Northlake 635(9)-LR 970224 (08)Hooper Engineering Laboratorie
Construction Materials Testing
REPORT OF CONCRETE TESTS
CLIENT: T.A.S. Construction, Inc.
PROJECT: Marek Office/Warehouse, 1233 Lakeshore, Coppell
LOCATION OF POUR SET 1:
LOCATION OF POUR SET 2:
JOB NO.:
DATE:
SUPPLIER:
West side paving. C¥1i.n, ders taken from 30'-50'
of paving and 100'-115 north of south curb.
South side (west half paving). Cylinders taken fr
of south curb and 30'-45' east of west curb.
SAMPLE DATA: SET 1 SET 2 MIX NO. 9351
Truck No. 454 557 Cement 517 Type
Ticket No. 341289 348761 Flyash
Time Batched 8:35am 9:47am Sand 1307
Time Sampled 9:14am 10:17am in.
Concrete Temp. (ASTM C1064) 65°F 66°F 1.0 in. 1840
Air Content (ASTM C231) 6.2% 5.2% Water 252
Unit Weight {ASTM C138) Admix //1 WRDA 79
Admix #2
AEA Darex II @
COMPRESSIVE STRENGTH TESTS tASTM C39)
(Standard 6 inch x 12
Cylinder Slump Age Test Total Load Compressiv
Number Inches Days Date Pounds Strength
(ASTM C143} psi
57 5.25 7 03/03/97
58 5.25 28 03/24/97
59 5.25 28 03124/97
60 5.25 56 04/21/97
61 5.25 7 03/03/97
62 5.25 28 03/24/97
63 5.25 28 03/24/97
64 5.25 56 04/21/97
112,700 3990
28-Day Average
117,200
28-Day Average
4150
,S, Inc.
)6.1081
!4 February 1997
~ioneer
asr of west edge
m 25'-40' north
15.5 oz/yd
oz/yd
ch cylinder)
e Required
28-Day
Strength
4000
4000
TECHNICIAN:
DISTRIBUTION:
2870 Walnut Hill Lane
RDG
(1) Stanley Construction Co., LLP, Lloyd A. White
(1) Richmond Group, Jim Corkhill
(1) T.A.S. Construction, Inc., James Myers
(1) City of Coppell, Larry Davis
Dallas, Texas 75229
(214) 351-6419
Fax (214) 351-5148