Villages of CC 4-LR 930116Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF CONCRETE TESTS JOB NO.: 92.1079
CLIENT: Jim Sowell Construction Co., Inc. DATE: 16 January 1993
PROJECT: Village at Cottonwood Creek Sec. IV, Coppell SUPPLIER: Mario Sinacola
LOCATION OF POUR SET 1: Paving, Graham Drive @ Station 15 + 50
LOCATION OF POUR SET 2: Paving, Graham Drive @ Station 18 +25
SAMPLE DATA:
SET 1 SET 2 MIX NO.
Truck No.
Cement
Ticket No.
Flyash
Time Batched
7:25am
8:26am
Sand
Time Sampled
7:35am
8:35am
in.
Concrete Temp. (ASTM C10641
57 °F
57 °F
1.0 in.
Air Content (ASTM 0231)
4.6%
4.8%
Water
Unit Weight (ASTM 0138)
148.9
149.3
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
85 1.25
7
01/23/93
120,100
4250
86 1.25
7
01/23/93
118,900
4210
87 1.25
28
02/13/93
88 1.25
28
02/13/93
28 -Day Average
3000
89 2.75
7
01/23/93
114,500
4050
90 2.75
7
01/23/93
111,700
3950
91 2.75
28
02/13/93
92 2.75
28
02/13/93
28 -Day Average
3000
TECHNICIAN: RDG (7:00am- 3:00pm)
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.: 92.1079
CLIENT: Jim Sowell Construction Co., Inc. DATE: 16 January 1993
PROJECT: Village at Cottonwood Creek Sec. IV, Coppell SUPPLIER: Mario Sinacola
LOCATION OF POUR SET 1: Paving, Gibson Court @ Station 3 +00
LOCATION OF POUR SET 2: Paving, Gibson Court @ Station 0 +75
SAMPLE DATA:
SET 1
SET 2
MIX NO.
Truck No.
Cement
Ticket No.
Flyash
Time Batched
11:12am
12:10pm
Sand
Time Sampled
11:20am
12:20pm
in.
Concrete Temp. (ASTM C1064)
60 °F
60 °F
1.0 in.
Air Content (ASTM 0231)
6.0%
4.9%
Water
Unit Weight (ASTM C13s)
144.8
146.3
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
93 2.50
7
01/23/93
121,000
4280
94 2.50
7
01/23/93
117,000
4140
95 2.50
28
02/13/93
96 2.50
28
02/13/93
28 -Day Average
3000
97 1.75
7
01/23/93
110,900
3920
98 1.75
7
01/23/93
107,800
3810
99 1.75
28
02/13/93
100 1.75
28
02/13/93
28 -Day Average
3000
TECHNICIAN: RDG
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
I&AAv%�
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, Hampton Court, east side of south
half of cul de sac
LOCATION OF POUR SET 2:
92.1079
16 January 1993
Mario Sinacola
SAMPLE DATA:
SET 1
SET 2
MIX NO.
Truck No.
Cement
Ticket No.
Flyash
Time Batched
1:28pm
Sand
Time Sampled
1:35pm
in.
Concrete Temp. 1ASTM C1064)
62 °F
1.0 in.
Air Content (ASTM 0231)
4.6%
Water
Unit Weight (ASTM 0138)
146.2
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 C1431
psi
Strength
101 5.25
7
01/23/93
117,700
4160
102 5.25
7
01/23/93
110,600
3910
103 5.25
28
02/13/93
104 5.25
28
02/13/93
28 -Day Average
TECHNICIAN: RDG
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