MA FY 0405-LR051013Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF CONCRETE TESTS
CLIENT: Pavement Services Corp.
PROJECT: City of Coppelt Street Repair Project
Job #03-007, Coppell, TX
LOCATION OF POUR SET 1:
LOCATION OF POUR SET 2:
JOB NO.:
DATE:
SUPPLIER:
Paving, alley at 266 Creekside residence
02,1077
13 October 2005
Pavement Set.
SAMPLE DATA: SET 1 SET 2 MIX NO.
Truck No. Cement
Ticket No. Flyash
Time Batched Sand
Time Sampled in.
Concrete T~mp. (ASTM C1064) 1.0 in.
Air Content IASTM C231) Water
Unit Weight IASTM C138) Admix //1
Ambient Temp. Admix //2
AEA
COMPRESSIVE STRENGTH TESTS (ASTM C39) (Standard 6 inch x 1 2 inch cylinder)
Cylinder Slump Age Test Total Load Compressive Required
Number Inches Days Date Pounds Stren.gth 28-Day
(ASTM C143} psi Strength
469 7 10/20/05 100,100 3540
470 28 11/10/05 146,800 5190
471 28 11/10/05 135,000 4780
28-Day Average 4990
4OOO
NOTE: Cylinders and all information furnished by contractor.
TECHNICIAN:
DISTRIBUTION:
I hour lab. processing
(1) Pavement Services Corp.
(1) City of Coppell
28~0 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: 13 October 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 % %
Alley Pavino Replacement @ Hill Dr. &
Creekside Drive
272) approx. 5' E of Hill Drive 1 Fin. Sub. 12.8 109.9 100.8
273) approx. 30' E of Hill Drive 1 Fin. Sub. 14.3 115.2 105.7
274) approx. 5' W of E end 1 Fin, Sub. 16.0 105.8 97.0
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