Freeport NIP(4)-LR 960226reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
2317.5
JOB NO.:
15
Freeport North
Floor slab - 130'S, 80'E of NW
building corner
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTE[k
REPOflT NO.:
PROJECT:
LOC~TION:
ARCHITECT/ENGINEER: Gromatzky Dupree & Associates
coN~,cTo~: McFadden & Miller
RE~mTEDTO: M. E. P.C. American Properties DATE:
02/26/96
3000 PSI
80/500 yds
~M~DBY: T. Pickens
BY ORDER OF: C1 lent
03 / 04 / 96ONDER NUMBER:
(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, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
FN022601
85,300
7
3020
LA.RATtY NUMBER
FN022602
FN022603
28 28
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF ~AMPLE: 0 7: 4 2
~OURCE OF CONCRETE: TX I
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
63
DAYS, LABORATORY FROM TRANSPORTED BY
02/27/96 Reed
MIX 6 9 'F, AIR CONTENT %, SLUMP 6 . 7 5 INCHES
AM/I~, PICK-UP CHARGE: YE~ NO
MIX COOK: 39 TICKET NO,: 543868
UNIT WEIGHT PCF
CFICY
YIELD
McCr~'
DISTR,BUnoN: (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 SIGNED
(1) City of Coppell/Mr. Lee Stone
~STMETHOD$: ASTM C31, C~, C I~. C 1~, C 1~, C~1, OR C 1~ PAG; i OF 5
2424 STUTZ DRIVE Si SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019
reed engineering
CONCRETE COMPRESSION TEST REPORT
GEOTECHNICAL CONSULTANTS
15 2317.5
REPORT NO.: JOB NO.:
Freeport North
PROJECT:
Floor slab - 250'S, 140'W of NW
LOC*~O~: building corner
ARC,,~CTaNG~NEER: Gromatzky Dupree & Associates
co~c~,: McFadden & Miller
~TEDTO: M.E.P.C. American Properties DATE:
DATE CAST:
8PEClFICATION:
QUANTITY REPRESENTED:
02/26/96
3000 PSI
160/500 yds
~"~ED BY: T. Pickens
BY OR~R OF: Client
03 / 04 / 960,DEa
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN.
FIELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED. DAYS:
COMPRESSIVE STRENGTH,
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
FN022604
88,400
7
3130
LABORATORY NUMBER
FN022605
FN022606
28 28
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
~ME OF S~PLE: 08: 55
SQURCE OF co~c,~E: TX I
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
AI~dlXTURE(S):
i DAYS, ~SQRATO.¥ FRO. 02 / 27 / 96
6 6 'F .,x 7 3 'F. ~. CONTENT
TRANSPORTED BY
Reed
~, SLUMP
PICK-UP CHARGE:
M,X CODE: 39 TICKET NO.: 543958
UNIT WEIGHT
YIELD
5 . 5 0 INCHES
YI~ NO
PCF
CF/CY
D,~R,B~I~: (1) M.E.P.C. American Properties/Mr. Rob Ahmuty
(1) McFadden & Miller/Mr. Jon Jacobson
(1) Gromatzky Dupree & Associates/Mr. Scott McCr;
(1) City of Coppell/Mr. Larry Davis SIGNED
(1) City of Coppell/Mr. Lee Stone
2 5
TESTMETH~S: AS~ C31. C~, C1~, C1~ C 1~. C~I, ORCt~ PAS; OF...___
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019
reed engineering
CONCRETE COMPRESSION TEST REPORT
15
Freeport North
Floor slab - 275'S, 200'W of NE
building corner
2317.5
REPORT NO.:
PROJECT:
LOCATION:
ARON,~CT~NG~NEER: Gromatzky Dupree & Associates
coNm~c~,: McFadden & Miller
RE',mD m: M. E. P.C. American Properties Dam:
GEOTECHNICAL CONSULTANTS
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
02/26/96
3000 PSI
310/500 yds
SAMP,.~D BY: T. Pickens
· BY ONDE, OF: C1 lent
03 / 04 / 96ON~R ,UMBER:
(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, PSI:
TYPE BREAK: CONICAL (U.N,O.)
REMARKS:
FN022607
83,300
7
2950
~SORATONY NUMBER
FN022608
28
FN022609
28
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF SAMPLE: 10: 51
SOURCE OF CONCRETE: TX I
DAYS, LABORATORY FROM
1
67 .F M~X 72
'F,
02/27/96
TRANSPORTED BY
AIR CONTENT
Reed
SLUMP
5.25
PICK-UP CHARGE:
MIX CODE: 3 9
'ncKET NO.: 544160
INCHES
NO
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CF/CY
(1) Gromatzky Dupree & Associates/Mr. Scott McCr~
City of Coppell/Mr. Larry Davis
DmTR,S~ON: (1) M.E.P.C. American Properties/Mr. Rob Ahmuty
(1) McFadden & Miller/Mr. Jon Jacobsen
( 1 ) $,G. ED
(1) City of Coppell/Mr. Lee Stone
TEST METHODS: ASTM C31. C38. C143. C173. C192. C231.0RC1064
,*GE 3 OF 5
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350.-OO19
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
REPORT NO.:
PROJECT:
LOCATION:
15 ~.o.: 2317.5
Freeport North
Floor slab ~ 70'S, 50'W of NE buildin9
corner
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
02/26/96
3000 PSI
480/500 yds
ARCH~rECT~NGINEER: Gromatzky Dupree & Associates
,~WPLED BY: T. Pickens
COm~CTON: McFadden & Miller
BY ORDER 0~: Client
REPO~TEDT~ M.E.P.C. American Properties DATE: 03/04/960,~RNUMSER:
(6 x 12 INCH) NOMINAL CYUNDER SIZE: AREA-28.26 SQ. IN.
FIELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, PSJ:
AVERAGE STRENGTH, PSi:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
FN022610
81,000
7
2860
~BORAT~Y NUMBER
FN022611
FN022612
28 28
METHOO OF CURING: FIELD
TEMPERATURE: AMBIENT
TIMI~ OF SAMPLE: 12: 44
~U~E m CONC,ETE: TXI
DAYS. LABORATORY FROM
1
71 .F M~X 76
*F,
02/27/96
TRANSPORTED BY
AIR CONTENT
Reed
SLUMP
5.50
Y~
PICK-UP CHARGE:
M,X CODE: 39
TICKET NO.: 5 4 4 3 3 3
INCHES
NO
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CF/CY
~RIEU~N: (1) M.E.P.C. American Properties/Mr. Rob Ahmuty
(1) McFadden & Miller/Mr. Jon Jacobson
(1) Gromatzky Dupree & Associates/Mr. Scott McCr.
(1) City of Coppell/Mr. Larry Davis ~NED
(1) City of Coppell/Mr. Lee Stone
TE~M~HOOS: AS~ C31, C~ C1~. C1~, C192, C~1.~C1~ PAGE 4 OF 5
2424 STUTZ DRIVE · SUITE4(X) · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
REPORT NO.:
PROJECT:
LOCATION:
15 2317.5
JOB NO.:
Freeport North
Piers - AA-10.5, AA-11, A-11, A-11.6,
A-12.1
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
02/26/96
3000 PSI
10/10 yds
ARCHITECT/ENGINEER: Gromatzky Dupree & Associates
&adVIl=LED BY: F. Steadman
CON~CTOD: McFadden & Miller
SY ORDE8 OF: Client
REPORTED TO:
M.E.P.C. American Properties DATE: 03/04/960RDER.U.SER:
(6 x 12 INCH) NOMINAL CYLINDER ~IZE: AREA-28.26 SQ. IN.
FIELD NUMSER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, PSI:
AVERAGE STRENGTH, PSI:
TYPE ~R~.K: OONIOAL [U.N.O.)
REMARKS:
FN022601
76,200
7
2700
LABORATODY NUMAR
FN022602
FN022603
28 28
METHOD OF CURING: FIELD
DAYS, LABORATORY FROM
TEMPERATURE: AMBIENT 69 'F
.~x 72
11ME OF &~MPLE: 11: 15 A~(,
SOURCE OF CO~CRETE: TX I
'F,
02/27/96
AIR CONTENT
M~X COOE: 5
TRANSPORTED BY
Reed
SLUMP 5.25
PICK-UP CHARGE: YI~
TICKET "O.: 544206
INCHES
NO
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY A~H:
ADMIXTURE(S):
UNIT W~IGHT PCF
YIELD CFICY
D,STR,SU~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 aGNED
(1) City of Coppell/Mr. Lee Stone
TE~METH~S: A8~ C3t, C~, C 1~. C1~, C 1~. C~I, ODCl~ PAGE 5 OF 5
McCr~
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350~5600 · (FAX) 214/350q:)019