.6
106.0 100.1
106,0 102.3
REMARKS: ABOVE TESTS MEET THE MINIMUM REQUIREMENT OF 1000/0' OF MAX. DENSITY.
TECHNICIAN:
R. Plemmons
RESPECTFULLY SUBMITTED,
ATEC ASSOCIATES,INC.
6m" �v
JOHN W. HARLLEE P.E.,
VICE PRESIDENT
0offices:
Corporate Office: Indianapolis. IN
Raleigh, INC
Anchorage, AK
Cincinnati, OH
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
Cnnsulnnn (,PniPrhnlral / Matanals Fnninners and Fnvironmental Sctenbs!s
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 METuOD . ASTM D-2922
WORK RELEASE: 3878-04
aUIL DESCRIPTION Ma,-,.. Den
Liget gray sand with traces of root
10 ')
FIELD TEST DATA
SPECIFIED MINIMUM PERCENT COMPACTION(PCF):100.0 %.
TEST LOCATION ELEV. MOIST. LIFT
NO. 'I FT (io) NO.
1 N side of pipe 9140, -2' 7.8 2
left shoulder
2 S side of pine #140,
left shoulder.
3 N side of pipe #140,
left shoulder
-1' 10.7 3
grade 11.2 4
Class A
Page 1 of 1
PROJECT NO
CLIENT NO.
TEST DATE
LAB NO.
Opt, Moist
9.8
71-72-046
66
3/25/68
SH880328
Method
AASHTO T-99
DENSITY (PCF)
WET DRY MAX. COMP
110.6 102.6 102.0 100.6
112.9 102.0 102.0 100.0
113.5 102.1 102.0 100.1
REMARKS: ABOVE TESTS MEET THE MINIMUM REQUIREMENT OF 100% OF MAX. DENSITY.
First lift could not be tested, due to ground water intrusion
TECHNICIAN: R. Plemmons
•
Offices:
Anchorage, AK
Atlanta, GA
Baltimore, MD
Birmingham, AL
Chicago. IL
RESPECTFULLY SUBMITTED,
ATEC ASSOCIATES,INC.
.OHN W. HARLLEE P.E.
VICE PRESIDENT
Consult,no Geolechnical / Materials Fnoinners and Fnvlrr)rn-n;a'' Sc�ent�si�
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
Alexandra VA
Denver, CO
Indianapolis, IN
Miami, FL
Toledo, OH
Chantilly VA
Ft. Wayne, IN
Jacksonville, FL
Montgomery, AL
Washington, DC
Newport News VA
Gaitherburg, MD
Lexington, KY
Nashville, TN
West Palm Beach, FL
Nortc* VA
Consult,no Geolechnical / Materials Fnoinners and Fnvlrr)rn-n;a'' Sc�ent�si�
ATEC
Associates, Inc.
1779 Canova Street, S.E.
Palm Bay, Florida 32909
+
(305) 724-1273
REPORT
of
IN-PLACE. DENSITY TESTS
PROJECT: Sebastian Highlands Univ, "17
CLIENT . General Development Carp.
TEST METHOD ASTM D-29212,
WORK RELEASE: 3c71-04
SOIL DESCRIPTION Max. Der.
Light gray sand with trace of roots 102.0
Dark brown and gray sand 106.0
with traces, of root
FIELD TEST DATA
SPECIFIED MINIMUM PERCENT COMPACTION(PCF):100.0 %.
TEST LOCATION ELEV. MOIST. LIFT
NO. (FT) (010) NO.
1 E side of pipe #148, 5.9 1
@ top of pipe C/L
2 W side of pipe #148, -1' 3.9 1
@ top of pipe �C/.-
3 C/L of Douglass Ave. grade 4.4 2
Class A
Page 1 of 1
PROJECT NO.: 71-72-046
CLIENT NO. 66
TEST DATE 3/2/88
LAB NO. SH880260
Opt. Moist
9.8
1 V .
Method
AASHTO T-99
AASHTO T-99
DENSITY (PCF)
WET DRY MAX. COMP
108.6 102.6 102.0 100.6
108.2 104.2 102.0 102.2
111.7 107.0 106.0 101.0
REMARKS: ABOVE TESTS MEET THE MINIMUM REQUIREMENT OF 100% OF MAX. DENSITY.
TECHNICIAN:
R. Plemmons
RESPECTFULLY SUBMITTED,
ATEC ASS�SCCIATES,INC.
IN
wJt'd.�
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
ConSUlt!no Geolechn,cai / Materials Fnomeers. and Environmental Scientists
r.
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: 3873-04
SOIL DESCRIPTION Max. Den
Dark brown and gray sand with 106.0
trace of roots
Light gray sand with trace of roots 102.0
FIELD TEST DATA
Class A
Page 1 of 1
PROJECT NO.: 71-72-046
CLIENT NO. 66
TEST DATE 3/1/88
LAB NO. SB880261
Opt. Moist Method
10.2 AASHTO T-99
9.8 AASHTO T-99
SPECIFIED
MINIMUM PERCENT
COMPACTION(PCF):I00,0
%.
TEST
LOCATION
ELEV. MOST. LIFT
DENSITY (PCF) %
NO.
(FT)
(%) NO.
WET DRY MAX. COMP
1 C/L of
Douglass
-2'
6.2 1
115.9 109.1 106.0 102.9
• @ pipe
#148
2 Left shoulder
of Barber,
-2'
5.6 1
108.7 103.0 102.0 101.0
North
of Tee
3 Right
shoulder of Douglas,
-2'
3.5 1
116.2 107.0 106.0 101.0
East of
Tee
4 C/L of
Douglass @ pipe
#148 -1'
9.1 2
111.3 102.0 102.0 100.0
5 C/L of
Douglass @ pipe
#148 grade
7.9 3
114.6 106.2 106.0 100.2
6 Right
shoulder of Douglass grade
5.1 3
112.2 106.7 106.0 100.7
East of
Tee
7 Right
shoulder of Douglass
-1'
8. 2
116.7 107.7 106.0 161.7
East of
Tee
REMARKS:
ABOVE TESTS MEET
THE MINIMUM
REQUIREMENT OF 100% OF MAX. DENSITY.
TECHNICIAN:
R. Plemmons
RESPECTFULLY SUBMITTED,
ATEC ASSOCIATES,INC.
&4vv tj N64
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
- 4 -- ATEe Associates, Inc.
x 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
Gray and tan sand 100.3
Light gray sand W/traces of root 102.0
Dark brown and tan sand W/traces 106.0
of root.
Class A
Page 1 of 2
PROJECT NO.: 71-72-046
CLIENT NO. 66
TEST DATE 2/16/88
LAB NO. SH880278
Opt. Moist
10.7
9.8
10.2
Method
AASHTO T-99
AASHTO T-99
AASHTO T-99
REMARKS: ABOVE
TESTS MEET
THE MINIMUM
FIELD
TEST DATA
springline.
TECHNICIAN: R.
SPECIFIED MINIMUM
PERCENT
COMPACTION(PCF):100.0
%.
RESPECTFULLY SUBMITTED,
TEST LOCATION
ELEV.
MOIST.
LIFT
DENSITY
(PCF)
NO.
JOHN W. HARLLEE P.E.,
(FT)
(%)
NO.
WET
DRY
MAX.
COMP
1
E of pipe #97
15' N of
-4'
9.7
1*
112.0
102.1
100.3
101.8
Huntsville, AL
S Headwall
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
�2
Gaitherburg, MD
Lexington, KY
Nashville, TN West Palm Beach, FL Norfolk. VA
Consulting Geotechnical / Materials Engineers. and Environmental Scientists
Between pipes
97+175
-4'
7.0
1*
107.3
100.3
100.3
100.0
C/L of road
3
W of pipe #175
15' S of
-4'
10.7
1*
116.5
105.2
102.0
103.2
N Headwall
4
E of pipe #97
15' S of
N -3'
8.2
2
112.7
104.2
102.0
102.2
Headwall
5
Between pipes
97+175
-3'
7.9
2
115.0
106.5
106.0
100.5
C/L of road
REMARKS: ABOVE
TESTS MEET
THE MINIMUM
REQUIREMENT OF 100% OF MAX. DENSITY.
*Test taken at
springline.
TECHNICIAN: R.
Plemmons
RESPECTFULLY SUBMITTED,
ATEC ASSOCIATES,INC.
'79c4i *-q
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
AtEC Associates, Inc.
177IV9 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
Gray and tan sand 100.3
Light gray sand W/traces of root 102.0
Dark brown and tan sand W/traces 106.0
of root.
Class A
Page 2 of 2
PROJECT NO.: 71-72-046
CLIENT NO. 66
TEST DATE 2/16/88
LAB NO. SH880278
Opt. Moist Method
10.7 AASHTO T-99
9.8 AASHTO T-99
10.2 AASHTO T-99
DENSITY (PCF) %
WET DRY MAX. COMP
112.8 105.0 102.0 103.0
111.9 102.6 102.0 100.6
116.6 103.7 102.0 101.7
116.3 102.8 102.0 100.8
107.7 102.3 102.0 100.3
110.1 103.5 102.0 101.5
REMARKS: ABOVE TESTS MEET THE MINIMUM REQUIREMENT OF 100% OF MAX. DENSITY.
TECHNICIAN:
R. Plemmons
FIELD
TEST DATA
SPECIFIED MINIMUM
PERCENT
COMPACTION(PCF):100.0 %.
TEST LOCATION
ELEV.
MOIST.
LIFT
NO.
(FT)
(%)
NO.
6
W of pipe #175
15' N
-3'
7.4
2
VICE PRESIDENT
of S Headwall
Corporate Office: Indianapolis. IN
Offices:
Cincinnati, OH
Raleigh, NC
Anchorage, AK
Dallas, TX
Griffith, IN
Longmont, CO Salisbury, MD Affiliates:
Atlanta, GA
E of pipe #97
15' N of
S -2'
9.1
3
Indianapolis, IN
Headwall
Birmingham, AL
Ft. Wayne, IN
Jacksonville, FL
Montgomery, AL Washington, DC Newport News, VA
8
Between pipes
97+175
-2'
12.4
3
C/L of road
9
W of pipe #175
15' S of
N -2'
13.1
3
Headwall
10
C/L of Birtle
Street
-1'
5.3
4
11
C/L of Birtle
Street
grade
6.3
4
Class A
Page 2 of 2
PROJECT NO.: 71-72-046
CLIENT NO. 66
TEST DATE 2/16/88
LAB NO. SH880278
Opt. Moist Method
10.7 AASHTO T-99
9.8 AASHTO T-99
10.2 AASHTO T-99
DENSITY (PCF) %
WET DRY MAX. COMP
112.8 105.0 102.0 103.0
111.9 102.6 102.0 100.6
116.6 103.7 102.0 101.7
116.3 102.8 102.0 100.8
107.7 102.3 102.0 100.3
110.1 103.5 102.0 101.5
REMARKS: ABOVE TESTS MEET THE MINIMUM REQUIREMENT OF 100% OF MAX. DENSITY.
TECHNICIAN:
R. Plemmons
RESPECTFULLY SUBMITTED,
ATEC ASSOCIATES,INC.
co )��Q
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
� 10
ATEC Associates, Inc.
I vy1779 Canova Street, S.E.
l- - 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
Tan and light brown sand
with traces of root.
Max. Den
105.5
FIELD TEST DATA
SPECIFIED MINIMUM PERCENT COMPACTION(PCF):100.0 %.
TEST LOCATION ELEV. MOIST. LIFT
NO. (FT) (%) NO.
1 N side of pipe, grade 4.0 1
S bound lane, Center
2 S side of pipe,
S bound lane, Center
3 N side of pipe,
N bound lane, Center
4 S side of pipe,
N bound lane, Center
5 Center of bike path
Class A
Page 1 of 1
PROJECT NO.: 71-72-046
CLIENT NO. 66
TEST DATE 3/09/88
LAB NO. SH880279
Opt. Moist Method
9.0 AASHTO T-99
DENSITY (PCF) %
WET DRY MAX. COMP
111.7 107.3 105.5 101.7
grade
4.2
1
110.4
106.0
105.5
100.5
grade
5.0
1
112.3
106.9
105.5
101.3
grade
4.1
1
110.7
106.3
105.5
100.7
grade
4.5
1
111.0
106.2
105.5
100.6
REMARKS: ABOVE TESTS MEET THE MINIMUM REQUIREMENT OF 100% OF MAX. DENSITY.
TECHNICIAN:
R. Plemmons
RESPECTFULLY SUBMITTED,
ATEC ASSOC//IATE__S, INC .
w D ��nn^^
•
JOHN W. HARLLEE P.E.,
Corporate Office: Indianapolis. IN
VICE PRESIDENT
Offices:
Cincinnati, OH
Raleigh, INC
Anchorage, AK
Dallas, TX
Griffith, IN
Longmont, CO
Salisbury, MD Affiliates:
Atlanta, GA
Dayton, OH
Huntsville, AL
Lousiville, KY
Savannah, GA 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
Consultina Geotechnical / Materials Enaineers and Environmental Scientists
ATEC Associates, Inc.
r 1.779 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: 3871-04
SOIL DESCRIPTION Max. Den
Tan and light brown sand with 105.5
trace: of root
Class A
Page 1 of 1
PROJECT NO.: 71-72-046
CLIENT NO. : 66
TEST DATE :3/10/11/88
LAB NO. SH880282
Opt, Moist Method
9.0 AASHTO T-99
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 N side
of pipe 111 A,
7.8 1
116.6 108.2 105.5 102.5
S bound
lane center
•
2 S side
of pipe- 111 A,
8.3 1
114.7 105.9 105.5 100.4
S bound
lane center
3 N side
of pipe 111 A,
9.8 1
120.4 109.5 105.5 103.9
N bound
lane center
4 S side
of pipe 111 A,
12.9 1
116.1 103.5 102.0 101.5
N bound
lune center
5 Center
of bile path
11.2 1
118.9 106.8 105.5 101.2
REMARKS: ABOVE TESTS MEET
THE MINIMUM REQUIREMENT
OF 100% OF MAX. DENSITY.
All tests
were taken @ top of pipe
TECHNICIAN:
R. Plemmons
RESPECTFULLY SUBMITTED,
ATEC ASSOCIATES,INC.
6= t W)44
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
('nnulhno (;nnlPrhn,ral / MalBriaiS Fnninnar� and r,v,rnmmPnlal Scienbsle,
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 Not �66
Project No:71-72-046
C1i en t= GENERAL DEVELOPMENT CORP. LAB NO. SH 880056
P rojec t: SABASTIAN HIGRANDS UNIT #17 WR# 3871-04
A: LiGH1 GRAY SAND WITH TRACE OF RO(M
Soil Description: B: GRAY AND TAN SAND
Max. Dry A: 102.0 Optimum A: 9.8 Method
Density B:100.3 lbs/cu.-Ft. Moisture B:10.7 7of Test: AASHTO T-99
Date
of Test
meet the minimum reouirement of 100
7.
Elev.
Lift
Field
In -Place
Density
AT BRISTOL
Test
No. Test
Location
R. PLEMMONS
Ft.
No.
Moisture
(lbs/cu.ft.)
compac-
BACKFI LL STORM DRAIN DUBAN STREET
Percent
Wet
Dry
tion
pipe V163
L.
side
or pipe
Offices:
Cincinnati.
Cincinnati, OH
Offlca: kxfianapolis. IN
1/13
1 STA 7+77
R/S
of
street
GRADE
2
5.0
110.1
104.8
102.8 A.
Birmingham, AL
Chicago, IL
pipe
w.
si
e or pipe
1/13
2 STA 7+77
L/S
of
street
GRADE
2
4.6
111.8
106.8
104.8 A
pipe V163
w.
side
of pipe
1/13
3 STA 7+77
R/S
of
street
-11
1
6.9
108.5
101.6
101.3 B
pipe VT63
e.
si
e of sureer
1/13
4 STA 7+77
L/S
of
street
-11
1
8.1
108.5
100.3
100.0 B
•
Remarks:
The above tests
meet the minimum reouirement of 100
7.
of maximum density.
STA 0+0 STARTS
AT BRISTOL
Tech:
R. PLEMMONS
ATEC ASSOCIATES, INC.
•
District Manger
Offices:
Cincinnati.
Cincinnati, OH
Offlca: kxfianapolis. IN
Anchorage, AK
Dallas, TX
Griffith, IN Longmont, CO
Raleigh, NC
Salisbury, MD
Affiliates:
Atlanta, GA
Baltimore. MD
Dayton, OH
Denver, CO
Huntsville. AL Lousiville, KY
Indianapolis, IN Miami. FL
Savannah, GA
Toledo, OH
Alexanona. VA
Chantilly. VA
Birmingham, AL
Chicago, IL
Ft. Wayne, IN
Gaitherburg, MD
Jacksonville, FL Montgomery. AL
Lexington, KY Nashville. TN
Washington, DC
West Palm Beach, FL
Newport Newt. VA
Norfolk. VA
ATE
Associates, Inc.
Elev. Lift
CLASS A
V
2990 N.W. 40 Street
Test
No. Test Location
Ft. No.
Miami. Florida 33142
(lbs/cu.ft.)
compac-
-31
(305) 633-2700 (Dade)
STORM DRAIN
Percent
Wet
(305) 728-9044 (Broward)
tion
PAGE 1 OF 3
•
REPORT OF IN-PLACE SOIL
DENSITY TESTS
14.8
122.2
Client Not 66
1/7
1 at spring line
Project
Not71-72-046
Client:
GENERAL DEVELOPMENT CORP.
LAB NO.
SH 880019
Project:
SABASTIAN HIGHLANDS UNIT 17 WR# 3871-04
•
I ezinntnn KV
Soil Description: DARK BROWN AND TAN SAND WITH ROOTS
w..1 0.1- o...... 11
Max . Dry 106.0 Optimum 10.2
Method
AASHTO T-99
Density
lbs/cu.ft. Moisture %
of Test:
101.8
Date
of Test SCHUMANN DRIVE
Elev. Lift
Field
In -Place
Density
Test
No. Test Location
Ft. No.
Moisture
(lbs/cu.ft.)
compac-
-31
BACK FILL OVER
STORM DRAIN
Percent
Wet
Dry
tion
4
s. side of pipe
-3'
1
14.8
122.2
106.4
1/7
1 at spring line
-3' 1
15.3
121.2
105.6
99.1
116.3
DeLween pipes
98.6
•
I ezinntnn KV
N.ehvlil. rnj
w..1 0.1- o...... 11
1/7
2 and 28-a at spring line
-3' 1
10.2
119.0
107.9
101.8
1/7 10 between pipes 428-b & 28a -2' 2 14.0 121.4 106.5 100_!
1/7 11 between piers 4,428-a & 28 -2' 2 13.8 123.4 108.4 102.3
1/7 12 n. side of pipe #28 -2' 2 12.7 120.2 106.6 100.6
Remarks: The above tests meet the minimum requirement of 100
of maximum density.
Tech:
R. PLEMMONS ATEC ASSOC I RTES I, INC.
• District danger
between pipes #28-a
OtilCes:
Cincinnati, OH
117
3
and 28 at s=ing ing line
-31
1
12-3
115-5
102.9
A7 _ (1
1/7
4
retest of #1
-3'
1
14.8
122.2
106.4
100.3
1/7
5
retest of #3
-3'
1
11.1
116.3
104.6
98.6
•
I ezinntnn KV
N.ehvlil. rnj
w..1 0.1- o...... 11
L.-- III
1/7
6
retest of #5
-3'
1
10.5
118.5
107.3
101.2
1/7
7
n. side ot pipe
at spring line
-3'
1
15.0
118.0
102.7
96.8
1/7
8
retest of#7
-3'
1
14.8
124.7
108.6
102.4
s. side of pipe#28-b
1/7
9
-2'
2
13.5
122_R
108.2
102.1
1/7 10 between pipes 428-b & 28a -2' 2 14.0 121.4 106.5 100_!
1/7 11 between piers 4,428-a & 28 -2' 2 13.8 123.4 108.4 102.3
1/7 12 n. side of pipe #28 -2' 2 12.7 120.2 106.6 100.6
Remarks: The above tests meet the minimum requirement of 100
of maximum density.
Tech:
R. PLEMMONS ATEC ASSOC I RTES I, INC.
• District danger
Corporate Otfkc Ineianapolis.IN
OtilCes:
Cincinnati, OH
Raleigh, NC
Anchorage. AK
Dallas. TX
Grittlth. IN
Longmont. CO
Salisbury, MD
Affiliates:
Atlanta. GA
Dayton. OH
Huntsville. AL
Lousivilk. KY
Savannah. GA
Ase anon. VA
Baltimore. MD
Denver. CO
Indianapolis, IN
Miam!. FL
Toledo, OH
Chanliey, VA
Birmingham. AL
FL Wayne. IN
Jacksonville. FL
Montgomery. AL
Washington. DC
Newport News. VA
Chicago. IL
Galtherburo, MD
I ezinntnn KV
N.ehvlil. rnj
w..1 0.1- o...... 11
L.-- III
ATEC Associates, Inc. CLASS A
2990 N.W. 40 Street
Miami, Florida 33142
(305) 633-2700 (Dade)
(305) 72&9044 (Broward) PAGE 2 OF 3
40 REPORT OF IN-PLACE SOIL DENSITY TESTS
Client No: 66
Project Not71-72-046
C 11 en t: GENERAL DEVELOP*M COP.P. LAB NO. SH 880019
Project: SABASTLAN HIGFUAMS UNIT 17 in'R# 3871-04
Soil Description:
DARK BROWN AND TAN SAND WITH ROOTS
Max 'Dry 106.0 Optimum 10.2 Method AASHFO T-99
Density lbs/cu.ft. Moisture % of Test:
Date of Test SCHUMANN DRIVE Elev.
Lift Field
In -Place Density
-11 3 14.0 121.6
Test No. Test Location Ft.
No. Moisture
(lbs/cu.ft.)
compac-
BACKFILL OVER STORM DRAINS
Percent
Wet Dry
tion
1/7 13 s. side of pipe #28-b -11 3 14.9 122.2 106.4 100.3
tween pipes
1/7 14 #,28-b and 28-a -1' 3 13.1 121.8 107.7 101.6
Between pipes
1/7 15 #28-a and 28 -11 3 13.6 123.1 108.4 102.3
1/7 16
n. side of pipe #28
-11 3 14.0 121.6
106.7
100.7
1/8 17
s. side of pipe #28-b
1 14.3 121.3
106.1
100.0
at spring line
•
between pipes #28-b
1/8 18
and 28-a at spring line
1 11.1 107.9
106.1
100.1
between pipes #28-a
1/8 19
and 28 at spring line
1 12.5 121.0
107.6
101.5
n. side ot pipe #28
1/8 20
at, spring line
1 12.1 120.0
107.1
101.0
1/8 21
s. side of pipe #28-b
-21 2 14.0 122.8
107.7
101.5
5EUw-een pipes
1/8 22
#28-b and 28-a
-2' 2 11.5 123.3
110.5
104.2
Wetween pipes
1/8 23
#28-a and 28
-2' 2 11.4 119.8
107.6
101.5
1/8 24
n. side of pipe #28
-21 2 15.6 119.6
103.5
97.6
Remarks: The above tests meet the minimum requirement of 100
of maximum density.
DENSITYS #,1 THROUGH #16 ARE FOR THE EAST HALF OF SafJMANN DRIVE.
DENSITYS #,17 THROUGH #30 ARE FOR TPE-WEST HALF.
Tech:
R. PLEMMONS
ATEC ASSOCIATES, INC.
District Manger
Officer:
Cincinnati, OH
Corporate Office: Indisnapolis. IN
Raleigh, NC
Anchorage,
Atlanta. GA
AK Dallas, TX
Dayton, OH
Griffith, IN Longmont, CO
Huntsville, AL Lousiville, KY
Salisbury, MD
Savannah, GA
Affiliates:
Aiexantlna. VA
Baltimore. MD Denver, CO
Birmingham, AL FL Wayne, IN
Indianapolis, iN Miami, FL
Jacksonville, FL Montgomery. AL
Toledo, OH
Washington, DC
Charaioy. VA
Newport News. VA
Chicago, IL
Gaithertwrg, MD
Lexington, KY Nashville, TN
West Palm Beach.
FL Nortotk VA
off EC Associates, Inc. CLASS A
' 2990 N.W. 40 Street
VV Miami, Florida 33142
(305) 633-2700 (Dade)
(305) 728-9044 (Broward) PACE 3 OF 3
. REPORT OF IN-PLACE SOIL DENSITY TESTS
Client Noi 66
Project No:71-72-046
C 1 i en t: GENERAL DEVELOPMETII' CORP. LAB NO. SH 880019
Project t SABASTIAN HIGHLANDS UNIT 17 WR# 3871-04
Soil Description i DARK BROWN AND TAN SAND WITH ROOTS
Max . Dry 106.0 Optimum 10.7 Method
Density lbs/cu.ft. Moisture % of Test:
AASHTO T-99
Date
Test
of
Test SCHUMANN DRIVE
No. Test Location
BACKFILL OVER STORM
Elev. Lift
Ft. No.
DRAINS
Field
Moisture
Percent
In -Place Density
(lbs/cu.ft.) compac-
Wet Dry tion
1/8
25
retest of # 24
-2'
2
13.9
120.8
106.1
100.1
1/8
26
s. side of pipe #28-b
-1'
3
12.9
118.5
104.9
99.1
1/8
27
between pipes
#28-b and 28-a
-1'
3
12.4
120.4
107.0
100.9
1/8
28
Between pipes
#28-b and 28
-11
3
12.1
119.0
106.1
100.1
• 1/8
29
n. of pipe #28
-1'
3
13.3
122.1
107.8
101.7
1/8
30
retest of #26
-11
3
11.8
123.0
110.0
103.7
Remarks: The above tests meet the minimum requirement of 100
of maximum density.
DENSITYS #1 THROUGH #16 ARE FOR THE FAST HALF OF SCHUMANN DRIVE.
DENSITYS #17 THROUGH #30 AU, FOR THE. WEST HALF.
Techt
R. PLEMMONS ATEC ASSOC I ATES r, INC.
• District Manger
Officer:
Cincinnati. OH
Ccxporate O1}kr. k� enapolis. IN
Anchorage, AK
Dallas, TX
Griffith, IN
Longmont, CO
Raleigh, NC
Salisbury, MD
Affiliates:
Atlanta, GA
Baltimore. MD
Dayton, OH
Denver, CO
Huntsville, AL
Lousiville, KY
Savannah, GA
Aiexanone. VA
Birmingham, AL
FL Wayne, IN
Indianapolis, IN
Jacksonville, FL
Miami, FL
Montgomery, AL
Toledo, OH
Washington, DC
Chanliay. VA
Newport News, VA
Chicago, IL
Galtherburg, MD
Lexington. KY
Nr.xhvllie TN
Wo.r o.1- w.,k co
KL -A -n ve
2/3
4
/4
ATEC Associates, Inc.
? 1) Canova sired. $.'
Palm t.i::=lorufa 32909
l30:ii
REPORT OF IN-PLACE SOIL DENSITY TESTS
C?_r;SS A
WAGE 1 OF 1
2/3/88 TO 2/4/81
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# SH880150
LABORATORY DATA
SOIL DESCRIPTION:
MAX.
DEr,SITY PCF
OPTIMUM
`MOISTURE
IFT
Light brown and tan sand with marl
111.0
11.0
Denver. CO
1
Schumann Dr. Subgrade @pipe #281124.1
West % Crown
L—R-ADE L.L-
TEST FE -SULTS
C.+1., n C„l, r.—A—4 __ 49
iESTMOIST.
�,
>T �I r%
IFT
DENSITY (PCF)
MAX.DEN.i
COMP.
Denver. CO
1
Schumann Dr. Subgrade @pipe #281124.1
West % Crown
L—R-ADE L.L-
11.2
11120
1
2
�� �� tl .t tt
�� `10.3
1121.6
110.3
111.0
1 99.4
3
Retest of sample #2
7.8
-
1120.7
111.9
111.0
100.8
I
REMARKS: The above test meet the minimum requirement of 100% of maximum density.
. `Test were taken at a 1211 depth.
Offices:
Cincinnati. OH
Anchorage. AK
Dallas. TX
Atlanta. GA
Dayton. OH
Baltimore. MD
Denver. CO
Pirminoham Al
FL Wayne. IN
Corporate Office: Indianapolis. IN
Griffith. IN Longmont. CO
Huntsville. AL Lousiville. KY
Indianapolis. IN Miami. FL
Jacksonville. FL Montoomerv. AL
Raleigh. NC
Salisbury. MD
Savannah. GA
Toledo. OH
Washinoton rtC
Affiliates:
Alexandria. VA
Chanty. VA
Newport News. VA
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 'nit #17
CLIENT General Development Corp.
TEST METHOD . ASTM D-2922
WORK RELEASE: 3873-04
SOIL DESCRIPTION Mar.. Den
Dark brown and gray sand with trace 106.0
of roots
FIELD TEST DATA
Cass l A
I age i of 1
PROJECT NO
CLIENT N0.
TEST DATE
LAB NO.
Opt. Moist
10.2
71-72-046
66
/2C/b8
SH880242
Method
AASHTO T-99
SPECIFIED
MINIMUM
PERCENT
COMPACTION(PCF):100.0
�.
RESPECTFULLY SUBMITTED,
TEST
LOCATION
ELEV.
MOIST. LIFT
DENSITY
(PCF)
°o
NO.
(FT)
(%) NO.
WET
DRY
MAX.
COMP
1 S side
of pipe
i#145
-2'
4.2 1
114.4
109.8
106.0
103.6
is
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
2 N side
of pipe
#145
-1'
6.3 2
114..4
107.6
106.0
101.5
3 S side
of pipe
#145
grade
6.8 3
114.0
106.7
106.0
100.7
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.,
VICE PRESIDENT
Corporate Office: Indianapolis. IN
Offices:
Anchorage, AK
Cincinnati, OH
Dallas, TX
Griffith, IN
Raleigh, NC
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
Gray and tan sand with tract 100.3
of roots
Dark Brown and gray sand with trace 106.0
of roots
FIELD TEST DATA
SPECIFIED MINIMUM PERCENT COMPACTION(PCF):100.0 %.
TEST
LOCATION
ELEV.
MOIST.
LIFT
NO.
Baltimore, MD
(FT)
(%)
NO.
1 W side
of pipe 9150,
-1'
5.2
1
• Darden Ct.
C/L @ top of pipe
VICE PRESIDENT
Corporate Office:
2 E side
of pipe #150,
-1'
7.6
1
Darden Ct.
C/L @ top of pipe
Griffith, IN
Longmont, CO
Salisbury, MD
3 C/L of
Darden Court
grade
4.5
2
Class A
Page 1 of 1
PROJECT NO.: 71-72-046
CLIENT NO. 66
TEST DATE 3/1/88
LAB NO. SIs880259
Opt. Moist Method
10.7 AASHTO T-99
10-2 AAS'r'TO T-99
DENSITY (PCF) %
WET DRY MAX. COMP
106.8 101.5 100.3 101.3
108.9 101.2 100.3 100.9
11'11.0 106.2 106.0 100.2
1 1 1
REMARKS: ABOVE TESTS MEET THE MINIMUM REQUIREMENT OF 100% OF MAX. DENSITY.
TECHNICIAN: R. Plemmons
Offices:
Cincinnati, OH
Anchorage, AK
Dallas, TX
Atlanta, GA
Dayton, OH
Baltimore, MD
Denver, CO
Birmingham, AL
Ft. Wayne, IN
Chicago, IL
Gaitherburg, MD
RESPECTFULLY SUBMITTED,
ATEC ASSOCIATES,INC.
"-91�
JOHN W. HARLLEE
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
Miami, FL
Toledo, OH
Chantilly, VA
Jacksonville, FL
Montgomery, AL
Washington, DC
Newport News, VA
Lexington, KY
Nashville, TN
West Palm Beach, FL
Norfolk, VA
Consulting Geotechnical / Materials Engineers. and Environmental Scientists
C
ATEC
Associates, Inc.
MOISTURE %
:ii9 Canova Slrnel, 5. �.
VV
.. tia:.-!orufa 32909
9.8
30!)p :2.,-
REPORT OF IN-PLACE SOIL DENSITY TESTS
PROJECT: SEBASTIAN HIGHLANDS UNIT #17
CLIENT: GENERAL DEVELOPMENT CORP .
TEST METHOD: AA,, M T-99
CLASS A
PAGE 1 OF 1
CLI ENT# 66 PROJECT# 71-72-046
WORK RELEASE## 3871-04
LAB# SH880146
LABORATORY DATA
SOIL DESCRIPTION:
MAX. DRYOPTIMUM
DENSITY PCF
MOISTURE %
MOIST.
°
A: LIGHT GRAY SLTM I%TITH TP.ACE OF ROOTS
102.0
9.8
CO:T.
r°
B: GRAY AND TAN SAND
100.3
10.7
-
TEST SULTS
T]A r=TTT ICM1:)M MATAT 47n
TEST
_ ----- ----- ----- --
1 CC,Q .., I
'.
�- ,i
MOIST.
°
IFT
DINSITY (PCF)
MAX.DEN.i
CO:T.
r°
Birmingham. AL
1
storm drain #20 C/L of barber st. {
at spring line north side I
-
Miami, FL
Toledo, OH Cnrtily. VA
Jacksonville. FL
Montgomery. AL
Washington, DC Newport News- VA
2
at spring line south side {
-4'
4.9
1
1108.3
103.3
100.3
!103.0
3
at spring line north side
-3'
6.2
t
2
109.9
1103.5
102.0 7101.5
4
at spring line south side
-3'
7.1
2
111.6
104.2
1102.0
1102.2
5
at spring line south side
1-2'
5.8
3
1107.9
102.0
1102.0
1100.1
6
at spring line north side
-2'
5.1
1 3
107.2
102.0
102.0
100.0
7
at spring line north side L/S
1-11
6.3
1 4
109.5
103.0
102.0
101.0
8
at spring line south side R/S
-1'
5.8
1 4
109.6
103.6
102.0
101.6
REMARKS: THE ABOVE TESTS MEET THE MTNMN REQ OF 100% OF MAXIMUM DENSITY. -
R. PLETVONS
•
TECHNICIAN:
Offices:
Cincinnati, OH
Anchorage, AK
Dallas, TX
Atlanta, GA
Dayton. OH
Baltimore. MD
Denver. CO
Birmingham. AL
FL Wayne, IN
Corporate Office: lndianapolis, IN
Raleigh, NC
Griffith, IN
Longmont. CO
Salisbury, MD Affiliates:
Huntsville, AL
Lous'rvilte, KY
Savannah, GA Alexandria. VA
Indianapolis, IN
Miami, FL
Toledo, OH Cnrtily. VA
Jacksonville. FL
Montgomery. AL
Washington, DC Newport News- VA
•
ATEC
Associates, Inc.
ISTURE %
1779 G.:no:a :Street. S.L
TAN AND GRAY SAND
Palm ii':. Florida 32909
10.7
COMP.
v
101.8
REPORT OF IN-PLACE SOIL DENSITY TESTS
PROJECT: SEBASTIAN HIGHLANDS UNIT #17
-CLIENT: GENERAL DEVELOPMENT CORP
TEST METHOD: AASHM T-99
CLASS A
PAGE 1 OF 1
CLIENT# 66 PROJECT## 71-72-046
WORD: RELEASE## 3871-04
LAB# SH880131
LABORATORY DATA
SOIL DESCRIPTION:
Da,' L TY PCF
ISTURE %
vOIST.
c
8.7
TAN AND GRAY SAND
100.3
10.7
COMP.
v
101.8
1111.0 102.1
i
t PIPE
Indianapolis. IN
TEST RESULTS
� r.m�r.. r T ♦ T l l 11 / /1
TEST
NY)
1
1Jt�l.,L�1' 1LL 1 "1 r
IT\T
S.SIDE OF PIPE AT SPRINGLINE
'.
1
—4'
vOIST.
c
8.7
LIFT
1
(DENSITY (PCF)
MAX -DEN.
1100.3
COMP.
v
101.8
1111.0 102.1
i
t PIPE
Indianapolis. IN
Offices:
Cincinnati, OH
tl
Dallas, TX
3
S. SIDE OF PIPE #40
—3'
1 8.9
2
1110.5
101.5
"
101.2
4
N. SIDE OF PIPE 040
—3'
8.1
2
108.4
100.3
11
Nashville, TN
S F QF PIPE
-91
!
I
r t
6
N. SIDE OF PIPE
—2'
7.0
3
1107.8
100.7
11
100.4
7
S. SIDE OF PIPE
—1'
7.0
4
109.3
102.0
( 101.8
8
N. SIDE OF PIPE
—1'
7.5
4
108.7
101.1
"
100.8
REMARK : THE ABOVE TESTS MEET THE MINIMUM REQUIREMENT OF 100'/o OF MAXIMUM DENSITY. _
TOP LIFT WILL BE TURNED IN WITH SUBGRADE DENSITIES FOR TRACY DRIVE.
R. PLEMMONS
MD
Y
TECHNICIAN:
Alexandria., VA
Toledo, OH
Chantilly. VA
Washington, DC
Ne rpm Nom• VA
Corporate Office:
Indianapolis. IN
Offices:
Cincinnati, OH
Anchorage, AK
Dallas, TX
Griffith, IN
Longmont, CO
Atlanta, GA
Dayton, OH
Huntsville, AL
Lousiville, KY
Baltimore, MO
Denver, CO
Indianapolis, IN
Miami, FL
Birmingham, AL
FL Wayne, IN
Jacksonville, FL
Montgomery, AL
Chicago, IL
Gaitherburg, MO
Lexington, KY
Nashville, TN
Raleigh, NC
MD
Affiliates:Salisbury,
Savannah, GA
Alexandria., VA
Toledo, OH
Chantilly. VA
Washington, DC
Ne rpm Nom• VA
West Palm Beach, FL
Norfolk. VA
ATEC
Associates, Inc.
UF11MUM
ISTURE
1779 Canova Street.IVV/ $.�.
LIGHT GRAY SAND WITH TRACE OF ROOTS
Palm Gay. Florida 32909
9.8
(305) 72:-:273
•
REPORT OF IN-PLACE SOIL DENSITY TESTS
n
U
CLASS A
PAGE 1 OF 1
i,),) 744
-,
PROJECT: SEBASTIAN HIGELANDS UNIT #17 CLI ENT# 66 PROJECT# 71-72-046
CLIENT: GENERAL DEVEI OPMENT CORP. WORK RELEASE# 3871-04
TEST METHOD: AASM T-99 LAB# SH880121
LABORATORY DATA
SOIL DESCRIPTION:
MAX'. DRY
DET]SITY PCF
UF11MUM
ISTURE
IST.
0)
LIGHT GRAY SAND WITH TRACE OF ROOTS
102.0
9.8
COMP.
0
14FF MY
1
PIPE #164 AT SPRINGLINTE C/L
-1'
TEST RESULTS
'D A /''rTL'TT T CTnDM T1D A TAT 41 Al,
TF�ST
T.
IST.
0)
IFT
Nn
DENSITY (PCF)
MAX -DEN.
COMP.
0
14FF MY
1
PIPE #164 AT SPRINGLINTE C/L
-1'
3.7
1
106.1
102.3
102.0
100.3
2
L S
-1'
4.1
1
1107.3
103.1
102.0
101.1
3
" C/L
GRADEJ
3.5
2
106.0
102.4
102.0
100.4
4
P./S
GRADE
5.0
2
107.8
102.8
102.0
1100.8
REMARKS: THE ABOVE TESTS MEET THE MINIMUM REQUIRIIME1\7 OF 1007. OF MAXIMUM DENSITY.
PIPE #164 IS ON ALDEA DRIVE.
Corporate Office: Indianapdis.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
fl. Wayne, IN
Jacksonville, FL
Montgomery, AL
Washington, DC
Newport News. VA
rhicaoo. IL
Gailherburo. MD
Lexington KY
Nashville TN
West Palm Rnprh FI
Ncvlolk. VA
C�
1/20
00
0
1/21
1/21
1/21
ATEC
Associates, Inc.
JDISTURE
._VV:779 Cano,a Sueel. S,:-
GRAY AND TAN SAND
Palin
Palm G?y r17nr:a 32909
10.7
i:305) _2,- 1273
REPORT OF IN-PLACE SOIL DENSITY TESTS
CLASS A
PAGE 1 OF 1
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# SH880107
LABORATORY DATA
SOIL DESCRIPTION:
DENSITY PCF
JDISTURE
o
GRAY AND TAN SAND
100.3
10.7
. 1
COMPNo
/
1
pipe 4F43 at crow -
C/L of stratton at springline e.sid
-3'
TEST RESULTS
♦ IIT TT+TT T �1��N1T11 / TT A Tl.l L/. �i
TEST
T T N
V.90IST.
o
IFT
IDENSITY (PCF)
MAX.DEN.
. 1
COMPNo
/
1
pipe 4F43 at crow -
C/L of stratton at springline e.sid
-3'
9.8
1
1110.3
100.5
100.3
100.2
Dayton, OH
11 11 tl tI it W.S;
'
Savannah, GA
Alexandria. VA
�107"
Denver, CO
Indianapolis, IN
101.6
3
" top of pipe e.side of pi
-2'
8.5
( 2
1110.4
1 101.7
11
101.4
4
" " " if 11 11 w. side of "
-2'
7.3
2
1107.6
1100.3
11
100.0
5
" " " e. side of pipe
-1'
4.2
3
104.5
100.3
11
100.0
6
" " " n. side of pipe
-1'
4.9
3
105.5
100.6
11
100.3
REMARKS: THE ABOVE TESTS MEET THE MINIMUM REQUIREMENT OF 100X OF MAXIMUM Da'SITY.
•R. PL,ENd"IONS
TECHNICIAN:
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
Alexandria. VA
Baltimore, MD
Denver, CO
Indianapolis, IN
Miami, FL
Toledo, OH
C%anlilly. VA
Birmingham, AL
FL Wayne, IN
Jacksonville. FL
Montgomery, AL
Washington, DC
Newport News. VA
I�
Ern
! nrinntnn. KY
Npchvilln TN
Wp,' na!m n-1 c;
Norlotk. VA
ATEC Associates, Inc.
1779 Canova Street. S.�:
Salm Bay. "Florida 32909
.05)1273 V I
REPORT OF IN-PLACE SOIL DENSITY TESTS
CLASS A
PAGE 1 OF 1
1 /14 Tn 1 /?o
PROJECT: SEBASTIAN HIGHLANDS CLIENT# 66 PROJECT# 71-72-046
CLIENT: GENERAL DEVELOPMENT CORP. WORK RELEASE,# 3871-04
TEST METHOD: AASHTO T-99 LAB# SH880099
LABORATORY DATA
SOIL DESCRIPTION:
DENSITY PCF
NOISTURE `/o
MOIST.
'n
DARK BROWN AND GRAY SAINT) WITH ROOTS
105.2
11.8
COMP.
WEI DRY
1
pipe r�109 N.side at topo pipe
80' E. of pond #7
-2'
STORM DRAIN/POND #7 TEST I S=
TEST
n N
ELEV.
)
MOIST.
'n
LIFT
NO-
DENSITY (PCF)
MAX.DEN.
f
COMP.
WEI DRY
1
pipe r�109 N.side at topo pipe
80' E. of pond #7
-2'
13.2
3
112.4
99.3
105.2
94.3
2
pipe i .si e at top of pipe
1
i
Montgomery, AL
3
RETEST OF #1
-2'
9.8
3
115.2
104.9
105.2
99.7
4
RETEST OF #2
-2'
11.3
3
117.2
105.3
105.2
100.1
5
RETEST OF #3
I -2'
10.8
3
118.8
107.3
105.2
101.9
6
pipe #'169 S.slde of p1Pe
40' E. of pond #7
-i'
110.2
4
116.6
105.8
105.2
100.6
7
pipe ,- . si e of pipe
110' E*of pond #7
-1'
8.0
4
115.3
106.7
105.2
101.4
pipe #169 S.side of pipe
F
S
pipe #169 N. side of pipe
I
7,7
5
114.3
106.1
105.2
100.8
REMARKS: THE ABOVE TESTS MEET THE MINIMUM REQUIREMENT OF 100% OF MAXIMUM DENSITY.
• R. PLE^7"IONS
TECHNICIAN:
Raleigh, INC
Salisbury, MD
Savannah, GA
Toledo, OH
Washington, DC
Affiliates:
Alexandria. VA
Chantilly. VA
NeMpon News. VA
Corporate Office: Indianapolis. IN
Offices:
Cincinnati, OH
Anchorage, AK
Dallas, TX
Griffith. IN
Longmont, CO
Atlanta. GA
Dayton, OH
Huntsville, AL
Lousiville, KY
Baltimore. MD
Denver, CO
Indianapolis. IN
Miami, FL
Birmingham. AL
Ft. Wayne, IN
Jacksonville, FL
Montgomery, AL
Raleigh, INC
Salisbury, MD
Savannah, GA
Toledo, OH
Washington, DC
Affiliates:
Alexandria. VA
Chantilly. VA
NeMpon News. VA
ATEC Associates, Inc.
REPORT OF IN-PLACE SOIL DENSITY TESTS
PROJECT: SEBASTIAN HIGHLANDS UNIT #17
CLIENT: GENERAL DEVELOPMENT CORP.
TEST METHOD: AASHTO T-99
CLASS A
PAGE 1 OF 1
1/13 To 1/18
UA I L'
CLIENT# 66 PROJECT# 71-72-046
WORK RELEASE# 3871-04
LAB# SH880083
LABORATORY DATA
TEST RESULTS
T] A r'T T'TT T C`•TYlTn),A T%'n A TM 1LC7
TFST
i 1T
---MAX- -D?,Y'_TOP7T1CLw--
%.
MOIST.
I o
SOIL DESCRIPTION:
DENSITY PCF
10ISTURE
COMP.
o
A: GRAY AND TAN SAND WITH ROOTS
100.3
10.7
-4'
_GRAY _SAND__ -WITH -TRACE QF. ROOTS --------_-
---102..4----
---4.$--_-
101.5
TEST RESULTS
T] A r'T T'TT T C`•TYlTn),A T%'n A TM 1LC7
TFST
i 1T
-rr�•-
IffN1
%.
MOIST.
I o
IFr
DENSITY (PCF)
RAX.DEN.
COMP.
o
A
1
ARCADIA ST. C/L @ DRO' 17-1
I E. SIDE OF PIPE #52 @ SPRINGLIKE
-4'
8.9
1
!
110.6
101.5
1100.3
101.2
2
R. SIDE @ DROW/ N. SIDE OF PIPE
-4'
7.7
i 1
110.2
102.3
100.3
102.0
3
C/L @ DROW/ E. SIDE OF PIPE
-3'6.0
Dallas, TX
12
i
106.7
1100.7
1100.3
100.3 j
4
C/L @ DROW/ W. SIDE OF PIPE
-3'
1 8.8
2
1108.6
99.8
1102.0
96.9
5
RETEST OF #4
-3'8.8
Ft. Wayne, IN
i 2
{ 109.7
100.8
100.3
100.5
6
C/L @ DROW/ E. SIDE OF PIPE
-2'
15.1
3
( 105.1
100.0
100.3
99.7
7
C/L @ DROk1/ N. SIDE OF PIPE
-2'
7.4
3
105.9
98.5
100.3
98.2
8
RETEST OF #6
-2'
4.0
3
106.8
102.7
100.3 1
102.4
9
RETEST OF #7
I -2'
6.2
3
106.7
100.4
100.3
100.1
10
C/L @ DROW/ E. SIDE OF PIPE
-1'
5.3
4
105.5
100.3
100.3
100.0
11
C/L @ DROW/ W. SIDE OF PIPE
-1'
5.8
4
106.2
100.3
100.3
100.0
REMARKS: _THE ABOVE TESTS MEET THE MINIMUM REO RF-= OF 100% OF MAXIMUM DENSITY.
TEST AT GRADE WILL BE MADE ON COMPACTED SUBGRADE.
PLTIS
•R.
TECHNICIAN:
Corporate Office: Indtanapols.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. MI)
Denver, CO
Indianapolis, IN
Miami, FL
Toledo, OH
Chantilly. VA
Birmingham, AL
Ft. Wayne, IN
Jacksonville, FL
Montgomery. AL
Washington, DC
N&Aport News. VA
_
.._.._.. ,..
•
ATEC Associates, Inc. CLASS A
2990 N.W. 40 Street
Miami. Florida 33142
(305) 633-7700 (Dade)
(305) 72&9044 (Broward)
REPORT OF IN-PLACE SOIL DENSITY TESTS
Client Not 66
Project Not71-72-046
Client: GENERAL DEVELOPMENT CORP. LAB NO. SH 880059
Project:SABASTIAN.HIGHLANDS UNIT #17 WR# 3871-04
Soil Description: LIGHT GRAY SAND WITH TRACE OF ROOTS
Max. Dry Optimum Method
Density 102.0 lbs/cu.ft. Moisture 9'8 % of Test; AASHTO T-99
Date
of
Test
Elev.
Li't
Field
In -Place
Density
Indianapolis. IN Miami. FL
Test
No. Test Location
Ft.
No.
Moisture
(lbs/cu.ft.)
compac-
BACKFILL/STORM DRAIN #170
Percent
W e t
Dry
tion
n.side pipe #170 top of
pipe
1/14
1
C/L of midwa court
-1.5'
1
11.2
116.9
105.1
103.1
s.side pipe 1 top ot
pipe
1/14
2
R/S of midway court
-1.5'
1
4.4
110.5
105.8
103.8
n.si e ol pipe
1/14
3
C/L of midway court
-0.5'
2
6.8
112.0
104.9
102.9
s.si e of pipe
1/14
4
L/S of midway court
-0.5'
2
5.2
109.4
103.9
101.9
Remarks: The above tests meet the minimum requirement of 100 y
of maximum density.
Tech:
R. PLEnIONS
Offtcas:
Cincinnati. OH
Anchorage. AK
Dallas. TX
Atlanta. GA
Dayton. OH
Battimora. MO
Denver. CO
ATEC ASSOCIATES, INC.
(�z`w �A��--�Distr
ict Mang
Corporste Offlcr. w6anapoks. IN
Raleigh. NC
Griffith. IN LongmonL CO
Sallsbury. MD
Huntsville. AL Lousiville. KY
Savannah. GA
Indianapolis. IN Miami. FL
TrAvAn nu
Aftlllartes:
Alesandta• VA
r ru vA, VA
ATEC Associates, Inc.
VV2990 N.W. 40 Street CLASS A
Miami, Florida 33142
(305) 633-2700 (Dade)
• (305) 728-9044 (Broward)
REPORT OF IN-PLACE SOIL DENSITY TESTS
Client No: 66
GENERAL DEVELOPMENT CORP. Project Not 71-72-046
Clients LAB NO. 10SO057
Project: SABASTIAN HIGHLANDS UNIT 17 WR# 3871-04
Sail Des c r i p t i o n i A: LIGHT GRAY SAND WITH TRACE OF ROOTS B: LIGHT GRAY SAND WITH TRACE/ROOT`
Max. Dry A: 101.0 Optimum A:9.0 Method
DensityB:102.0 lbs/cu.ft. MoistureB:9.8 7 of Testi AASHIO T-99
Date of
Test
BACKFILL
Test
No. Test
STORM DRAT
pipe 165
STA 5+50 L/
Elev. Lift Field In -Place Density
Location Ft. No. Moisture (lbs/cu.ft.) compac-
L. J1 _ V1 1. J"Z_
S DUCAN -1' 2 7.5 109.9 102.2 100.2 B
1/13
2 STA
5+50 R/S
-1' 2 8.8 109.2 100.4 100.4 A
pipe
# 165 E. side ot
pipe
1/13
3 STA
5+50 R/S
@ GRADE 3 4.2 111.3 106.8 104.7 B
Dayton, OH
Denver, CO
pipe
# 165 W. side ot
pipe
1/13
4 STA
5+50 L/S
@ GRADE 3 4.3 111.2 106.6 104.5 B
Remarks: The above tests meet the minimum requirement of 100
of maximum density.
STA 0+0 STARTS AT BRISTOL DRIVE.
Tec h: R. PLE_Mc'IONS
ATEC ASSOCIATES, INC.
• District Manger
Offices:
Cincinnati, OH
Corporate Office: lndianapoia. IN
Anchorage, AK
Dallas, TX
Griffith, IN
Longmont, CO
Raleigh, NC
Salisbury, MD
Affiliates:
Atlanta. GA
Baltimore, MD
Dayton, OH
Denver, CO
Huntsville, AL
Indianapolis. IN
Lousiviile. KY
Savannah, GA
Alexanana. VA
Birmingham, AL
Ft. Wayne. IN
Jacksonville, FL
Miami. FL
Montgomery, AL
Toledo, OH
Washington, DC
Chanlilty. VA
Newport News. VA
Chicago, IL
Gaitherburg, MD
Lexington, KY
Nashville, TN
West Palm Finarh FI
NMNI- VA
L�
.7
ATEC Associates, Inc.
1779 Canova SlrCet. S.E.
IVV/ Pain, Gay. Florida 32909
(306) 72:-127a
REPORT OF IN-PLACE SOIL DENSITY TESTS
CLASS A
PAGE 1 OF 1
2/11/88
PROJECT: Sebastian Highlands Unit 1,}17 CLIENT# 66 PROJECT# 71-72-046
-CLIENT: General Development Corp. WORK RELEASE#'IR71-nzi-
TEST METHOD: AASHTO T-99 LAB# S11880161
LABORATORY DATA
SOIL DESCRIPTION:
MAX. DRY
DENSITY PCF
OPTIMUM
MOISTURE %
Dallas, TX
Light gray sand with trace of roots
102.0
9.8
Denver, CO
gray and tan sand
IST.
IFT
DENSITY (PCF)
TEST _RESULTS
TEST
r I
N
Dallas, TX
Atlanta, GA
Dayton, OH
Baltimore, MD
Denver, CO
Rirminnham. At
IST.
IFT
DENSITY (PCF)
MAX.DEN.
COMP.
0
Jacksonville, FL
1
Pipe #15
South
side
at
top
of
pipe
-4'
10.0
2
113.8 1103.5
102.0
101.5
2
11 11
North
11-4'
12.8
2
117.9 1104.6
102.0
102.5
3
11 1
South
11-3'
6.1
3
109.8
103.4
102.0
101.4
4
11 1
North
11-3'
6.9
3
109.1
102.0
102.0
100.0
5
11 1South
11-2'
7.3
4
109.7
102.2
102.0
100.2
6
11 1North
11
-2'
8.0
4
110.5
102.3
1102.0
100.3
7
1 1 1South
-1'
7.8
5
108.7
100.8
100.3
100.5
8
11 1North
-1'
5.5
5
107.8
102.1
100.3
101.8
The above tests meet the minimm requirement of 100% of maximum density.
At grade test will be turned in with compacted subgrade density.
R. Plemmons
TECHNICIAN:
Offices:
Cincinnati, OH
Anchorage, AK
Dallas, TX
Atlanta, GA
Dayton, OH
Baltimore, MD
Denver, CO
Rirminnham. At
Ft. Wavne. IN
Corporate Office: Indianapolis. IN
.
Raleigh, NC
Griffith, IN
Longmont, CO
Salisbury, MD
Huntsville, AL
Lousiviile, KY
Savannah, GA
Indianapolis, IN
Miami, FL
Toledo, OH
Jacksonville, FL
Montoomerv. AL
Washinaton. DC
Affiliates:
Alexandria. VA
Cnanti3ly. VA
Newport News. VA
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 #17
CLIENT : General Development Corp.
TEST METHOD : ASTM D-2922
WORK RELEASE: 3871-04
SOIL DESCRIPTION Max. Den
Dark brown and gray sand 106.0
with trace of roots
Class A
Page 1. of 2
PROJECT NO.: 71-72-046
CLIENT NO. : 66
TEST DATE :2/15 2/18
LAB NO. SH880174
Opt. Moist Method
10.2 AASHTO T-99
DENSITY (PCF) %
WET DRY MAX. COMP
111.7 107.5 106.0 101.4
110.5 105.1 106.0 99.1
112.2 106.9 106.0 100.8
110.3 106.0 106.0 100.0
111.8 105.7 106.0 99.7
113.3 106.6 106.0 100.6
REMARKS: ABOVE TESTS MEET THE MINIMUM REQUIREMENT OF 100% OF MAX. DENSITY,
TECiiNICIAN:
R. Plemmons
FIELD
TEST DATA
SPECIFIED
MINIMUM PERCENT COMPACTION(PCF):100.0 %.
TEST
RESPECTFULLY SUBMITTED,
LOCATION
ELEV.
MOIST.
LIFT
NO.
(FT)
(%)
NO.
1 20'E
of
W headwall,S side
-4'
3.9
1
of
pipe
#35 @ springlire
VICE PRESIDENT
• ''
Offices:
�
G
�
�0
W of
E headwall,N side
,
_ 4
�. 1
1
of
pipe
#35 @ springline
Lousiville, KY
Savannah, GA Alexandria, VA
Baltimore, MD
3 Retest
Indianapolis, IN
of 92
-4'
5.0
1
4 30'E
of
W headwall,S side
-3'
4.1
Lexington, KY
of
pipe
935
Consulting
5 30'W
of
E headwall,N side
-3'
5.7
2
of
pipe
#35
6 Retest
of #5
-3'
S.2
2
Class A
Page 1. of 2
PROJECT NO.: 71-72-046
CLIENT NO. : 66
TEST DATE :2/15 2/18
LAB NO. SH880174
Opt. Moist Method
10.2 AASHTO T-99
DENSITY (PCF) %
WET DRY MAX. COMP
111.7 107.5 106.0 101.4
110.5 105.1 106.0 99.1
112.2 106.9 106.0 100.8
110.3 106.0 106.0 100.0
111.8 105.7 106.0 99.7
113.3 106.6 106.0 100.6
REMARKS: ABOVE TESTS MEET THE MINIMUM REQUIREMENT OF 100% OF MAX. DENSITY,
TECiiNICIAN:
R. Plemmons
RESPECTFULLY SUBMITTED,
ATEC ASSOCIATES,INC.
JOHN W. HARLLEE P.E.,
VICE PRESIDENT
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 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.
y. 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: 3071-04
SOIL DESCRIPTION Max. Den
Dari: brown and gray sand 106.0
with trace of roots
FIELD TEST DATA
Class A
Page- 2 of
PROjECT NO
CLIENT NO.
TEST DATE
LAB NO.
Capt .
Vic, ist
10.2
7i-72-046
66
:2/15 2/18
SH880174
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
7 30'E of
W headwall,S
side -2'
6.9 3
114.1 106.8 106.0 100.7
of pipe
#35
•
8 30'W of
E headwall,N
side -"
4.0 3
110.3 146.1 106.0 100.1
of pipe
#35
9 44'W of
W head.wall,N
side -1'
9.0 4
116.8 107.1 106.0 101.0
of pipe
#35 CIL
10 40'E of
W headwall,S
side -1'
8.9 4
115.7 106.2 106.0 104.2
of pipe
#35 C/L
11 25'E of
W headwall,:
side grade
6.3 5
115.6 108.7 106.0 102.6
of pipe
#35
12 25'W of
E headwall,N
side grade
6.1 5
112.8 106.3 106.0 100.3
of pipe
935
REMARKS: ABOVE TESTS MEET T1 -1.E MINIMUM REQUIREMENT OF 1000/0' OF MAX. DENSITY.
TECHNICIAN:
R. Plemmons
RESPECTFULLY SUBMITTED,
ATEC ASSO1CiATES,INC.
JOHN W. HARLLEE P. E.
.
VICE PRESIDENT
Corporate Office: Indianapolis. w
Offices:
Anchorage, AK
Cincinnati, OH
Dallas, TX
Griffith, IN
Raleigh, INC
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
Consult!no Geotechnical 1 Materials Enaineers and Environmental Scientists
ATEC Associates, Inc.
IV1779 Canova Street, S.E.
Palm Bay, Florida 32909
(305) 724-1273
• REPORT
o�
IN-PLACE DENSITY TESTS
PROJECT: Sebastian Highlands Unit #17
CLIENT : General Development Corp.
TEST METHOD : ASTM D-2922
WORK RELEASE: 3871-04
SOIL DESCRIPTION Mets.. Den
Gray and tan sand W/traces of root 100.3
Light brown and tan sand W/ trace/marl 111.0
Light gray sand W/traces of root 102.0
Dark brown and gray sand W/ trace/root 106.0
FIELD TEST DATA
SPECIFIED MINIMUM PERCENT COMPACTION(PCF):100.0 io.
TEST LOCATION ELEV. MOIST, LIFT
NO. (FT) (°o) NO.
1 C/L of Bristol Dr @ spring
• line N side, pipe #160
2 C/L of Bristol @ spring
line, S side of pipe #160
3 C/L of Bristol @ pipe #160
4 C/L of Bristol @ pipe #155
N side @ spring line.
5 C/L of Bristol @ pipe #155
S side @ spring line
6 C/L of Bristol @ pipe #155
grade 9.9
-1' 8.8
-1' 9.7
grade 12.9
1
Class A
Page 1 of 1
PROJECT NO.: 71-72-046
CLIENT NO.
66
TEST DATE
9'/22/88
LAE N0.
SH880177
Opt. Moist
Method
10.7
AASHTO T-99
11.0
AASHTO T-99
9.8
AASHTO T-99
i0.2
AASHTO T-99
DENSITY (PCF)
WET DRY MAX. CO'1P
106.4 101.1 100.3 100.8
1 108.1
10-2.4
100.3
102.1
2 122.1
111.7
111.0
100.6
1 114.6
103.3
102.0
101.3
1 112.8
102.8
102.0
100.9
2 120.9
107.2
106.0
101.1
REMARKS: ABOVE TESTS MEET THE MINIMUM REQUIREMENT OF 100! OF MAX. DENSITY
TECHNICIAN:
R. Plemmons
RESPECTFULLY SUBMITTED,
ATEC ASSOCIATES,INC.
C wt W -"I"Q
JOHN W. HARLLEE P.E.,
•
VICE PRESIDENTCorporate
Office:
Indianapolis. IN
Offices:
Cincinnati, OH
Raleigh, INC
Anchorage, AK
Dallas, TX
Griffith, IN
Longmont, CO
Salisbury, MD Affiliates:
Atlanta, GA
Dayton, OH
Huntsville, AL
Lousiville, KY
Savannah, GA 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
Consulbno Geotechnical
/ Materials Enaneers and Environmental Scientists
ATEC Associates, Inc.
VW1779 Canova Street, S.E.
11 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 with traces of root 102.0
FIELD TEST DATA
SPECIFIED MINIMUM PERCENT COMPACT ION(PCF):100.0 %.
TEST LOCATION ELEV. MOIST. LIFT
NO. (FT) (%) NO .
1 C/L of Tracy Dr @ spring -1' 5.8 1
line, N side of pipe
is 2 C/L of Tracy Dr @ spring
line, S side or pipe
3 C/L of Tracy Drive grade
5.4 1
7.7 2
Class A
Page I of
PROJECT NO.:
71-72-046
CLIENT NO.
66
TEST DATE
2/22/88
LAD NO.
Sh880178
Opt. Moist Method
9.8 AASHTO T-99
DENSITY (PCF)
WET DRY MAX. COMP
110.6 104.5 102.0 102.5
110.4 104.8 102.0 102.7
112.9 104.8 102.0 102.7
REMARKS: ABOVE TESTS MEET THE MINIMUM REQUIREMENT OF 100°a OF MAX. DENSITY.
TECHNICIAN:
R. Plemmons
RESPECTFULLY SUBMITTED,
ATEC'ASSOCIATES,INC.
�n� LAJ -�
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
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 : ASTM D-2922
WORK RELEASE: 3871-04
SOIL DESCRIPTION Max. Den
Gray and tan sand W/traces of root 100.3
Dark brown and gray sand W/traces 106.0
of root.
FIELD TEST DATA
SPECIFIED MINIMUM PERCENT COMPACTION(PCF):100.0 %.
TEST LOCATION ELEV. MOIST. LIFT
NO. (FT) (%) NO.
1 C/L of Stratton, W side -1' 7.8 1
of pipe #154 @ top of pipe
• 2 C/L of Stratton, E side -17 7.2 1
of pipe #154 @ top of pipe
3 C/L of Stratton, @ pipe grade 8.1 2
#154
4 C/L of Stratton, W side -1' 7.0 1
of pipe #152 @ top of pipe
5 C/L of Stratton, E side -1' 5.1 1
of pipe #152, @ top of pipe
6 C/L of Stratton, @ pipe #152 grade 9.8 2
Class A
Page 1 of 1
PROJECT N
CLIENT NO.
TEST DATE
LAB NO.
Opt. Moist
10.7
10.2
0.: 71-72-046
66
2/24 2/25
SH880192
Method
AASHTO T-99
AASHTO T-99
DENSITY (PCF) %
WET DRY MAX. COMP
108.1 100.3 100.3 100.0
107.5 100.3 100.3 100.0
112.9 104.4 100.3 104.1
108.9 101.7 100.3 101.5
106.3 101.2 100.3 100.9
117.4 107.0 106.0 100.9
REMARKS: ABOVE TESTS MEET THE MINIMUM REQUIREMENT OF 100% OF MAX. DENSITY.
TECHNICIAN:
R. Plemmons
RESPECTFULLY SUBMITTED,
ATEC ASSOCIATES,INC.
rOHN 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
ATEC Associates, Inc.
1779 Canova Street, S.E.
V
Palm Bay, Florida 32909
(305) 724-1273
•
REPORT
of
IN-PLACE DENSI'T'Y TESTS
PROJECT: Sebastian Highlands Unit 1117
CLIENT . General Development Corp.
TEST METHOD : ASTM D-292-2
WORK RELEASE: 3871-04
SOIL DESCRIrPTIOI Max . ,en
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) (°o) NO.
sub
i C/L of Barber St, S side grade 5.'i 1
of pipe #153,@ top of pipe
sub
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
Class
:'age 1 of
PROJECT NO
CLIENT NO.
TEST DATE
LAB NO.
Opt. Moist
10.2
71-72-046
66
x:/26; 88
SH880239
Method
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 MAX. DENSITY.
TECHNICIAN:
R. Plemmons
RESPECTFULLY SUBMITTED,
ATEC ASSOCIATES,INC.
'i,'vl LV �d ACX Q Q
OHN 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
C
ATEC Associates, Inc.
~f 1779 Canova Street, S.E.
Palm Bay, Florida 32909
(305) 724-1273
REPORT
of
IN-PLACE DENSITY TESTS
PROJECT: Sebastian Higliiandc Unit #17
CLIENT : General Development Corp.
TEST METHOD : ASTM D-2'2?
WORK RELEASE: 3871-04
SOIL DESCRIPTION Max.. Den
Dark brown and gray sand with trace 1106.0
of roots
FIELD TEST DATA
SPECIFIED MINIMUM PERCENT COMPACTION(PCF):100.0 °b.
TEST LOCATION ELEV. MOIST. LIFT
N0. (FT) (%) NO.
1 C/L of Empire, -1 ' 7_3
1
• 11V1 Vll rJ 1 LLL, V1 r'lt'V
2 L/S of Empire,
South side of pipe
3 C/11 of Empire
grade 8.7 2
Class A
Page 1. of 1
PROJECT NO
CLI%NT NO.
TEST DATE
LAS NO
�)pt
10.2
71-72-046
66
2i E"/ 88
SH880?41.
ME tho6
AASHTO T-99
DENSITY (PCF) %
WET DRY MAX. COMP
113.8 106.1 106.0 100,1
113.5 106.7 106.0 100.6
116.2 106.9 106.0 100.9
REMARKS: ABOVE TESTS MEET THE MINIMUM REQUIREMENT OF 100% OF MAX. DENSITY.
TECHNICIAN:
R. Plemmons
RESPECTFULLY SUBMITTED,
ATEC ASSOCIATES, INC.
JOHN W. HARTL" LEE P.E.,
•Corporate
VICE PRESIDENT
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
Consult,ne 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 2 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
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
pipe #156 S side
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.
l/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
•
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
Class A
Page 1 of 2
PROJECT NO.: 71-72-046
CLIENT NO. : 66
TEST DATE :2/22 2/23
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 keystone 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, DENSITY.
TECHNICIAN: R. Plemmons
RESPECTFULLY SUBMITTED,
ATEC ASSOCIATES,INC.
�i ccs V
JOHN W. HARLLEE P.E.,
•
VICE PRESIDENT
Offices: Cincinnati, OH
Corporate Office: Indianapolis. w
Raleigh, NC
Anchorage, AK Dallas, TX
Griffith, IN
Longmont, CO
Salisbury, MD Affiliates:
Atlanta, GA Dayton, OH
Huntsville, AL
Lousivilie, 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
!N -PLACE DENSITY TEST'S'
PROJECT: Sebastian Highlands Unit #i7
CLIENT : General Development C01.'p.
TEST METHOD : ASTM D-2922
WORT{ RELEASE: 3871-04
SOIL DESCRIPTION Mai:. Den
Dark brown and gray sand 106.0
with trace of roots
Class A
Page _ of
PROJECT NO.: 71-72-046
CLIENT N0. 66
TEST DATE 2/15 2/18
',AB NO. SH880174
Opt. Moi-, Method
10.2 AASHTO T-99
DENSITY (PCF) %
WET DRY MAX. COMP
111.7 107.5 106.0 101.4
110.5 105.1 106.0 99.1
112.2 106.9 106.0 100.8
110.3 106.0 106.0 100.0
111.8 105.7 106.0 99.7
113.3 106.6 106.0 100.6
REMARKS: ABOVE TESTS MEET THE MINIMUM REQUIREMENT OF 100% OF MAX. DENSITY.
TECHNICIAN:
R. Plemmons
FIELD
TEST DATA
SPECIFIED
MINIMUM PERCENT COMPACTION(PCF):100.0 %.
TEST
RESPECTFULLY SUBMITTED,
LOCATION
ELEV.
MOIST.
LIFT
N0.
(FT)
(%)
NO.
1 20'E
of
W headwall,S side
-4'
3.9
1
• of
pipe
#35 @ springline
VICE PRESIDENT
2 20'W
of
E headwall. , N side
-4'
5.1
1
ofpipe
Anchorage, AK
935 @ springiine
Griffith, IN
Longmont, CO
Salisbury, MD Affiliates:
3 Retest
Dayton, OH
of 92
-4'
5.0
1
4 30'E
of
W headwall,S side
-3'
4.1
2
of
pipe
#35
Chicago, IL
Gaitherburg, MD
Lexington, KY
5 30'W
of
E headwall,N side
-3'
5.7
2
of
pipe
#35
6 Retest
of 95
-3'
6.2
2
Class A
Page _ of
PROJECT NO.: 71-72-046
CLIENT N0. 66
TEST DATE 2/15 2/18
',AB NO. SH880174
Opt. Moi-, Method
10.2 AASHTO T-99
DENSITY (PCF) %
WET DRY MAX. COMP
111.7 107.5 106.0 101.4
110.5 105.1 106.0 99.1
112.2 106.9 106.0 100.8
110.3 106.0 106.0 100.0
111.8 105.7 106.0 99.7
113.3 106.6 106.0 100.6
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.,
•
VICE PRESIDENT
Corporate Office: Indianapolis. IN
Offices:
Cincinnati, OH
Raleigh, AJC
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-2-'922
WORK RELEASE: 3871-04
SOIL DESCRIPTION Max. Lien
Dark brown and gray sand 106.0
with trace of roots
FIELD TEST DATA
Class A
Page 2 of 2,
PROJECT NO
CLIENT NO,
TEST DATE
LAB NO.
Opt. Moist
10.2
71-72-046
66
:2/15 2/18
SHo80174
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
7 30'E of
W headwall,S
side -2'
6.9 3
114.1 106.8 106.0 100.7
• of pipe
#35
8 30'W of
E headwall,N
side
3
110.3 106.1 106.0 1QU.1
of pipe
#35
9 40'W of
W headwall,N
side -1'
9.0 4
116.8 107.1 106.0 101.0
of pipe
#35 C/L
10 40'E of
W headwall,S
Nide -1'
8.9 4
115.7 106.2 106.0 !00.2
of pipe
#35 C/L
11 25'E of
W headwall,S
sine grade
6.3 5
115.6 108.7 106.0 102.6
of pipe
#35
12 25'W of
E headwall,N
side grace
6.1 5
112.8 106.3 106.0 100.3
of pipe
#35
REMARKS: ABOVE TESTS MEET THE MINIMUM REQUIREMENT
OF 1000/0' OF MAX. DENSITY.
TECHNICIAN:
R. Plemmons
RESPECTFULLY SUBMITTED
TEC ASSO,CrLATES,INC.
JOHN W. HARLLEE P.E.,
SVICE
PRESIDENT
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
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
Consullmo Geotechnical / Materials Engineers and Environmenta! Scientists
ATEC Associates, Inc.
7 1779 Canova Street, S.E.
Palm Bay, Florida 32909
t (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
Gray and tan sand W/traces of root 100.3
Dark brown and gray sand W/traces 106.0
of root.
FIELD TEST DATA
SPECIFIED MINIMUM PERCENT COMPACTION(PCF):100,0 %.
TEST LOCATION ELEV. MOIST. LIFT
NO. (FT) (%) NO.
1 C/L of Stratton, W side -1' 7.8 1
of pipe #154 @ top of pipe
• 2 C/L of Stratton, E side
of pipe #154 @ top of pipe
3 C/L of Stratton, @ pipe
#154
-1' 7.2 1
grade 8.1 2
4 C/L of Stratton, W side -1' 7.0
of pipe #152 @ top of pipe
5 C/L of Stratton, E side -1' 5.1
of pipe #152, @ top of pipe
6 C/L of Stratton, @ pipe #152 grade 9.8
1
1
2
:lass A
Page 1 of 1
PROJECT NO.: 71-72-046
CLIENT NO. : 66
TEST DATE :2/24 2/25
LAB NO. SH880192
Opt. Moist Method
10.7 AASHTO T-99
10.2 AASHTO T-99
DENSITY (PCF) %
WET DRY MAX. COMP
108.1 100.3 100.3 100.0
107.5 100.3 100.3 100.0
112.9 104,4 100.3 104.1
108.9 101.7 100.3 101.5
106.3 101.2 100.3 100.9
117.4 107.0 106.0 100.9
REMARKS: ABOVE TESTS MEET THE MINIMUM REQUIREMENT OF 100% OF MAX. DENSITY.
TECHNICIAN:
R. Plemmons
RESPECTFULLY SUBMITTED,
ATEC ASSOCIATES,INC.
r�� Uj Naoliz-
JOHN W. HAHLLEE P.E.,
•
VICE PRESIDENT
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.
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: 3871-04
SOIL DESCRIPTION Max. Den
Tan and light brown sand 105.5
with traces of root.
FIELD TEST DATA
SPECIFIED MINIMUM PERCENT COMPACTION(PCF):100.0 %.
TEST LOCATION ELEV. MOIST. LIFT
NO. (FT) (%) NO.
1 N side of pipe, grade 4.0 1
• S bound lane, Center
2 S side of pipe, grade 4.2 1
S bound lane, Center
3 N side of pipe, grade 5.0 1
N bound lane, Center
4 S side of pipe, grade 4.1 1
N bound lane, Center
5 Center of bike path grade 4.5 1
Class A
Page 1 of 1
PROJECT NO.: 71-72-046
CLIENT N0, 66
TEST DATE 3/09/88
LAB NO. SH880279
Opt. Moist Method
9.0 AASHTO T-99
DENSITY (PCF) %
WET DRY MAX. COMP
111.7 107.3 105.5 101.7
110.4 106.0 105.5 100.5
112.3 106.9 105.5 101.3
110.7 106.3 105.5 100.7
111.0 106.2 105.5 100.6
REMARKS: ABOVE TESTS MEET THE MINIMUM REQUIREMENT OF 100% OF MAX. DENSITY.
TECHNICIAN:
R. Plemmons
RESPECTFULLY SUBMITTED,
ATEC ASSOCIATES,INC.
[.kl D��
JOHN W. HARLLEE P.E.,
Corporate Office: Indianapolis. IN
VICE PRESIDENT
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
Consuhmo Geotechnical / Materials Engineers. and Environmental Scientists
1
ATEC Associates, Inc.
1779 Canova Street, S.E.
Palm Bay, Florida 32909
� VV1_ (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
Dk.brown & tan sand W/traces of root 106.0
Light gray sand W/traces of root 101.0
Light gray sand W/traces of root 102.0
FIELD TEST DATA
SPECIFIED MINIMUM PERCENT COMPACTION(PCF):100.0 %.
TEST LOCATION ELEV. MOIST. LIFT
NO. (FT) (%) NO.
6 N side of pipe, -17 7.3 1
N bound lane, Center
7 S side of pipe, -1' 9.9 1
N bound lane, Center
8 N side of pipe, grade 5.8 2
N bound lane, Center
9 S side of pipe, grade 6.2 2
N bound lane, Center
Mass A
Page 2 of 2
PROJECT NO.: 71-72-046
CLIENT NO. 66
TEST DATE 3/08/88
LAB NO. SH880277
Opt. Moist Method
10.2 AASHTO T-99
9.0 AASHTO T-99
9.8 AASHTO T-99
DENSITY (PCF) %
WET DRY MAX. COMP
111.8 104.2 102.0 102.1-
114.0
02.=
114.0 103.8 102.0 101.8
110.5 104.4 102.0 102.4
111.2 104.7 102.0 102.7
REMARKS: ABOVE TESTS MEET THE MINIMUM REQUIREMENT OF 100% OF MAX. DENSITY.
TECHNICIAN:
R. Plemmons
RESPECTFULLY SUBMITTED,
ATEC ASSOCIATES,INC.
(:! ` "'' w
JOHN W. HARLLEE P.E.,
VICE PRESIDENT
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.
N7
REPORT OF IN-PLACE SOIL DEI\1SITY TESTS
:Ass
WAGE 1 Or 1
- - DATE 1/13 TO 1/18
PROJECT: SEBASTIAN HIGHLANDS UNIT r17 CLIENT' 66 PROJECT- 71-72-046
CLIENT: GENEFAL DEVELOPMEITF CORt�'ORK RELEASE,,' -'3871-04P.
TEST METHOD: AA= T-99 LAB?? SH880083 1
LAB0R ;TOR`• DATA
SG.L DESCRIPTION. DEL:SI Y DCF MOISTURE
A: GRAY AI's TAN SAND WITH TRACES OF ROOTS 100.3 10.7 JI
_B: _T Tr,17
TEST RESULTS
I
12 ! 106.71
HOIST.�IFT ; D�SIT�
1%
(PCF) 1Ap DEN
iT_1�_
T nNz
(��;•
12
108.6
j ARC.ADIA ST. C/L c; DRNJ 17-1
102.0
I
5 RETEST OF #�: i -3' i 8.8
2
1/13 1 i E. SIDE OF PIPE T-752 @ SPRINGLII��
! -�'
8.9 1 1 ' 110.6 (101.5
100.5 I
1100.3
A3 2 P. SIDE @ DRO���/ N. SIDE OF PIPE
i ! '
i 7.7 i 1 110.2
102.3
1100-13
COMP.
101.2
102.0
3 i C/L @ DROW/ E. SIDE OF PIPE ! -3 6.0
12 ! 106.71
100.7
100.3
100.3
4 I C/L @ DROW/ W. SIDE OF PIPE i -3' 1 8.8
12
108.6
99.8
102.0
96.9
5 RETEST OF #�: i -3' i 8.8
2
j 109.7
j 100.8
100.3
100.5 I
6
ICL @ DROW/ E. SIDE OF PIPE -2'
5.1
3
1 105.11
100.0
100.3
I
99.7
7 C/L @ DROW/ N. SIDE OF PIPE -2'
7.4
1 3
1 105.91
98.5
100.3
, 98.2
8
RETEST OF #6 -2'
1 4.0
1 3
1 106.81
102.7
1 100.3
1 102.4
9
I
RETEST OF #=7 , -2'
6.2 1
3
1 106.7
100.4 1
100.3
100.1
10
I C/L @ DROW/ E. SIDE OF PIPE
-1'
5.3
4
105.5
100.3 1
100.3 1100.0
11
C/L @ DROW/ W. SIDE OF PIPE
-1'
5.8
4
106.2
100.3
100.3
100.0
.
l
TIE ABOVE TESTS MEET THE MINT_ t M RE MPJH2 IDU OF 100% OF MA)MlN DENSITY.
TEST AT GRADE WILL BE MADE ON COMPACTED SUBGRADE.
R. PLEMNS .
TFMgICIAN:
Corporate Office: Ind,anapoits.IN'
Offices:
Cincinnati, OH
Raleigh, NC
Anchorage, AK
Dallas. TX
Griffith. IN
Longmont, CO
Salisbury, MD
Affiliates:
Atlanta, GA
Dayton, OH
Huntsville, AL
Lovsiville, KY
Savannah, GA
Alexandria. VA
Saltimote, AID
Denver, CO
Indianapolis, IN
Miami, I'L
Toledo. OH
Chanliby. VA
Firminnham -1
P W9vnn IN
.10rk Snnvilla FI
1t....r.....-..•... .. I
-•- - -
N_- �'�
ATEC Associates, Inc.
1779 Canova S, eet, S.E.
` Palm Bay, Florida 32909
(305) 724-1273
REPORT
Gf
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
FIELD TEST DATA
SPECIFIED MINIMUM PERCENT COMPACTION(PCF):100.0 %.
TEST LOCATION ELEV. MOIST. LIFT
NO, (FT) ( % ) NO.
1 Waterline @ pipe #35,N End -2' 1
• 2 Waterline @ pipe 935,S End -1' S.9 `'
3 Waterline @ pipe 935,N End grade 5.9 3
Class A
Page 1 of 1
PROJECT NO
CLIENT NO.
TEST DATE
LAB NO.
Opt. Moist
10.2
71-72-046
66
2/17/88
SH880173
Method
AASHTO T-99
DENSITY (PCF)
%
WET
DRY
MAX.
COMP
111.5
108.0
106.0
101.8
113.4
107.0
106.0
101.0
113.6
107.2
106.0
101,1
REMARKS: ABOVE TESTS MEET THE MINIMUM REQUIREMENT OF 100% OF MAX. DENSITY.
TECHNICIAN:
R. Plemmons
RESPECTFULLY SUBMITTED,
ATEC ASSOCIATES,INC.
(govA to"V,
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
COnSUIl!na Geotechnical / Materials Fnoineers 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 #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
Class A
Page 1 of 1
PROJECT NO.: 71-72-046
CLIENT NO. 66
TEST DATE 3/18/88
LAB NO. SH880302
Opt. Moist Method
9.8 AASHTO T-99
DENSITY (PCF) %
WET DRY MAX. COMP
112.4 102.1 102.0 100.2
106.3 102.5 102.0 100.5
107.0 103.1 102.0 101.1
REMARKS: ABOVE TESTS MEET THE MINIMUM REQUIREMENT OF 100% OF MAX. DENSITY.
TECHNICIAN:
R. Plemmons
FIELD
TEST DATA
SPECIFIED MINIMUM
PERCENT
COMPACTION(PCF):100.0
%.
TEST
RESPECTFULLY SUBMITTED,
LOCATION
ELEV.
MOIST. LIFT
NO.
ATEC ASSOCIATE��S��,,"
(FT)
(%) NO.
1 W
shoulder
of Justine,
-2'
10.1 1
pipe
#14
•Below
P.E,,
2 W
shoulder
of Justine
-1'
3.7 2
N
of pipe
#14
Offices:
Cincinnati. OH
3 W
shoulder
of Justine
grade
3.8 3
S
of pipe
#14
Salisbury, MD
Affiliates:
Class A
Page 1 of 1
PROJECT NO.: 71-72-046
CLIENT NO. 66
TEST DATE 3/18/88
LAB NO. SH880302
Opt. Moist Method
9.8 AASHTO T-99
DENSITY (PCF) %
WET DRY MAX. COMP
112.4 102.1 102.0 100.2
106.3 102.5 102.0 100.5
107.0 103.1 102.0 101.1
REMARKS: ABOVE TESTS MEET THE MINIMUM REQUIREMENT OF 100% OF MAX. DENSITY.
TECHNICIAN:
R. Plemmons
RESPECTFULLY SUBMITTED,
ATEC ASSOCIATE��S��,,"
INC.
6zuo'� W
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
Fl. 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.
VV1770 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
Gray and tan sand 100,3
Brown sand with marl and shell 114.4
FIELD TEST DATA
SPECIFIED MINIMUM PERCENT COMPACTION(PCF): 95.0 %.
TEST LOCATION
ELEV.
MOIST.
LIFT
NO.
(FT)
(%)
NO.
BACKFILL OVER ARMOURED PIPE
CROSSING/WATERLINE
.1 C/L of Barber @ Stratton
-8"
8.4
2
Subgrade
Jacksonville. FL
Montgomery, AL
Gaitherburq. MD
2 R/S of Barber @ Stratton
-18"
3.5
1
Backfill
Class A
Page 1 of 1
PROJECT NO.: 71-72-046
CLIENT NO. 66
TEST DATE 5/23/88
LAB NO. SH880854
Opt. Moist Method
10.7 AASHTO T- 99
8.3 AASHTO T-180
DENSITY (PCF) %
WET DRY MAX. COMP
122.3 112.8 114.4 98.6
104.1 100.6 100.3 100.3
REMARKS: ABOVE TESTS MEET THE MINIMUM REQUIREMENT OF 95% OF MAX. DENSITY.
TECHNICIAN: R.Plemmons
Offices:
Ancr nrage. AK
Atlanta, GA
Baltimore MP
Bununghar-i AL
C;ntcaao. !_
RESPECTFULLY SUBMITTED,
ATEC ASSOCIATES,INC.
6e-cw c.k>> '�"Q_QQQ _
JOHN W. HARLLEE P.E.,
VICE PRESIDENT
Raleigh NC
Corporate Office:Indanapols Iry
Cincinnati OH
Affiliates:
Savannah, GA
Dallas TX
Griffith. IN
Longmont, CO
Dayton. OH
Huntsvule, AL
Lousiville. KY
Denver. CO
Indianapolis, IN
Miami. FL
Ft Wayne. IN
Jacksonville. FL
Montgomery, AL
Gaitherburq. MD
Lexinqton KY
Nashville. TN
Raleigh NC
Salisbury, MD
Affiliates:
Savannah, GA
Toledo. OH
Cnan!'. ,
Washington. DC
Newnrw! r.• :.`
West Palm Beach, FL
Nonni. \%•
0
1/26
26
/26
1/26
1/27
ATEC Associates, Inc.
5779 Canova Street, S.,_
Palm Gay. Florida 32909
REPORT OF IN-PLACE SOIL DENSITY TESTS
CLASS A
PAGE 1 CF 1
1/26 TO 1/27
PROJECT: SEBASTIAN HIGHLANDSUN11 #17 CLIENT -tai 66 PROJECT# 71-72-046
-CLIENT: GENERAL DEVELOPMENT CORP. WORK RELEASE#
TEST METHOD: AASHTO T-99 LAB# SH880137
LABORATO=,_' DATA
SOIL DESCRIPTION:
X. DRY
DENSITY PCF
OPTIMUM
MOISTURE
HOIST.
i
CRAY AND TAN SAND
100.3
10.7
COMP.
o
Birmingham. AL
1 Iwaterline
@ pipe 0 and drow
17-3 SOUTH SIDE OF SD #40
-4'
TEST ?=TS
RAC'RFTT .T . /WATF'RT .TNF.
TEST
., I
LE,,' .
�-
HOIST.
i
LIFT
I DENSITY ( PCF)
MAX. DEN' .j
COMP.
o
Birmingham. AL
1 Iwaterline
@ pipe 0 and drow
17-3 SOUTH SIDE OF SD #40
-4'
17.2
2
1108.9
101.5
100.3
101.2
2 117-3,
NORTH SIDE OF SD #40
-3'
9.2
! 3
1109.9
100.7
100.4 ,
3
17-33 SOUTH SIDE OF SD #40
-2'
7.6
4
111.4
103.5
103.2
4 I17-33
NORTH SIDE OF SD #40
-1'
8.2
5
1108.5
100.3
100.3
5
17-3, CENTER OF PIPE
GRADE
6.6
6
108.7
102.0
101.7
l
I
REMARKS: THE ABOVE TESTS MEET THE M MMUM RWRE[4E2-JT OF 100% OF MAXIMUM DENSITY.
R. E44225
TECHNICIAN:
Offices:
Cincinnati, OH
Anchorage, AK
Dallas, TX
Atlanta, GA
Dayton, OH
Baltimore, MD
Denver, CO
Birmingham. AL
Ft. Wayne. IN
Corporate Offwe: Indianapolis. IN
Griffith, IN
Longmont. CO
Huntsville, AL
Lousiville, KY
Indianapolis, IN
Miami, FL
Jacksonville. FL
Montoomerv. AL
Raleigh, NC
Salisbury, MD
Savannah, GA
Toledo, OH
Washington, DC
Affiliates:
Alexandria, VA
Chanbly. VA
Newport Neves. VA