MA 03/04-LR050406Hooper 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 eastbound @ 630 Swan residence
02.1077
6 April 2005
Pavement Services
SAMPLE DATA:
Truck No.
Ticket No.
Time Batched
Time Sampled
Concrete Temp. IASTM C1064)
Air Content (ASTM C231)
Unit Weight (ASTM C1381
Ambient Temp.
SET 1 SET 2
MIX NO.
Cement
Flyash
Sand
1.0 in.
Water
Admix #1
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 143) psi Strength
429 7 04/13/05
430 28 05~04/05
431 28 05/04/05
94,500 3340
137,500 4860
136,5QQ 4830
28-Day Average 4850
4000
NOTE: Cylinders and apl information furnished by contractor.
TECHNICIAN:
DISTRIBUTION:
Contractor (plus 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: 6 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 D698 STANDARD PROCTOR: 1) 109.0 pcf ~ 14.0% Moisture
LOCATION PROCTOR LIFT
MOISTURE DRY PERCENT REQUIRED
CONTENT DENSITY COMPACTION COMPACTION
% PCF % %
Paving Replacement @ 633 Swan Drive
230) approx. 15' Wof E end 1 Fin. Sub. 12.2 114.6 105.1
231) approx. 40' W of E end 1 Fin. Sub. 11,6 118.0 108.3
232) approx. 5' E of W end 1 Fin. Sub. 12.6 119.1 109.3
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