Riverview Estates-LR 970717ALPHA TESTING, INC.
2209 Wisconsin St,, Suite 1 oo
Dallas, Texas 75229
(972) 620-8911
DAILY FIELD REPORT
TESTED FOR
HUFFINES & PA/~TNERS
C/O CCM ENGINEERING
DATE
07/17/97
PROJECT
RIVERVIEW ESTATES
COPPELL, TEXAS
OUR REPORT NO.
97224-21
WEATHER: CLEAR
TEMPERATURE RANGE: 7 5
ALPHA Representative: J. B.
TO:
95
THE ALPHA TECHNICIAN TRAVELED TO THE ABOVE REFERENCED PROJECT AS REQUESTED
TO MONITOR ON-GOING WORK AND PERFORM FIELD TESTING AS REQUESTED.
SUBGRADE FOR PADS 25 THROUGH 30, BLOCK A; AND PADS 1 THROUGH 5, BLOCK B;
AND PADS 22 THROUGH 26, BLOCK B WAS OBSERVED TO VERIFY THAT ARE~ HAD BEEN
PREP~/{ED IN GENERAL ACCORDANCE WITH GEOTECHNICAL RECOMMENDATIONS.
A TOTAL OF 8 FIELD DENSITY TESTS WERE PERFORMED ON FILL AND NATUP, AL
SUBGRADE FOR VARIOUS A/~. SEE ATTACHED REPORT FOR RESULTS OF FIELD
COMPACTION TESTING.
THE SINACOLA REPRESENTATIVE WAS INFORMED OF ALL OBSERVATIONS AND FIELD
TEST RESULTS.
AT THE COMPLETION OF THE SCHEDULED TESTING THE TECHNICIAN RETURNED TO THE
DALLAS OFFICE.
CG01083-29
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
(972) 620-8911
REPORT OF FIELD
COMPACTION TESTS
TESTEDFOR HUFFINES & PARTNERS DATE 07/17/97
C/O CCM ENGINEERING
PROJECT RIVERVIEW ESTATES OUR REPORT NO.
COPPELL, TEXAS
97224-21A
TEST DATA:
TEST DATE SOIL ID Om]MUM MAXIMUM LAS IN PLACE IN PLACE PERCENT
MOISTURE DRY DENSITY MOISTURE DRY O~NSrn, COMMENT*
NO. NUMBER % PCF % PCF CO~aPACnON
111 07/17 SG+2.5 2 20.5 99.5 22.0 95 95 1-A
112 07/17 SG+3.0 2 20.5 99.5 22.7 98 98 1-A
113 07/17 SG 3 22.2 93.8 23.2 93 99 2-A
114 07/17 SG 3 22.2 93.8 25.2 91 97 2-A
115 07/17 SG 3 22.2 93.8 24.9 91 97 2-A
116 07/17 SG 3 22.2 93.8 24.8 89 95 2-A
117 07/17 SG 3 22.2 93.8 23.4 92 99 2-A
TEST LOCATION:
111 RIVERVIEW DRIVE AT STATION #2+50
112 RIVERVIEW DRIVE AT STATION #2+50
113 BLOCK A, PAD 25
114 BLOCK A, PAD 27
115 BLOCK A, PAD 29
116 BLOCK B, PAD 23
117 BLOCK B, PAD 25
1. FILL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
CG01083-18
A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECI~
B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D. RETEST ·
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
(972) 620-8911
REPORT OF FIELD
COMPACTION TESTS
TESTEDFOR HUFFINES & PARTNERS DATE 07/17/97
C/O CCM ENGINEERING
PROJECT RIVERVlEW ESTATES OUR REPORT NO.
COPPELL, TEXAS
97224-21B
TEST DATA:
TEST DATE /~I~'D~1 SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. NUMBER % PCF % PCF COMPACTION
118 07/1'7 SG 3 22.2 93.8 23.9 92 98 2-A
TEST LOCATION:
118 BLOCK B, PAD 5
1. FILL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
CG01083-18
A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS / Respectfully Sub~t~.~.
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS /r
D. RETEST ~ ~'