Villages of CC 4-LR 930123Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF CONCRETE TESTS
CLIENT: Jim Sowell Construction Co., Inc.
PROJECT: Village at Cottonwood Creek Sec. IV, Coppell
LOCATION OF POUR SET 1: Paving on Alley G @ Station 2 +50
LOCATION OF POUR SET 2: Paving on Alley K @ Station 0 +75
JOB NO.: 92.1079
DATE: 23 January 1993
SUPPLIER: Mario Sinacola
SAMPLE DATA:
SET 1
SET 2
MIX NO.
Truck No.
Cement
Ticket No.
Flyash
Time Batched
Sand
Time Sampled
2:00pm
3:00pm
in.
Concrete Temp. (ASTM C1064)
65 °F
65 °F
1.0 in.
Air Content (ASTM C231)
4.0%
3.9%
Water
Unit Weight (ASTM 0138)
149.9
149.6
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
129 2.50
7
01/30/93
112,800
3990
130 2.50
7
01/30/93
109,700
3880
131 2.50
28
02/20/93
158,900
5620
132 2.50
28
02/20/93
155,300
5490
28 -Day Average
5550
3000
133 1.00
7
01/30/93
116,500
4120
134 1.00
7
01/30/93
112,800
3990
135 1.00
28
02/20/93
154,000
5450
136 1.00
28
02/20/93
161,100
5700
28 -Day Average
5570
3000
TECHNICIAN: REM /LS (12:30pm- 4:00pm)
DISTRIBUTION: (1) Jim Sowell Construction Co., Inc.
(1) The Nelson Corporation 40U. 4814.
(1) Mario Sinacola & Sons Excavating, Inc.
(1) City of Coppell, Garreth Campbell
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.: 92.1079
CLIENT: Jim Sowell Construction Co., Inc. DATE: 23 January 1993
PROJECT: Village at Cottonwood Creek Sec. IV, Coppell SUPPLIER: Mario Sinacola
LOCATION OF POUR SET 1: Paving on Alley G @ Station 2 + 50
LOCATION OF POUR SET 2: Paving on Alley K @ Station 0 +75
SAMPLE DATA:
SET 1
SET 2
MIX NO.
Truck No.
Cement
Ticket No.
Flyash
Time Batched
Sand
Time Sampled
2:00pm
3:00pm
in.
Concrete Temp. (ASTM c1084)
65 °F
65 °F
1.0 in.
Air Content IASTM C231►
4.0%
3.9%
Water
Unit Weight (ASTM C138)
149.9
149.6
Admix #1
Admix #2
AEA
COMPRESSIVE STRENGTH TESTS
(ASTM C391
(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
129 2.50
7
01/30/93
112,800
3990
130 2.50
7
01/30/93
109,700
3880
131 2.50
28
02/20/93
132 2.50
28
02/20/93
28 -Day Average
3000
133 1.00
7
01/30/93
116,500
4120
134 1.00
7
01/30/93
112,800
3990
135 1.00
28
02/20/93
136 1.00
28
02/20/93
28 -Day Average
3000
TECHNICIAN: REM /LS (12:30pm- 4:00pm)
DISTRIBUTION: (1) Jim Sowell Construction Co., Inc.
(1) The Nelson Corporation 00 0e� dl
(1) Mario Sinacola & Sons Excavating, Inc.
(1) City of Coppell, Garreth Campbell
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 .: 92.1079
CLIENT: Jim Sowell Construction Co., Inc. DATE: 23 January 1993
PROJECT: Village at Cottonwood Creek Sec. IV, Coppell SUPPLIER: Mario Sinacola
LOCATION OF POUR SET 1: Paving, Gibson Court, north end of cul de sac
LOCATION OF POUR SET 2:
SAMPLE DATA:
SET 1
SET 2
MIX NO.
Truck No.
Cement
Ticket No.
Flyash
Time Batched
7:30am
Sand
Time Sampled
7:35am
in.
Concrete Temp. (ASTM C1064)
58 °F
1.0 in.
Air Content (ASTM 02311
5.5%
Water
Unit Weight (ASTM C138)
142.6
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
125 5.00
7
01/30/93
110,500
3910
126 5.00
7
01/30/93
109,400
3870
127 5.00
28
02/20/93
136,100
4810
128 5.00
28
02/20/93
140,500
4970
28 - Day Average 4890
3000
TECHNICIAN: LS (7:00am 9:00am)
DISTRIBUTION: (1) Jim Sowell Construction Co., Inc.
(1) The Nelson Corporation /%�
(1) Mario Sinacola & Sons Excavating, Inc.
(1) City of Coppell, Garreth Campbell
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: Jim Sowell Construction Co., Inc. DATE:
PROJECT: Village at Cottonwood Creek Sec. IV, Coppell SUPPLIER
LOCATION OF POUR SET 1: Paving, Gibson Court, north end of cul de sac
LOCATION OF POUR SET 2:
SAMPLE DATA:
SET 1 SET 2
MIX NO.
Truck No.
126
Cement
Ticket No.
01/30/93 109,400 3870
Flyash
Time Batched
7:30am
Sand
Time Sampled
7:35am
in.
Concrete Temp. (ASTM C10641
58 ° F
1.0 in.
Air Content (ASTM 0231)
5.5%
Water
Unit Weight (ASTM C138)
142.6
Admix #1
Admix #2
AEA
92.1079
23 January 1993
Mario Sinacola
COMPRESSIVE STRENGTH TESTS (ASTM Cis) (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
125
5.00
7
01/30/93 110,500 3910
126
5.00
7
01/30/93 109,400 3870
127
5.00
28
02/20/93
128
5.00
28
02/20/93
28 -Day Average 3000
TECHNICIAN: LS (7:00am- 9:00am)
DISTRIBUTION: (1) Jim Sowell Construction Co., Inc.
(1) The Nelson Corporation ASVI Vol
(1) Mario Sinacola & Sons Excavating, Inc.
(1) City of Coppell, Garreth Campbell
2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351 -6419 Fax (214) 351 -5148