Freeport NIP(4)-LR 960221reed engineering
CONCRETE COMPRESSION TEST REPORT
GEOTECHNICAL CONSULTANTS
12 ~BNO.: 2317.5
Freeport North
Slab - D-3 to E.2 and D2.5 to E2.5
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
02/21/96
4000 PSI
40/440 yds
,~,~~R: Gromatzky Dupree & Associates
~"~DEY: F. Steadman
McFadden & Miller
M.E.P.C. American Properties OA~:
'BY ORDER OF:
03/20/96
02/28/96ORoE, ,UMaE,:
Client
(6 x 12 INCH) NOMINAL CYUNDER ~IZE: AREA-28.2~ SQ. IN.
LABORATORY NUMBER
~,- NUMUR: FN022101
FN022102
79,500 108,500
7 28
2810 3840
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRE~81VE STRENGTH, P~:
AVERAGE 81'RENGTH, PSi:
FN022103
110,000
28
3890
TYPE ~EA~ CONIC~ N.N.O.)
~: Does not comply with specification
3870
METHOO OF CURING: FIELD DAYS, LABORATORY FROM
1
TEMPERATURE: AMBIENT 'F MIX
41 65
0F
~ME
SAMPLE:
07: 15
~£ OF co.c.~: TXI
TRANSPORTED BY
02/22/96
AIR CONTENT
Reed
SLUMP
INCHES
5.00
NO
PICK-UP CHARGE:
.~x COOE: 39
~Cr, ET NO.: 540688
FINE A(]QflEOATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
Amax'rURE(S):
UNIT WEIGHT PCF
YIELD CF/C(
D~I~IBUT~N: (1) M.E.P.C. American Properties/Mr. Rob Ahmut~
(1) McFadden & Miller/Mr. Jon Jacobson
(1) Gromatzky Dupree & Associates/Mr. Scott McCr~N.~
(1) City of Coppell/Mr. Larry Davis B~NE~
(1) City of Coppell/Mr. Lee Stone
TEST METHODS: ASTM C$1, C~, 01~. 01~. CI~. C~I. ORCI~
2424 STUl~ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019
12
Freeport North
Slab - D-8.5 to D~9, E-8.5 to E-9
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
2317.5
JOB NO.: DATE OAb~:
~PECIFICATION:
QUANTITY REPRE.~d~rE~.
02/21/96
4000 PSI
210/440 yds
~C.~a~NEER: Gromatzky Dupree & Associates
WPt~D SY: F. Steadman
McFadden & Miller
M.E.P.C. American Properties
DATE:
'BY ORDER OF:
03/20/96
02 / 28 / 96ORDER NUMaEN:
Client
(~ x 12 INCH) NOMIN~. CYLINDER SIZE: AREA-28.26 ~Q. IN.
LABORATORY NUMBER
mm~.UU~R: FN022104
FN022105
88,500 120,600
7 28
3130 4270
MAX]MUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRE~81VE STRENGTH. PSI:
AVERAGE BTRENOTH, PSI:
FN022106
121,500
28
4300
TYPE ~F. AK: CONICAL N.N.O.)
~s: Does comply with Specification
4290
METHOO OF CURING: FIELD DAYS, LABORATORY FROId
1
TEMPERATURE: AMBIENT *F MIX 'F.
57 68
T,.E OF W,',.£: 0 9: 0 5 ~
TXI
~)URCE OF CONCRETE:
FINE AGGREGATE:
COAP. BE AQGREGATE:
WATER:
CEMENT:
FLY ASH:
TRANSPORTED BY
02/22/96
AIR CONTENT
Reed
8LUMP
INCHES
4.50
w,~ NO
PICK-UP CHARGE:
M,X COOE: 39 nc~ NO.: 540872
UNIT WEIGHT PCF
YIELD CF/CY
(1) Gromatzky Dupree & Associates~Mr. Scott McC~
O,Sm,BUnO,: (1) M.E.P.C. American Properties/Mr. Rob Ahmut
(1) McFadden & Miller/Mr. Jon Jacobson
(1) City of Coppell/Mr. Larry Davis aeNEO
(1) City of Coppell/Mr. Lee Stone
TE~T METHOO~: A~TId C 31. C 39, C 143, C 173, C 192, C 231, OR C 1064
pAG;2 OF 4
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/3 50-0019
REPORT NO.:
PROJECT:
LOCATION:
12
Freeport North
Slab - A.2-16 to A.2-16.5 and B-16 to
B-16.5
reed engineering
CONCRETE COMPRESSION TEST REPORT
2317.5
JOB NO.:
GEOTECHNICAL CONSULTANTS
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:.
02/21/96
4000 PSI
400/440 yds
~CH.~CTa.~NE~: Gromatzky Dupree & Associates
SAM.t.;DSY: F. Steadman
CONTRACTOR:
REPORTED TO:
McFadden & Miller
M.E.P.C. American Properties
BY ORDER OF;
03/20/96
02 / 28 / 96ORDE. NU.BE.:
Client
(6 x 12 INCH) NOMINAL CYLINDER ~IZE: AREA.28.26 ~Q. IN.
FIELD NUMBER:
MAXIMUM LOAD. LBS:
AGE WHEN TESTED, DAYS:
~PRESBIVE STRENGTH, PSI:
AVERAGE STRENGTH,
TYPE 8REAK: CONICAL (U.N.O.)
REMARKS:
lABORATORY NUMBER
FN022107 FN022108 FN022109
78,300 102,600 96,500
7 28 28
2770 3630 3410
Does not comply with specification
3520
MC=TH(X) OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF ~AMIN..E:
80URCE OF CONCRETE:
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
11:15
TXI
DAYS. LABORATORY FROM TRANSPORTED BY
1 02/22/96 Reed
"F MIX *F, AIR CONTENT cA, 8LUMP INCHES
75 70 5.00
,o
M,X ~OE: 39 ~C~ NO.: 541087
UNIT WEIGHT PCF
YIELD CF/CY
McC~
mmm,aUnON: (1) M.E.P.C. American Properties/Mr. Rob
(1) McFadden & Miller/Mr. Jon Jacobson
(1) Gromatzky Dupree & Associates/Mr. Scott
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone
TEST METHO0~: ~ O 31. C ~. C 1~ O I~. C 1,2. C ~1. OR C 1~ pAG~ 3 OF 4
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019
12
Freeport North~
Piers- L-9.1, L-8.6, L-8.1, L-7.6,
L-7.1
reed engineering
CONCRETE COMPRESSION TEST REPORT
2317.5
GEOTECHNiCAL CONSULTANTS
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
02/21/96
4000 PSI
10/10 yds
AiK~m;~EEn: Gromatzky Dupree & Associates
co~mac~ McFadden & Miller
~Te M.E.P.C. American Properties DAm:
8AMPt. ED BY:
'BY ~R ~:
03/20/96
02/28/96~,NOMBE,:
F. Steadman
Client
(6 x 12 INCH) NOMINAL CYUNDER 81ZE: AREA-28.26 SQ. IN.
REID NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED. DAYS:
COMPflESSWE STRENGTH. PSI:
AVERAQE STRENGTH, PSI:
TYPE BI:lEAK: CONICAL (U.N.O.)
REMARKS:
FN022110
77,500
7
2740
LABORAT~Y NUMB~
FN022111
115,000
28
4070
Does comply with Specification
FN022112
112,600
28
3980
4030
METHOD OF CURING: . FIELD DAYS, LABORATORY FROM
1
TEMPERATURE: AMBIENT 'F MIX
75 70
T~E OF SAM,L~: 11: 00 A~
~QU~cE OF co.c.~m: TX I
'F,
TRANSPORTED BY
02/22/96
AIR CONTENT
Reed
SLUMP
INCHES
5.00
NO
PICK.UP CHARGE:
Mix cooe: 5
TICKET NO.: 541075
FINE AQQREQATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY A~I:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CF/CY
McC~
~ST,.s~no~: (1) M.E.P.C. American Properties/Mr. Rob Ahmu
(1) McFadden & Miller/Mr. Jon Jacobson
(1) Gromatzky Dupree & Associates/Mr. Scott
(1) City of COppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone
TENMETHOO8: ABI'M Ca1, C~, C1~. C1~, Cte2, C~1,~C1~ p~; 4 OF 4
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019