Villages of CC 4-LR 921104Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF IN -PLACE DENSITY TESTS
CLIENT: Jim Sowell Construction Co., Inc. DATE: 4 November 1992
PROJECT: Village at Cottonwood Creek, Sec. IV, Coppell JOB NO.: 92.1079
MATERIAL DESCRIPTION: 1) On -Site Fill - Reddish Brown Clayey Sand
ASTM D 698 STANDARD PROCTOR: 1) 1 18.0 pcf @ 12.0% Moisture
MOISTURE DRY PERCENT REQUIRED
LOCATION PROCTOR LIFT CONTENT DENSITY COMPACTION COMPACTION
% PCF % %
1
Alley L
163)
Station 1+50 1
164)
Station 4+00 1
165)
Station 4+25 1
166)
Station 6+00 1
118.6
Backfill Over Storm Sewer Line J
167)
approx. Station 2 + 50 1
168)
approx. Station 3 + 30 1
2'
Backfill Over Storm Sewer Line B
169)
approx. Station 0 + 60 1
170)
approx. Station 1 + 60 1
113.9
Backfill Over Storm Sewer Line A -1
171)
approx. Station 0 + 50 1
113.5
Backfill Over Storm Sewer Line F
172)
approx. Station 1 +40 1
1
14.4
117.6
99.7 95+
2
11.1
119.7
101.4 -2% to +4%
2
12.1
118.6
100.5 Of Optimum
1
15.4
113.6
96.3
2'
15.0
112.3
95.2
Fin. Sub.
13.3
113.9
96.5
2'
13.6
113.5
96.2
Fin. Sub.
15.0
116.5
98.7
3'
19.3+
109.0
92.4*
2'
11.1
116.2
98.5
*Test results indicate fill is not compacted to required density /moisture. Contractor notified.
TECHNICIAN: CDJ
DISTRIBUTION: (1) Jim Sowell Construction Co., Inc.
(1) The Nelson Corporation
(1) Conatser Construction Co. /a04t, 4
(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: 4 November 1992
PROJECT: Village at Cottonwood Creek Sec. IV, Coppell SUPPLIER: Redi -Mix
LOCATION OF POUR SET 1: Drain inlet walls, Hampton Court @ Station 1 + 10,
east and west side of street
LOCATION OF POUR SET 2:
SAMPLE DATA: SET 1
Truck No.
106
Ticket No.
92430
Time Batched
3:23pm
Time Sampled
4:15pm
Concrete Temp. (ASTM C1064)
66 °F
Air Content (ASTM C231)
3.1%
Unit Weight (ASTM C138)
(ASTM C143)
SET 2 MIX NO. 5 Sks.
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
Total Load
Compressive Required
Number
Inches
Days
Date
Pounds
Strength 28 -Day
(ASTM C143)
psi Strength
5
4.00
7
11/11/92
119,900
4240
6
4.00
7
11/11/92
116,400
4120
7
4.00
28
12/02/92
152,000
5380
8
4.00
28
12/02/92
149,800
5300
28 -Day Average 5340 3000
TECHNICIAN: LS (2:30pm- 5:00pm)
DISTRIBUTION: (1) Jim Sowell Construction Co., Inc.
(1) The Nelson Corporation
(1) Conatser Construction Co.
(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: 4 November 1992
PROJECT: Village at Cottonwood Creek Sec. IV, Coppell SUPPLIER: Redi -Mix
LOCATION OF POUR SET 1: Drain inlet walls, Hampton Court @ Station 1 + 10,
east and west side of street
LOCATION OF POUR SET 2:
SAMPLE DATA:
SET 1 SET 2
MIX NO. 5 Sks.
Truck No.
106
Cement
Ticket No.
92430
Flyash
Time Batched
3:23pm
Sand
Time Sampled
4:15pm
in.
Concrete Temp. (ASTM c1064)
66 °F
1.0 in.
Air Content (ASTM 0231)
3.1%
Water
Unit Weight (ASTM c139)
Admix #1
Admix #2
AEA
COMPRESSIVE STRENGTH TESTS (ASTM 0391 (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
5 4.00
7
11/11/92 119,900
6 4.00
7
11/11/92 116,400
7 4.00
28
12/02/92
8 4.00
28
12/02/92
28 -Day Average
TECHNICIAN: LS (2:30pm- 5:00pm)
DISTRIBUTION: (1) Jim Sowell Construction Co., Inc.
(1) The Nelson Corporation
(1) Conatser Construction Co.
(1) City of Coppell, Garreth Campbell
4240
4120
K11!
2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351 -6419 Fax (214) 351 -5148