Carter Phase 2-LR 980701Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF CONCRETE TESTS JOB NO.: 98.1056
CLIENT: Donald J. Carter DATE: 1 July 1998
PROJECT: Carter Addition-Phase II, Coppell, TX SUPPLIER: Custom Crete
LOCATION OF POUR SET 1: Manhole, sanitary sewer line, Station 1 + 63
LOCATION OF POUR SET 2:
SAMPLE DATA:
Truck No.
Ticket No.
Time Batched
Time Sampled
COnCrete Temp. (ASTM C1084)
Alr Content (ASTM C231)
Unit Weight (ASTM C1381
SET 1 SET 2
36i
146978
12:58pm
1:00pm
89°F
MIX N0. CC4065A
Cement 6.5 sks.
Flyash
Sand
in.
1.0 in.
Water
Admix /J1
Admix t12
AEA
COMPRESS/VE STRENGTH TESTS (ASTM cis) (Standard 6 inch x 12 inch cylinder)
Cylinder Slump Age Test Total Load Compressive Required
Number Inches Days Date Pounds Strength 28-Day
(ASTM C143) psi Strength
4 3.50 7 07/08/98 110,800 3920
5 3.50 7 07/08/98 109,000 3860
6 3.50 28 07/29/98 148,600 5260
7 3.50 28 07/29/98 145,800 5160
28-Day Average 5210 4200
TECHNICIAN: MFM (12:30pm-2:00pm)
DISTRIBUTION: (1) Donald J. Caner, Attn: Jeff Fink
11) 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
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Fax (214) 351-5148
Hooper Engineering Laboratories, Inc.
2870 Walnut HI11 Lan• Dsllas Texas 74229
(214) 3dt •6419
Client : Donald J. Carter Dats : 1 July 1998
Project : Carter Addition-Phase II, Coppell , TX Job No : 98.2056
Soil Description : On-Site Fill
Dark Brown Silty Clay
Maximum Density 95.0 pcf Liquid Limit 39.5
Optimum Moisture : 22•~q Plasticity Index 23.5
Distribution : (1) Donald J. Carter, Jeff Fink
(1) Needham Wright Enginea"s, Inc.
(1) Tri-Dal Ltd.
(1) City of Coppell
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MOISTURE-DENSITY RELATIONSHIPASTM D698
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Moisture Content - percent