Villages of CC 4-LR 930113Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF SOIL GRADATIONS
CLIENT: Jim Sowell Construction Co., Inc. DATE: 13 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 1/13/93.
LOCATION
PERCENT PASSING
1 "
Graham Drive
42)
Station 18+50
43)
Station 15 + 50
44)
Station 12+50
65.4
Gammon Court
45)
Station 5 + 00
46)
Station 2 + 00
63.2
Alley M
47)
Station 3 + 00
48)
Station 0 + 50
64.1
Alley H
49)
Station 2 +00
PERCENT PASSING
1 "
SPECIFICATION
REQUIREMENTS
100 -70 -45
TECHNICIAN: CDJ o d� X
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
1/2"
NO. 4
o�
100
90.0
65.4
100
89.0
65.4
100
89.9
63.2
100
88.6
65.9
100
89.6
64.1
100
84.1
50.7
100
83.8
60.5
100
90.0
65.2
SPECIFICATION
REQUIREMENTS
100 -70 -45
TECHNICIAN: CDJ o d� X
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
Allen H
293) Station 2 +00 2 Fin. Sub. 15.0 114.2 97.5
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
✓� r
(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: 13 January 1993
PROJECT: Village at Cottonwood Creek, Sec. IV, Coppell JOB NO.: 92.1079
MATERIAL DESCRIPTION:
1) Cement Modified Soil - Brown & Tan Sand with Grey Shale & Cement
2) Cement Modified Soil - Reddish Brown Clayey Sand with Cement
ASTM D 698 STANDARD PROCTOR: 1) 120.0 pcf @ 11.0% Moisture
2) 117.0 pcf @ 11.0% Moisture
MOISTURE DRY PERCENT REQUIRED
LOCATION
PROCTOR LIFT CONTENT DENSITY COMPACTION COMPACTION
% PCF % %
285)
Gifford Drive
Station 4 + 00 RETAKE
1 Fin. Sub. 11.4 1 14.5 95.4 95 +
-2% t0 +4%
Graham Drive
Of Optimum
286)
Station 12+50
2 Fin. Sub. 11.9 116.7 99.7
287)
Station 15+50
2 Fin. Sub. 12.7 112.7 96.3
288)
Station 18+50
2 Fin. Sub. 11.8 117.6 100.5
Allen M
289)
Station 0 + 50
2 Fin. Sub. 11.7 1 15.1 98.4
290)
Station 3+25
2 Fin. Sub. 12.2 113.5 97.0
291)
Hampton Court
Station 2 +00
2 Fin. Sub. 11.1 111.4 95.2
292)
Station 5 +00
2 Fin. Sub. 10.9 114.9 98.2
Allen H
293) Station 2 +00 2 Fin. Sub. 15.0 114.2 97.5
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
✓� r
(214) 351 -6419 Fax (214) 351 -5148
Hooper Engineering Laboratori
Construction Materials Testing
151?r
J L.L
REPORT OF CONCRETE TESTS JOB NO.: 92.1079
CLIENT: Jim Sowell Construction Co., Inc. DATE: 13 January 1993
PROJECT: Village at Cottonwood Creek Sec. IV, Coppell SUPPLIER: Mario Sinacola
LOCATION OF POUR SET 1: Cul de sac at north end of Fairview Court, center third
of southwest quadrant of cul de sac
LOCATION OF POUR SET 2:
SAMPLE DATA:
SET 1
SET 2
MIX NO.
6 Sks.
Truck No.
1
Cement
Ticket No.
Flyash
Time Batched
8:28am
Sand
Time Sampled
8:45am
in.
Concrete Temp. (ASTM c1064)
52 °F
1.0 in.
Air Content IASTM c231)
3.5%
Water
Unit Weight 1ASTM C 138
146.8 pcf
Admix #1
Admix #2
AEA
COMPRESSIVE STRENGTH TESTS IASTM 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
17 5.25
7
01/20/93
128,100
4530
18 5.25
7
01/20/93
124,400
4400
19 5.25
28
02/10/93
168,800
5970
20 5.25
28
02/10/93
17.1 ,900
6080
28 -Day Average 6030 3000
TECHNICIAN: MFM (7:30am- 10:00am)
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
Hoo LI M'
er En ineering Laborato p g
Construction Materials Testing
REPORT OF CONCRETE TESTS JOB NO.: 92.1079
CLIENT: Jim Sowell Construction Co., Inc. DATE: 13 January 1993
PROJECT: Village at Cottonwood Creek Sec. IV, Coppell SUPPLIER: Mario Sinacola
LOCATION OF POUR SET 1: Paving, Bricknell Drive @ Station 4 +00
LOCATION OF POUR SET 2: Paving, Bricknell Drive @ Station 4 +60
SAMPLE DATA:
SET 1
SET 2
MIX NO.
Truck No.
Cement
Ticket No.
Flyash
Time Batched
12:30pm
1:20pm
Sand
Time Sampled
12:35pm
1:30pm
in.
Concrete Temp. (ASTM C1064)
54 °F
54 °F
1.0 in.
Air Content (ASTM 0231)
5.2%
5.2%
Water
Unit Weight (ASTM 0138)
148.2
147.8
Admix #1
Admix #2
AEA
COMPRESSIVE STRENGTH TESTS (ASTM Cis)
(Standard 6 inch x 12 in cylinder)
Cylinder Slump
Age
Test
Total Load Compressive
Required
Number Inches
Days
Date
Pounds
Strength
28 -Day
(ASTM C143)
psi
Strength
21 1.50
7
01/20/93
142,800
5050
22 1.50
7
01/20/93
140,600
4970
23 1.50
28
02/10/93
194,700
6890
24 1.50
28
02/10/93
197,200
6980
28 -Day Average
6940
3000
25 1.50
7
01/20/93
133,800
4730
26 1.50
7
01/20/93
132,500
4690
27 1.50
28
02/10/93
177,800
6290
28 1.50
28
02/10/93
183,700
6500
28 -Day Average
6400
3000
TECHNICIAN: LS (12:00 Noon- 2:30pm)
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 Labora
Construction Materials Testinc
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 at Station 5 +68 on Buttonwood Court
LOCATION OF POUR SET 2:
92.1079
13 January 1993
Mario Sinacola
SAMPLE DATA:
SET 1
SET 2
MIX NO.
Truck No.
Cement
Ticket No.
Flyash
Time Batched
Sand
Time Sampled
3:50pm
in.
Concrete Temp. (ASTM C1064)
54 °F
1.0 in.
Air Content (ASTM 0231)
4.5%
Water
Unit Weight (ASTM C138)
149.1 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
29 1.50
7
01/20/93
125,700
4470
30 1.50
7
01/20/93
113,400
4010
31 1.50
28
02/10/93
161,300
5710
32 1.50
28
02/10/93
170,300
6020
28 -Day Average 5870
3000
TECHNICIAN: REM (2:30pm- 5:00pm)
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: 13 January 1993
PROJECT: Village at Cottonwood Creek Sec. IV, Coppell SUPPLIER: Mario Sinacola
LOCATION OF POUR SET 1: Cul de sac at north end of Fairview Court, center third
of southwest quadrant of cul de sac
LOCATION OF POUR SET 2:
SAMPLE DATA:
SET 1
SET 2
MIX NO. 6 Sks.
Truck No.
1
Cement
Ticket No.
Flyash
Time Batched
8:28am
Sand
Time Sampled
8:45am
in.
Concrete Temp. (ASTM c1064)
52 °F
1.0 in.
Air Content (ASTM c231)
3.5%
Water
Unit Weight (ASTM 0138)
146.8 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
17 5.25
7
01/20/93
128,100 4530
18 5.25
7
01/20/93
124,400 4400
19 5.25
28
02/10/93
20 5.25
28
02/10/93
28 -Day Average
3000
TECHNICIAN: MFM (7:30am- 10:00am)
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.: 92.1079
CLIENT: Jim Sowell Construction Co., Inc. DATE: 13 January 1993
PROJECT: Village at Cottonwood Creek Sec. IV, Coppell SUPPLIER: Mario Sinacola
LOCATION OF POUR SET 1: Paving, Bricknell Drive @ Station 4 +00
LOCATION OF POUR SET 2: Paving, Bricknell Drive @ Station 4 +60
w
SAMPLE DATA:
SET 1
SET 2
MIX NO.
Truck No.
5050
22
Cement
Ticket No.
01/20/93
140,600
Flyash
Time Batched
12:30pm
1 :20pm
Sand
Time Sampled
12:35pm
1:30pm
in.
Concrete Temp. (ASTM C1064)
54 °F
54 °F
1.0 in.
Air Content (ASTM 0231)
5.2%
5.2%
Water
Unit Weight (ASTM C138)
148.2
147.8
Admix #1
7
01/20/93
133,800
Admix #2
26
1.50
7
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
21
1.50
7
01/20/93
142,800
5050
22
1.50
7
01/20/93
140,600
4970
23
1.50
28
02/10/93
24
1.50
28
02/10/93
28 -Day Average
3000
25
1.50
7
01/20/93
133,800
4730
26
1.50
7
01/20/93
132,500
4690
27
1.50
28
02/10/93
28
1.50
28
02/10/93
28 -Day Average
3000
TECHNICIAN: LS (12:00 Noon- 2:30pm)
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: 13 January 1993
PROJECT: Village at Cottonwood Creek Sec. IV, Coppell SUPPLIER: Mario Sinacola
LOCATION OF POUR SET 1: Paving at Station 5 +68 on Buttonwood Court
LOCATION OF POUR SET 2:
SAMPLE DATA: SET 1 SET 2
MIX NO.
Truck No.
Cement
Ticket No.
Flyash
Time Batched
Sand
Time Sampled 3:50pm
in.
Concrete Temp. 1ASTM C1064) 54 °F
1.0 in.
Air Content (ASTM 0231) 4.5%
Water
Unit Weight (ASTM C138) 149.1 pcf
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
29 1.50 7 01/20/93
125,700 4470
30 1.50 7 01/20/93
113,400 4010
31 1.50 28 02/10/93
32 1.50 28 02/10/93
28 -Day Average
3000
TECHNICIAN: REM (2:30pm- 5:00pm)
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