Park West CC(1)-LR 951026reed engineering
CONCRETE COMPRESSION TEST REPORT
42
REPORT NO.:
Park West Commerce Center
PROJECT:
LOCATION:
ARCHITECT/ENGINEER:
McFadden & Miller
Marc Myers
REPORTED TO:
2166.2
JOB NO.:
GEOTECHNICAL CONSULTANTS
DATE CAST:
SPECIFICATION:
paving - east of buildin9, 300'N, 75'E
of SE building corner QU~'REPRSSENTED:
09/28/95
4000 PSI
40/340 yds
SAMPLEDBY: T. Belew
DATE:
BY ORDER OF:
lO/26/95
10 / 0 5 / 9 5ORDER NUMBER:
Client
(6 x 12 INCH) NOMINAL CYLINDER S~ZE: AREA.28.26 SQ. IN.
LABORATORY NUMBER
FIELD NUMBER: PW092801
PW092802
93,700
7
3310
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, PSI:
AVERAGE STRENGTH, PSh
89,700
7
3170
3240
TYPE ~K: CONIC~ (U.N.O.)
.E~RKS: Does comply with Specification
PW092803
121,300
28
4290
PW092804
117,800
28
4170
4230
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF ~AMPLE: 0 8: 10
1 DAYS. LABORATORY FROM 09 / 29 / 95
75 'F M~X 77 'F,
TRANSPORTED BY
AIR CONTENT
Reed
SLUMP
PICK-UP CHARGE:
7 . 0 0 INCHES
Y~ NO
SOURCE OF CONCRETE: TXI
MIX CODE: 9643
TICKET NO.: 4 6 2 3 3 8
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNrF WEIGHT
YIELD
PCF
CF/CY
DISTRIBUTION: (1) Marc Myers Company/Mr. Richard Crow
(1) McFadden & Miller Construction/Mr. Dave
(1) Comerica Bank/Mr. Alan Williams
(1) AECC, Inc./Mr. Andy Brundige
.~(1) City of Coppell/Mr. Lee Stone
(1) City of CoppellLMs~j_.~=,~oas..r~z~ Dc~,V~' c,43, C173, C192. 0231, ORCI064
o~2
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-O019
REPORT NO.:
PROJECT:
LOCATION:
42
reed engineering
GEOTECHNICAL CONSULTANTS
Park West Commerce Center
Paving - east of building, 200'N, 90'E
of SE building corner
CONCRETE COMPRESSION TEST REPORT
2166.2
JOB NO.: DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
09/28/95
4000 PSI
210/320 yds
ARCHITECT/ENGINEER:
SAMPLEDBY: T. Belew
CONTRACTOR:
REPORTED TO:
McFadden & Miller
Marc Myers
DATE:
BY ORDER OF:
10/26/95
10 / 05 / 95ORDER NUMBER:
Client
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN.
LABORATORY NUMBER
mELD NUMBER: PW092805
PW092806
123,000
7
4350
MAXIMUM LOAD, LBS:
123,400
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, PSI:
AVERAGE STRENGTH, PSI:
7
4360
4360
REMARk: Does comply with Specification
PW092807
164,300
28
5810
5870
PW092808
167,600
28
5930
METHOD OF CURING: FIELD DAYS, LABORATORY FROM
1
TEMPERATURE: AMBIENT 76 "'F MiX 77 'F,
09/29/95 m*NSPORTED BY Reed
AIR CONTENT e/e, SLUMP 6 . 5 0
INCHES
nME OF ~M.LE: 10: 10 A~.
SOURCE OF CONCRETE: TX I
M,X CODE: 9643
PiCK-UP CHARGE: YE~
TICKET NO.: 462530
NO
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT
YIELD
PCF
CF/CY
D,STR,BUn~: (1) Marc Myers Company/Mr. Richard Crow
(1) McFadden & Miller Construction/Mr. Dave
(1) Comerica Bank/Mr. Alan Williams
(1) AECC, Inc./Mr. Andy Brundige S,G,ED
(1) City of Coppell/Mr. Lee Stone
(1) City of Coppell/Mr. Larry Davis
TEST METHODS: ASTM C3% C~, C1~, C1~, C192. C~I, ORCl~
2 2
2424 STU'rZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-O019