Freeport NIP(4)-LR 960220REPORT NO.:
PROJECT:
LOCATION:
11
Freeport North
Slab - Jl.l-J1.5 to K
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
2317.5
JOB NO.: DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
02/20/96
4000 PSI
20/470 yds
~C.~G,NE~: Gromatzky Dupree & Associates
McFadden & Miller
M.E.P.C. American Properties D^TE:
8AMPt. ED BY:
'BY ORDER
o3/19/96
02/27/96mO~NUM~:
F. Steadman
Client
(6 x 12 INCH) NOMINAL CYUNDER SIZE: AREA-28,26 SQ. IN.
FIELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED. DAYS:
CO~PRESSNE STRENGTH.
AVERAGE ~TRENGTH, PSi:
TYPE BREAK: CONICAL (U.N.O.)
LABORAT~Y NUMBER
FN02200i ~N022002
85,800 128,500
7 28
3030 4540
Does comply with Specification
FN022003
130 , 500
28
4620
4580
METHOD OF CURING: FIELD DAYS, LABORATORY FROM
i o2/21/96
TEMPERATURE: AMBIENT 'F MIX 'F,
47 66
TRANSPORTED BY
Reed
AIR CONTENT e/~, SLUMP INCHES
5.50
11ME OF ~NdPLE: 07: 10 AM~
PICK-UP CHARGE: YI~ NO
~E OF CO. Cn~E: TX I ,,x ~OE: 39
~CKET NO.: 539696
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY A~H:
~M~TUn~:
UNIT WEIGHT PCF
YIELD CF/CY
McCa'
ms~s~no.: (1) M.E.P.C. American Properties/Mr. Rob Ahmut'
(1) McFadden & Miller/Mr. Jon Jacobson
(1) Gromatzky Dupree & Associates/Mr. Scott
(1) City of Coppell/Mr. Larry Davis ~NED
(1) City of Coppell/Mr. Lee Stone
TE~Mzr,oos: ASTU Cm. C =. C t~. C t~, C ,~. c ~. ~c ~ pAGE [ OF 4
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019
11
Freeport North
Slab - J-7 to J-7.5 and K-7 to K-7.5
~CH,~aNGINEER: Gromatzky Dupree & Associates
McFadden & Miller
M.E.P.C. American Properties OATE:
reed engineering
GEOTECHNICAL CONSULTANTS
DATE CAST:
CONCRETE COMPRESSION TEST REPORT
2317.5
JOB NO.:
8PECIFIC~TIOfl:
QUANTITY REPRE~.NTED:
02/20/96
4000 PSI
180/470 yds
~M~OSY: F. Steadman
BY ORDER
03/19/96
02/27/96mOE,.UM.ER
Client
(6 x 12 INCH) NOMINAL CYLINDER ~ AREA-28.2~ SQ. IN.
FIELD NUMBER:
MAXIMUM LOAD, LES:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, P~I:
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
~BORAT~Y NUMBER
FN022004 FN022005
90,100 127,300
7 28
3190 4500
Does comply with Specification
4460
FN022006
125,000
28
4420
METHOO OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF ~AMPL~ 08: 35
~URCE OF CO, CR~: TX I
RNE AGGREGATE:
~ AGGREGATE:
WATER:
CEMENT:
FLY ASl'h
ADMIXTURE(S):
DAYS, LABORATORY FROM
1
'F MIX
50 64
TRANSPORTED BY
02/21/96 Reed
AIR CONTEN~ ~, SLUMP
INCHES
5.25
NO
PICK-UP CHARGE:
M~X COO;: 3 9 TICKET NO.: 53 98 57
UNIT WEIGHT PCF
YIELD CF/CY
(1) Gromatzky Dupree & Associates~Mr. Scott McC~
~miEu~o~: (1) M.E.P.C. American Properties/Mr. Rob Ahmut'
(1) McFadden & Miller/Mr. Jon Jacobson
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone
TE~METHODS: ASTM C31, C~. C1~. C1~, C1~, C~1,~C1~
p~; 2 OF 4
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019
REPORT NO.:
PROJECT:
LOCAllON:
reed engineering
CONCRETE COMPRESSION TEST REPORT
11 ~NO.: 2317.5
Freeport North
Slab - K-14 to K-14.5 and L-14 to
L-14.5
GEOTECHNICAL CONSULTANTS
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
02/20/96
4000 PSI
370/470 yds
m~m~aNG,NEER: Gromatzky Dupree & Associates
McFadden & Miller
M.E.P.C. American Properties DAm:
BY: F. Steadman
BY ~R OF: - Client
03/19/96
02/27/960,O~RNUU~,:
(6 x 12 INCH) NOMINAL CYUNDER 81ZE: AREA-28.26 SQ. IN.
FIELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, PSI:
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
LABO~T~Y NUMBER
FN022007 FN022008 FN022009
102,900 136,600 134,500
7 28 - 28
3640 4830 4760
4800
Does comply with Specification
METHOO OF CURING: FIELD DAYS, LABORATORY FROM
1
TEMPERATURE: AMBIENT '1: MIX
68 67
10: 10
~O.OE OF CO~CR~: TX I
TRANS~RmDBY
02/21/96
eF, AIR CONm~ ~,
Reed
~UMP
INCHES
4.75
PICK-UP CHARGE:
MIX CODE: 39
~KET"O.: 540051
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CF/CY
~Sm,BU~ON: (1) M.E.P.C. American Properties/Mr. Rob Ahmuty
(1) McFadden & Miller/Mr. Jon Jacobson
(1) Gromatzky Dupree & Associates/Mr. Scott
(1) City of Coppell/Mr. Larry Davis S,~NED
(1) City of Coppell/Mr. Lee Stone
m~ METHOOS: ~ C 31, C ~. C 14, C 1~. C 192, C ~1, ~ C 1~ pAG; 3 OF 4
2424STUTZDRIVE · SUITE400 · DALLAS, TEXAS75235 · 21~350-5600 · (FAX) 21~350-O019
reed engineering
CONCRETE COMPRESSION TEST REPORT
GEOTECHNICAL CONSULTANTS
11 ~.: 2317.5
Freeport North
Piers - L-17.1, L-16.6, L-16.1, L-15.6
DATE CAST:
~:~ECIFICATION:
QUANTITY REPRE~=NTED:
02/20/96
3000 PSI
470/470 yds
~C~a~,NEE.: Gromatzky Dupree & Associates
McFadden & Miller
M~E.P.C. American Properties DATE:
8AMPI. ED BY:
'BY ORDER OF:
o3/19/96
02 / 27 / 96ORDER
F. Steadman
Client
(E x 12 INCH) NOMINAL CYUNDER SIZE: AREA-28.26 SQ, IN.
FIELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRES~VE STRENGTH, I~1:
AVERAGE 8TREHGTH, PSi:
TYPE 8REAK: CONICAL (U.N.O.)
REMARKS:
LABO~T~Y NUMB~
FN022010 FN022011 FN022012
90,400 128,600 133,500
7 28 28
3200 4550 4720
Does comply with Specification
4640
METHOO OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF SAMPLE:
SOURCE OF CONCRETE:
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
12:15
TXI
DAY~. LABORATORY FROM TRANSPORTED BY
1 02/21/96 Reed
eF MIX 'F, AIR CONTENT e/e, SLUMP
80 73
AJ~M, PICK-UP CHARGE:
MIX CODE: 3 9 TICKET NO.:
UNIT WEIGHT
YIELD
INCHES
4.50
NO
540263
PCF
CF/CY
McCr~-
mm,mmoR: (1) M.E.P.C. American Properties/Mr.
Rob Ahmut
(1) McFadden & Miller/Mr. Jon Jacobsen
(1) Gromatzky Dupree & Associates/Mr. Scott
(1) City of Coppell/Mr. Larry Davis ~
(1) City of Coppell/Mr. Lee Stone
TE~ML=THOOS: ASTM CS1, C~. C1~, C1~, C1~. C~I, ORCl~
pAGe4 OF ~
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019