ST9505-LR 950720Hooper
Engineering Laboratories,
Construction Materials Testing
Inc.
REPORT OF CONCRETE TESTS JOB NO.: 95.1053
CLIENT: Prentiss Properties DATE: 20 July 1995
PROJECT: Executive Drive, Coppell, TX SUPPLIER: L.H. Lacy
LOCATION OF POUR SET 3: Paving, southbound Executive Drive @ Station 8+30
LOCATION OF POUR SET 4: Paving, southbound Executive Drive (~ Station 8 +00
SAMPLE DATA: SET 1 SET 2 MIX NO.
Truck No. Cement
Ticket No. Flyash
Time Batched 11:50am 12:10pm Sand
Time Sampled 11:55am 12:15pm in.
Concrete Temp. {ASTM C1064l 91 °F 92°F 1.0 in.
Air Content (ASTM C231) 5.5% 5.6% 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
Number Inches Days Date
{ASTM C1431
Total Load Compressive Required
Pounds Strength 28-Day
psi Strength
33 1.75 4 07/24/95
34 1.75 7 07/27/95
35 1.75 28 08/17~95
36 1.75 28 08/17/95
37 1.50 4 07/24/95
38 1.50 7 07/27/95
39 1.50 28 08/17/95
40 1.50 28 08/17/95
71,300 2520
86,300 3050
103,700 3670
102,600 3630
28-Day Average 3650
78,900 2790
82,400 2910
102,800 3640
101,900 3600
28-Day Average 3620
3600
3600
TECHNICIAN:
DISTRIBUTION:
GKO (11:00am-1:30pm)
(1) Prentiss Properties, Tom Navin
(1) L. H. Lacy Company
(1) City of Coppell Engineering
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.: 95.1053
CLIENT: Prentiss Properties DATE: 20 July 1995
PROJECT: Executive Drive, Coppell, TX SUPPLIER: L.H. Lacy
LOCATION OF POUR SET 3: Paving, southbound Executive Drive ~ Station 0 + 80
LOCATION OF POUR SET 4:
SAMPLE DATA: SET 1
Truck No.
Ticket No.
Time Batched 3:15pm
Time Sampled 3:20pm
Concrete Temp. (ASTM C1064) 91 °F
Air Content (ASTM C231)
Unit Weight (ASTM C138l
SET 2
MIX NO.
Cement
Flyash
Sand
ir].
1.0 in.
Water
Admix #1
Admix #2
AEA
COMPRESSIVE STRENGTH TESTS {ASTM C39)
(Standard 6 inch x 1 2 inch cylinder)
Cylinder Slump Age Test
Number Inches Days Date
{ASTM C1
Total Load Compressive Required
Pounds Strength 28-Day
psi Strength
41 1.00 4 07/24/95
42 1.00 7 07/27/95
43 1,00 7 07127/95
44 1.00 28 08/17/95
45 1.00 28 08/17/95
91,300 323O
103,800 367O
105,500 373O
124,900 4420
125,200 4430
2~-Oay Average 4420
3600
TECHNICIAN:
DISTRIBUTION:
LS (2:45pm-4:15pm)
(1) Prentiss Properties, Tom Navin
(1) L. H, Lacy Company
(1) City of Coppell Engineering
2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351-6419 Fax (2~[4) 351-5148
Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF CONCRETE TESTS JOB NO.: 95.1'053
CLIENT: Prentiss Properties DATE: 20 July 1995
PROJECT: Executive Drive, Coppell, TX SUPPLIER: L.H. Lacy
LOCATION OF POUR SET 3: Paving, Executive Drive north approach, east side
LOCATION OF POUR SET 4:
SAMPLE DATA: SET I SET 2 MIX NO.
Truck No. 92-6 Cement
Ticket No. Flyash
Time Batched 7:30am Sand
Time Sampled 7:40am in.
Concrete Temp. (ASTM C1064) 98°F 1.0 in.
Air Content (ASTM C231) 5.3% Water
Unit Weight IASTM C138) 141.1 pcf Admix #1
Admix #2
AEA
COMPRESSIVE STRENGTH TESTS (ASTM C39)
(Standard 6 inch x 12 inch cylinder)
Cylinder Slump Age Test
Number Inches Days Date
{ASTM C143)
Total Load Compressive Required
Pounds Strength 28-Day
psi Strength
29 5.00 4 07/24/95
30 5.00 7 07/27/95
31 5.00 28 08/17/95
32 5.00 28 08/17/95
65,500 2320
75,80O 268O
101,900 3600
102,300 3620
28-Day Average 3610
3600
TECHNICIAN:
DISTRIBUTION:
MFM (7:00am-8:30am)
(1) Prentiss Properties, Tom Navin
(1) L. H. Lacy Company
(1) City of Coppell Engineering
2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351-6419 l--ax (214) 35~.-5148
Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF CONCRETE TESTS JOB NO.: 95.1053
CLIENT: Prentiss Properties DATE: 20 July 1995
PROJECT: Executive Drive, Coppell, TX SUPPLIER: L.H. Lacy
LOCATION OF POUR SET 3: Paving, southbound Executive Drive ~ Station 8 +30
LOCATION OF POUR SET 4: Paving, southbound Executive Drive @ Station 8+00
SAMPLE DATA: SET 1 SET 2 MIX NO.
Truck No. Cement
Ticket No. Flyash
Time Batched 1 1:50am 12:10pm Sand
Time Sampled 1 1:55am 12:1 5pm in.
Concrete Temp. IASTM C1064l 91 °F 92°F 1.0 in.
Air Content (ASTM C231) 5.5% 5.6% Water
Unit Weight (ASTM C138) Admix # 1
Admix #2
AEA
COMPRESSIVE STRENGTH TESTS (ASTM C391
(Standard 6 inch x 12 inch cylinder)
Cylinder Slump Age Test
Number Inches Days Date
(ASTM Cl 43)
Total Load ' Compressive Required
Pounds Strength 28-Day
psi Strength
33 1.75 4 07/24/95
34 1.75 7 07/27/95
35 1.75 28 08/17/95
36 1.75 28 08/17~95
37 1.50 4 07/24/95
38 1.50 7 07127195
39 1.50 28 08/17/95
40 1.50 28 08/17/95
71,300 2520
86,300 3050
28-Day Average
78,900 279O
82,400 2910
28-Day Average
3600
3600
TECHNICIAN:
DISTRIBUTION:
GKO (1 l:00am-l:30pm)
(1! Prentiss Properties, Tom Navin
(1) L. H. Lacy Company
{1) City of Coppell Engineering
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.: 95.1053
CLIENT: Prentiss Properties DATE: 20 July 1995
PROJECT: Executive Drive, Coppell, TX SUPPLIER: L.H. Lacy
LOCATION OF POUR SET 3: Paving, Executive Drive north approach, east side
LOCATION OF POUR SET 4:
SAMPLE DATA: SET 1 SET 2 MIX NO.
Truck No. 92-6 Cement
Ticket No. Flyash
Time Batched 7:30am Sand
Time Sampled 7:40am in.
Concrete Temp. (ASTM C1064) 98°F 1.0 in.
Air Content {ASTM C231) 5.3% Water
Unit Weight {ASTM C138) 141.1 pcf Admix #1
Admix #2
AEA
COMPRESSIVE STRENGTH TESTS IASTM C39l
(Standard 6 inch x 12 inch cylinder)
Cylinder Slump Age Test
Number Inches Days Date
(ASTM C143)
Total Load Compressive Required
Pounds Strength 28-Day
psi Strength
29 5.00 4 07/24/95
30 5.00 7 07/27/95
31 5.00 28 08/17/95
32 5.00 28 08/17/95
65,500 2320
75,800 2680
28-Day Average 3600
TECHNICIAN:
DISTRIBUTION:
MFM (7:00am-8:3Oam)
(1) Prentiss Properties, Tom Navin
(1) L. H. Lacy Company
(1) City of Coppell Engineering
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.: 95.1053
CLIENT: Premiss Properties DATE: 20 July 1995
PROJECT: Executive Drive, Coppell, TX SUPPLIER: L.H. Lacy
LOCATION OF POUR SET 3: Paving, southbound Executive Drive ~ Station 0+80
LOCATION OF POUR SET 4:
SAMPLE DATA: SET 1
Truck No.
Ticket No.
Time Batched 3:15pm
Time Sampled 3:20pm
Concrete Temp. (ASTM C1064} 91 °F
Air Content (ASTM C231)
Unit Weight (ASTM C138)
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
Number Inches Days Date
{ASTM C1
Total Load Compressive Required
Pounds Strength 28-Day
psi Strength
41 1.00 4 07/24/95
42 1.00 7 07/27/95
43 1.00 7 07/27/95
44 1.00 28 08/17/95
45 1.00 28 08/17195
91,300 3230
103,800 367O
105,500 3730
28-Day Average
3600
TECHNICIAN:
DISTRIBUTION:
LS (2:45pm-4:15pm)
{1 ) Prentiss Properties, Tom Navin
(1) L. H. Lacy Company
(1) City of Coppell Engineering
2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351-6419 Fax (214) 351-5148