MA 03/04-LR050405Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF CONCRETE TESTS
CLIENT: Pavement Services Corp.
PROJECT: City of Coppell Street Repair Project
Job //03-007, Coppell, TX
LOCATION OF POUR SET 1:
LOCATION OF POUR SET 2:
JOB NO.: 02.1077
DATE: 5 April 2005
SUPPLIER: Pavement Services
Paving eastbound 723 Hawk St. residence
SAMPLE DATA: SET 1 SET 2 MIX NO.
Truck No, Cement
Ticket No. Flyash
Time Batched Sand
Time Sampled in.
Concrete Temp. (ASTM C1064) 1 .0 in.
Air Content (ASTM C231 ) Water
Unit Weight (ASTM C138) Admix //1
Ambient Temp. Admix //2
AEA
COMPRESSIVE STRENGTH TESTS (ASTM C39) (Standard 6 inch x 12 inch cylinder)
Cylinder Slump Age Test Total Load Compressive Required
Number Inches Days Date Pounds Strength 28-Day
(ASTM C 14 3) psi Strength
432 8 04/13/05 129,100 4570
433 28 05~03~05 163;400 5780
434 28 05~03~05 152,900 5410
28-Day Average 5600
4OO0
NOTE: Cylinders and all information furnished by contractor.
TECHNICIAN:
DISTRIBUTION:
1 hour lab. processing
(1) Pavement Services Corp.
(1) City of Coppell
2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351-6419 Fax (214) 351-5148
Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF IN-PLACE DENSITY TESTS
CLIENT: Pavement Services Corp.
DATE: 5 April 2005
PROJECT: City of Coppell Street Repair Project
Job #03-007, Coppell, TX
JOB NO.: 02.1077
MATERIAL DESCRIPTION: 1 ) Flex Base - Crushed Concrete and Asphalt
ASTM D 698 STANDARD PROCTOR: 1) 109.0 pcf @ 14.0% Moisture
LOCATION PROCTOR LIFT
MOISTURE DRY PERCENT REQUIRED
CONTENT DENSITY COMPACTION COMPACTION
% PCF % %
Pavina Reolacement ~ 723 Hawk Drive
227) approx. 5' E of W end 1 Fin. Sub. 11.9 123.7 113.5
228) approx. 20' W of E end 1 Fin. Sub. 12.1 123.5 113.3
229) approx. 5' W of E end 1 Fin. Sub. 11.9 122.9 112.8
95+
TECHNICIAN:
DISTRIBUTION:
CDJ
(1) Pavement Services Corp.
(1) City of Coppell
2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351-6419 Fax (214) 351-5148