Carter Phase 2-LR 980623Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF CONCRETE TESTS
CLIENT: Donald J. Carter
PROJECT: Carter Addition-Phase II, Coppell, TX
LOCATION OF POUR SET 1: Manhole
LOCATION OF POUR SET 2:
SAMPLE DATA:
Truck No.
Ticket No.
Time Batched
Time Sampled
Concrete Temp. IASrM ciosal
Air Content cASrM c23it
Unit Weight (ASTM C1381
SET 1 SET 2
MIX NO.
Cement
Flyash
Sand
in.
1.0 in.
Water
Admix #1
Admix #2
AEA
JOB NO.: 98.1056
DATE: 23 June 1998
SUPPLIER:
COMPRESSIVE STRENGTH TESTS ~ASTM c3s- {Standard 6 inch x 12 inch cy linder)
Cylinder Slump Age Test Total Load Compressive Required
Number Inches Days Date Pounds Strength 28-Day
(ASTM C1431 pSl Strength
1 7 06/30/98 112,100 3970
2 28 07/21/98 132,400 4680
3 28 07/21/98 140,400 4970
28-Day Average 4830 3000
NOTE: Cylinders .and all information furnished by contractor.
TECHNICIAN: Contractor
DISTRIBUTION: f1) Donald J. Carter, Attn: Jeff Fink
(1) Needham Wright Engineers, Inc., Robert L. Wright
{1) Tri-Dal Ltd., Robert Pierson
{ 1) City of Coppell
2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351-6419 Fax (214) 351-5148