HomeMy WebLinkAboutConcreteATEC Associates, Inc.
vy1.779 Canova Street, S.E.
Palm Bay, Florida 32909
(407) 724-1273
RE 01--i
of
u,,,y TE -72
Proaect,: Sebastian Highlands Unit #;7
:moi l e, ni.
^
ri �_ St :lE:ti�i :"i is Atir i'1� _ _. 4:� cl ri (.: A-"'
Claws A
66 Pr oJectg : 7 i -72-04G
� f{-� n
C' \.rl
•yildtY s Cias: ' Ci/�
'11 1 ! /88,
C., . -- 1-" (e, J,C'.i".
Llocation of our :
w -a-r C:) SChulrlallin
Wal E:r Addud :
0 gals.
Drive, C e Nit;9
Corporate Office:
Indianapolis. IN
Offices:
Cincinnati. OH
V cr 7,
Anchorage, AK
Dallas, TX
Griffith, IN
�L;arl i y :
r
� cu.
yc�:..
Huntsville, AL
Class o L Concrete :
:J00 P.
'� S . I .
Denver, CO
lrucx Nu,.. ��r
'
Birmingham, AL
Ft. Wayne, IN
Slum o Cozicr ete :
�,..
,i 1 % u
Chicago. IL
m, ,-,,.
11G21� v N -'u um
, .,..,r7..
: iiJV J7U
Nashville, TN
ColnJ.raC or: Derr ico
Construction
; ng lime
30
Admixture: 2ro Calcium
Bldg. Permit
No.:
N/A
uppl icr : Russell
Concrute Inc:.
V .Beach
Cy 1 iriders Cast
By:
R. Plemmons
r uukyp:_:.
_ ....
•
Al---
rrrE SlOii :teS11
U�
CC?rLcrettr: iE::r.�. .
Air
Coo e
Muria Sect. Area
Crushing
Crushing
: treng1.1"4 Aver.
Age
Due
Sq . Inch
"oad ( lbs)
(I'LIL; pGr
sq. i nch)
Days
Dat -!
15 2°v.27
iGS,GCC
37iC
7
3/''t/8G
i5 28.27
;35,OC
4540
28
4/14/88
Remarks:
0
f-111 IM, 4
J.
♦fad. V ��f' .,:J v t.� �. i u V
A
_
t� ti. ♦ r.. .
, �
Corporate Office:
Indianapolis. IN
Offices:
Cincinnati. OH
V cr 7,
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
Chicago. IL
Gaitherburg, MD
Lexington, KY
Nashville, TN
f-111 IM, 4
J.
♦fad. V ��f' .,:J v t.� �. i u V
A
_
t� ti. ♦ r.. .
, �
VrWV'�v �✓.J
V cr 7,
Raleigh, NC
Salisbury, MD
Affiliates:
Savannah, GA
Aiezancna VA
Toledo, OH
Chantilly VA
Washington, DC
Newport News. VA
West Palm Beach, FL
Norfolk VA
ATEC Associates, Inc.
1779 Canova Street, S.E.
Palm Bay, Florida 32909
VV-
9
(407) 724-1273
•
REPORT
of
CONCRETE TESTS
Project: Sebastian Highlands Unit #17
C.,ir=_:nt,: :-c:>eras Developmer:t Corp.
T 1 f ru. rl rry t : (N ,y, ff 0 .
:.es•� Methou.• A .:M X43 a tc Ii 3�
Class A
Fuge 1 of 1
Date: 11/16/88
Client:+ : 66 Project: 71-72-046
Reluast-V . 3871 04
i.z b # u:: i3 c3 (. fa
Concrete (:y1_isuers Cast can :3/16/80
@ 10:50 am @ Job
Location of Pour: :y .c>rrn Drain 91V,9 Water Added: 9 gals.
f v.' SC; 11Umanr; 1 ) r i V
Quantity: 4 cu. yds.
Class of Concrete: 3000 F.S.I. Truck Number: 28
Slump of Concrete: 3/8•' Ticke Number: 100312
Contractor: Derrico Construction Mixing Time 40 Min.
Admixture: 2% Calcium Bldg. Permit No.: N/A
r ) J ;� 1 1 r' Cr ei.e I:'C . `% T)p rj' `i4Cr r Cu:_it By: R . Pi fimmons-
Supp er . u_ se �. mor. .. ach 1i>
T m.
T.rut��� . ype Dr u
0ff
Resp�ectfuily Submitted,
Compression Test
Concrete Tema.:
Atea Associates,"Inc.
- Air
?dark Sect. Area
Crushing
Crushing Strength
Aver. lige
Due
Sq. incl'
Load(lbs)
(lbs per sq. inch)
Days
Date
14 28.27
120,500
4260
7
3/23/88
"18
G 2/
-L-7,500
r c� 0
15 1
.:8
4/13/88
28.27
136,000
4810
28
4/13/88
Remarks:
Resp�ectfuily Submitted,
Atea Associates,"Inc.
V01:1: W. rl a: ileo1 Y . E.
Vice Presider.-.;
Corporate Office: Indianapolis. IN
Offices:
Cincinnati, OH
Raleigh, NC
Affiliates:
Anchorage, AK
Dallas, TX
Griffith. IN
Longmont, CO
Salisbury, MD
Aiexandna. VA
Atlanta. GA
Dayton, OH
Huntsville, AL
Lousiville, KY
Savannah, GA
Chantilly. VA
Baltimore, MD
Denver. CO
Indianapolis, IN
Miami, FL
AL
Toledo, OH
Washington, DC Newport News. VA
Birmingham, AL
Chicago, IL
Ft. Wayne, IN
Gaitherburg. MD
Jacksonville, FL
Lexington, KY
Montgomery,
Nashville, TN
West Palm Beach. FL Norfolk. VA
ATEC
Associates, Inc.
Crushing Strength
Aver, Age
Due
Sq. Inch
Canova Street, S.E.
(lbs per sq. inch)
Days
Date
VV1779
Palm Bay, Florida 32909
4390
7
3/18/88
28.27
(407) 724-1273
5310 un
23'
4/08/88
•
152,500
530-0
28
4/08/88
REPORT
Class
A
•
Page
1 of 1
CONCRETE TESTS
Corporate Office:
Indianapolis. IN
Offices:
Cincinnati, OH
Date:
3/11/0)8
Project:
Sebastian Highlands Unit #17
Client#: 66
Project#:
71-72-046
Client:
C;eneral Development Corp.
Huntsville. AL
Release.+:
8871-04
ie,283
st Met1,od:
A .hJ C14L3 a AS,.M C
Indianapolis, IN
�.,u1, #�:
�Y...�£>G
Birmingham, AL
3 Concrete C:yl.' rjders
Case on 3/11/88
Montgomery, AL
Washington, DC Newport News. VA
C 12:35
pm @ Job
Lexington, KY
Nashville, TN
Location
of Four:1;c'r,umann T . N bound
Water Added: 0
gals.
In Pipe
crossings 174 & 111-A Bike Pate,
Quantity : £i
cu. yds.
Class of
Concrete: 3000 PSI
Truck Number:
7
Slump of
Concrete: 5/3"
Ticket Number:
99808
Contractor:
Derrico Construction
Mixing Time
32 Min.
Admixture:
2% calcium
Hing. Permit No.: N/A
Supplier.
: Ruz.crz;_' Concrete I -c . (Vero)
C;�__ dprs Cast
may. eM..,r:.,...
;'ruck ''Ype:
Drum
•
A i r i
Temp Compression Test Concrete }emp.:
Asir Content:
Mark Sect. Area
Crushing
Crushing Strength
Aver, Age
Due
Sq. Inch
Load(lbs)
(lbs per sq. inch)
Days
Date
1.3 28.27
124,000
4390
7
3/18/88
28.27
1501000
5310 un
23'
4/08/88
28.27
152,500
530-0
28
4/08/88
Remarks:
Respectfully Submitted,
Atec Associates, Inc.
,v+
-
P."
o: r W. _.�rllcsU "
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
ATEC
Associates,
Inc.
Canova Street, S.E.
Air Temp.:
vy1779
Palm Bay, Florida 32909
Compression Test
Concrete Temp.:
Respectfully Submitted,
(407) 724-1273
Air Content:
Atec Associates,
•
Crushing
Crushing Strength
Aver. Age
Due
Sq. Inch
Load(lbs)
REPORT
Class
A
22 28.27
172,000
of
Page
1 of 1
28.27
CONCRETE
TESTS
28
6/03/88
Offices:
183,500
6490
Date:
5/05/88
Project:
Sebastian Highlands
Unit #17 Client#: 66
Project#:
71-72-046
Client:
General Development
Corp.
Release#:
3871-04
Test Method:
Denver. CO
Lab #:
SH880687
3 Concrete Cylinders Cast on 5/05/88
@ 12:05 pm @ Job
Location of Pour: Pond #2 Section #7 Water Added: 0 gals.
Wall Cap
Quantity: 10 cu. yds.
Class of Concrete:Dot class 2 Truck Number: 3731
Mix #1656
Slump of Concrete: 3" Ticket Number: 1560-196164
Contractor: General Development Corp. Mixing Time : 15 min.
Admixture: N/A Bldg. Permit No.: N/A
Supplier: Rinker Materials Cylinders Cast By: T.Bass
Truck Type: Drum
•
Air Temp.:
Remarks:
Compression Test
Concrete Temp.:
Respectfully Submitted,
Air Content:
Atec Associates,
Mark Sect. Area
Crushing
Crushing Strength
Aver. Age
Due
Sq. Inch
Load(lbs)
(lbs per sq. inch)
Days
Date
22 28.27
172,000
6080
7
5/12/88
28.27
177,000
6260
28
6/03/88
Offices:
183,500
6490
28
6/03/88
Remarks:
Respectfully Submitted,
Atec Associates,
John W,? Harllee, P.E.
•
Vice President
Corporate Office:
Indianapolis IN
Offices:
Cincinnati. OH
Raleigh. NC 4 :
Anchorage. AK
Dallas. TX
Griffith. IN
Longmont. CO
Salisbury, MD , ttiliates:
Atlanta. GA
Dayton. OH
Huntsville. AL
Lousiville, KY
Savanrya GA Aeaano❑a "A
Baltimore. MD
Denver. CO
Indianapolis. IN
Miami. FL
Toledo. (5M, V,, C;?%% Cnaniill VA
Birmingham, AL
F1 Wayne, IN
Jacksonville. FL
Montgomery, AL
Washington, DC Newprrt News 'vA
Ch carto. IL
Gaitherburq, MD
Lexington. KY
Nashville. TN
West Palm Beach, FL Nor+nl• VA
Consumes , ('oolorr nwai Mato, a- F�. , a ,,,.,, " ,
ATEC Associates, Inc.
vy1779 Canova Street, S.E.
Palm Bay, Florida 32909
(407) 724-1273
• REPORT Class A
of Page 1 of 1
CONCRETE TESTS
Date: 5/04/88
Project: Sebastian Highlands Unit #17 Client#: 66 Project#: 71-72-046
Client: General Development Corp. Release#: 3811-04
Test Method: Lab -:9: SH880686
3 Concrete Cylinders Cast on 5/04/88
@ 3:35 pm @ Job
Location of Pour: Pipe Crossing Water Added: 0 gals.
Alhambra Ave. &. Bristol Dr.
Quantity: 8 cu. yds.
Class of Concrete: 3000 PSI Truck Number: 23
Slump of Concrete: 2 3/4" Ticket Number: 102849
Contractor: Derrico Mixing Time : 3:30
Admixture: N/A Bldg. Permit No.: N/A
Supplier: Russel Concrete Cylinders Cast By: T.Bass
Truck Type: Drum
•
Remarks:
Resp ^t-4uliy SuJmittGd,
Air Temp.:
�r ec A's so ai s , Inc
Compression Test
Concrete Temp..
Air Content:
Mark
Sect. Area
Crusting
Crushing Strength
Aver. Age
Due
Sa, inch
Load(lbs)
(lbs per sq. inch)
Days
Date
2l
28.27
90,000
3180
7
5/11!88
21
28.27
119,000
4210
28
6/01/88
2i
28.27
125,000
4420
28
6/01/88
Remarks:
Resp ^t-4uliy SuJmittGd,
�r ec A's so ai s , Inc
r.
'onn W . arllee , P . E.
Offices:
Corporate Office:
Indianapolis IN
i. --e _71rf'=' 4 lae 1
Cincinnati. OH
Raleigh, NC
Anchorage. AK
Dallas TX
Griffith. IN
Longmont, CO
Salisbyry; MD Affiliates:
Atlanta. GA
Dayton. OH
Huntsville, AL
Lousiville, KY
Savanri tti-GA Ahpsannca
Balt mora MCt
Denver. CO
Indianapolis. IN
Miami. FL
Toledo. OH Cnanlily `;A
Birmingham AL
Ft Wayne, IN
Jacksonville. FL
,
Montgomery, AL
Washington, DC Newpnrt Nvws ',A
Chicago. IL
Gartherburq, MD
Lexington. KY
Nashville. TN
West Palm Beach, FL NnrtNr \'A
ConSuiP^v` Gnntecna,.
1"atca� : nnmr,,,t.f Sr. •,r,, ,
ATEC Associates, Inc.
VY1779 Canova Street, S.E.
Palm Bay, Florida 32909
(407) 724-1273
•
REPORT
of
CONCRETE TESTS
Project: Sebastian Highlands Unit #17
Client: General Development Corp.
Test Method:
Class A
Page 1 of
Date: 4/29/88
Client: 66 Project#: 71-72-046
Release#: 3871-04
Lab #: SH880650
3 Concrete Cylinders Cast on 4/29/88
@ 8:20 am @ Job
Location of Pour: 7 C.S. (2eawall Cap) Water Added:15 gals.
Class of Concrete:Dot class 2 vib mi..
# 1656
Slump of Concrete: 3 1/4"
Contractor: Contech
Admixture: N/A
Supplier: Rinker Materials
Quantity: 10 cu. yds.
Truck Number: 4037
Ticket Number: 1560-195658
Mixing Time : 44 min.
Bldg. Permit No.: N/A
Cylinders Cast By: R,Plemmons
Truck Type: Drum
Remarks:
•
Offices:
Anchoraqe. AK
Atlanta. GA
Baltimore MCI
Birmingharn AL
Cn cano IL
Corporate Office: Indianapolis IN
Cincinnati. OH
Air Temp.:
Dallas. TX
Griffith. IN
Longmont, CO
Davton. OH
Compression Test
Concrete Temp.:
Denver. CO
Indianapolis. IN
Miami. FL
Ft Wayne, IN
Air Content:
Montgomery, AL
Mark
Sect. Area
Crushing
Crushing Strength
Aver. Age
Due
Sq. Tnch
Load(lbs)
(lbs per sq, inch)
Days
Date
20
28.27
170,000
6010
7
5/06/88
20
23.27
201,000
7110
28
5/27/88
20
28.27
206,000
7290
28
5/27/88
Remarks:
•
Offices:
Anchoraqe. AK
Atlanta. GA
Baltimore MCI
Birmingharn AL
Cn cano IL
Respectfu,y„�nitted
Atec Asso'c"'afs, inc .
a
John W. Eartiee, r .B.
Vice President
Raleigh, NC
Salisbury, MD AtlilieteS`:
Savannah, GA aleianrn a ; t
Toledo, OH �;nanidr;
Washington, DC N�' 'n^" r r ,••s
West Palm Beach, FL
Corporate Office: Indianapolis IN
Cincinnati. OH
Dallas. TX
Griffith. IN
Longmont, CO
Davton. OH
Huntsville. AL
Lousiville, KY
Denver. CO
Indianapolis. IN
Miami. FL
Ft Wayne, IN
Jacksonville. FL
Montgomery, AL
Gartherburg, MD
Lexington. KY
Nashville. TN
Respectfu,y„�nitted
Atec Asso'c"'afs, inc .
a
John W. Eartiee, r .B.
Vice President
Raleigh, NC
Salisbury, MD AtlilieteS`:
Savannah, GA aleianrn a ; t
Toledo, OH �;nanidr;
Washington, DC N�' 'n^" r r ,••s
West Palm Beach, FL
ATEC Associates, Inc.
vy1779 Canova Street, S.E.
Palm Bay, Florida 32909
(407) 724-1273
•REPORT
of
CONCRETE TES"'S
Project: Sebastian Highlands Unit #17
Client: General Development Corp.
Test Method: ASTM 0143 ASTM C31
Class A
'age o�
Date: 4/22/88
Client#: 66 Project#: 71-72-046
Release#: 3871-04
Lab #: SH880588
3 Concrete Cylinders Cast on 4/22/38
@ 10:00 am @ Job
Location of Pour: Seawall Cap Water Added: 8 gals.
5 C.S.
Quantity: 10 cu, yds.
Class of Concrete:Dot Class 2 Truck Number: 3846
Vib mix 1656 3500 PSI.
Slump of Concrete: 4 3/4" Ticket Number: 1560 125148
Contractor: Contech Miring Time : 1 hr. 39 min.
Admixture: N/A Bldg. Permit No.: N/A
Supplier: Rinker materials Cylinders Cast By: R.Plemmons
Truck Type: Drum
• Air Temp.:
Compression Test Concrete Temp.: 86
Air Content:
Mark Sect. Area Crushing Crushing Strength Aver. Age Due
Sq. Inch Load(lbs) (lbs per sq, inch) Days Date
1° 23.27 1L56'000 55 07 4; 29/88
19 23.27 184,000 6511 28 5/20/38
189,000 6690 �8 5/20/88
Remarks: Respc-et'fi l2y.,Submitted I
A+e,c�Inc,
Join W. �:arlle�-- , . E .
• ir'be President
Corporate Office:Indanapolis IN
Offices: Cincinnati. OH Raleigh, NC
Anchorage. AK Dallas TX Griffith, IN Longmont, CO Salisbury, MD Affiliates:
Allanla. GA Dayton. OH Huntsville, AL Lousiville, KY Savarinah, GA eras .r'a
Balomore MI -t Denver, CO Indianapolis. IN Miami. FL Toledo, 014 • ` • Cnani'li"
Bumingharn AL Ft Wavne, IN Jacksonville, FL Montgomery, AL Washington, DC Newpnrl N(w.s
Chicano IL Gaitherburg. MD Lexington. KY Nashville. TN West Pa)m Beach,. FL Nor'01-
;'(rSi;qn.; l;enNrrnraA1a,e„arc F
ATEC Associates, Inc.
vy1779 Canova Street, S.E.
Palm Bay, Florida 32909
(407) 724-1273
•
REPORT Class A
of Page 1 of 1
CONCRETE TESTS
Date: 4/22/88
Project: Sebastian Highlands Unit #17 Client#: 66 Project#: 71-72-046
Client: General Development Corp. Release#: 3871-04
Test Method: ASTM, C143 ASTM C31 Lab #: SH880587
3 Concrete Cylinders Cast on 4/22/88
@ 8: 00 aa, @ job
Location of Pour: Seawall Cap Water Added: 15 gals, befor
6 C.S. 15 gals, after slump
Quantity: 10 cu. yds.
Class of Concrete:Dot Class 2 Truck Number: 4037
Vib mix 1656 3500 PSI.
Slump of Concrete: 2.5" Ticket Number: 1560 195146
Contractor: Contech Mixing Time : 38 min.
Admixture: N/A Bldg. Permit No.: N/A
Supplier: Rinker materials Cylinders Cast By: R.Plemmons
Truck Type: Drum
• Air Temp.:
Compression Test Concrete Temp.: 83
Air Content:
Mark Sect, Area Crushing Crushing Strength Aver. Age Due
Sq. Inch Load(lbs) ( lbs per 5q. inch) 'Days Date
18 28.27 168,000 5940 7 4/29/88
18 28.27 193,500 6840 28 5/20/88
18 28.27 185;500 6560 28 5/20/88
Remarks:
Respe*6tfully,.-Submitted,
Ateb'ks`so°cia-tes,' . lnc .
Join: W . Har 11 e , t_
•
V '• Pr e S i de..t
Corporate Office: Indianapolis IN
e
Offices:
Cincinnati. OH
Aaleigh,•NC
Anchorage. AK
Dallas, TX
Griffith, IN
Longmont, CO
Salisbury, 'MD Affiliates:
Atlanta.GA
Dayton. OH
Huntsville. AL
Lousiville, KY
Savannah, GA A'Paano-a
Bit III morP M('r
Denver, CO
Indianapolis, IN
Miami, FL
Toledo: OH . cnanl!li" :,
Birmingham AL
Ft Wayne, IN
Jacksonville. FL
Montgomery, AL
Washington, PC Ncrrpnr; News bA
Chicano IL
Gartherburg, MD
Lexington, KY
Nashville, TN
West Palm Beach' FL N0001- VA
ATEC
Associates, Inc.
'9 Canova Street, S E.
VY1
Palm Bay, Florida 32909
(407) 7241273
REPORT
of
CONCRETE TESTS
Project: Sebastian Highlands Unit #17
Client: General Development Corp.
Test Method:
Class A
Client#: 66 Project#: 71-72-046
Release#: 3871-04
Lab #: SH880403
3 Concrete Cylinders Cast on 4/06/88
@ am @ Job
Location of Pour: 3 C.S. Concrete Cap Water Added: 0 gals.
South end
Quantity: 10 cu, yds.
Class of Concrete:Class 2 Vib mix Truck Number: 173
DOT Material 4000 p.s.i.
Slump of Concrete: 3" Ticket Number: 220 16877
Contractor: Conteck Mixing Time 9:14
Admixture: N/A Bldg. Permit No.: N/A
Supplier: Tarmac Cylinders Cast By: D.Lewis
Truck Type: Drum
Air Temp.:
Compression Test
Concrete Temp.:
Air Content:
Mark Sect.
Area
Crushing Crushing
Strength
Aver. Age Due
Sq. Inch
Load(lbs) (lbs per
sq, inch)
Days Date
17
28.27
113,000 4000
7 4/13/88
17
28.27
183,500 6490
28 5/04/88
17
28.27
185,500 6560
28 5/04/88
Remarks:
Respectfully Submitted,
Atec Associates, inc.,.
John T4. EZarl lee , P , E:.
Vice president
007
Corporate Office:fn,.anapois
rr,
Offices:
Cincinnati OH
Raleigh, NC i
�'oAhlates:
Anchorage AK
Dallas TX
Griffith. IN
Longmont, CO
Salisbury. MD
Atlanta, (iA
Davlon OH
Huntsville, AL
Lousiville. KY
Savannah, GA
Rallminre MF;
Dnnvw CO
Indianapolis, IN
Miami, FL
Toledo. OH
flitmincthaw A;
Ft Wavne. IN
Jacksonville. FL
Montgomery, AL
Washington, DC
i'h cano I;
Ga:N'-rtrurg. MD Lexington KY
Nashville. TN
West Palm Beach. FL "" '•
•
ATEC Associates, Inc.
1.779 Canova Street, S.E.
Palm Bay, Florida 32909
(407) 724-1273
:ti���Ji�t•
vii iv liil•r+i. 7"E
i`I'V.iE'Ci : riEjili7Si icil Com.1:idlil: vnl
u116I1L: ii�Yi~'t'�.i ,�c�vu-.iopTilt:ri-i. �.•v1'j,.
:i.J'�...
viaSS
A
ciF, 0� y
�•_:iI'1, +: r.,6 1 UJt�c i i+ : i i" i cam.- �t17 YC
l
�-
•
Mark
st!c: L , Ar•t;a
U� Iii L,ii
1
n r+'7
Aver .
2 7
s 7 it , ll ✓,., li
V li L, G
f/ Ua^x/U0)
i.+o l=i':1-'v ... CJ is
ir'I ..�V Lim _. ..
r
�.
Corporate Office: Indianapolis. IN
_
Yi cu vt'•Y' �'�Ci l.0 f,'.'U V
ZA-L .
wJ V
1 �.w V• V uit�
L� t+ti /
Salisbury, MD Affiliates:
Huntsville, AL
Lousiville, KY
Savannah, GA Alexandria. VA
Indianapolis, IN
Miami, FL
Toledo, OH Chantilly VA
Jacksonville, FL
V'ia:.iJ C
C .rl VL'- L•.iV....
Lexington, KY
Nashville, TN
ri Vie l\ i��..ail bel
SIun /p o�
;
ATEC Associates, Inc.
V1779 Canova Street, S. E.
Palm Bay, Florida 32909
(407) 7241273
• REPORT Class A
of
CONCRETE TESTS
Project: Sebastian Highlands Unit #17 Client#: 66 Project#: 71-72-046
Client: General Development Corp. Release#: 3871-04
Test Method: ASTM C-134 ASTM C-31 Lab #: SH880853
3 Concrete Cylinders Cast on 5/24/88
@ 8:30 AM @ Job
Location of Pour: Waterline Crossing Water Added: 5 gals.
on Barber @ Stratton Avenue
Class of Concrete: 3000 PSI
Slump of Concrete: 2"
Contractor: Derrico Construction
Admixture: N/A
Supplier: Russell Concrete
r�
U
Mark Sect. Area
`'
Sq. Inch
A-29 28.27
28.27
28.27
Remarks:
0 -
Offices:
Anchorage. AK
Atlanta, GA
Baltimore. Iv4D
Birmingham. AL
Chicago, IL
Quantity: 8 cu. yds.
Truck Number: 7
Ticket Number: 103051
Mixing Time : 43 Min.
Bldg. Permit No.: N/A
Cylinders Cast By: R.Plemmons
Truck Type: Drum
Compression Test
Crushing Crushing Strength
Load(lbs) (lbs per sq. inch)
100,000 3540
122,500 4330
134,000 4740
Air Temp.:
Concrete Temp.
Air Content:
Aver. Age
Test
Days
Date
7
5/31/88
28
6/21/88
28
6/21/88
Respectfully Submitted,
ATEC Associates, Inc.
_ /1n n
t 1 �f ci VIC
John W.' Har -'lee , P . E
Vice President—
i nnaw— N4gtm'g!c P -I.-- g^- C.•,�11
Office: Indianapolis IN
Cincinnati.
Gncinnati. 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
Norfolk VA
i nnaw— N4gtm'g!c P -I.-- g^- C.•,�11
ATEC Associates, Inc.
vy1779 Canova Street, S.E.
Palm Bay, Florida 32909
(407)724-1273
0
REPORT
of
CONCRETE TESTS
Project: Sebastian Highlands Unit #17
Client: General Development Corp.
Test Method: ASTM C-137 ASTMC-31
Class A
Client#: 66 Project#: 71-72-046
Release#: 3871-04
Lab #: SH880794
3 Concrete Cylinders Cast on 5/17/88
@ 10:50 am @ Job
Location of Pour:
4 C.S.
Cincinnati OH
Water Added:
5 gals. before slump
Dallas TX
Griffith. IN
Longmont. CO
Davton OH
3 gals. after
Lous ville. KY
D,nm,. CO
Indianapolis, IN
Quantity: 10
cu. yds.
Class of Concrete:
Dot Class
2 Vib
Truck Number:
403T
mix 1656
4000 PSI
Slump of Concrete:
2 1/2"
Ticket Number:
1516-197023
Contractor: Con
Tech
Mixing Time
Admixture: N/A
Bldg. Permit No.:
N/A
Supplier: Rinker Materials
Cylinders Cast
By: R.Plemmons
Truck Type:
Drum
•
Air Temp.:
Compression Test
Concrete Temp.:
Air Content:
Mark Sect, Area
Crushing
Crushing
Strength Aver. Age Due
Sq. Inch
Load(lbs)
(lbs per
sq. inch)
Days Date
28 28.27
170,000
6010
7 5/24/88
28.27
185,000
6540
28 6/21/88
28.27
178,500
6310
28 6/21/88
Remarks:
•
Offices:
Anch(nag2 AK
Atirma (;A
Hali'mo — M[)
l o ha nl ik,
am ..
Respectfully Submitted,
Atec Associates, Inc.
A
John -W. Harllee, P.E.
Vice President
Raleigh, NC
Corporate Office: inn analmns IN
Cincinnati OH
Affiliates:
Savannah, GA
Dallas TX
Griffith. IN
Longmont. CO
Davton OH
Huntsville. AL
Lous ville. KY
D,nm,. CO
Indianapolis, IN
Miami. FL
FI Wavne. IN
Jacksonville, FL
Montgomery. AL
Gaiiliprburq, MD
Lexington KY
Nashville. TN
Respectfully Submitted,
Atec Associates, Inc.
A
John -W. Harllee, P.E.
Vice President
Raleigh, NC
Salisbury. MD I `
Affiliates:
Savannah, GA
"t'attrr"
Toledo. OH
C^%{` '''"•
Washington. DC
West Palm Beach. FL
Nn, Ir,'.
r
J
ATEC Associates, Inc.
VV177 Canova Street, S.F
Palm Bay, Florida 32905
(407) 724-1273
REPORT
of
CONCRETE TESTS
Project: Sebastian Highlands Unit #17
Client: General Development Corp.
Test Method:
Class A
Client#: 66 Project#: 71-72-046
Release#: 3871-04
Lab #: SH880752
3 Concrete Cylinders Cast on 5/12/88
@ 1:30 pm @ Job
Location of Pour: Armored Crossing Water Added: 15 gals. before slump
Pipe #135 15 gals. after
Quantity: 10 cu. yds.
Class of Concrete: 3000 P.S.I. Truck Number: 8
Slump of Concrete: 1 1/2" Ticket Number: 104288
Contractor: Derrico Construction Mixing Time : 40 min.
Admixture: N/A Bldg. Permit No.: N/A
Supplier: Russell Concrete Cylinders Cast By: R.Plemmons
Truck Type: Drum
•
Air Temp.:
Compression Test Concrete Temp.:
Air Content:
Mark Sect. Area Crushing Crushing Strength Aver. Age Due
Sq. Inch Load(lbs) (lbs per sq. inch) Days Date
27 28.27 104,500 3700 7 5/19/88
28.27 128,000 4530 28 6/09/88
28.27 127,000 4490 28 6/09/88
Remarks:
F- -I
LJ
40
Respectfully Submitte.d,r
Atec AssociAtes, Inc.
John W. Harllee,
Vice President
Raleigh. NC
Salisbury, MD
Savannah. GA
Toledo. OH
Washington, DC
West Palm Beach, FL
Affiiiates:
Corporate Office: inn
anavc r•;
Offices'
Cincinnati OH
Ar•cncmagr AK
Ualla� TX
Griffith. IN
Longmont, CO
AL;+nid (;A
Darton OH
Huntsville, AL
Lousrville. KY
itn,t.•n.)ir r,ti'.
[),-n)vi. CO
Indianapolis. IN
Miami. FL
Ft Wavne, IN
Jacksonville FL
Montgomery, AL
,+
earl erburq, MU
Lexington KY
Nashville. TN
40
Respectfully Submitte.d,r
Atec AssociAtes, Inc.
John W. Harllee,
Vice President
Raleigh. NC
Salisbury, MD
Savannah. GA
Toledo. OH
Washington, DC
West Palm Beach, FL
Affiiiates:
ATEC Associates, Inc.
V1779 Canova Street, S. E.
Palm day, Florida 32909
(407)724-1273
REPORT
• of
CONCRETE TESTS
Project: Sebastian Highlands Unit #17 Client#: 66
Client: General Development Corp.
Test Method: ASTM C143 ASTM C31
Class A
Project#: 71-72-046
Release#: 3871-04
Lab #: SH880740
•
Air Temp..
Compression Test Concrete Temp
Air Content:
Mark Sect.
3 Concrete Cylinders Cast on 5/11/88
Crushing
Strength
@ 12:05
pm @ Job
Sq. Inch
Location of Pour:
7-C.S. North End,
Water Added: 5 gals.
Days
Date
3rd pour
1761000
6230
7
Quantity: 10 cu.
yds.
Class of Concrete:
D.O.T. Class 2
Truck Number: 4309
28
Vib Mix #1656
4000 P.S.I.
Slump of Concrete:
4"
Ticket Number: 1560-196599
28.27
Contractor: Contech
Mixing Time : 38
min.
Admixture: N/A
6/08/88
Bldg. Permit No.:
N/A
Supplier: Rinker Materials
Cylinders Cast By:
R.Plemmons
Truck Type:
Drum
•
Air Temp..
Compression Test Concrete Temp
Air Content:
Mark Sect.
Area Crushing
Crushing
Strength
Ave.-. Age
Test
Sq. Inch
Load(lbs)
(lbs per
sq. inch)
Days
Date
26 28.2''7
1761000
6230
7
5/18/88
28.27
198,000
7000
28
6/08/88
28.27
183,500
6490
28
6/08/88
Remarks:
Respectfully -Submitted,.
ATEC Associates,
Inc.
j Q� ,xtA4
John W., H:arllee,
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
Cnanwly VA
Birmingham, AL
Ft Wayne, IN
Jacksonville, FL
Montgomery, AL
Washington, DC
Newport News VA
Chicago. IL
Gartherburg, 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
0
REPORT
of
CONCRETE TESTS
Project: Sebastian Highlands Unit #17
Client: General Development Corp.
Test Method: ASTM C143 ASTM C31
Client#: 66
Class A
Page 1 of 1
Date: 5/10/88
Project#: 71-72-046
Release#: 3871-04
Lab #: SH880724
3 Concrete Cylinders Cast on 5/10/88
@ 2:20 pm @ Job
Location of Pour: Armoured crossing,
pipe #121
Class of Concrete: 3000 P.S.I.
Slump of Concrete: 3.5"
Contractor: Derrico Construction
Admixture: N/A
Supplier: Russell Concrete
0
Water Added: 0 gals.
Quantity: 8 cu, yds.
Truck Number: 8
Ticket Number: 104125
Mixing Time : 60 min.
Bldg. Permit No.: N/A
Cylinders Cast By: R.Plemmons
Truck Type: Drum
Air Temp.:
Compression Test Concrete Temp
Air Content:
Mark Sect. Area
Crushing
Crushing Strength
Aver. Age
Due
Sq. Inch
Load(lbs)
(lbs per sq. inch)
Days
Date
25 28.27
70,500
2490
7
5/17/88
28.27
88,000
3110
28
6/07/88
28.27
87,500
3100
28
6/07/88
Respectfully Submitted,
Remarks:
Atec Associates, Inc.
John W N��lee., •'P E
Vice President
Corporate Office:
Indianapolis IN
Offices:
Cincinnati, OH
Raleigh, NC
Affiliates:
Anchorage, AK
Dallas TX
Griffith. IN
Longmont, CO
Salisbury. MD
Aicxanana VA
Atlanta GA
Dayton OH
Huntsville, AL
Lousrville, KY
Savannah, GA
Raltumore MD
Denver. CO
Indianapolis. IN
Miami. FL
Toledo, OH Cnan!0;,; 1A
L'nmuigtham AL
Ft Wayne, IN
Jacksonville. FL
Montgomery, AL
Washington, DC Nc;wpnn Nrws
Ch rano I!.
Gaitherburg. MD
Lexington. KY
Nashville, TN
West Palm Beach, FL Nodot, VA
ATEC Associates, Inc.
VV1779 Canova Street, S.E.
Palm Bay, Florida 32909
(407) 724-1273
•
REPORT
of
CONCRETE TESTS
Project: Sebastian Highlands Unit #17
Client: General Development Corp.
Test Method: ASTM C143 ASTM C31
Class A
Page 1 of 1
Date: 5/06/88
Client#: 66 Project#: 71-72-046
Release#: 3871-04
Lab #: SH880703
3 Concrete Cylinders Cast on 5/06/88
@ 4:40 pm @ Job
Location of Pour: Armour on pipe #146 Water Added:15 gals.
•
Class of Concrete: 3000 P.S.I.
Slump of Concrete: 3"
Contractor: Derrico Construction
Admixture: N/A
Supplier: Russell Concrete
Quantity: 10 cu. yds.
Truck Number: 34
Ticket Number: 102998
Mixing Time : 35 min.
Bldg. Permit No.: N/A
Cylinders Cast By: R.Plemmons
Truck Type: Drum
Remarks:
Air Temp.:
Respectfully Submitted,
Ates: Associates, Inc.
Compression Test
Concrete Temp.:
•
Air Content:
John W. Har dee, P.E.
Mark Sect. Area
Crushing
Crushing Strength
Aver. Age
Due
Sq. Inch
Load(lbs)
(lbs per sq. inch)
Days
Date
24 28.27
106,500
3770
7
5/13/88
28.27
131,000
4630
28
6/03/88
127,500
4510
28
6/03/88
Remarks:
Respectfully Submitted,
Ates: Associates, Inc.
•
John W. Har dee, P.E.
Offices:
Anchorage, AK
Atlanta. GA
Bi Itlmore Mfl
AL
Ch cargo. IL
Cincinnati OH
Dallas TX
Davlon OH
Denver. CO
Ft Wayne, IN
Gaitherburg. MD
Corporate Office:
Griffith. IN
Huntsville, AL
Indianapolis, IN
Jacksonville. FL
Lexington, KY
Indianapnli5 IN
Longmont, CO
Lousiville. KY
Miami. FL
Montgomery, AL
Nashville, TN
Vice President
Raleigh, NC
Salisbury, MD Affiliates:
Savannah, GA Aiexanona ':
Toledo, OH Chantilly VABunvngharn.
Washington, DC Newport News bA
West Palm Beach, FL Norto'• VA
ATEC Associates, Inc.
1779 Canova Street, S. E.
VV/ Palm Bay, Florida 32909
(407)724-1273
•
REPORT
of
CONCRETE TESTS
Project: Sebastian Highlands Unit #17
Client: General Development Corp.
Test Method: ASTM C143 ASTM C31
Class A
Page 1 of 1
Date: 5/06/88
Client#: 66 Project#: 71-72-046
Release#: 3871-04
Lab #: SH880702
3 Concrete Cylinders Cast on 5/06/88
@ 10:30 pm @ Job
Location of Pour: Armour on pipe #155-A Water Added: 5 gals.
South of Stratton on Bristle
Quantity: 10 cu, yds.
Class of Concrete: 3000 P.S.I. Truck Number: 22
Slump of Concrete: 2.5" Ticket Number: 102951
Contractor: Derrico Construction Mixing Time : 45 min.
Admixture: N/A Bldg. Permit No.: N/A
Supplier: Russell Concrete Cylinders Cast By: R.Plemmons
Truck Type: Drum
is
Air Temp.:
Compression Test Concrete Temp.:
Air Content:
Mark Sect. Area Crushing Crushing Strength Aver. Age Due
Sq. Inch Load(lbs) (lbs per sq. inch) Days Date
23 28.27 90,000 3180 7 5/13/88
28,27 113,000 4000 28 6/03/88
118,500 4190 28 6/03/88
Remarks: Respectfully Submitted,
Atec Associates, Inc.
• John W. Harllee, P.E.
Corporate Office: inoanmpuls IN Vice President
Offices: Cincinnati, OH Rale,gh. NC
Anchorage AK Dallas TX Griffith. IN Longmont, CO Salisbury, ;vi[; Affiliates:
Atlanta. GA Dayton. OH Huntsville, AL Lousiville, KY Savannah, GA Aiexanana
Baltimore MD Denver. CO Indianapolis, IN Miami. FL Toledo. OH Chantilly VA
Brrnvngharn. AL Ft Wavne. IN Jacksonville, FL Montgomery, AL Washington. DC Newpnr, News VA
Ch!cano IL Gartherburg, MD Lexington. KY Nashville, TN West Palm Beach, FL NnrrnI- VA
L
ATEC Associates, Inc.
.' 1779 Canova Street, S.E.
Palm Bay, Florida 32909
(305) 724-1273
0
REPORT
of
CONCRETE TESTS
Project: Sebastian Highlands Unit #17
Client: General Development Corp.
Test Method: ASTM C143, ASTM C31
Class A
Page 1 of 1
Date: 2/15/88
Client#: 66 Project#: 71-72-046
Release#: 3871-04
Lab #: SH880165
3 Concrete Cylinders Cast on 2/15/88
@ 2:28 pm @ Job
Location of Pour:Headwalls for pipe 35 Water Added: 0 gals.
Quantity: 5.5 cu, yds.
Class of Concrete: 3000 P.S.I. Truck Number: 33
Slump of Concrete: 2 1/2" Ticket Number: 98741
Contractor: Derrico Construction Mixing Time 30 Min.
Admixture: None Bldg. Permit No.: N/A
Supplier: Russell Concrete Inc. Cylinders Cast By: R.Plemmons
Truck Type: Drum
• Air Temp.:
Compression Test Concrete Temp
Air Content:
Mark
Sect. Area
Crushing
Crushing Strength
Aver. Age
Due
Sq. Inch
Load(lbs)
(lbs per sq, inch)
Days
Date
10
28.27
105,000
3710
7
2/22/88
10
28.27
137,500
4670
28
3/14/88
10
28.27
130,000
4600
28
3/14/88
Remarks:
Respectfully SubIritted,
Atec Associates, frac..
John. Y— Harllee, P•:E.
•
Vice President
Corporate Office:
Indianapolis, IN
Offices:
Cincinnati, OH
Raleigh, NO
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
U
ATEC Associates, Inc.
1779 Canova Street, S.E.
Palm Bay, Florida 32909
(305) 724-1273
REPORT
of
CONCRETE TESTS
Project: Sebastian Highlands Unit #17
Client: General Development Corp.
Test Method: ASTM C143, ASTM C31
Class A
Page 1 of 1
Date: 2/17/88
Client#: 66 Project#: 71-72-046
Release#: 3871-04
Lab #: SH880172
3 Concrete Cylinders Cast on 2/17/88
@ 1:03 pm @ Job
Location of Pour: Headwalls for storm
drains #97 & #175
Class of Concrete: 3500 P.S.I.
Slump of Concrete: 1 3/4"
Contractor: Derrico Construction
Admixture: None
Supplier: Russell Concrete Inc.
Mark
Sect. Area
Respectfully Submitted,
Sq. Inch
11
28.27
11
28.27
11
28.27
Remarks:
Water Added: 8 gals.
Quantity: 8 cu. yds.
Truck Number: 19
Ticket Number: 98863
Mixing Time 1 Hr.
Bldg. Permit No.: N/A
Cylinders Cast By: R.Plemmons
Truck Type: Drum
Compression Test
Crushing Crushing Strength
Load(lbs) (lbs per sq, inch)
111,000 3930
149,500 5290
146,000 5160
Offices: Cincinnati, OH
Anchorage, AK Dallas, TX
Atlanta, GA Dayton, OH
Baltimore, MD Denver, CO
Birmingham, AL Ft. Wayne, IN
Chicago, IL Gaitherburg, MD
Air Temp.:
Concrete Temp..
Air Content:
Aver. Age Due
Days Date
7 2/24/88
28 3/16/88
28 3/16/88
Respectfully Submitted,
Atec Associates, Inc.
John W., Har-l.Ie.e-; -'P . E .
Vice President
Corporate Office:
Indianapolis. IN
Raleigh, INC
Griffith, IN
Longmont, CO
Salisbury, MD Affiliates:
Huntsville, AL
Lousiville, KY
Savannah, GA Alexandria, VA
Indianapolis, IN
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
Consultina Geotechnical / Materials Engineers and Environmental Scientists
ATEC Associates, Inc.
vy1.779 Canova Street, S.E.
Palm Bay, Florida 32909
(407) 724-1273
• REPORT Class A
of Page 1 of 1
CONCRETE TESTS
Date: 3/10/88
Project: Sebastian Highlands Unit #17 Client#: 66 Project#: 71-72-046
Client: Guncral Development Corp. Releaso.`: 3871•-04
rn �S,
:st Method:ASm.J n13 and ASTN• C31 80
6 Concrete 3/10/883
@ 12:25 pm @ Job
Location of Pour: Schumann Dr, S bound
In Pipe crossings 189,174,111-A.
n_ a nnnn PSI
Ciasw• of �Uncre �e : ����
Slump of Concrete: 1"
Contractor: Dcrrico Constructiui.
Admixture: 2:0 calcium
Supplier: Russell Concrete inc.(Vero)
Water Added: 6 gals. boLore slump
5 gaIE; . after. .
Quantity: 8 cu. yds.
Truck Number:
Ticket, Number: 99830
Mixing Time 40 Min.
Bldg. Permit No.: N/A
Cylinders Cast By: R.Plemmons
Truck Type: Drum
• Compression Test
Mark Sect. Area Crushing Crushing Strength
Sq. ilzicl Load(lbs) (lbs Per s4. inch)
12 28.27 111,500 3940
28.27
28.27
Remarks:
Offices:
Anchorage. AK
Atlanta, GA
Baltimore, MD
Birmingham, AL
Chicago. IL
134,000
4740
Air Temp.:
Concrete Temp.:
Air Content:
Aver, Age Due
Days Date
7 3/17/88
u'8 4/07/88
141,000
4990.
28 4/07/88
l ^��
Resp��ct:fuily SL b' _t�4d,
Atec Associates,.:::i,n;G.
Joh i W. Har 1lee P.E.
V' -ice r�S1aCYt
Corporate Office:
Indianapolis. IN
Cincinnati, OH
Dallas, TX
Griffith, IN
Longmont, CO
Raleigh, NC
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
r.nnaull,nn rPntPrhrlral / MatPrlals Fnntnaars ann Fnvvnnmental ScentiSts
•
ATEC Associates, Inc.
VV1779 Canova Street, S.E.
Palm Bay, Florida 32909
(407) 724-1273
REPORT Class A
of Page 1 of 1
CONCRETE TESTS
Date: 3/11/88
Project: Sebastian Highlands Unit #17 Client#: 66 Project#: 71-72-046
Client: General Development Corp. Release#: 3871-04
Test Method: ASTM C143 and ASTM C31 Lab #: SH880283
3 Concrete Cylinders Cast on 3/11/88
@ 12:35 pm @ Job
Location of Pour: Schumann Dr N bound Water Added: None
Ln pipe crossings 174,111-A,bike path
Class of Concrete: 3000 P.S.I.
Slump of Concrete: 5/8"
Contractor: Derrico Construction
Admixture: 2% Calcium
Supplier: Russell Concrete Inc.V.Beach
Mark Sect,. Area
Sq. Inch
13 28.27
Remarks:
Offices:
Anchorage, AK
Atlanta, GA
Baltimore, MD
Birmingham, AL
Chicago, IL
Quantity: 8 cu, yds.
Truck Number: 7
Ticket Number: 99898
Mixing Time 32 Min.
Bldg. Permit No.: N/A
Cylinders Cast By: R.Plemmons
Truck Type: Drum
Compression Test
Crushing Crushing Strength
Load(lbs) (lbs per sq. inch)
124,000
Cincinnati. OH
Dallas, TX
Dayton, OH
Denver, CO
Ft. Wayne, IN
Gaitherburg, MD
Air Temp.:
Concrete Temp.:
Air Content:
Aver. Age Due
Days Date
4390 7 3/18/88
28 4/08/88
28 4/08/88
Atec -Asscociates, Inc.
John W.. Harllee, P,,'k..
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
ATEC Associates, Inc.
VY1779 Canova Street, S.E.
Palm Bay, Florida 32909
(407) 724-1273
• REPORT
of
CONCRETE TESTS
Class A
Page 1 of 1
Date: 3/16/88
Project: Sebastian Highlands Unit #17 Client#: 66 Project#: 71-72-046
Client: General Development Corp. Release#: 3871-04
Test Method: ASTM C143 and ASTM C31 Lab #: SH880290
3 Concrete Cylinders Cast on 3/16/88
@ 10:50 am @ Job
Location of Pour: Storm Drain 9189
E half of Schumann Drive
Class of Concrete: 3000 P.S.I.
Slump of Concrete: 3/8"
Contractor: Derrico Construction
Admixture: 2% Calcium
Supplier: Russell Concrete Inc.V.Beach
Water Added: 9 gals.
Quantity: 4 cu, yds.
Truck Number: 28
Ticket Number: 100312
Mixing Time 40 Min.
Bldg. Permit No.: N/A
Cylinders Cast By: R.Plemmons
Truck Type: Drum
is
Air Temp.:
Compression Test Concrete Temp.:
Air Content:
Mark Sect.. Area Crushing Crushing Strength Aver. Age Due
Sq. Inch Load(lbs) (lbs per sq. inch) Days Date
14 28.27 120,500 4260 7 3/23/8,8
28 4/13/88
28 _ 4/13/88
Remarks:
Respectful"ly Submitted,
Atec'As*ociates,Inc.
John '.W,.. Harllee , , P-: E .
•
Vice President',
Offices:
Cincinnati, OH
Corporate Office:
Indianapolis, IN
Raleigh, NC
Anchorage, AK
Dallas, TX
Griffith, IN
Longmont, CO
Salisbury, MD Affiliates:
Atlanta, GA
Dayton, OH
Huntsville, AL
Lousiville, KY
Savannah, GA 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.
VY1779 Canova Street, S.E.
Palm Bay, Florida 32909
(407) 724-1273
•REPORT Class A
of Page 1 of 1
CONCRETE TESTS
Date: 3/17/88
Project: Sebastian Highlands Unit #17 Client#: 66 Project#: 71-72-046
Client: General Development Corp. Release#: 3871-04
Test Method: ASTM C143 and ASTM C31 Lab #: SH880296
3 Concrete Cylinders Cast on 3/17/88
@ 10:30 am @ Job
Location of Four: W half of Schumann
Drive, @ pipe #189
Class of Concrete: 3000 P.S.I.
Slump of Concrete: 1 1/2"
Contractor: Derrico Construction
Admixture: 2% Calcium
Supplier: Russell Concrete Inc.V.Beach
Mark
15
Sect. Area
Sq. Inch
28.27
Remarks:
U
Water Added: 0 gals.
Quantity: 4 cu. yds.
Truck Number: 32
Ticket Number: 100376
Mixing Time 30 Min.
Bldg. Permit No.: N/A
Cylinders Cast By: R.Plemmons
Truck Type: Drum
Compression Test
Crushing Crushing Strength
Load(lbs) (lbs per sq, inch)
105,000
Offices: Cincinnati, OH
Anchorage, AK Dallas, TX
Atlanta, GA Dayton, OH
Baltimore, MD Denver, CO
Birmingham, AL Ft. Wayne, IN
Chicago, IL Gaitherburg, MD
Air Temp.:
Concrete Temp.:
Air Content:
Aver. Age Due
Days Date
3710 7 3/24/88
28 4/14/88
28 4/14/88
Respectfully Submit.ted�;
Atec�Associates, Inc.
John; W...., Har,llee, P E.
e
Vice'Prsiderit
Corporate Office:
Indianapolis. IN•
• '
Raleigh, NC
Griffith, IN
Longmont, CO
Salisbury, MD' Affiliates:
Huntsville, AL
Lousiville, KY
Savannah, GA Aiexandna 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
(-,—M,,,,
, tI- .,.,.,,I -- r ...... ...... . C.
ATEC Associates, Inc.
1779 Canova Street, S.E.
Palm Bay, Florida 32909
• (407) 724-1273
C7
�J
REPORT Class A
of Page 1 of 1
CONCRETE TESTS
Date: 3/28/88
Project: Sebastian Highlands Unit #17 Client#: 66 Project#: 71-72-046
Client: General Development Corp. Release#: 3871-04
Test Method: ASTM C143 and ASTM C31 Lab #: SH880338
3 Concrete Cylinders Cast on 3/28/88
@ 11:20 am @ Job
Location of Pour: 10 C.S Water Added: 0 gals.
(structure cap)
Quantity: 10 cu. yds.
Class of Concrete:Dot class 2 mix #1939 Truck Number: 4309
Slump of Concrete: 3 1/4" Ticket Number: 1560-193369
Contractor: Contech Mixing Time 44 Min.
Admixture: Bldg. Permit No.: N/A
Supplier: Rinker Cylinders Cast By: R.Plemmons
Truck Type: Drum
Compression Test
Mark Sect. Area Crushing Crushing Strength
Sq. Inch Load(lbs) (lbs per sq. inch)
16 28.27 127,500 4510
Remarks:
Air Temp.:
Concrete Temp.:
Air Content:
Aver. Age Due
Days Date
7 4/04/$8
28 4/25/88
28
4/25/88
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
Chicago, IL
Gaitherburg, MD
Lexington, KY
Nashville, TN
Air Temp.:
Concrete Temp.:
Air Content:
Aver. Age Due
Days Date
7 4/04/$8
28 4/25/88
28
4/25/88
Respect,:�i11�� Submitted;
Atec ."to6iates.,
Iric.
John f"...' Harllee,
P: -L
Vice Pres 'dgnt
Raleigh, INC '
Salisbury, MD
AHlliates:
Savannah, GA
Alexandria. VA
Toledo, OH
Chantilly. VA
Washington, DC
Newport News. VA
West Palm Beach, FL
Norfolk. VA
Consulting Geotechnical / Materials Engineers and Environmental Scientists
ATEC Associates, Inc.
1779 Canova Slreel` S.c
Palm Bay, Floridavy
(105) 724- 12'1:'.
CYLINDER REPORT
PROJECT: Sebastian Highlands Unit #17
CLIENT: General Development Corp.
TEST METHOD:
CLASS A
PAGE 1 OF 1
TIATF• 1 -19 -RR
CLIENT#: 66 PROJECT#: 71-72-046
WnRV RFT.FACF4. 3871-04
SAMPLE: CONCRETE CYLINDERS CAST ON 1/12
2:40 AM PM @ JOB PLANT
LAB NO; SH880025
WATER ADDED 0 GALS.
LOCATION OF POUR CS. #1 Iieadwall West side of Schumann QUANTITY
TRUCK N0. 32
CLASS OF CONCRETE 3500 PSI TICKET NO. 96920
SLUMP OF CONCRETE y MIXING TIME 15 min.
BLDG. PERMIT NO.
CONTRACTOR Derrico Construction CYLS . CAST BY R _p, em=,,;
ADMIXTURE None TRUCK TYPE dnIIn
SUPPLIER Russell Concrete Inc.
AIR TEMP.
COMPRESSION TEST CONCRETE TEMP.
AIR CONTENT
MARK SECT. AREA CRUSHING LOAD CRUSHING STRENGTH AVER. AGE DUE
3 SQ. INCH- LBS. LBS. PER SQ. INCH DAYS DATE
A-3
28.27
94,500
3340
7
1-19
A-3
28.27
125,000
4420
28
2-9
A-3
28.27
127,000
4490
28
2-9
REMARKS:
� 0
Offices:
Anchorage, AK
Atlanta, GA
Baltimore, MD
Birmingham, AL
Chicago, IL
RESPECTFULLY SUBMITTED, °
ATEC ASSOCIATES, INC.
JOHN W. HARLLEE,'.P.E.
VICE PRESIDENT
Raleigh, NC
Salisbury, MD
Corporate Office: halanapubs, IN
Cincinnati, Oli
Alexandria, VA
Toledo. OH
Dallas, TX
Grillilh, IN
Longmont. CO
Dayton, OH
Huntsville. AL
Lousiville, KY
Denvor, CO
Indianapolis, IN
Miami, FL
Fl. Wayne, IN
Jacksonville, FL
hlonlgornery, AL
Gailherburg, MD
Lexington, KY
Nashville. TN
Raleigh, NC
Salisbury, MD
Affiliates:
Savannah, GA
Alexandria, VA
Toledo. OH
Cninlilly. VA
Washington, DC
Newport News. VA
West Palm Beach. F_
Norfolk VA
ATEC Associates, Inc.
VV1779
r�o5)
i
CYLINDER REPORT
PROJECT: Sebastian Highlands Unit #17
CLIENT: General Development Corp._
TEST METHOD:
CLASS A
PAGE 1 OF 1
DATE: 1/15/88
CLIENT#: 66 PROJECT#: 71-72-04
WO RK_RE.LEA,SE#.: _ 3871-04
LAB NO: SH880076
SAMPLE: CONCRETE CYLINDERS CAST ON 1/15
1:55 AM PM @ JOB PLANT
AIR TEMP.
COMPRESSION TEST CONCRETE TEMP.
AIR CONTENT
MARK SECT. AREA CRUSHING LOAD CRUSHING STRENGTH AVER. AGE DUE
4 SQ. INCH- LBS. LBS. PER SQ. INCH DAYS DATE
A-4 28.27
before
& after slump
7 1/22
Arcadia Drive
WATER ADDED
8 GALS.
LOCATION OF POUR
Headwalls for storm drain #52 @ D.R.O.W.
QUANTITY
6 cu. yds.TRUCK
163,000
5770
N0.
20
CLASS OF CONCRETE
3500 PSI
TICKET NO.
97020
SLUMP OF CONCRETE
121
MIXING TIME
40 min.
BLDG. PERMIT
NO.
CONTRACTOR
Derrico Construction
CYLS . CAST BY R. emnons
ADMIXTURE
None
TRUCE: TYPE
drLn
•SUPPLIER
Russell Concrete Inc.
OHN W. HARLLEE,-P';E.
AIR TEMP.
COMPRESSION TEST CONCRETE TEMP.
AIR CONTENT
MARK SECT. AREA CRUSHING LOAD CRUSHING STRENGTH AVER. AGE DUE
4 SQ. INCH- LBS. LBS. PER SQ. INCH DAYS DATE
A-4 28.27
143,000
5060
7 1/22
A-4 28.27
174,000
6150
28 2/12
A-4 28.27
163,000
5770
28 2/12
REMARKS:
RESPECTFULLY SUBMFTTED,
ATEC ASSOCIATES, INC.
OHN W. HARLLEE,-P';E.
VICE PRESIDENT
Corporate Office:
hoha napUli5, IN
Offices:
Cincinnati, OI1
flalcigh, NC
Anchorage, AK
Dallas, Ta
Grillith, IN
Longmont, CO Salisbury, MD
Affiliates:
Atlanta, GA
Dayton, OH
Huntsville, AL
Lousivilte. KN' Savannah, GA
Alexandria. VA
9allfmore, MD
Denver, CO
Indianapolis, IN
Miami, FL Toledo, OH
Ctontitly, VA
Birmtncham. Al_
R. Wayne. IN
.Io�kcnnvitle Ft
. " ., . -
•
ATEC Associates, Inc.
1779 Canova Street, S.E.
Palm Bay, Florida 32909
(305) 724-1273
Z,LP VRT Class A
Oi Page i Ui
CONCRETE TESTS
Date: 2/12/88
Project: Sebastian Highlands Unit 917 Client.#: 66 Project#: 71-72-046
Client: General Development Corp. Release#: 3871-04
Test Method: AASHTO T-99 Lab #: SH880164
3 Concrete Cylinders Cast on 2/12/88
@ 2:03 pm @ Job
Location of Pour: Footings for
Headwalls, pipes #97 & #175,
Class of Concrete: 3500 P.S.I.
Slump of Concrete: 4 3/4"
Contractor: Derrico Construction
Admixture: None
Supplier: Russell Concrete Inc.
Water Added: None
Quantity: 5.5 cu. yds.
Truck Number: 3
Ticket Number: 98663
Mixing Time 41 Min.
Bldg. Permit No.: N/A
Cylinders Cast By: R.Plemmons
Truck Type: Drum
Air Temp.:
Compression Test Concrete Temp
Air Content:
Mark Sect. Area Crushing Crushing Strength Aver. Age Due
Sq. Inch Load(lbs) (lbs per sq. inch) Days Date
9 28.27 100,000 3540 7 2/19/88
9 28.27 129,000 4560 28 3/11/88
9 28.27 134,000 4760 28 3/11/88
Remarks: RespectfulJly Submitted,,
Atec:'Ass'ociates, Inc.-,
4J
John
.:W Harllee, P.1:
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
U
ATEC
Associates, Inc.
F `
Y
1779 Canova Street, S.E.
Palm Bay, Florida 32909
(305) 724-1273
REPORT
of
CONCRETE TESTS
Class A
Page 1 of 1
Date: 2/01/88
Project: Sebastian Highlands Unit #17
Client#: 66
Project#: 71-72-046
Client: General Development Corp.
5020
Release#: 3871-04
Test Method:
Respectfully. Submitted,:,
Lab #: SH880145
3 Concrete -Cylinders Cast on 2/01/88
@ 2:45
pm @ Job
John W.. Har.l lee , ` P°: E .
Location of Pour:
Water Added: 15
gals.
Footings for 9 C.S.& connecting Headwall
Raleigh, NC
Quantity: 7
cu, yds.
Class of Concrete: 3500 P.S.I.
Truck Number:
29
Slump of Concrete: 2 1/2"
Ticket Number:
97776
Contractor: Derrico Construction
Mixing Time
40 Min.
Admixture: None
Bldg. Permit No.:
N/A
Supplier: Russell Concrete
Cylinders Cast
By: R.Plemmons
Truck Type:
Drum
Mark Sect. Area
Sq. Inch
5 28.27
Compression Test
Crushing Crushing Strength
Load(lbs) (lbs per sq, inch)
116,000
5 28.27 140,000
5 28.27 142,000
Remarks:
Offices:
Anchorage, AK
Atlanta, GA
Baltimore, MD
Birmingham, AL
Chicago, IL
Cincinnati, OH
Dallas, TX
Dayton, OH
Denver, CO
Ft. Wayne, IN
Gaitherburg, MD
Air Temp.:
Concrete Temp.:
Air Content:
Aver. Age Due
Days Date
4100
7 2/08/88
4950
28 3/29/88
5020
28 3/29/88
Respectfully. Submitted,:,
Atec A55OCiates, Inc:
John W.. Har.l lee , ` 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
ATEC Associates, Inc.
1779 Canova slrr:el. S.;:
VV palrn Bay, Florida x'!909
(:105) 724-127"
• CYLINDER REPORT
CLASS A
PAGE 1 OF 1
DATE: 2/3/88
PROJECT: Sebastian Highlands Unit #17 CLI ENT# : 66 PROJECT# : 71-72-046
CLIENT: General Development Corp _ ,._W9RK-BEIIEAS.E4k --3871-04
TEST METHOD: Slump, ASTM C143/making and curing specimens,ASTM LAB NO; SH880149
wJ
SAMPLE: CONCRETE CYLINDERS CAST ON 2/2/8
11:03 AM PM @ JOB PLANT
WATER ADDED 0 GALS.
LOCATION OF POURQUANTITY cu. yds.
Schumann Dr. South bound lane at pipe #28 TRUCK N0.
1639
CLASS OF CONCRETE 3000 PSI Mix #4647 TICKET NO.1566-190099,1901(
SLUMP OF CONCRETE 711 MIXING TIME 3 5 min.
BLDG. PERMIT N0. NjA
CONTRACTOR General Development Corp. CYLS . CAST BY e eons
ADMIXTURE 27. Quick Set TRUCK TYPE rL n
SUPPLIER Rinker Materials/Vero Beach %`truck came
- with twn r; ckPtc
AIR TEMP.
COMPRESSION TEST CONCRETE TEMP.
AIR CONTENT
MARK SECT. AREA CRUSHING LOAD CRUSHING STRENGTH AVER. AGE DUE
6 SQ. INCH- LBS. LBS. PER SQ. INCH DAYS DATE
28.27
68,000
2410
7 2/10
REMARKS:
RESPECTFULLY SUBMITTED,
ATEC ASSOCIATES, INC.`
JOHN W. HARLLEE*7'P:E.
VICE PRESIDENT
Offices:
Cincinnati, Of I
Corporate Office:
1116anaPuGs. IN
Raleigh, NC
Anchorage, AK
Atlanta, GA
Baltimore, MD
Birmingham, AL
Chicago, IL
Dallas, TX
Dayton, OH
Denver, CO
Ft. Wayne, IN
Gaitherburg, MD
Grillith, IN
Huntsville, AL
Indianapolis, IN
Jacksonville, FL
Lexington, KY
Longrnont, CO Salisbury, MO
Lousiville. KY Savannah, GA
Miami. FL Toledo. Ohl
Montgomery, AL Washington, DC
Nashville, TN West Palm Beach, FL
Affiliates:
Alexandria, Vii
ChanGtty, VA
Newport News. VA
Norick VA
ATEC Associates, Inc. CLASS A
v
1779 c,nr:va slrr:C;. 5'm
PAGE 1 OF 1
(a05) - 1:17;
•
CYLINDER REPORT
DATE: 2/4/88
PROJECT: Sebastian Highlands Unit #17 CLI ENT# : 66 PROJECT# : 71-72-046
CLIENT: General Development Corp. L K_BEI�EASE 3871-04
TEST METHOD: Slump and Cylinders LAB NO: SH880151
SAMPLE: CONCRETE CYLINDERS CAST ON 2/4
11:14 AM PM @ JOB PLANT
WATER ADDED
n _GALS.
LOCATION
OF POUR Schumm Dr. North bound lane at pipe #28 QUANTITY
7
TRUCK NO.
3890
CLASS OF
CONCRETE 3000 PSI mix #4647 TICKET NO.
1560-190201
SLUMP IP OF
E 1 MIXING TIME
CONCRETE 64
30 min.
BLDG. PERMIT
NO. N/A
CONTRACTOR General Development Corp. CYLS . CAST BY
B.Hiles
ADMIXTURE
2% Quick Set TRUCK TYPE
drun
�UPPLIER
Rinker Material Vero Beach
AIR TEMP.
81 degrees
COMPRESSION TEST CONCRETE TEMP. 79 degrees _
AIR CONTENT
N/A
MARK
SECT. AREA CRUSHING LOAD CRUSHING STRENGTH AVER.
AGE DUE
7
SQ. INCH- LBS. LBS. PER SQ. INCH
DAYS DATE
28.27 75,000 2650
7 2/11
REMARKS:
RESPECTFULLY SUBMITTED;
ATEC ASSOCIATES, INC'.
JOHN W. HARLLEE, P.E.
VICE PRESIDENT
•
Corporate office:;,noosiapula.u;
Offices:
Cincinnati, 0I Iialcigh. NC
Anchorage, AK
Dallas, TX Grillilh, IN Longmont, CO Salisbury, MO
Affiliates:
Atlanta, GA
Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA
Alexandria. VA
Baltimore, MD Denver. CO Indianapolis. IN kiinmi, FL Toledo, OFI
Chantilly. VA
•
•
ATEC Associates, Inc.
__ 1779 Canova Street, S.E.
Palm Bay, Florida 32909
(305) 724-1273
REPORT Class A
of Page 1 of 1
CONCRETE TESTS
Date: 2/05/88
Project: Sebastian Highlands Unit #17 Client#: 66 Project#: 71-72-046
Client: General Development Corp. Release#: 3871-04
Test Method: Making & Curing Specimans (ASTM C31) Lab #: SH880156
Slump(ASTM C143)
3 Concrete Cylinders Cast on 2/11/88
@ 3:16 pm @ Job
Location of Pour:
Headwall & 9 C.S. Structure
Class of Concrete: 3000 P.S.I.
Slump of Concrete: 3"
Contractor: Derrico Construction
Admixture: None
Supplier: Russell Concrete
Water Added: 10 gals.
Quantity: 10 cu. yds.
Truck Number: 33
Ticket Number: 98312
Mixing Time 55 Min.
Bldg. Permit No.: N/A
Cylinders Cast By: R.Plemmons
Truck Type: Drum
Compression Test
Mark Sect. Area Crushing Crushing Strength
Sq. Inch Load(lbs) (lbs per sq. inch)
Air Temp.:
Concrete Temp.:
Air Content:
Aver. Age Due
Days Date
7 28.27
88,000 3110
7 2/12/88
7 28.27
128,500 4550
28 3/04/88
7 28.27
123,500 4370
28 3/04/88
Remarks:
Respectfully Zu'bmittdd,
Atec Assoiates , 'Ito.
JohnW..iarllee," PE.
•
P` ,�s�dent 4 °°
Vicer '
Corporate Office:
Indianapolis. IN
,
Offices:
Cincinnati, OH
Raleigh NC
Anchorage, AK
Dallas, TX Griffith, IN
Longmont, CO
Salisbury, MD Y1(filiafes:
r
Atlanta, GA
Dayton, OH Huntsville, AL
Lousiville, KY
Savannah, GA ; s. A lexandria, VA
Baltimore, MD
Denver, CO Indianapolis, IN
Miami, FL
Toledo, OH "` Chantilly. VA
Birmingham, AL
Ft. Wayne, IN Jacksonville, FL
Montgomery, AL
Washington, DC Newport News, VA
Chicago, IL
Gaitherburg, MD Lexington, KY
Nashville, TN
West Palm Beach, FL Norfolk, VA
Consulting Geotechnical / Materials Engineers and Environmental Scientists
ATEC Associates, Inc.
1779 Canova Street, S.E.
Palm Bay, Florida 32909
(305) 724-1273
•
REPORT
Class
A
of
Page 1
of 1
CONCRETE TESTS
Date:
2/11/88
Project: Sebastian Highlands Unit #17
Client#: 66
Project#:
71-72-046
Client: General Development Corp.
Release#:
3871-04
Test Method: Making & Curing Specimans
(ASTM C31)
Lab #:
SH880163
Slump(ASTM C143)
3 Concrete Cylinders Cast on 2/11/88
@ 3:16
pm @ Job
Location of Pour:
Water Added: 5
gals. before
slump
Footings for Headwalls, pipe #35
3
gals. after
slump
Quantity: 5
cu. yds.
Class of Concrete: 3000 P.S.I.
Truck Number:
33
Slump of Concrete: 2"
Ticket Number:
98597
Contractor: Derrico Construction
Mixing Time
30 Min.
Admixture: None
Bldg. Permit No.:
N/A
Supplier: Russell Concrete
Cylinders Cast
By: R.Plemmons
Truck Type:
Drum
. Air Temp.:
Compression Test Concrete Temp.
Air Content:
Mark Sect. Area Crushing Crushing Strength Aver. Age Due
Sq. Inch Load(lbs) (lbs per sq. inch) Days Date
8 28.27 97,000 3430 7 2/18/88
8 28.27 145,000 5130 28 3/10/88
8 28.27 142,000 5040 28 3/10/88
Remarks: 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, MID 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.
VV'7
1779 Canova Street, S.E.
Palm Bay, Florida 32909
(305) 724-1273
� Of
Of
CONCRETE TESTS
Project: Sebastian Highlands Unit #17
Client: General Development Corp.
Test Method: AASHTO T-99
I-
Class A
Page 1 Cis y
Date: 2/12/88
Client.#: 66 Project#: 71-72-046
Release#: 3871-04
Lab #: SH880164
3 Concrete Cylinders Cast on 2/12/88
@ 2:03 pm @ Job
Location of Pour: Footings for Water Added: None
Headwalls, pipes #97 & #175.
Class of Concrete: 3500 P.S.I.
Slump of Concrete: 4 3/4"
Contractor: Derrico Construction
Admixture: None
Supplier: Russell Concrete Inc.
Quantity: 5.5 cu. yds.
Truck Number: 3
Ticket Number: 98663
Mixing Time 41 Min.
Bldg. Permit No.: N/A
Cylinders Cast By: R.Plemmons
Truck Type: Drum
Air Temp.:
Compression Test Concrete Temp
Air Content:
Mark
Sect. Area
Crushing
Crushing Strength
Aver. Age
Due
Sq. Inch
Load(lbs)
(lbs per sq. inch)
Days
Date
9
28.27
100,000
3540
7
2/19/88
9
28.27
129,000
4560
28
3/11/88
9
28.27
134,000
4760
28
3/11/88
Remarks:
Respeatfully 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, Ma 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
•
U
ATEC Associates, Inc.
'- 11779 Canova Street, S.E.
Palm Bay, Florida 32909
(305) 724-1273
REPORT
of
CONCRETE TESTS
Project: Sebastian Highlands Unit #17
Client: General Development Corp.
Test Method: Slump and Cylinders
Class A
Page 1 of 1
Date: 2/04/88
Client#: 66 Project#: 71-72-046
Release#: 3871-04
Lab #: SH880151
3 Concrete Cylinders Cast on 2/04/88
@ 11:14 am @ Job
Location of Pour: Schumann Dr. Water Added: 0 gals.
N bound lane @ pipe #28
Quantity: 7 cu. yds.
Class of Concrete: 3000 P.S.I.mix 4647 Truck Number: 3890
Slump of Concrete: 6 1/4" Ticket Number: 1560-190201
Contractor: General Development Corp. Mixing Time 30 Min.
Admixture: 2% Quick set Bldg. Permit No.: N/A
Supplier: Rinker Material Vero Beach Cylinders Cast By: B.Hiles
Truck Type: Drum
Mark Sect. Area
Sq. Inch
6 28.27
6 28.27
6 28.27
Remarks:
Compression Test
Crushing Crushing Strength
Load(lbs) (lbs per sq. inch)
75,000 2650
93,000 3290
87,000 3080
•
Offices:
Cincinnati, OH
Anchorage, AK
Dallas, TX
Atlanta, GA
Dayton, OH
Baltimore, MD
Denver, CO
Birmingham, AL
Ft. Wayne, IN
Chicago, IL
Gaitherburg, MD
Air Temp.:
Concrete Temp.:
Air Content:
Aver. Age Due
Days Date
7 2/11/88
28 3/03/88
28 3/03/88
Respectfully Submitted,
Atec.Associates, Inc,
John W.. ,Har l lee , 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 Encineers and Environmental Scientists
•
� 0
ATEC Associates, Inc.
IV1779 Canova Street, S.E.
T ,' Palm Bay, Florida 32909
(305) 724-1273
REPORT Class A
of Page 1 of 1
CONCRETE TESTS
Date: 2/01/88
Project: Sebastian Highlands Unit #17 Client#: 66 Project#: 71-72-046
Client: General Development Corp. Release#: 3871-04
Test Method: Lab #: SH880145
3 Concrete -Cylinders Cast on 2/01/88
@ 2:45 pm @ Job
Location of Pour: Water Added: 15 gals.
Footings for 9 C.S.& connecting Headwall
Quantity: 7 cu. yds.
Class of Concrete: 3500 P.S.I. Truck Number: 29
Slump of Concrete: 2 1/2" Ticket Number: 97776
Contractor: Derrico Construction Mixing Time 40 Min,
Admixture: None Bldg. Permit No.: N/A
Supplier: Russell Concrete Cylinders Cast By: R.Plemmons
Truck Type: Drum
Air Temp.:
Compression Test Concrete Temp.:
Air Content:
Mark Sect. Area Crushing Crushing Strength Aver. Age Due
Sq. Inch Load(lbs) (lbs per sq. inch) Days Date
5 28.27 116,000 4100 7 2/08/88
5 28.27 140,000 4950 28 3/29/88
5 28.27 142,000 5020 28 3/29/88
Remarks:
Respectfully Submitted,
Atec _-.Ass.oci/ates, Znc.
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, MID : ; : , , , 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
ATECAssociates, Inc.
V1779 Canova Street, S.E.
Palm Bay, Florida 32909
(305) 724-1273
•
I•
•
REPORT
of
CONCRETE TESTS
Class A
Page 1 of 1
Date: 2/17/88
Project: Sebastian Highlands Unit #17 Client#: 66 Project#: 71-72-046
Client: General Development Corp. Release#: 3871-04
Test Method: AASHTO T-99 Lab #: SH880172
3 Concrete Cylinders Cast on 2/17/88
@ 1:45 pm @ Job
Location of Pour: Water Added: 8 gals.
Headwalls for storm drains #97+175
Class of Concrete: 3500 P.S.I.
Slump of Concrete: 2 3/4"
Contractor: Derrico Construction
Admixture: None
Supplier: Russell Concrete
Mark Sect. Area
Sq. Inch
11
Remarks:
Quantity: 8 cu. yds.
Truck Number: 19
Ticket Number: 98863
Mixing Time 1 hr.
Bldg. Permit No.: N/A
Cylinders Cast By: R.Plemmons
Truck Type: Drum
Compression Test
Crushing Crushing Strength
Load(lbs) (lbs per sq. inch)
111,000 3930
Offices: Cincinnati, OH
Anchorage, AK Dallas, TX
Atlanta, GA Dayton, OH
Baltimore, MD Denver, CO
Birmingham, AL Ft. Wayne, IN
Chicago, IL Gaitherburg, MD
Air Temp.:
Concrete Temp.:
Air Content:
Aver. Age Due
Days Date
7 2/24/88
28 3/16/88
28 3/16/88
Respectfully Submitted,
Atec :Associates, Iris.
John -W:. Harllee,-•P.E.-
Vice Pi-.esident
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
Consulhna Geotechnical / Materials Enei.neers. and Environmental Scientists
•
•
•
ATEC Associates, Inc.
1779 Canova Street, S.E.
Palm Bay, Florida 32909
(305) 724-1273
--PORT Class A
Of Page 1 of 1
CONCRETE TESTS
Date: 2/05/88
Project: Sebastian Highlands Unit #17 Client#: 66 Project#: 71-72-046
Client: General Development Corp. Release#: 3871-04
Test Method: Slump/ASTMC 143, making & curing Lab #: SH880156
specimens/ASTMC31
3 Concrete Cylinders Cast on 2/05/88
@ 2:30 pm @ Job
Location of Pour: Headwall and 9 C.S
Structure.
Class of Concrete: 3000 P.S.I.
Slump of Concrete: 3"
Contractor: Derrico Construction
Admixture: None
Supplier: Russell Concrete/Vero Beach
Water Added: 10 gals.
Quantity: 10 cu. yds.
Truck Number: 33
Ticket Number: 98312
Mixing Time 55 Min.
Bldg. Permit No.: N/A
Cylinders Cast By: R.Plemmons
Truck Type: Drum
Compression Test
Mark Sect. Area Crushing Crushing Strength
Sq. Inch Load(lbs) (lbs per sq. inch)
7 28.27 88,000 3110
Remarks:
Air Temp.:
Concrete Temp
Air Content:
Aver. Age Due
Days Date
7 2/12/88
Respectfully Submitted,
Atec Associates, Inc.
C9-1CO Nut �'
John W. Harllee, P.E.
Vice President
Consulting Geotechnical / Materials Engineers. and Environmental Scientists
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
� 0
ATEC Associates, Inc.
V1779 Canova Street, S.E.
Palm Bay, Florida 32909
(305) 724-1273
of Page
�1V it � -3 R�''�ETLi LU TE ST
V U
nate: /12 ,
"88
Project: Sebastian Highlands Unit #17 Client.#: 66 Project#: 71-72-046
Client: General Development Corp. Release#: 3871-04
Test Method: AASHTO T-99 Lab #: SH880164
3 Concrete Cylinders Cast on 2/12/88
@ 2:03 pm @ Job
Location of Pour: Footings for
Headwalls, pipes 997 & #175.
Class of Concrete: 3500 P.S.I.
Slump of Concrete: 4 3/4"
Contractor: Derrico Construction
Admixture: None
Supplier: Russell Concrete Inc.
Water Added: None
Quantity: 5.5 cu. yds.
Truck Number: 3
Ticket Number: 98663
Mixing Time 41 Min.
Bldg. Permit No.: N/A
Cylinders Cast By: R.Plemmons
Truck Type: Drum
Remarks:
Air Temp.:
Compression Test
Concrete Temp.:
C327" WN�
Air Content:
Mark
Sect. Area
Crushing
Crushing Strength
Aver. Age
Due
Sq. Inch
Load(lbs)
(lbs per sq, inch)
Days
Date
9
28.27
100,000
3540
7
2/19/88
9
28.27
129,000
4560
28
3/11/88
9
28.27
134,000
4760
28
3/11/88
Remarks:
Respectfully Submitted,
Atec Associates, Inc.
C327" WN�
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.
V 1779 Canova Street, S.E.
Palm Bay, Florida 32909
(305) 724-1273
REPORT Class A
of Page 1 of 1
CONCRETE TESTS
Date: 2/17/88
Project: Sebastian Highlands Unit #17 Client#: 66 Project#: 71-72-046
Client: General Development Corp. Release#: 3871-04
Test Method: ASTM C143, ASTM C31 Lab #: SH880172
3 Concrete Cylinders Cast on 2/17/88
@ 1:03 pm @ Job
Location of Pour: Headwalls for storm Water Added: 8 gals.
drains #97 & #175
Quantity: 8 cu. yds.
Class of Concrete: 3500 P.S.I. Truck Number: 19
Slump of Concrete: 1 3/4" Ticket Number: 98863
Contractor: Derrico Construction Mixing Time 1 Hr.
Admixture: None Bldg. Permit No.: N/A
Supplier: Russell Concrete Inc. Cylinders Cast By: R.Plemmons
Truck Type: Drum
• Air Temp.:
Compression Test Concrete Temp
Air Content:
Mark Sect. Area Crushing Crushing Strength Aver. Age Due
Sq. Inch Load(lbs) (lbs per sq, inch) Days Date
11 28.27 111,000 3930 7 2/24/88
11 28.27 149,500 5290 28 3/16/88
11 28.27 146,000 5160 28 3/16/88
Remarks: 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.
' 1779 Canova Street, S.E.
Palm Bay, Florida 32909
(305) 724-1273
REPORT
of
CONCRETE TESTS
Project: Sebastian Highlands Unit #17
Client: General Development Corp.
Test Method: ASTM C143, ASTM C31
Class A
Page 1 of 1
Date: 2/15/88
Client#: 66 Project#: 71-72-046
Release#: 3871-04
Lab #: SH880165
3 Concrete Cylinders Cast on 2/15/88
@ 2:28 pm @ Job
Location of Pour:Headwalls for pipe 35 Water Added: 0 gals.
Class of Concrete: 3000 P.S.I.
Slump of Concrete: 2 1/2"
Contractor: Derrico Construction
Admixture: None
Supplier: Russell Concrete Inc.
Mark Sect. Area
Sq. Inch
10 28.27
Crushing
Load(lbs)
105,000
10 28.27 137,500
10 28.27 130,000
Remarks:
Offices:
Anchorage, AK
Atlanta, GA
Baltimore, MD
Birmingham, AL
Chicago, IL
Cincinnati, OH
Dallas, TX
Dayton, OH
Denver, CO
Ft. Wayne, IN
Gaitherburg, MD
Quantity: 5.5 cu, yds.
Truck Number: 33
Ticket Number: 98741
Mixing Time 30 Min,
Bldg. Permit No.: N/A
Cylinders Cast By: R.Plemmons
"ruck Type: Drum
Compression Test
Crushing Strength
(lbs per sq. inch)
3710
4670
4600
Air Temp.:
Concrete Temp.:
Air Content:
Aver. Age
Due
Days
Date
7
2/22/88
28
3/14/88
28
3/14/88
Respectfully Submitted,
-
Atec_Associates, Inc.
C3G,VA W f 12
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 Enoineers and Environmental Scientists
•
ATEC Associates, Inc. CLASS AS
VVo:G-eo,g:o
`-c s
CONCRETE TEST REPORT
Test Lai No.: SH880021
P r o j e c z : SABASTIA14 HIG ,1ANDS UNIT #17 WR# 3871-04 Test Set No.: A-2
Client: GENERAL DEVELOP,'lEVF CORP. Sup tier: RUSSEL CONCRETE INC.
I -LD T,ST DATA `"!Y. DESIGN R-OUIR:w-NTS
R, PI FT'N7<) .S o 3
Sampled 1:00 pn
SiumD 3; -i, Content
Unit igh- :)c-, yield ft !yam'
h 3500 s.
TYPE SP-CI"i I.S. 6x12 CYLIMFRS ^'`a 28.27
Test I ype Location of rC::r
j IA.pe,I
=ail r„-
Co-?ressi
:arils When S1 e"
_Date
( !es_ed Days)
Load, _
Strencth,pt,
I
1
MOIST C.S. r kST SIDE Or SCE LkIANN
I 1/18/88
I 7
110,000
3890
[,,TEST WALL
! i
� 6 CU. YDS.
I
1
Concrete tests performed in accordance with appliciable ASTM - ACI Standards.
Remarks:
cc:
G,?ATII? ADDE): 2 GALS. AF= SLUMP
TIC= NO. 96749
Respectfully Submitted,
•
0
ATEC Associates, Inc. CLASS A
Dr
VV of �o,flio
G
. :'OriAttO. .:. 3�.''..',:
CONCRETE TEST REPORT
Test Lab No.: SH880076
?roject: SEBASTIAN HIGHLANDS UNIT #17 WR# 3871-04 Test Se; No.: A-4
Client: GENERAL DEVELOPMENT CORP. Suppl ier: RUSSELL CONCRETE INC,
FIELD TEST DATA MIX DESIGN REQUIR-�4ENTS
Data Sample 1/18/88
Samp 1 e- By R. PLEMMONS
True Number 20
Time: Batchec Sampled is 5pm
Temperarture. .sir Concrete
Slump 12 in., Air ConrPn`
Uri t ''eight :)z;7, Yield ft,/yd/yds
=.eo 28 Day, Compressive S _ moth 3500 ^s
oe Mix
TYPE SP ECIMENS: 6X12 CYLINDERS ,rea : 28.27
(Test
Type
Location, of Pour
Date
IAge
Failure
Corp ressi�.e
Curing
Yards Wher, Sample'
c
Tested
1✓ ays
Load,
Strencth ^si
1
IMOISTI
HEADWALLS FOR STORM DRAIN #52
1/22/88
7
143,000
5060
1 AT D.R.O.W. 17-1, ARCADIAN DR.
6sq. yds.
+I
I
NOTE: Concrete tests performed in accordance with appliciable ASTM - ACI Standards.
Kema rks :
cc:
WATER ADDED: 8 GAL. BEFORE SLUMP 8 GALS. AFTER
TICKET NO. 97020
•
� 0
uJ
ATEC Associates, Inc. CLASS A
VV11 �o19ia ...
1 i� !"OydS !n•�LS`;:i:' r. Ciigtl0. �. 300-62
4,}: ?' -9450
CONCRETE TEST REPORT
Test Lab No.: SH88O025
Project: SABASTIAN HIGHLANDS UNIT #17 W3871-04 Test Set No.: A-3
Client: GENERAL DE\TWPMENT CORP. SuppIier:RUSSEL CONCRETE INC.
FIELD TEST DATA MIX DESIGIJ REOUIREwENTS
to Sampl 1-12-88 '.e� �$— Day ComarPssi�P S. _ngth 3500
S a rrp l e d BY. R. PLEMMONS N o. 3
Truce Number 32
Time: Bated Sampled 2:40 pm
Temperature: r,ir Concrete
Slump 54 in., ..ir Content
;init 'Weight Dcf, Yield t d
YPr SPECIMENS: 6x12 CYLINDERS "'Pa 28.27
Test
Type I Location of Pour
Date
Age,
=ailuro
Com,-ressI e
Curincl Yards When Sampled
-
TPS :PG
Days
Load,
Strencth,.Ds;
t
1
MOIST
C.S. #1 HEADWALL WEST SIDE Or
1119
7
94,500
`
I 3340 i
SCIERvIANN
I
1
32 SQ. YDS.
i
NOTE: Concrete tests performed in accordance with appIiciable ASTM - ACI Standards.
Remarks:
cc:
WATER ADDED: 0
TICKET NO. 96820
ATEC Associates, Inc.
1779 Canova Street, S.E.
Palm Bay, Florida 32909
(305) 724-1273
REPORT Class A
of Page 1 of 1
CONCRETE TESTS
Date: 3/3/88
Project: Sebastian Highlands Unit #17 Client#: 66 Project#: 71-72-046
Client: General Development Corp. Release#: 3871-04
Test Method: Making & Curing Specimans (ASTM C31) Lab #: SH880149
Slump(ASTM C143)
3 Concrete Cylinders Cast on 2/2/88
@ 11:03 am @ Job
Location of Pour: Water Added: None
Schumann Dr. S bound lane @ pipe #28
Quantity: 10 cu. yds.
Class of Concrete: 3000 P.S.I. Truck Number: 1639
Slump of Concrete: 7" Ticket Number: 1566-190099 190100
Contractor: General Development Corp. Mixing Time 35 Min.
Admixture: 2% Quick Set Bldg. Permit No.: N/A
Supplier: Rinker Materials Vero Beach Cylinders Cast By: R.Plemmons
Truck Type: Drum
• Air Temp.:
Compression Test Concrete Temp.:
Air Content:
Mark Sect. Area Crushing Crushing Strength Aver. Age Due
Sq. Inch Load(lbs) (lbs per sq. inch) Days Date
6 28.27 68,000 2410 7 2/10/88
6 28.27 86,000 3040 28 3/02/88
6 28.27 89,000 3150 28 3/02/88
I
Remarks:
Truck came with
two tickets
Respectfully Submitted,,
Atec Associates, 'Inc.
6r-
John,W.',Harlleei P;E.
•
Vice' Presddent
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
[7
U
ATEC Associates, Inc.
1779 Canova Street, S.E.
Palm Bay, Florida 32909
(305) 724-1273
REPORT Class A
of Page 1 of 1
CONCRETE TESTS
Date: 2/04/88
Project: Sebastian Highlands Unit #17 Client#: 66 Project#: 71-72-046
Client: General Development Corp. Release#: 3871-04
Test Method: Slump and Cylinders Lab #: SH880151
3 Concrete Cylinders Cast on 2/04/88
@ 11:14 am @ Job
Location of Pour: Schumann Dr. Water Added: 0 gals.
N bound lane @ pipe #28
Quantity: 7 cu, yds.
Class of Concrete: 3000 P.S.I.mix 4647 Truck Number: 3890
Slump of- Concrete: 6 1/4" Ticket Number: 1560-190201
Contractor: General Development Corp. Mixing Time 30 Min.
Admixture: 2% Quick set Bldg. Permit No.: N/A
Supplier: Rinker Material Vero Beach Cylinders Cast By: B.Hiles
Truck Type: Drum
Air Temp.:
Compression Test Concrete Temp,:
Air Content:
Mark Sect. Area Crushing Crushing Strength Aver. Age Due
Sq. Inch Load(lbs) (lbs per sq. inch) Days Date
6 28.27 75,000 2650 7 2/11/88
6 28.27 93,000 3290 28 3/03/88
6 28.27 87,000 3080 28 3/03/88
Remarks: Respeot,fully 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
� 9
0
•
ATEC Associates, Inc.
V1779 Canova Street, S.E.
Palm Bay, Florida 32909
(305) 724-1273
REPORT Class A
of Page 1 of 1
CONCRETE TESTS
Date: 2/11/88
Project: Sebastian Highlands Unit #17 Client#: 66 Project#: 71-72-046
Client: General Development Corp. Release#: 3871-04
Test Method: Making & Curing Specimans (ASTM C31) Lab #: SH880163
Slump(ASTM C143)
3 Concrete Cylinders Cast on 2/11/88
@ 3:16 pm @ Job
Location of Pour:
Footings for Headwalls, pipe #35
Class of Concrete: 3000 P.S.I.
Slump of Concrete: 2"
Contractor: Derrico Construction
Admixture: None
Supplier: Russell Concrete
Water Added: 5 gals. before slump
3 gals. after slump
Quantity: 5 cu, yds.
Truck Number: 33
Ticket Number: 98597
Mixing Time 30 Min.
Bldg. Permit No.: N/A
Cylinders Cast By: R.Plemmons
Truck Type: Drum
Compression Test
Mark Sect. Area Crushing Crushing Strength
Sq. Inch Load(lbs) (lbs per sq. inch)
Air Temp.:
Concrete Temp.:
Air Content:
Aver. Age Due
Days Date
8 28.27
97,000
3430
7
2/18/88
8 28.27
145,000
5130
28
3/10/88
8 28.27
142,000
5040
28
3/10/88
Remarks:
Respectfully Submitrted,
Atec:Associiates, 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.
Sect. Area
Crushing
Crushing Strength
Canova Street. S.E.
Due
Sq. Inch
V1779
Palm Bay, Florida 32909
(lbs per sq. inch)
Days
Date
(305) 724-1273
28.27
68,000
2410
•
2/10/88
6
28.27
REPORT
3040
Class
A
of
28.27
Page 1
of 1
CONCRETE TESTS
3/02/88
Cincinnati, OH
Dallas, TX
Griffith, IN
Longmont, CO
Date:
3/3/88
Project: Sebastian Highlands Unit #17
Client#: 66
Project#:
71-72-046
Client: General Development Corp.
Denver, CO
Release#:
3871-04
Test Method: Making & Curing Specimans
(ASTM C31)
Lab #:
SH880149
Slump(ASTM C143)
Washington, DC Newport News, VA
Chicago, IL
Gaitherburg, MD
3 Concrete Cylinders Cast on 2/2/88
Nashville, TN
West Palm Beach, FL Norfolk. VA
@ 11:03
am @ Job
Consulting Geotechnical / Materials Engineers. and Environmental Scientists
Location of Pour:
Water Added: None
Schumann Dr. S bound lane @ pipe #28
Quantity: 10
cu, yds.
Class of Concrete: 3000 P.S.I.
Truck Number:
1639
Slump of Concrete: 7"
Ticket Number:
1566-190099
190100
Contractor: General Development Corp.
Mixing Time
35 Min,
Admixture: 2% Quick Set
Bldg. Permit No.:
N/A
Supplier: Rinker Materials Vero Beach
Cylinders Cast
By: R.Plemmons
Truck Type:
Drum
Air Temp.:
Compression Test Concrete Temp.:
Air Content:
Mark
Sect. Area
Crushing
Crushing Strength
Aver. Age
Due
Sq. Inch
Load(lbs)
(lbs per sq. inch)
Days
Date
6
28.27
68,000
2410
7
2/10/88
6
28.27
86,000
3040
28
3/02/88
6
28.27
89,000
3150
28
3/02/88
Remarks:
Truck came with
two tickets
Respectfully Submitted,
Atec Associates, Inc.
John W. Harll:ee, 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.
1779 Canova Street, S.E.
Palm Bay, Florida 32909
(305) 724-1273
REPORT
of
CONCRETE TESTS
Class A
Page 1 of 1
Date: 2/05/88
Project: Sebastian Highlands Unit #17 Client#: 66 Projefl 71-72-046
Client: General Development Corp. Release#: 3871-04
Test Method: Making & Curing Specimans (ASTM C31) Lab #: SH880156
Slump(ASTM C143)
3 Concrete Cylinders Cast on 2/11/88
@ 3:16 pm @ Job
Location of Pour:
Headwall & 9 C.S. Structure
Class of Concrete: 3000 P.S.I.
Slump of Concrete: 3"
Contractor: Derrico Construction
Admixture: None
Supplier: Russell Concrete
Water Added: 10 gals.
Quantity: 10 cu. yds.
Truck Number: 33
Ticket Number: 98312
Mixing Time 55 Min.
Bldg. Permit No.: N/A
Cylinders Cast By: R.Plemmons
Truck Type: Drum
•
Air Temp.:
Compression Test
Concrete Temp.:
Air Content:
Mark Sect.
Area Crushing Crushing
Strength
Aver. Age Due
Sq. Inch
Load(lbs) (lbs per
sq, inch)
Days Date
7 28.27
88,000
3110
7 2/12/88
7 28.27
128,500
4550
28 3/04/88
7 28.27
123,500
4370
28 3/04/88
Remarks:
Respectfu11V Subnnitted�,
Atec AsV59diates`-, I.nc."
John W. 'Har l l ee;, ; P.:
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.
1779 Canova Slrcet. SJ"
VV Palin Bay, Florida 3:1909
(305) 721.1. 1273
CYLINDER REPORT
CLASS A
PAGE 1 OF 1
DATE: 1/6/88
PROJECT: SEBASTIAN HIGHLANDS UNIT #17 CLI ENT# : 66 _ PROJ_ECT# : 71-72-046
CLIENT: GENERAL DEVELOPMENT CORP. ----------- W��ELEASE 3871-04
TEST METHOD: `— _ _ —_ __ LAB NO; SH880017
3 CONCRETE CYLINDERS CAST ON 1/6/88
-C 3:10 AM PM @ JOB PLANT
SAMPLE
LOCATION OF POUR
CLASS OF CONCRETE
SLUMP OF CONCRETE
CONTRACTOR
ADMIXTURE
:UPPLIE
MARK SECT. AREA
1 SQ. INCH
4 gal. before
WATER ADDED 4 after GALS.
C S #1 STRUCTURE, EAST WALL QUANTITY
3 Ods .
TRUCKCLASS 1 3500 PSI TICKET NO. 96533
2211 MIXING TIME 1hr. 1 n.
BLDG. PERMIT NO.
-DERRICO CONSTRUCTION CYLS . CAST BY R. PLEMMON
TRUCK TYPE DRUM
RUSSEL CONCRETE INC.
AIR TEMP.
COMPRESSION TEST CONCRETE TEMP.
CRUSHING LOAD
LBS.
AIR CONTENT
CRUSHING STRENGTH AVER.
LBS. PER SQ. INCH
AGE DUE
DAYS DATE
A-1 28.27 112,000 3960 7 1/13
A-1
28.27
149,000
5270
28
2/3'
A-1
28.27
151,000
5340
28
2/3"
REMARKS:
0
Offices:
Anchorage. AK
Atlanta, GA
Baltimore, MD
Birmingham, AL
Chicago, IL
Raleigh, NC
Salisbury, MD
Corporate office:Iafian;y,ons,uv
Savannah, GA
Cincinnati, 011
Toledo, OH
Cwinldly. VA
Dallas, TX
Grilfith, IN
Longmont. CO
Dayton, OH
Himisville, AL
Lousiville. KY
Denver, CO
Indianapolis. IN
Miami, FL
Fl. Wayne, IN
Jacksonville, FL
Montgomery, AL
Gaitherburq, MD
Lexington. KY
Nashville TN
Raleigh, NC
Salisbury, MD
Affiliates:
Savannah, GA
Alexandria. VA
Toledo, OH
Cwinldly. VA
Washington, DC
Newporl New;, VA
Wp.. 01I11 n,,1..1. r.
,..i... v.
ATEC Associates, Inc.
v V' m Paf!-.) Bay. Fforida
1773 Canova Slrcrt.
7 21
CYLINDER REPORT
PROJECT: Sebastian Highlands Unit #17CLIENT#:
CLASS A
PAGE 1 OF 1
DATE: 1/11/88
66 PROJECT#: 71-72-046
CLIENT: General Development Corp. �.�3871-04
----------- ---------------. RE -LEASE#----- __.
TEST METHOD: LAB NO: SH880021
SAMPLE: 3CONCRETE. CYLINDERS CAST ON 1/11/88
—@ 1:00 AM PM @ JOB PLANT
LOCATION OF POUR
CLASS OF CONCRETE
SLUMP OF CONCRETE
CONTRACTOR
ADMIXTURE
wUPPLIER
MARK SECT. AREA
2 SQ. INCH
After slump
WATER ADDED 2_GALS.
CS #1 East side of Schumann/W. Wall QUANTITY 1h yds.
TRUCK NO. 44
3500 TICKET NO. 96744
3411 MIXING TIME 29 min.
BLDG. PERMIT NO.
Derrico Construction CYLS. CAST BY R .Plemmons
None TRUCK TYPE Drum
Russel Concrete Inc.
AIR TEMP.
COMPRESSION TEST CONCRETE TEMP.
CRUSHING LOAD
LBS.
AIR CONTENT
CRUSHING STRENGTH AVER. AGE DUE
LBS. PER SQ. INCH DAYS DATE
A-2 28.27 1103000
3890
7
1/18/88
129,000
4560
28
2T8 -T8-8
126,000
4460
28
2 8 88
REMARKS:
•
Offices:
Anchorage, AK
Atlanta, GA
Ballimore, MD
Rlrminnham Al
Cincinnati, 011
Dallas, TX
Dayton, OH
Donvor, CO
F1 Wnv IN
Corporate office. in,b;vlapuhs. IN
fialeigh. NC .
Salisbury. A1D Affiliates:
Savannah. GA Alexandr41. VA
Toledo, OFI Chantilly- VA
Grillilh. IN Longmont, CO
Huntsville, AL Lousivillc, KY
Indianapolis, IN Miami, FL
RESPECTFULLY SUBMITTED,.,
ATEC
ASSOCIATES;
-INC:
�r9�lM ZU
JOHN
W. HARLLEE.,: _P•. E'.
VICE
PRESIDENT
Corporate office. in,b;vlapuhs. IN
fialeigh. NC .
Salisbury. A1D Affiliates:
Savannah. GA Alexandr41. VA
Toledo, OFI Chantilly- VA
Grillilh. IN Longmont, CO
Huntsville, AL Lousivillc, KY
Indianapolis, IN Miami, FL