Town Center L2B1-LR 960207 Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF CONCRETE TESTS JOB NO.:
CLIENT: North Texas Contracting, Inc. DATE: 7 February 1996
PROJECT: Wendy's Town Center, Coppell, TX SUPPLIER: Lattimore
LOCATION OF POUR SET 1: Paving, Spine Rd., southbound ~ Station 18 + 00 to 19 + 00 curb
LOCATION OF POUR SET 2: Paving, Spine Rd., southbound @ Station 17 + 25 to 17 + 75 flatwork
SAMPLE DATA: SET 1 SET 2 MIX NO. 42
Truck No. 331 617 Cement
Ticket No. 7018003 7018012 Flyash
Time Batched 11:10am 12:06pm Sand
Time Sampled 12:10pm 12:50pm in.
Concrete Temp. (ASTM C1004) 62°F 63°F 1.0 in.
Air Content (ASTM C231! 5.1% 5.5% Water
Unit Weight (ASTM C138) Admix # 1
Admix #2
AEA
COMPRESSIVE STRENGTH TESTS CASTM C3S) (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
56 3.00 7 02114/96 80,300 2840
57 3.00 56 04/03/96
58 3.00 28 03~06~96 :105,500 3730
59 3.00 28 03/06/96 102,200 3610
28-Day Average 3670 3600
60 4.50 56 04/03/96
61 4.50 7 02/14/96 59,200 2090
62 4.50 28 03/06/96 73,000 2580
63 4.50 28 03/06/96 78,700 2780
28-Day Average 2680 3600
TECHNICIAN: MFM (11:30am-2:00pm)
DISTRIBUTION: (2) North Texas Contracting, Inc.
(1) City of Coppell, Larry Davis
2870 Walnut Hill Lane Dallas. Texas 75229 (214) 351-6419 Fax (214) 351-5148
Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF CONCRETE TESTS JOB NO.:
CLIENT: North Texas Contracting, Inc. DATE: 7 February 1996
PROJECT: Wendy's Town Center, Coppell, TX SUPPLIER: Lattimore
LOCATION OF POUR SET 1: Paving, Spine Rd., southbound ~ Station 18+00 to 19+00 curb
LOCATION OF POUR SET 2: Paving, Spine Rd., southbound @ Station 17+25 to 17 +75 flatwork
SAMPLE DATA: SET 1 SET 2 MIX NO. 42
Truck No. 331 617 Cement
Ticket No. 7018003 7018012 Flyash
Time Batched 11:lOam 12:O6pm Sand
Time Sampled 12:10pm 12:5Opm in.
Concrete Temp. [ASTM C1064) 62°F 63°F 1.0 in.
Air Content (ASTM C231 ) 5.1% 5.5 % Water
Unit Weight (ASTM C138) 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
56 3.00 7 02/14/96 80,300 2840
57 3.00 56 04/03/96 ~.09,400 3870
58 3.00 28 03/06/96 :[05,500 3730
59 3.00 28 03/06/96 102,200 36!0
28-Day Average 3670 3600
60 4.50 56 04/03/96 94,000 3320
61 4.50 7 02/14/96 59,200 2090
62 4.50 28 03/06/96 73,000 2580
63 4.50 28 03/06/96 78,700 2780
28-Day Average 2680 3600
TECHNICIAN: MFM (11:30am-2:OOpm)
DISTRIBUTION: (2) North Texas Contracting, Inc.
(1) City of Coppell, Larry Davis
2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351-6419 Fax (214) 351-5148
Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF CONCRETE TESTS JOB NO.:
CLIENT: North Texas Contracting, Inc. DATE: 7 February 1996
PROJECT: Wendy's Town Center, Coppell, TX SUPPLIER: Lattimore
LOCATION OF POUR SET 1: Paving, Spine Rd., southbound ~ Station 18+00 to 19+00 curb
LOCATION OF POUR SET 2: Paving, Spine Rd., southbound ~ Station 17+25 to 17+75 flatwork
SAMPLE DATA: SET 1 SET 2 MIX NO. 42
Truck No. 331 617 Cement
Ticket No. 7018003 7018012 FIyash
Time Batched 11:10am 12:06pm Sand
Time Sampled 12:10pm 12:50pm in.
Concrete Temp. [ASTM C1064} 62°F 63°F 1.0 in.
Air Content (ASTM C231 ) 5.1% 5.5% Water
Unit Weight (ASTM C138) 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
56 3.00 7 02/14/96 80,300 2840
57 3.00 56 04/03/96
58 3.00 28 03/06/96
59 3.00 28 03/06/96
28-Day Average 3600
60 4.50 56 04/03/96
61 4.50 7 02/14/96 59,200 2090
62 4.50 28 03/06/96
63 4.50 28 03/06/96
28-Day Average 3600
TECHNICIAN: MFM (11:30am-2:00pm) ~ ~~.
DISTRIBUTION: (2) North Texas Contracting, Inc.
(1) City of Coppell, Larry Davis
2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351-6419 Fax (214) 351-5148