Northlake 635(9)-LR 970224 (09)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 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 c13e) Admix //1 WRDA 79 @
Admix #2
AEA Darex II @ 2.'
COMPRESSIVE STRENGTH TESTS (ASTM C39)
{Standard 6 inch x 12 il
Cylinder Slump Age Test Total Load Compressiv
Number Inches Days Date Pounds Strength
(ASTM C143) psi
65 5.25 7 03/03/97
66 5.25 28 03/24/97
67 5.25 28 03/24/97
68' 5.25 56 04/21/97
121,400 4290
28-Day Average
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
' ' "lliTl'l i 'Iii I1'1 I' ''1 I'll'l' I°' I'1 ..........
S, Inc.
~6.1081
!4 February 1997
'ioneer
m 150'-160'
:5.5 oz/yd
oz/yd
~ch cylinder)
Required
28-Day
Strength
4000
Fax (214) 351-5148
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