MA FY 0405-LR051012Hooper 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.:
DATE:
SUPPLIER:
Paving, alley at 930 Mallard residence
02.1077
12 October 2005
Pavement Ser.
SAMPLE DATA:
Truce No.
Ticket No.
Time Batched
Time Sampled
Concrete Tamp. (ASTM C1064)
Air Content {ASTM C231)
Unit Weight (ASTM C138)
Ambient Temp.
SET 1 SET 2
MiX NO.
Cement
Flyash
Sand
iR.
1.0 in.
Water
Admix #1
Admix #2
AEA
COMPRESSIVE STRENGTH TESTS IASTM C39)
(Standard 6 inch x 12 inch cylinder)
Cylinder Slump Age Test Total Load Compressive Required
Number Inches Days Date Pounds Stren.gth 28-Day
(ASTM C143} psi Strength
466 7 10/19/05
467 28 11/09/05
468 28 11/09/05
99,800 3530
130,100 4600
127,600 4510
28-Day Average 4560
NOTE: Cylinders and all information furnished by contractor.
4OOO
TECHNICIAN:
DISTRIBUTION:
1 hour lab. processing
(I) 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: 12 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 % %
Pavino Reolacement-AIley (~ 930 Mallard Dr.
268) approx. 10' W of E end 1 Fin. Sub. 14.1 112.4 103.1
269) approx. 10' E of W end 1 Fin. Sub. 14.0 104.1 95.5
Pavino Reolacement ~ Parkway Blvd. & Alex Dr.
270) approx. 5' W of E end 1 Fin. Sub. 12.5 111.4 102.2
271) approx. 5'Eof Wend 1 Fin. Sub. 13.1 114.1 104.7
95+
TECHNICIAN:
DISTRIBUTION:
CDJ
(1) Pavement Services Corp.
(1) City of Coppell
2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351-6419 Fax (214) 351-5149