Park West CC(09)-LR 960320 reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
REPORT NO.:
PROJECT:
LOCATION:
6 JOe NO.: 2700.1
Parkwest Commerce Center - II
Approach at the SE area of project
02 / 21 / 96
DATE
CAST:
3500 PSI
SPECIRCATION:
8/8 yds
QUANTITY REPRESENTED:
ARCHITEcT/ENGINEER:
SAM~EDBY: n. Johnson
CONTRACTOR:
REPORTED TO:
McFadden & Miller
Myers & Crow Company, Inc.
DATE:
BY ORDER OF:
03/20/96
02/28/96ORDERNUMSER:
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:
PW022101
87,100
7
3080
3110
~RATORY NUMBER
PW022102 PW022103 PW022104
88,900 117,000 112,400
7 28 28
3140 4140 3980
4060
Does comply with Specification
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF SAMPLE:
02:30
~OURCE OF CONCRETE:
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(B):
DAYS, LABORATORY FROM
MIX
88 78
*F,
TRANSPORTED BY
o2/22/96
AIR CONTENT %,
4.20
Reed
SLUMP
PICK-UP CHARGE:
INCHES
3.25
NO
Pioneer MIX CODE: 9339 TICKET NO.: 422230
UNIT WEIGHT PCF
YIELD CFICY
DIBTRISU~7ON: (1) Myers & Crow Company, Inc./Mr. Richard Cro%
(1) McFadden & Miller, Inc./Mr. Dave VanDemeer
(1) Comerica Bank/Mr. Alan Williams
(1) AECC, Inc./Mr. Andy Brundige SIGNED
j(1) City of Coppell/Mr? Lee Stone
(1) City.of Coppell~.&ear~m~e ~v~
(1) 2~.24...,~1.~JV1~ DRiV~_..~;U~.TE.~3~,~_~)~,,~i~, .~.~ -~2~5-'~-2~,7~:~- · (FAX)214/350-0019
REPORT NO.:
PROJECT:
LOCATION:
reed engineering
GEOTECHNICAL CONSULTANTS
Parkwest Commerce Center - II
Floor slab - grid line A.3-1.6
CONCRETE COMPRESSION TEST REPORT
2700.1
JOB NO.: DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
03/13/96
4000 PSI
10/360 yds
ARCH~CT~NGINEER:
ce. TRACTS: McFadden & Miller
SAMPLED BY:
BY ORDER OF:
R. Thompson
Client
flEPOflTEDTO: Myers & Crow Company, Inc. DATE: 03/20/960RDERNUMSER:
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN.
FIELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WI..IEN TESTEO, DAYS:
COMPRESSIVE STRENGTH, PSI:
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
PW031301
86,800
7
3070
~BORATORY NUMBER
PW031302
P2031303
28 28
METHOO OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF SAMPLE:
07:20
SOURCE OF CONCRETE: TX I
DAYS, LABORATORY FROM
1
*F MIX
56 61
*F,
03/14/96
AIR CONTENT
M,X CODE: 3 9
TRANSPORTED BY
Reed
%, SLUMP INCHES
5.50
PICK-UP CHARGE: YF_~ NO
TICKET NO.:
FINE AGGREGATE:
COARSE AGGREGi~TE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CF/CY
DISTRIBUTION
: (1) Myers & Crow Company, Inc./Mr. Richard
(1) McFadden & Miller, Inc./Mr. Dave VanDemeer
(1) Comerica Bank/Mr. Alan Williams
(1) AECC, Inc./Mr. Andy Brundige SIGN
(1) City of Coppell/Mr. Lee Stone
(1) City of Coppell/~Z~H~.r~ ~V~. C143, C'73. C192. C23'.0RC1064 PAGE 10P 3
2424STUTZ DRIVE · SU~TI~3~:)-;-~,[~S, ~=')~:~ ~5-2~5" 214/35~5600 · (FAX)214/35~0019
REPORT NO.:
PROJECT:
LOCATION:
16
reed engineering
GEOTECHNICAL CONSULTANTS
Parkwest Commerce Center - II
Piers - G-7, G-6.5, G-6, G-5.5, G-5
CONCRETE COMPRESSION TEST REPORT
2700.1
JOB NO.: DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
03/13/96
3000 PSI
10/50 yds
ARCHITECT/ENGINEER:
CONTRACTO.: McFadden .& Miller
RE~TEDTO: Myers & Crow Company, Inc.
DATE:
SAMPLED BY:
BY ORDER OF:
03 / 20 / 9 GORDER NUMBER:
R. Thompson
Client
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 80. IN.
FIELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, PSI:
AVERAGE STRENGTH, PSi:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
PW031304
65,200
7
2310
LABORATORY NUMBER
PW031305
28
PW031306
28
METHOD OF CURING: FIELD DAYS, LABORATORY FROM
1
TEMPERATURE: AMBIENT *F MIX
72 76
~ME
OF
8AMPLE:
10: 20 AM~P~2
SOURCE OF CO. CR~E: TX I
*F,
TRANSPORTED BY
03/14/96
AIR CONTENT
Reed
%, SLUMP INCHES
6.50
PICK.UP CHARGE: Y~I~ NO
MIX CODE: 5
TICKET NO.: 553072
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY A~H:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CF/CY
DISTRIBUTION _r ,~~~
: (1) Myers & Crow Company, Inc./Mr. Richard C
(1) McFadden & Miller, Inc./Mr. Dave VanDemeer
(1) Comerica Bank/Mr. Alan Williams
(1) AECC, Inc./Mr. Andy Brundige SIGN~D
(1) City of Coppell/Mr. Lee Stone
(1) City of Coppell~m~ear~ D~v~.~ c,~. c173. c192.
· · ·
PAG; 2 ~ 3
reed engineering
CONCRETE COMPRESSION TEST REPORT
16 ~.: 2700.1
Parkwest Commerce Center - II
DATE:
Floor slab - grid line A.4-13.6
REPORT NO.:
PROJECT:
LOCATION:
ARCHITECT/ENGINEER:
CONTRACTOR: McFadden & Miller
~RTEDTO: Myers & Crow Company, Inc.
GEOTECHNICAL CONSULTANTS
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
~AMPLED BY:
BY ORDER OF:
03/20/960.DER NUMBE.:
03/13/96
4000 PSI
270/360 yds
R. Thompson
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:
PW031307
90,600
7
3200
~BORATORY NUMBER
PW031308
28
PW031309
28
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
78
TIME OF SAMPLE:
12: 10
~OURCE OF CONCRETE: TXI
DAYS. LABORATORY FROM
MIX 'F,
84
TRANSPORTED BY
03/14/96 Reed
AIR CONTENT %, SLUMP
5.75
PICK-UP CHARGE:
MIX CODE: 3 9
TICKET NO.: 553 3 12
INCHES
NO
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CF/CY
D,STmBU~ON: (1) Myers & Crow Company, Inc./Mr. Richard
(1) McFadden & Miller, Inc./Mr. Dave VanDemeer
(1) Comerica Bank/Mr. Alan Williams
(1) AECC, Inc./Mr. Andy Brundige s'GN~'
(1) City of Coppell/Mr. Lee Stone
(1) City of Coppell~H~e~r~ D~%v~, c,43. oc173, c,92. C231, ORC1064 .AGE 3 ~ 3
(1) O,~_rien * Diatz t A_~2ccintc-~, ~ '~'~ ~,,,.; ,,,r~ .........
2424 STUTZ DRIVE · SUITE400 "' DALLAS,~:~'~5-2~35-;-2~I~'7:~5~,~X~)-" (FAX) 214/350-0019