Freeport NIP(4)-LR 960226 (2)REPORT NO.:
PROJECT:
LOCATION:
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
15 ~e NO.: 2317.5
Freeport North
Floor slab - t30'S, 80'E of NW
building corner
ARCHFFECT/ENGINEER: Gromatzky Dupree & Associates
CO.~CTO~: McFadden & Miller
RE~RTEDTO: M.E.P.C. American Properties DATE:
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
02/26/96
4000 PSI
80/500 yds
SAMPLED BY: T. Pickens
BY ORDER OF:
03/25/96
03 / 04 / 96ORDER .UM.ER:
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, PSi:
TYPE BREAK: CONICAL (U,N.O.)
REMARKS:
FN022601
85,300
7
3020
LABORATORY NUMBER
FN022602
122,000
28
4310
Does comply with Specification
FN022603
124,300
28
4400
4360
METHCO OF CURING: FIELD DAYS, LABORATORY FROM
1
TEMPERATURE: AMBIENT *F MIX
63 69
T~E OF ~PLE: 07: 42 ANVP~
~U~CE O~ CO~CR~E: TX T
°F,
TRANSPORTED BY
02/27/96
AIR CONTENT
Reed
SLUMP
INCHES
6.75
NO
PICK-UP CHARGE:
MIX COO~: 3 9
TICKET NO.: 543868
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CF/CY
McCa--
o,sTRmunON: (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
(1) City of Coppell/Mr. Lee Stone
TE~METHCOS: A~M C31, C~, C 1~. C1~. C192, C~.ONCl~ PAG~ ~ OF 5
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35(~5600 · (FAX)214/350-0019
REPORT NO.:
PROJECT:
LOCATION:
reed engineering
CONCRETE COMPRESSION TEST REPORT
15
Freeport North
Floor slab - 250'S, 140'W of NW
building corner
2317.5
JOB NO.:
ARCH~ECT~INEER: Gromatzky Dupree & Associates
CONTRACT~: McFadden & Miller
REPORTED TO: M. E. P.C. American Properties DATE:
GEOTECHNICAL CONSULTANTS
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
02/26/96
4000 PSI
160/500 yds
SAMPLED BY: T. Pickens
BY ORDER OF:
03/25/96
03 / 04 / 96ORDER NUMBER:
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, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
FN022604
88,400
7
3130
Does comply with Specification
LABORATORY NUMBER
FN022605
134 , 500
28
4760
4740
FN022606
133,500
28
4720
METHO0 OF CURING: FIELD DAYS, LABORATORY FROM
1
TEMPERATURE: AMBIENT *F MIX
66 73
TIME
OF
SAMPLE:
08: 55 ~P~
SOURCE OF CONCRETE: TX I
*F,
TRANSPORTED BY
02/27/96
AIR CONTENT %.
Reed
SLUMP
5.50
PICK-UP CHARGE:
MIX CODE: 3 9
TICKET NO.: 543958
INCHES
NO
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT
PCF
YIELD CF/CY
//
DIS~IBU~ON:
(1) M.E.P.C. American Properties/Mr. Rob Ahmuty~~
(1) McFadden & Miller/Mr. Jon Jacobson ~/~L~--'"'--~.~_~~
(1) Gromatzky Dupree & Associates/Mr. Scott McCrary
(1) City of Coppell/Mr. Larry Davis mGNED.
(1) City of Coppell/Mr. Lee Stone
TEST METHOOS: AS~ C31, C~, C 1~, C 1~, C 192. C ~I. ORC 1~ PAG; 2 OF 5
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019
reed engineering
GEOTE.CHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
REPORT NO.:
PROJECT:
LOCATION:
15 jcoNo.: 2317.5
Freeport North
Floor slab - 275'S, 200'W of NE
building corner
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
02/26/96
4000 PSI
310/500 yds
ARCH~ECT~INEER: Gromatzky Dupree & Associates
6AM~EDBY: T. Pickens
CONTRACTOR:
REPORTED TO:.
McFadden & Miller
M.E.P.C. American Properties DATE:
BY ORDER OF:
03/25/96
0 3 / 0 4 / 9 6ONDER NUMBER:
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, PSI:
TYPE BREAK: CONICAL (U,N.O.)
REMARKS:
LABORATORY NUMBER
FN022607 FN022608
83,300 120,000
7 28
2950 4240
Does comply with Specification
FN022609
121,100
28
4280
4260
METHCO OF CURING: FIELD DAYS. LABORATORY FROM
1 02/27/96
TEMPERATURE: AMBIENT eF MIX CF.
67 72
TIME OF SAMPLE: 1 0: 51 AM/P~
SOURCE OF CONCRETE: TX I
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
TRANSPORTED BY
Reed
AIR CONTENT %, SLUMP
PICK~UP CHARGE:
MIX COOE: 3 9 T~CKET NO.: 5 4 4 16 0
UNIT WEIGHT
YIELD
INCHES
5.25
NO
PCF
CF/CY
DISTR,BU~ON: (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
TE~ METH~S: ASTM C 31, C ~, C 1~. C 1~. C 182. C ~1. ON C 1~ PAG; 3 OF__~5
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350~5600 · (FAX) 214/35043019
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
REPORT NO.:
PROJECT:
LOCATION:
15 JOBNO.: 2317.5
Freeport North
Floor slab - 70'S, 50'W of NE buildin9
corner
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
02/26/96
4000 PSI
480/500 yds
ARCH~CT~NGINEER: Gromatzky Dupree & Associates
SAMPLEDB¥: T. Pickens
CCmrll%~CTOR:
REPORTED TO:
McFadden & Miller
M.E.P.C. American Properties DATE:
BY ORDER OF:
03/25/96
03 / 04 / 96o.oeR NUMAR:
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
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
FN022610
81,000
7
2860
LASORAT~Y NUMBER
FN022611
114,500
28
4050
Does comply with Specification
FN022612
115,300
28
4080
4070
METHOO OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF SAMPLE:
SOURCE OF CONCRETE:
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
12:44
TXI
DAYS, LABORATORY FROM
1
'F MIX
71 76
TRANSPORTED BY
02/27/96 Reed
"F. AIR CONTENT %, SLUMP
PICK-UP CHARGE:
MIX COOE: 39 TICKET NO.: 544333
UNIT WEIGHT
YIELD
iNCHES
5.50
NO
PCF
CF/CY
McCr~
D,Sm,BU~ON: (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 SIGNED
(1) City of Coppell/Mr. Lee Stone
TE~METHGGS: AS~ C31, C~, C1~. C1~, C19~ C~I, ORCl~ ~GE 4 OF 5
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35(~5600 · (FAX) 214/3504X)19
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
15
Freeport North
PROJECT:
Piers - AA-10.5,
· oc,~oN: A- 12.1
JOBNO.: 2317. 5 DATECAST: 02/26/96
3000 PSI
SPECIFICATION:
AA-il, A-il, A-11.6, 10/10 yds
QUANTITY REPRESENTED:
ARCHITECT/ENGINEER: Gromatzky Dupree & Associates
~MP'EDBY: F. Steadman
CONTRAmO,: McFadden & Miller
RE~TED TO: M. E. P.C. American Properties
BY ORDER OF:
03/25/96
03/04/96ORDER .UMBER:
Client
(6 x 12 INCH) NOIdlNAL CYLINDER SIZE: AREA-28.26 ~Q. IN.
FIELD NUMBER:
MAXIMUM LOAD. LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, PSI:
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
.EMARKS: Does comply
FN022601
76,200
7
2700
with
LABORATORY NUMBER
FN022602
109,400
28
3870
3970
Specification
FN022603
114,700
28
4060
METHOO OF CURING: FIELD
TEMPERATURE: AMBIENT
69
DAYS, LABORATORY FROM
MIX
72
°F.
TRANSPORTED BY
02/27/96
Reed
AIR CONTENT %, SLUMP INCHES
5.25
TIME OF 8AMPLE:
11:15
PICK-UP CHARGE: YE~ NO
SOURCE OF CONCRETE: TX I
MIX CODE:
5
TICKET NO.: 544206
FINE AGGREGATE:
COARSE AGGREGATE:
WATEP~
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CFK~Y
DISTRIBUTe:
(1) M.E.P.C. American Properties/Mr. Rob Ahmut~~'~/
(1) McFadden & Miller/Mr. Jon Jacobsen
(1) Gromatzky Dupree & Associates/Mr. Scott McC r-
(1) City of Coppell/Mr. Larry Davis S,GNE
(1) City of Coppell/Mr. Lee Stone
TEST METH~S: ASTM C31, C~, C 1~, C 173, C 192, C~1. OR C 1~ PAGE 5 OF
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350~5600 · (FAX) 214/3 50-0019
5