HomeMy WebLinkAboutWater DensityATEC 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
Gray and tan sand 100.3
Brown sand with marl and shell 114.4
FIELD TEST DATA
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
SPECIFIED MINIMUM PERCENT COMPACTION(PCF): 95.0 %.
TEST LOCATION ELEV. MOIST. LIFT DENSITY (PCF) %
NO. (FT) (%) NO. WET DRY MAX. COMP
BACKFILL OVER ARMOURED PIPE CROSSING/WATERLINE
•1 C/L of Barber @ Stratton -8" 8.4 2 122.3 112.8 114.4 98.6
Subgrade
2 R/S of Barber @ Stratton -18" 3.5 1 104.1 100.6 100.3 100.3
Backfill
REMARKS: ABOVE TESTS MEET THE MINIMUM REQUIREMENT OF 95% OF MAX. DENSITY.
TECHNICIAN: R.Plemmons
40
Offices:
Anchnrage,AK
Atianta. GA
Baltimore Mf-)
f;i,mingharn AL
is h!Can O. IL
Cincinnati OH
Dallas TX
Dayton. OH
Denver. CO
Ft Wayne, IN
Ga the.rburq, MD
RESPECTFULLY SUBMITTED,
A.TEC ASSOCIATES,INC.
xR, JC;HR'--,W . HA.RLLL19-� P. E . ,
PRESIDEN.=
Corporate Office:
Indianapolis IN
Griffith. IN
Salisbury, # i4tal8s:
Longmont, CO Salisbury. MD
Huntsville. AL
Lousiville, KY Savannah, GA Alexano,a •'
Indianapolis, IN
Miami. FL Toledo, OH Cnani0iv '
Jacksonville. FL
Montgomery, AL Washington, DC Newo^.rt Nexs
Lexington KY
Nashville, TN West Palm Beach, FL Nrvrni. \':•
ATEC Associates, Inc.
1779 Canova Streel. S.C.
Palm Gi?y.F!o;ida 32909
•
REPORT OF IN-PLACE SOIL DENSITY TESTS
1/26
*26
26
1/26
1/27
CLASS A
PAGE 1 OF 1
1/26 TO 1/27
PROJECT: SEBASTIAN HIGHLANDS UNIT #17 CLIENT# 66 PROJECT# 71-72-046
CLIENT: GENERAL DEVELOPMF2NT CORP. WORK RELEASE#
TEST METHOD: AASHTO T-99 LAB# SH880137
LABORATORY DATA
SOIL DESCRIPTION:
MAXII.
DENSITY PCF
OPTIMUi1
MOISTURE
IST .
CRAY AND TAN SAND
100.3
10.7
COMP.
Dallas. TX
!waterline
@ pipe #40 and drow
17-3 SOUTH SIDE OF SD 040
-4'
TEST =TS
RArv. F'TT 7./WATRRT.TMP
TEST
NN I
LE�,' .
r 17-
IST .
IFT
DENSITY ( PCF)
MAX.DE1N.j
COMP.
Dallas. TX
!waterline
@ pipe #40 and drow
17-3 SOUTH SIDE OF SD 040
-4'
17.2
2
1108.9
101.5
100.3
1 101.2
2 117-3,
NORTH SIDE OF SD 0,40
-3'
9.2
3
1109.9
100.7
100.4
3
17-3, SOUTH SIDE OF SD #40
-2'
7.6
4
111.4
103.5
103.2
4 117-3,
NORTH SIDE OF SD #40
-1'
8.2
5
1108.5
100.3
100.3
5
17-3, CENTER OF PIPE
IGRADE,6.6
6
1108.7
102.0
"
101.7
I
RTI�tARKS: THE ABOVE TESTS MEET THE MINIMUM RDQLI NT OF 100'/. OF MAXIMUM DENSITY.
Raleigh. NC
Salisbury. MD
Savannah. GA
Toledo. OH
Washington, DC
Affiliates:
Alexandria. VA
Chan(iy. VA
Newport News. VA
Corporate Office* Indianapolis. IN
Offices:
Cincinnati. OH
Anchorage. AK
Dallas. TX
Griffith. IN
Longmont CO
Atlanta. GA
Dayton. OH
Huntsville. AL
Lousiville. KY
Baltimore. MD
Denver. CO
Indianapolis. IN
Miami. FL
Birmingham. AL
Ft Wayne. IN
Jacksonville, FL
Montgomery, AL
Raleigh. NC
Salisbury. MD
Savannah. GA
Toledo. OH
Washington, DC
Affiliates:
Alexandria. VA
Chan(iy. VA
Newport News. VA
•
1/29
29
i
ATEC Associates, Inc. C1..',SS A
:779 Ganova SlrnCl. S.
"alm Da;. =lpnda ,2900 PAGE 1 OF 1
REPORT OF IN-PLACE SOIL DENSITY TESTS
/-)n
�r �r
PROJECT: SEBASTIAN HIGHLANDS UNIT #17CLIENT# 66 PROJECT# 71-72-046
CLIENT: GENERAL DEVELOPMENT CORP. WORK RELEASE# 3873-04
TEST METHOD: AASHTO T-99 LAB'' SH880147
LABORATORY DATA
SOIL DESCRIPTION:
n
DENSITY PCF
j OPPTIMU,11
`MOISTURE %
JOIST.
(01
A: LIGHT GRAY SAND WITH TRACE OF ROOTS
102.0
9.8
COMP.
B: GRAY AND TAN SAND
1100.3
10.7
TEST P=SULTS
TEST
w
T � �T
T .
1.
JOIST.
(01
IFT
DENSITY ( PCF)
MAX . Dom' .
COMP.
Birmingham, AL
1
CEOF WATER LINE @ PIPE #20 1-2.5'
I
4.4
I 1
1105.8
1101.3
'
( 100.3
1101.0
2 (
" " " ,-1.5'
5.2
! 2
1107.8
102.5
1102.0
102.2
3
1GRADE
4.5
-
1107.6
103.0
1102.07
101.0
I
(
1
I
1
I
1
REMARKS: THE ABOVE TESTS INET THE MINIKH P.F�OF 1007. OF MAXIMUM DENSITY.
• R. PLEMMONS
TECHNICIAN:
Offices:
Cincinnati, OH
Anchorage, AK
Dallas, TX
Atlanta, GA
Dayton, OH
Baltimore, MD
Denver, CO
Birmingham, AL
FL Wayne, IN
Corporate Office: Indianapolis. IN
Griffith, IN
Longmont. CO
Huntsville. AL
Lousiville, KY
Indianapolis. IN
Miami, FL .
Jacksonville, FL
Montgomery. AL
Raleigh, NC
Salisbury, MD
Savannah, GA
Toledo, OH
Washington, DC
Affiliates:
Ale> UWQ. VA
ChWt&y. VA
Newport News. VA
0
0
ATEC Associates, Inc. CLASS A
XV/,,779 Cano•+a Street. S.E.
Palm Day. Florida 32909 PAGE 1
1305) 72:-1273
REPORT OF IN-PLACE SOIL DENSITY TESTS
OF 1
1/22/88
PROJECT: SEBASTIAN HIGHLANDS UNIT #17 CLIENT# 66 PROJECT# 71-72-046
CLIENT: GENERAL DEVELOPMENT CORP. WORD: RELEASE# 3873-04
TEST METHOD: AASHTO T-99 LAB# SH880122
LABORATORY DATA
FSOIL DESCRIPTION:
DENSITY PCF
10ISTURE %
IST.
LIGHT GRAY SAND WITH TRACE OF ROOTS
102.0
9.8
COMP.
0
Longmont, CO
1
WATER LINE AT STORM DRAIN #165 E.SID
-1'
TEST RESULTS
. i • mr+n TT T1T
TEST
i�n�,tu t� vvni:�� 1 11 L
T
Corporate Office: Indianapolis. IN
IST.
IFT
DENSITY (PCF)
MAX -DEN.
COMP.
0
Longmont, CO
1
WATER LINE AT STORM DRAIN #165 E.SID
-1'
7.6
1
112.5
104.6
102.0
102.6
2
" " " W.SIDE
GRADE
8.1
2
112.9
104.4
102.0
102.4
West Palm Beach. FL
Noftk VA
RKS: THE ABOVE TESTS MEET THE MINIMUM REQUIREMENT OF 100% OF MAXIMUM DENSITY.
REMA
PIPE #165 IS ON DUNCAN STREET. /f
,11, GA I , 1. mel
R. r. QN
M_
Corporate Office: Indianapolis. IN
Offices:
Anchorage, AK
Cincinnati, OH
Dallas. TX
Griffith. IN
Longmont, CO
Raleigh. NC
Salisbury, MD
Affiliates:
VA
Atlanta. GA
Daylon, OH
Huntsville, AL
Lousiville. KY
Savannah, GA
Alexandria.
taanli VA
Chant
Baltimore. MD
Denver, CO
Indianapolis. IN
Jacksonville, FL
Miami, FL
Montgomery. AL
Toledo. OH
Washington. DC
NeM9on News. VA
Birmingham, AL
Chicaoo. IL
FL Wayne. IN
Gailherburo. MD
Lexinolon, KY
Nashville, TN
West Palm Beach. FL
Noftk VA
ATEC
VV
Associates, t nc.
2990 N.W. 40 Street
Miami, Florida 33142
(305) 633-2700 (Dade)
(305) 728-9044 (Broward)
CLASS A
REPORT OF IN-PLACE SOIL DENSITY TESTS
Client Not 66
Project Nos 71-72-046
Clients GEPtAL DEVELOPMENT CORP. 1 AR N0. SH 880082
Projects SABASTIAN HIGHLANDS UNIT 417 WR# 3871-04
Soil Description : GRAY AND TAN SAND WITH ROOTS
Max . Dry 100.3 Optimum 10.7
Density lbs/cu.ft. Moisture
Method AASHTO T-99
of Test:
Date of Test Elev.
Lift
Field
In -Place
Density
5.0
Test No.
kiaiiE Ft.
No.
Moisture
(lbs/cu.ft.)
compac-
t W lr.tc
BACKF'I�LLG�A'i
17-1 &
Percent
Wet
Dry
tion
water line at drow 17-1 &
1118
4 arcadia dr
e side
of sd 052
-2' 4
l,/13 1 arcadia dr e side of sd 952 -4'
2
6.2
107.8
101.5
101.2
water line at drow 17-1 &
17-1 &
R. pLD11MONS
ATEC
1113 2 a cadia_dr. w_side of sd #52 -3'
3
5.2
104.6
99.4
99.1
1/13
3 FTF:ST OF #2
-3' 3
5.0
1.06.5
101.5
101.2
water line
at drow
17-1 &
1118
4 arcadia dr
e side
of sd 052
-2' 4
6.3
107.3
100.9
100.5
Tech:
water line
at drow
17-1 &
R. pLD11MONS
ATEC
ASSOCIATES, INC.
0/18
5 arcadia dr.
w.side
of sd #52
-1' 5
5.0
105.7
100.7
100.4
Cincinnati, OH
Dallas. TX
Dayton, OH
water line
at draj
17-1 &
Baltimore, MD
Denver, CO
Indianapolis, IN
Miami, FL
Toledo, OH
1/18
6 arcadia dr.
e.side
of sd #52
GRADE
7.3
108.3
100.9
100.6
Remarks:
The above tests
meet the minimum requirement of 100
of maximum density.
Tech:
R. pLD11MONS
ATEC
ASSOCIATES, INC.
•
District
t d.)
Manger
Offlces:
Anchorage. AK
Atlanta, GA
Cincinnati, OH
Dallas. TX
Dayton, OH
Corporal: Office: K+eynapolis. IN
Griffith. IN Longmont, CO
Huntsville, AL Lousiville, KY
Raleigh, NC
Salisbury, MD
Savannah, GA
Affiliates:
Alexanona. VA
Baltimore, MD
Denver, CO
Indianapolis, IN
Miami, FL
Toledo, OH
Cnanully. VA
Birmingham, AL
Ft. Wayne, IN
Jacksonville, FL
Montgomery. AL
Washington; DC
Newport News. VA
Chicago, IL
Gaitherburg, MD
Lexington, KY
Neshvllie, TN
West Palm Beech, F;_
Novak VA
ATEC Associates, Inc.
1779 Canova Street, S.E.
\� vl� 14 Palm Bay, Florida 32909
(305) 724-1273
REPORT
Of
!N -PLACE DENSITY TESTS
PROJECT: Sebastian Highlands Unit #17
CLIENT : General Development Corp.
TEST METHOD . ASTM D-2°22
WORK RELEASE: 3873-04
SOIL DESCRIPTION Max. Den
Dark brown and gray -and 103.0
with trace of roots
Class A
Page 1 of
PROJECT NO
CLIENT NO.
TEST DATE
LAB NO.
Opt. Moist
10.2
71-72-046
66
2/17/88
SH860173
Method
AASHTO T-99
FIELD TEST DATA
SPECIFIED MINIMUM PERCENT COMPACTION(PCF):100.0 %.
TEST LOCATION ELEV. MOIST. LIFT DENSITY (PCF) °o
NO. (FT) (%) NO. WET DRY MAX. COMP
1 Waterline @ pipe #35,N End -2' 3.2 1 111.5 108.0 106.0
. 2 Waterline @ pipe #35,S End -1' 5.9 2 113.4 107.0 106.0
3 Waterline @ pipe #35,N End grade 5.9 3 113.6 107.2 106.0
REMARKS: ABOVE TESTS MEET THE MINIMUM REQUIREMENT OF 100°o OF MAX. DENSITY.
TECHNICIAN:
R. Plemmons
RESPECTFULLY SUBMITTED,
AATTQECC 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
Cons UI11no GeoleChniCal / Materials Fnaineer, and Fnwronmenlal
SCientisls
ATEC Associates, Inc. CLASS A
2990 N_w. 40 street LAB# SH880097
Miami, Florida 33142
• (305) 633-2700 (pada)
(305) 728-9044 (Broward)
REPORT OF IN-PLACE SOIL DENSITY TESTS
Client Not 66
GENERAL DEVELOPMENT CORP.
Project Not 71-72-046
Clients
•
Project: SEBASTIAN HIGHLANDS UNIT 417 WRQ 387104
Soil Description: A: DARK BROWN AND GRAY SAND WITH ROOTS B:LIGHT GRAY SAND
WITH TRACE OF ROOTS.
Max.Dry A:106.0 Optimum A:10.2 Method
Density B:102.O1bs/cu.ft. MoistureB:9.8 % of Test: AASHTO T-99
Date
of Test Elev.
Lift
Field
In -Place
Density
Anchorage. AK
Test
No. Test Location Ft.
No.
Moisture
(lbs/cu.ft.)
Baltimore. MO
compac-
I'At.., 111. u' , ,.. _ 1,
BACKFILL/WATERLINE
Percent
Wet
Dry
tion
1/14
1 WATERLINE @ STORM DRAIN —11
2
3.7
112.3
108.3
102.1 A
#,170. S.SIDE OF STORM DRAIN
1/14
2 WATERLINE @ STORM DRAIN
— —
#170, N.SIDE OF STORM DRAIN GRADE
3
6.1
108.5
102.3
100.3 B
Remarks: The above tests meet the minimum requirement of 100
of maximum density.
Techs
R. PLE21,10NS ATEC ASSOCIATESI, INC.
District Manger
Raleigh, NC
Salisbury, MD Afftllatet:
Savannah, GA AksarKww 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
Denier CO
I'At.., 111. u' , ,.. _ 1,
•
•
ATEC
Associates, Inc.
OPTIMUM
MOISTURE
1779 Canova Strcel. S.C.
Light gray sand with trace of roots
Palm day. Florida 32909
9.8
1305)
REPORT OF IN-PLACE SOIL DENSITY TESTS
PROJECT: Sebastian Highlands Unit #17
CLIENT: General Development Corp.
TEST METHOD: AASI�TO T-99
CLASS A
PAGE 1 OF 1
7 /I, /QQ
UA I r -r —_, --
CLIENT# 66 PROJECT# 71-72-046
WORK RELEASE# 3873-04
LAB# SF880162
LABORATORY DATA
SOIL DESCRIPTION:
MAX • DRY
DENSITY PCF
OPTIMUM
MOISTURE
10IST.
o
Light gray sand with trace of roots
102.0
9.8
COMP.
v
Gray and tan sand
103.0
10.7
Huntsville, AL
TEST RESULTS
U1 r
T
T
TT
LEE7
� 1
10IST.
o
IFT
DENSITY (PCF)
MAX.DEN.
COMP.
v
Birmingham, AL
1
Waterline North of pipe #15 1-21
Huntsville, AL
15.7
1
108.9
103.0
102.0
101.0
2
South " '-1'
Montgomery, AL
13.6
2
117.9
103.8
102.0
101.8
3
North " " "
grade
6.1
1 3
106.5
100.3
103.0
100.0
The above tests meet the minimu-n requirement of 1007. of maximLn density.
R. Plemmons
TECHNICIAN:
Offices:
Cincinnati, OH
Anchorage, AK
Dallas, TX
Atlanta, GA
Dayton, OH
Baltimore, MD
Denver, CO
Birmingham, AL
Ft. Wayne, IN
Corporate Office: Indianapolis. IN
Raleigh, NC
Griffith, IN
Longmont, CO
Salisbury, MD
Affiliates:
Huntsville, AL
Lousivilie, KY
Savannah, GA
Alexandria. VA
Indianapolis, IN
Miami, FL
Toledo, OH
Cnantilfy, VA
Jacksonville, FL
Montgomery, AL
Washington, DC
Ne+YPon News. VA
ATEC Associates, Inc.
1779 Canova Street, S.E.
Palm Bay, Florida 32909
(305) 724-1273
REPORT
of
IN-PLACE DENSITY TESTS
PROJECT: Sebastian Highlands Unit #17
CLIENT : General Development Corp.
TEST METHOD : ASTM D-2922
WORK RELEASE: 3873-04
SOIL DESCRIPTION Max. Den
Light gray sand W/traces of root 102.0
Dark brown and gray sand W/traces 106.0
of root
Gray and tan sand W/traces of root 100.3
FIELD TEST DATA
SPECIFIED MINIMUM PERCENT COMPACTION(PCF):100.0 %.
TEST LOCATION ELEV. MOIST. LIFT
NO. (FT) M NO.
1 Waterline @ storm drain -23 4.8 1
• #153
2 Waterline @ storm drain grade 6.9 3
#153
3 Waterline @ storm drain -1' 10.0 2
#153
Class A
Page 1 of 1
PROJECT NO.: 71-72-046
CLIENT NO. 66
TEST DATE 2/26/88
LAB NO. SH880240
Opt. Moist Method
9.8 AASHTO T-99
10.2 AASHTO T-99
10.7 AASHTO T-99
DENSITY (PCF) %
WET DRY MAX. COMP
107.6 102.6 102.0 100.6
114.3 107.0 106.0 101.0
111.5 101.3 100.3 101.0
REMARKS: ABOVE TESTS MEET THE MINIMUM REQUIREMENT OF 100% OF MAX. DENSITY.
TECHNICIAN: R.
Plemmons
RESPECTFULLY SUBMITTED,
ATTjECC ASSOCIATES,INC.
(/ )'ii C,cJ W6-ao
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
Consultino Geotechnical / Materials Enoineers and Environmental Scientists