Park West CC(1)-LR 951122REPORT NO.:
PROJECT:
LOCATION:
52
reed engineering
GEOTECHNICAL CONSULTANTS
Park West Commerce Center
Pavin9 - 20'S, 30'W of NW buildin9
corner
CONCRETE COMPRESSION TEST REPORT
2166.2
JOB NO.: DATE CAST:
SPECIRCATION:
QUANTITY REPRESENTED:
10/25/95
3500 PSI
60/290 yds
ARCHITECT/ENGINEER:
SAMPLED BY: H. Johnson
CONTRACTOR:
REPORTED TO:
McFadden & Miller
Marc Myers
DATE:
BY ORDER OF:
11/22/95
11 / 01 / 95OnDE" ,UMBER:
Client
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN.
LABORATORY NUMBER
FIELD NUMBER: PW102501
PW102502
118,500
28
4190
MAXIMUM LOAD, LBS: 94, 900
AGE WHEN TESTED, DAYS:
3360
COMPRESSIVE STRENGTH, PSI:
AVERAGE STRENGTH, PSI:
*r',PE ~SAK: CO.,CAL (U...O.)
REMARKS: Does comply with Specification
PW102503
124,200
28
4390
4290
METHOD OF CURING: FIELD DAYS, LABORATORY FROM
1
TEMPERATURE: AMBIENT 6 1 eF MIX 7 0
10/26/95
TRANSPORTED BY
'F,
AIR CONTENT 4.60 ~'
Reed
SLUMP
4.50
INCHES
TIME OF SAMPLE: 08: 45 A~,
~OURCE OF CONCRETE: TXI
MIX CODE:
9643
PICK-UP CHARGE: YI~ NO
TICKET NO.: 479393
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNFT WEIGHT PCF
YIELD CF/CY
· Cr°nD~
D,Sm,B~,O,: (1) Marc Myers Company/Mr Richard .
(1) McFadden & Miller Construction/Mr. Dave Va
(1) Comerica Bank/Mr. Alan Williams
(1) AECC, Inc./Mr. Andy Brundige SIGNED
(1) City of Coppell/Mr. Lee Stone
(1) City of Coppell/Mr. Larry Davis
"rEST METHODS: AS'i'M C 31, 039, C 143, C 173, C 192, C 231, OR C 1064 PAGE 1 OF 2
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019
REPORT NO.:
PROJECT:
lOCATION:
5 2 JOB NO.:
Park West Commerce Center
reed engineering
Pavin9 - 100'S, 20'W of NW buildin9
corner
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
2166.2
DATE CAST:
BPECIFICATION:
QUANTITY REPRESENTED:
10/25/95
3500 PSI
170/290 yds
ARCHITECT/ENGINEER:
SAMPLED BY: H. Johnson
CONTRACTOR:
REPORTED TO:
McFadden & Miller
Marc Myers
DATE:
BY ORDER OF:
11/22/95
11 / 01 / 950,DEn NUMBER:
Client
(6 x 12 INCH) NOMINAL CYUNDER SIZE: AREA-28.26 SQ. IN.
LABORATORY NUMBER
FIELD NUMBER: PW102504
PW102505
126,100
28
4460
MA~MUM LOAD. LBS: 91,900
AGE WHEN TESTED, DAYS:
7
3250
COMPRESSIVE 8'rRENGTH. PSI:
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
,~..AR~s: Does comply with Specification
4420
PW102506
123,600
28
4370
METHO0 OF CURING: REID DAYS. LAB~)RATORY FROM
1 10/26/95
TEMPERATURE: AMBIENT 71 'F MIX 7 5 'F,
TRANSPORTED BY
AIR CONTENT
Reed
8LUMP
5.50
INCHES
T..E OF e~U,,FI.E: 11
SOURCE OF CONCRETE:
MInX CODE: 9643
PICK-UP CHARGE: Y.~ NO
TICKET "O.: 479610
FiNE AGGREGATE:
COARSE AGQREQATE:
WATER:
CEMENT:
FLY ASH:
ADUIXTUFIE(B):
UNIT WEIGHT PCF
YIELD CF/CY
· Cr°nD~~~.~
~,BU~O.: (1) Marc Myers Company/Mr Richard
(1) McFadden & Miller Construction/Mr. Dave Va
(1) Comerica Bank/Mr· Alan Williams
(1) AECC, Inc./Mr. Andy Brundige SIGNED
(1) City of Coppell/Mr. Lee Stone
(1) City of Coppell/_Mr. Larry Davis
TE81'METHOO$: AS'tM C31. C39, 0143, Ct73, C192, C231, ORC1064 pAGE2 OF 2
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019