MA 03/04-LR050628Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF CONCRETE TESTS
CLIENT: Pavement Services Corp.
PROJECT: City of Coppell Street Repair Project
Job //03-007, Copperl, TX
LOCATION OF POUR SET I:
LOCATION OF POUR SET 2:
JOB NO.: 02.1077
DATE: 28 June 2005
SUPPLIER: Beall
Paving, southbound lane of MacArthur ~ 333 residence
SAMPLE DATA:
Truck No.
Ticket No.
Time Batched
Time Sampled
Concrete Temp. (ASTM C1064)
Air Content (ASTM C2311
Unit Weight IASTM C138)
Ambient Temp.
SET 1 SET 2
COMPRESS~YE STRENGTH TESTS (ASTM C39)
MIX NO.
Cement
Flyash
Sand
in.
1.0 in.
Water
Admix #1
Admix #2
AEA
(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
455 7 07~05~05
456 28 07~26~05
457 28 07~26~05
110,500 3910
135,$QQ 479Q
~32,500 4690
28-Day Average 4740
4000
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 TESTR
CLIENT: Pavement Services Corp.
DATE: 28 June 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 % %
Pavino Reolacement @ Cpmdor and
MacArthur (aoorox. 333 S. MacArthur)
244) approx. 30' S of N end 1 Fin, Sub. 14.6 115.8 106.2
245) approx. 115' S of N end 1 Fin. Sub. 14.3 116.5 107.0
246) approx. 25' N of S end 1 Fin. Sub. 14.1 117.5 107.8
95+
TECHNICIAN:
DISTRIBUTION:
CDJ
(1) Pavement Services Corp.
(1) City of Coppell
2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351-6419 Fax (214) 35%5148