Freeport NIP(4)-LR 960222 (3)REPORT NO.:
PROJECT;
LOCATION:
reed engineering
CONCRETE COMPRESSION TEST REPORT
GEOTECHNICAL CONSULTANTS
13 JO~NO.: 2317. 5
Freeport North
Slab - Gl.2 to Gl.5 and HI.2 to Hi.5
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
02/22/96
4000 PSI
30/510 yds
ARCH~ECT/ENGINEER: Gromatzky Dupree & Associates
McFadden & Miller
M.E.P.C. American Properties DATE:
SAMPLED BY:
BY ORDER OF:
o3/21/96
02 / 29 / 96OR~R NUMSER:
F. Steadman
Client
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-.28.26 SQ. IN.
LABORATORY NUMBER
FIELD NUMSER: FN022201
FN022202
83,300 118,800
7 28
2950 4200
MAXIMUM LOAD. LBS:
AGE WHEN TESTED. DAYS:
COMPRESSIVE STRENGTH. PSI:
AVERAGE STRENGTH. PSi:
4270
~ ~EAK: CONICAL (U.N.O.)
REM~KS: Does comply with Specification
FN022203
122,300
28
4330
METHOD OF CURING: FIELD DAYS, LABORATORY FROM
1
TEMPERATURE: AMBIENT 'F MIX CF,
63 70
TIME OF ~MPLE: 0 9: 0 5 AM/~
SQu~E OF CONCR~E: TX I
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
TRANSPORTED SY
02/23/96 Reed
AIR CONTENT %, SLUMP INCHES
5.00
PICK-UP CHARGE: YE~ NO
M,X CODE: 39 TICKET NO.: 541824
UNIT WEIGHT PCF
YIELD CF/CY
McC~-~
0,smmu~o,: (1) M.E.P.C. American Properties/Mr. Rob Ahmut'
(1) McFadden & Miller/Mr. Jon Jacobsen
(1.) Gromatzky Dupree & Associates/Mr. Scott
City of Coppell/Mr. Larry Davis SIGNED
(1) City of Coppell/Mr. Lee Stone
TEST METHOOS: ASTM C31, C39, C 143, C 173, C 192, C 231, OR C 1064 PAGE 1 OF 4
2424 STU~ DRIVE · SUITE4(X) · DALLAS, TEXAST~235 · 214/35(~5600 · (FAX) 214/35~0019
REPORT NO.:
PROJECT:
LOCATION:
reed 'engineering
CONCRETE COMPRESSION TEST REPORT
GEOTECHNICAL CONSULTANTS
13 ~SNO.: 2317.5
Freeport North
Slab - G-8 to G-8.5 and H-8 to H-8.5
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
02/22/96
4000 PSI
200/510 yds
~C.~CT~G,NEER: Gromatzky Dupree & Associates
~~: McFadden & Miller
R~O.TEOTe M.E.P.C. American Properties DATE:
SAMPLED BY:
BY ORDER OF:
o3/21/96
02 / 29 / 960~DER NUMSER:
F. Steadman
Client
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN.
FIELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, PSI:
AVERAGE STRENGTH, PSh
T%'PE BREAK: CONICAL (U.N.O.)
REMARKS:
LABORATORY NUMBER
FN022204 FN022205 FN022206
81,400 118,500 119,000
7 28 28
2880 4190 4210
Does comply with Specification
4200
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF ~AMPLE: 11: 25
SQURCE OF CONCRETE: TX I
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY A~H:
ADMIXTURE(S):
DAYS, LABORATORY FROM TRANSPORTED BY
1 02/23/96 Reed
*F MIX 'F, AIR CONTENT %. SLUMP INCHES
81 74 5.25
AMIP~ PICK-UP CHARGE: YB~ NO
M,X COOE: 3 9 TICKET NO.: 5 4 2 0 6 5
UNIT WEIGHT PCF
YIELD CF/CY
McC~
DISTR,SUnO,: (1) M.E.P.C. American Properties/Mr. Rob Ahmuty
(1) McFadden & Miller/Mr. Jon Jacobsen
(1) Gromatzky Dupree & Associates/Mr. Scott
(1) City of Coppell/Mr. Larry Davis S,GNED
(1) City of Coppell/Mr. Lee Stone
TEST M~HOOS: ~ C 31. C ~, C 1~, C 1~. C 192, C ~I, OR C I~ p~; 2 OF 4
2424 STUTZ DRIVE · SUITE4(X) · DALLAS, TEXAS75235 · 214/350~5600 · (FAX) 214/350-OO19
REPORT NO.:
PROJECT:
LOCATION:
13 ~NO.: 2317.5
Freeport North
Slab - J13.5 to 14 and K13.5 to 14
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
02/22/96
4000 PSI
370/510 yds
ARCH~E~NGINEER: Gromatzky Dupree & Associates
~CT~: McFadden & Miller
R~mTEOTO: M.E.P.C, American Properties OATE:
SAMPt. ED BY:
BY ORDER OF:
o3/21/96
02 / 29 / 960RDER NU~SER:
F. Steadman
Client
(6 x 12 INCH) NOMINAL CYLINDER SIZE: ARE~28.26 ~Q. IN.
FIELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED. DAYS:
COMPRES~VE STRENGTH, PSI:
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
LABORATORY NUMBER
FN022207 FN022208
90,400 128,500
7 28
3200 4540
Does comply with Specification
FN022209
127,500
28
4510
4530
METHOD OF CURING: FIELD DAYS, LABORATORY FROM
1
TEMPERATURE: AMBIENT eF MIX
86 78
TIME OF ~PLE: 01: 20 A~M.
BOURCE OF CONCRETE: TX I
'F,
TRANSPORTED BY
02/23/96
AIR CONTENT
Reed
SLUMP
INCHES
4.25
Y~iI~ NO
PICK-UP CHARGE:
MInx CODE: 39
~KETNO.: 542290
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT
YIELD
(1) Gromatzky Dupree & Associates/Mr. Scott McC
City of Coppell/Mr. Larry Davis
~STRIB~ION: (1) M.E.P.C. American Properties/Mr. Rob
(1) McFadden & Miller/Mr. Jon Jacobson
(1)
(1) City of Coppell/Mr. Lee Stone
TESTMETH~S: ASTM C31, C~, C1~. C 1~. C192. C~I, ORC 1~
PCF
CF/CY
PAGE3 OF 4
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35~5600 · (FAX) 214/350-0019
REPORT NO.:
PROJECT:
LOCATION:
13
Freeport North
Piers- J.4-1, H.9-1, H.4-1, G.9-1,
G.4-1
reed engineering
CONCRETE COMPRESSION TEST REPORT
2317.5
~0~ NO.:
GEOTECHNICAL CONSULTANTS
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
02/22/96
3000 PSI
10/10 yds
ARCH~CT~INEER: Gromatzky Dupree & Associates
McFadden & Miller
M.E.P.C. American Properties DATE:
SAMPLED BY:
BY OR~R OF:
o3/21/96
02/29/96~DERNUMSER:
F. Steadman
Client
(6 x 12 INCH) NOMINAL CYUNDER SIZE: AREA-28.2~ SQ. IN.
FIELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, PSI:
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
LABORATORY NUMBER
FN022210 FN022211 FN022212
75,700 108,100 110,500
7 28 28
2680 3820 3910
Does comply with Specification
3870
ME'TH(X) OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF ~AMPLE:
SOURCE OF CONCRETE:
FINE AGGREGATE:
COARSE AGQREGAYE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
10:15
TXI
DAYS, LABORATORY FROM TRANSPORTED BY
1 02/23/96 Reed
MIX CF, AIR CONTENT %. SLUMP
79 72
AM/P~ PICK-UP CHARGE:
MIX CODE: 5 TICKET NO.:
UNIT WEIGHT
YIELD
INCHES
4.75
NO
541943
PCF
CF/CY
O,Sm,S~ON: (1) M.E.P.C. American Properties/Mr. Rob Ahmut
(1) McFadden & Miller/Mr. Jon Jacobson
(1) Gromatzky Dupree & Associates/Mr. Scott Mc(
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone
TESTMETH~$: AS~ C31, C~, C1~, C1~, C 1~, C~I, ORC~ PAG; 4 OF 4
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-O019