ST9505-LR 950607Hooper Engineering Laboratories, inc.
Construction Materials Testing
REPORT OF CONCRETE TESTS JOB NO.:
CLIENT: Prentiss Properties DATE:
PROJECT: Executive Drive, Coppell, TX SUPPLIER:
LOCATION OF POUR SET 3: Sanitary sewer manhole, Station 8+80
LOCATION OF POUR SET 4: 5x3 box culvert junction, floor slab
95.1053
7 June 1995
SAMPLE DATA: SET 5 SET 6 MIX NO.
Truck No. Cement
Ticket No. Flyash
Time Batched Sand
Time Sampled in.
Concrete Temp. (ASTM C1064) 1.0 in.
Air Content (ASTM C231) Water
Unit Weight (ASTM C138) Admix # 1
Admix #2
AEA
COMPRESSIVE STRENGTH TESTS (ASTM C39}
(Standard 6 inch x 1 2 inch cylinder)
Cylinder Slump Age Test
Number Inches Days Date
(ASTM Cl 43)
Total Load Compressive Required
Pounds Stren.gth 28-Day
ps, Strength
3 28 07/05/95
4 28 07/05/95
5 7 06/14/95
6 7 06/14/95
7 28 07/05/95
8 28 07/05/95
28-Day Average
134,500 4760
128,800 4550
28-Day Average
4200
4200
NOTE: Cylinders and all information furnished by contractor.
TECHNICIAN:
DISTRIBUTION:
Contractor
(1) Prentiss Properties, Tom Navin
(1) North Texas Contracting
(1) City of Coppell Engineering
2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351-6419 Fax (214) 351-5148
ALPHA TESTING, [ ;.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
(214) 620-8911
REPG,-(T OF FIELD
COMPACTION TESTS
TESTEDFOR: W.O.C. INVESTMENTS, INC. DATE: 06/07/95
C/O FINLEY DEVELOPMENT
ADDISON, TEXAS
PROJECT:
WOODLANDS OF COPPELL
COPPELL, TEXAS
OUR REPORT NO. 95230--5
TEST DATA:
TEST I DATE [ ~LEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
MOISTURE DRY DENSITY MOISTURE DRY DENSI~ COMPACTION COMMENT*
NO.I /DEPTH ~ NUMBER % PCF % PCF
6 06/07 FG-8.0 I 15.9 110.9 14.9 108 97 1-A
7 06/07 FG-7.5 1 15.9 110.9 15.6 108 98 1-A
8 06/07 FG-7.0 1 15.9 110.9 16.2 108 97 i-A
9 06/07 FG-6.5 1 15.9 110.9 16.5 lOB 98 1-A
10 06/07 FG-6.0 1 15.9 110.9 15.3 109 98 1-A
11 06/07 FG-5.O 1 15.9 110.9 15.7 108 97 1-A
12 06/07 FG-4.5 1 15.9 110.9 16.1 108 98 1-A
TEST LOCATION:
6 DARTMOUTH LANE STA. 0+00 Q CENTER LINE
7 DARTMOUTH LANE STA. 0+10 Q CENTER LINE
8 DARTMOUTH LANE STA. 0+20 · CENTER LINE
9 DARTMOUTH LANE STA. 0+35 0 CENTER LINE
10 DARTMOUTH LANE STA. 0+15 8 CENTER LINE
11 DARTMOUTH LANE STA. 0+20 Q CENTER LINE
12 DARTMOUTH LANE STA. 0+20 8 CENTER LINE
1. FILL
2. NATURALSUBGRADE
3. LIME STABILIZED
4. CEMENTTREATED
A. TEST RESULTS COMPLY WITH SPECIFICATIONS
B. COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C. MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D. RETEST
Respectf