Northlake 635(9)-LR 970224 (06)Hooper Engineering Laboratorie
Construction Materials Testing
LOCATION OF POUR SET 1:
LOCATION OF POUR SET 2:
REPORT OF CONCRETE TESTS JOB NO.:
CLIENT: T.A.S. Construction, Inc. DATE:
PROJECT: Marek Office/Warehouse, 1233 Lakeshore, Coppell SUPPLIER:
South side paving (west half). Cylinders taken fn
east of west curb and 0'-20' north of south curb.
SAMPLE DATA: SET 1 SET 2 MIX NO. 9351
Truck No. 555 Cement 517 Type I
Ticket No. 348776 Flyash
Time Batched 11:06am Sand 1307
Time Sampled 11:48am in.
Concrete Temp. (ASTM C1064) 67°F 1.0 in. 1840
Air Content (ASTM C231) 5.0% Water 252
Unit Weight (ASTM C138) Admix #1 WRDA 79 @
Admix #2
AEA Darex II @ 2.~
COMPRESSIVE STRENGTH TESTS (ASTM C39)
(Standard 6 inch x 12
Cylinder Slump Age Test Total Load CompressN
Number Inches Days Date Pounds Strength
(ASTM C143) psi
65 5.25 7 03/03/97 121,400 4290
66 5.25 28 03/24/97 152,200 5380
67 5.25 28 03/24/97 147,800 5230
68 5.25 56 04/21/97
'S, Inc.
)6.1081
).4 February 1997
~ioneer
.m 150'-160'
5.5 oz/yd
oz/yd
TECHNICIAN:
DISTRIBUTION:
2870 Walnut Hill Lane
~¥ ' -~:--- :';:- -:-:':: -: ~ 7': 1""r :' i-'" r~-- ''~-~'
28-Day Average 5300
,ch cylinder)
e
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
Required
28-Day
Strength
Dallas, Texas 75229
(214) 351-6419
4000
Fax (214) 351-5148