MA 02/03-LR040206Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF CONCRETE TESTS JOB NO.: 02.1077
CLIENT: Pavement Services Corp. DATE: 6 February 2004
PROJECT: City of Coppell Street Repair Project, Job 03-007 SUPPLIER: Beall
LOCATION OF POUR SET 1: Paving, pourback eastbound Southwestern St. ~ 10'-30'
east of southeast drive to 652 Southwestern St.
LOCATION OF POUR SET 2:
SAMPLE DATA: SET 1 SET 2 MIX NO.
Truck No. 208 Cement
Ticket No. 13623065 FIyash
Time Batched 9:49am Sand
Time Sampled 10:30am in.
Concrete Temp. (ASTM C1084i 54°F 1.0 in.
Air Content {ASTM C231) 3.4% Water
Unit Weight (ASTM Cl 38) Admix #1
Admix #2
AEA
340L 1504
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
366 3.50 7 02/13/04
367 3.50 28 03/05/04
368 3.50 28 03/05/04
132,300 4680
167,100 5910
165,300 5850
28-Day Average 5880
4000
TECHNICIAN:
DISTRIBUTION:
TMC (9:45am-11:45am)
(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 February 2004
PROJECT: City of Coppell Street Repair Project
Job #03-007, Coppell, TX
MATERIAL DESCRIPTION: 1 ) Cement Treated Base
JOB NO.: 03.1059
ASTM D 698 STANDARD PROCTOR: 1) 120.0 pcf @ 11.0% Moisture
LOCATION PROCTOR LIFT
MOISTURE DRY PERCENT REQUIRED
CONTENT DENSITY COMPACTION COMPACTION
% PCF % %
Pavement Replacement (~ 600 BIk. Southwestern
178) approx. 25' E of W end 1 CTB 7.5
179) approx. 65' E of W end 1 CTB 8.1
180) approx. 40' W of E end 1 CTB 10.0
131.4 109.5
133.9 111.6
128.0 106.7
95+
TECHNICIAN: CDJ
DISTRIBUTION: (1) Pavement Services Corp.
(1) City of Coppell
2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351-6419 Fax (214) 351-5148