Villages of CC 4-LR 930114Hooper Engineering Laboratories, Inc.
Construction Materials Testing
JAN 20
REPORT OF SOIL GRADATIONS
CLIENT: Jim Sowell Construction Co., Inc. DATE: 14 January 1993
PROJECT: Village at Cottonwood Creek Section IV, JOB NO.: 92.1079
Coppell, TX
SAMPLES: Taken by a representative of Hooper Engineering Laboratories, Inc.
on 1/14/93.
LOCATION
Alley E
50)
Station 1+00
51)
Station 4+00
52)
Station 6+50
100
Alley F
53
Station 4 + 00
54)
Station 1+00
100
Alle
55)
Station 1+00
56)
Station 4 + 00
PERCENT PASSING
1 "
1 /2"
NO. 4
100
90.5
67.1
100
89.6
66.2
100
89.1
69.2
100
90.6
70.1
100
89.7
66.7
100
92.1
70.6
100
88.0
60.9
SPECIFICATION
REQUIREMENTS
o�
100 -70 -45
TECHNICIAN: CDJ
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 IN -PLACE DENSITY TESTS
CLIENT: Jim Sowell Construction Co., Inc. DATE: 14 January 1993
PROJECT: Village at Cottonwood Creek, Sec. IV, Coppell
JOB NO.: 92.1079
MATERIAL DESCRIPTION: 1) Cement Modified Soil - Reddish Brown Clayey Sand with Cement
2) Cement Modified Soil - Brown & Tan Sand with Grey Shale & Cement
3) Cement Modified Soil - Brown & Grey Sandy Clay with Cement
ASTM D 698 STANDARD PROCTOR: 1) 1 17.0 pcf @ 11.0% Moisture
2) 120.0 pcf @ 11.0% Moisture
3) 105.0 pcf @ 16.0% Moisture
MOISTURE DRY PERCENT REQUIRED
LOCATION PROCTOR LIFT CONTENT DENSITY COMPACTION COMPACTION
% PCF % %
294)
Alley E
Station 1+00
1
Fin. Sub.
11.3
114.8
98.1 95+
295)
Station 4 +00
1
Fin. Sub.
10.5
116.9
99.9 -2% to +4%
296)
Station 6+50
1
Fin. Sub.
12.3
112.6
96.2 Of Optimum
297)
Alley F
Station 4 + 00
1
Fin. Sub.
10.3
116.9
99.9
298)
Station 1 + 00
1
Fin. Sub.
12.6
111.3
95.1
299)
Alley G
Station 1 +00
2
Fin. Sub.
12.6
118.9
99.1
300)
Station 4 + 00
3
Fin. Sub.
16.2
107.0
101.9
TECHNICIAN: CDJ
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 Laborato a
Construction Materials Testing FEB 5 10,93
REPORT OF CONCRETE TESTS JOB NO.: 79
CLIENT: Jim Sowell Construction Co., Inc. DATE: 14 January 19
PROJECT: Village at Cottonwood Creek Sec. IV, Coppell SUPPLIER: Mario Sinacola
LOCATION OF POUR SET 1: Paving, cul de sac at north end of Fairview Ct.,
northwest quadrant, west quarter
LOCATION OF POUR SET 2:
rE; I --..,
SAMPLE DATA:
SET 1
SET 2
MIX NO.
6 Sks.
Truck No.
3
Cement
Ticket No.
Flyash
Time Batched
7:40am
Sand
Time Sampled
7:50am
in.
Concrete Temp. (ASTM c1064)
53 °F
1.0 in.
Air Content (ASTM 0231)
4.7%
Water
Unit Weight (ASTM c138)
Admix #1
Admix #2
AEA
COMPRESSIVE_ STRENGTH TESTS (ASTM c39)
(Standard 6 i n c h x 12 inch cylin
Cylinder Slump
Age
Test
Total Load
Pounds
Compressive
Strength
Required
28 -Day
Number Inches
Days
Date
psi
Strength
(ASTM C143)
33 4.00
7
01/21/93
115,600
4090
34 4.00
7
01/21/93
115,100
4070
35 4.00
28
02/11/93
166,000
5870
36 4.00
28
02/11/93
159,500
5640
28 -Day Average 5760
3000
TECHNICIAN: MFM (7:00am- 9:00am)
DISTRIBUTION: (1) Jim Sowell Construction Co., Inc.
(1) The Nelson Corporation A., -
(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: 14 January 1993
PROJECT: Village at Cottonwood Creek Sec. IV, Coppell SUPPLIER: Mario Sinacola
LOCATION OF POUR SET 1: Paving, cul de sac at north end of Fairview Ct.,
northwest quadrant, west quarter
LOCATION OF POUR SET 2:
SAMPLE DATA:
Truck No.
Ticket No.
Time Batched
Time Sampled
Concrete Temp. (ASTM C1064►
Air Content (ASTM C231)
Unit Weight (ASTM C1381
SET 1 SET 2
3
7:40am
7:50am
53 °F
4.7%
MIX NO. 6 Sks.
Cement
Flyash
Sand
in.
1.0 in.
Water
Admix #1
Admix #2
AEA
COMPRESSIVE STRENGTH TESTS (ASTM C39) (Standard 6 i nch x 12 inch cylinder)
Cylinder Slump Age Test Total Load Compressive Required
Number Inches Days Date Pounds Strength 28 -Day
(ASTM C143) psi Strength
33
4.00
7
01/21/93 115,600 4090
34
4.00
7
01/21/93 115,100 4070
35
4.00
28
02/11/93
36
4.00
28
02/11/93
28 -Day Average 3000
TECHNICIAN: MFM (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
I Fte � 5 r
Hooper Engineering Laborato Ind.
Construction Materials Testing 1 =�'
J
REPORT OF CONCRETE TESTS JOB NO.: 92.1079
CLIENT: Jim Sowell Construction Co., Inc. DATE: 14 January 1993
PROJECT: Village at Cottonwood Creek Sec. IV, Coppell SUPPLIER: Mario Sinacola
LOCATION OF POUR SET 1: Paving, Fairview Court @ Station 1 + 50
LOCATION OF POUR SET 2: f Buttonwood
l quadrrant
northw�est of cul de sac, cond quarter west of centerline
SAMPLE DATA:
SET 1 SET 2
MIX NO. 5 Sk. Set 2
Truck No.
1 1
Cement
Ticket No.
Flyash
Time Batched
10:45am 12:05pm
Sand
Time Sampled
10:50am 12:15pm
in.
Concrete Temp. 1ASTM c1064)
58 °F 57 °F
1.0 in.
Air Content (ASTM 0231)
4.5% 3.8%
Water
Unit Weight 1ASTM c138)
147.4 148.3
Admix #1
Admix #2
AEA
CO MPRESSIVE STRENGTH TESTS (ASTM c39)
(Standard 6 inch x 12 inch cyl inder)
Cylinder Slump
Age Test
Total Load Compressive
Pounds Strength
Required
Number Inches
Days Date
psi
Strength
IASTM C143)
37 2.00
7 01/21/93
130,900 4630
38 2.00
7 01/21/93
131,800 4660
39 2.00
28 02/11/93
190,500 6740
40 2.00
28 02/11/93
177,800 6290
28 - Day Average 6510
3000
41 3.75
7 01/21/93
112,700 3990
42 3.75
7 01/21/93
114,900 4060
43 3.75
28 02/11/93
174,300 6170
44 3.75
28 02/11/93
179,600 6350
28 -Day Average 6260
3000
TECHNICIAN: MFM (10:15am- 1:15pm)
DISTRIBUTION: (1) Jim Sowell Construction Co., Inc. X'4��
(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: 14 January 1993
PROJECT: Village at Cottonwood Creek Sec. IV, Coppell SUPPLIER: Mario Sinacola
LOCATION OF POUR SET 1: Paving,
Fairview Court
@ Station 1 +50
LOCATION OF POUR SET 2: Paving,
cul de sac at
south end of Buttonwood Ct.,
northwest quadrant of cul de sac, second quarter west of centerline
SAMPLE DATA: SET 1
SET 2
MIX NO. 5 Sk. Set 1
6 Sk. Set 2
Truck No. 1
1
Cement
Ticket No.
Flyash
Time Batched 10:45am 12:05pm
Sand
Time Sampled 10:50am 12:15pm
in.
Concrete Temp. (ASTM C1064) 58 ° F
57 °F
1.0 in.
Air Content 1ASTM c231) 4.5%
3.8%
Water
Unit Weight (ASTM C138) 147.4
148.3
Admix #1
Admix #2
AEA
COMPRESSIVE STRENGTH TESTS (ASTM C39)
(Standard 6 inc x 12 inch cylinder)
Cylinder Slump Age
Test
Total Load Compressive Required
Number Inches Days
Date
Pounds Strength 28 -Day
IASTM C143)
psi Strength
37 2.00 7
01/21/93
130,900 4630
38 2.00 7
01/21/93
131,800 4660
39 2.00 28
02/11/93
40 2.00 28
02/11/93
28 -Day Average 3000
41 3.75 7
01/21/93
112,700 3990
42 3.75 7
01/21/93
114,900 4060
43 3.75 28
02/11193
44 3.75 28
02/11/93
28 -Day Average 3000
TECHNICIAN: MFM (10:15am- 1:15pm)
DISTRIBUTION: (1) Jim Sowell Construction Co., Inc. xw*� 4 w4—,
(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
�r
Engineering Laborato i�f
Hooper Eng g
Construction Materials Testing
REPORT OF CONCRETE TESTS JOB NO.: 92.1079
CLIENT: Jim Sowell Construction Co., Inc. DATE: 14 January 1993
PROJECT: Village at Cottonwood Creek Sec. IV, Coppell SUPPLIER: Mario Sinacola
LOCATION OF POUR SET 1: Paving, Hampton Court @ Station 5 +00
LOCATION OF POUR SET 2:
SAMPLE DATA:
SET 1
SET 2
MIX NO.
5 Sks.
Truck No.
4
Cement
Ticket No.
Flyash
Time Batched
1:40pm
Sand
Time Sampled'
1:45pm
in.
Concrete Temp. (ASTM C1064)
60 °F
1.0 in.
Air Content (ASTM 0231)
4.3%
Water
Unit Weight (ASTM C1381
148.0 pcf
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
45 2.50
7
01/21/93
129,700
4590
46 2.50
7
01/21/93
130,300
4610
47 2.50
28
02/11/93
180,500
6380
48 2.50
28
02/11/93
182,600
6460
28 -Day Average 6420
3000
TECHNICIAN: MFM (1:15pm- 3:15pm)
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, Hampton Court @ Station 5 +00
LOCATION OF POUR SET 2:
SAMPLE DATA:
SET 1 SET 2
MIX NO. 5 Sks.
Truck No.
4
Cement
Ticket No.
01/21/93 130,300 4610
Flyash
Time Batched
1:40pm
Sand
Time Sampled'
1:45pm
in.
Concrete Temp. (ASTM C10641
60 °F
1.0 in.
Air Content (ASTM 0231)
4.3%
Water
Unit Weight (ASTM C138)
148.0 pcf
Admix #1
Admix #2
AEA
92.1079
14 January 1993
Mario Sinacola
COMPRESSIVE STRENGTH TESTS (ASTM C39) (Standard 6 inch x 12 inc cylinder)
Cylinder Slump Age Test Total Load Compressive Required
Number Inches Days Date Pounds Strength 28 -Day
(ASTM C143) psi Strength
45
2.50
7
01/21/93 129,700 4590
46
2.50
7
01/21/93 130,300 4610
47
2.50
28
02/11/93
48
2.50
28
02/11/93
28 -Day Average 3000
TECHNICIAN: MFM (1:15pm- 3:15pm)
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 Laboratorie nc. ____ -_.
FEB 15
Construction Materials Testing
REPORT OF CONCRETE TESTS JOB NO.: 32.1079 `""'"'
CLIENT: Jim Sowell Construction Co., Inc. DATE: 14 January 1993
PROJECT: Village at Cottonwood Creek Sec. IV, Coppell SUPPLIER: Mario Sinacola
LOCATION OF POUR SET 1: Paving, Hampton Court @ Station 1 +60,
5' east off west curb
LOCATION OF POUR SET 2:
SAMPLE DATA:
SET 1
SET 2
MIX NO.
Truck No.
Cement
Ticket No.
Flyash
Time Batched
3:10pm
Sand
Time Sampled
3:10pm
in.
Concrete Temp. (ASTM C1064)
64 °F
1.0 in.
Air Content (ASTM c231)
4.9%
Water
Unit Weight (ASTM c138)
148.4 pcf
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
Strength
(ASTM C1431
psi
49 1.75
7
01/21/93
129,800
4590
50 1.75
7
01/21/93
129,400
4580
51 1.75
28
02/11/93
184,200
6520
52 1.75
28
02/11/93
178,900
6330
28 -Day Average 6430
3000
TECHNICIAN: MS (2:30pm- 4:00pm)
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: Co., Inc.
DATE:
14 January 1993
PROJEC at Cottonwood Cre k Sec. IV, Coppell
C:Village
SUPPLIER:
Mario Sinacola
LOCATI aving, Hampton Court
@ Station 1
+60,
5' east off west curb
LOCATION OF POUR SET 2:
SAMPLE DATA: SET 1 SET 2
MIX NO.
Truck No.
Cement
JA N 2
Ticket No.
Flyash
5
Time Batched 3:10pm
Sand
Time Sampled 3:10pm
in.
Concrete Temp. (ASTM C1064) 64 °F
1.0 in.
Air Content IASTM 0231) 4.9%
Water
Unit Weight IASTM C1381 148.4 pcf
Admix #1
Admix #2
AEA
COMPRESSIVE STRENGTH TESTS (ASTM C39)
(Standard 6 inch x 12 inch cylinde
Cylinder Slump Age Test
Total Load
Compressive Required
Number Inches Days Date
Pounds
Strength
28 -Day
(ASTM C1431
psi
Strength
49 1.75 7 01/21/93
129,800
4590
50 1.75 7 01/21/93
129,400
4580
51 1.75 28 02/11/93
52 1.75 28 02/11/93
28 -Day Average
3000
TECHNICIAN: MS (2:30pm- 4:00pm)
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