Northlake 635(2)-LR 970116Hooper Engineering Laboratorie
Construction Materials Testing
REPORT OF CONCRETE TESTS
CLIENT: TAS Construction
PROJECT: Office/Whse. Bldg., Lakeshore Dr., Coppell, TX
LOCATION OF POUR SET 1: Belled piers: B/4, C/4 and D/4
LOCATION OF POUR SET 2:
JOB NO.:
DATE:
SUPPLIER:
SAMPLE DATA: SET 1 SET 2 MIX NO.
Truck No. 144 Cement
Ticket No. 333913 Flyash
Time Batched 9:08am Sand
Time Sampled 10:02am in.
Concrete Temp. (ASTM C1084) 57°F 1.0 in.
Air Content {ASTM C231) Water
Unit Weight (ASTM C138) Admix #1
Admix #2
AEA
9337
470 Typel
1488
1840
266
WRDA 40 @
COMPRESSIVE STRENGTH TESTS (ASTM C39)
(Standard 6 inch x 12
Cylinder Slump Age Test
Number Inches Days Date
(ASTM C143}
Total Load Compressiv
Pounds Strength
psi
5 5.50 7 01/23/97
6 5.50 28 02/13/97
7 5.50 28 02/13/97
8 5.50 56 03/13/97
113,100 4000
147,000 5200
143,700 5080
28-Day Average 5140
TECHNICIAN:
DISTRIBUTION:
RDG
(1) Stanley Construction Co., LLP, Lloyd A. White
(1) Richmond'Group, Jim Corkhill
(1) TAS Construction, James Myers
(1) City of Coppell, Larry Davis
2870 Walnut Hill Lane
Oallaa, Texaa 75229
(214) 351-6419
s, Inc.
~6.1081
6 January 1997
'ioneer
4.1 oz/yd
~:h cylinder)
Required
28-Day
Strength
3000
Fax (214) 351-5148