Northlake 635(9)-LR 970224 (03)Hooper Engineering Laboratorie
Construction Materials Testing
REPORT OF CONCRETE TESTS JOB NO.:
CLIENT: T.A.S. Construction, Inc. DATE:
PROJECT: Marek Office/Warehouse, 1233 Lakeshore, Coppell SUPPLIER:
LOCATION OF POUR SET 1: South side paving (west half). Cylinders taken fr~
east of west curb and 0'-20' north of south curb.
LOCATION OF POUR SET 2:
SAMPLE DATA: SET 1 SET2 MIX NO. 9351
Truck No. 555 Cement 517 Type
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 @
COMPRESSIVE STRENG TH TES TS [ASTM C39)
(Standard 6 inch x 12
Cylinder Slump Age Test Total Load Compressiv
Number Inches Days Date Pounds Strength
IASTM C143) psi
65 5.25 7 03/03/97 121,400 4290
66 5.25 28 03/24/97 ].52,200 5380
67 5.25 28 03/24/97 :[47,800 5230
68 5.25 56 04/21/97 163,500 5780
28-Day Average 5300
TECHNICIAN:
DISTRIBUTION:
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
2870 Walnut Hill Lane
Dallas, Texas 75229 (214) 351-6419
,s, Inc.
~6.1081
:4 February 1997
=ioneer
,m 150'-160'
5.5 oz/yd
oz/yd
ch cylinder)
e Required
28-Day
Strength
40O0
Fax (214) 351-5148
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