MA FY 0506-LR060314Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF CONCRETE TESTS JOB NO 02 1077
CLIENT Pavement Services Corp DATE 14 March 2006
PROJECT City of Coppell Street Repair Project SUPPLIER Pavement Services
Job #05 -267, Coppell, TX
LOCATION OF POUR SET 1 Patch work (2) paving patches on Town Center Blvd southbound
lane lust south of Town Center Drive
LOCATION OF POUR SET 2
SAMPLE DATA SET 1
Truck No
2022
Ticket No
3650
Time Batched
11 30am
Time Sampled
11 30am
Concrete Temp (ASTM C1064)
70 °F
Air Content (ASTM C231i
3 5%
Unit Weight (ASTM C138)
Ambient Temp
SET 2
MIX NO
Cement
Flyash
Sand
in
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 C143) psi Strength
523 4 50 7 03/21/06 70,800
2500
524 4 50 28 04/1 1 /06 103,200
3650
525 4 50 28 04/11,06 100,400
3550
28 -Day Average
3600
TECHNICIAN
DISTRIBUTION
MVH (10 30am -12 30pm)
(1 ) Pavement Services Corp
(1) City of Coppell
0 1111
1
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 14 March 2006
PROJECT City of Coppell Street Repair Project JOB NO 02 1077
Job #05 -267, Coppell, TX
MATERIAL DESCRIPTION 1 ) Flex Base - Crushed Asphalt
ASTM D 698 STANDARD PROCTOR 1) 109 0 pcf @ 14 0% Moisture
MOISTURE DRY PERCENT REQUIRED
LOCATION PROCTOR LIFT CONTENT DENSITY COMPACTION COMPACTION
% PCF %
Paving Replacemen Town Center
Blvd. & Town Center Dr.
300) south replacement, 3' N of S end
301) south replacement, 10' S of N end
302) south replacement, 3' S of N end
1 Fin
Sub
104
1083
993
1 Fin
Sub
12 6
106 8
980
1 Fin
Sub
11 6
1043
95 7
TECHNICIAN CDJ
DISTRIBUTION (1) Pavement Services Corp
(1) City of Coppell
2870 Walnut Hill Lane
Dallas, Texas 75229
95+
(214) 351 -6419 Fax (214) 351 -5148