Riverview Estates-LR 970722ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
(972) 620-8911
DAILY FIELD REPORT
TESTED FOR
HUFFINES & PARTNERS
C/O CCM ENGINEERING
DATE
07/22/97
PROJECT
RIVERVIEW ESTATES
COPPELL, TEXA~
OUR REPORT NO.
97224-22
WEATHER: CLEAR
TEMPERATURE RANGE: 75
ALPHA Representative: J. B.
TO: 95
THE ALPHATECHNICIAN TRAVELED TO THE ABOVE REFERENCED PROJECT AS REQUESTED
TO MONITOR ON-GOING WORK AND PERFORM FIELD TESTING AS REQUESTED.
SUBGRADE FOR PADS 1 THROUGH 10, BLOCK C WAS OBSERVED TO VERIFY THAT AREA~
HAD BEEN PREPARED IN GENERAL ACCORDANCE WITH GEOTECHNICAL REC~NDATIONS.
A TOTAL OF 15 FIELD DENSITY TESTS WERE PERFORMED ON FILL AND NATURAL
SUBGRADE FOR PAD FILL ARF~. 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
Respectfu Submitted T T R
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
(972) 620-8911
REPORT OF FIELD
COMPACTION TESTS
TESTEDFOR HUFFINES & PARTNERS DATE 07/22/97
C/O CC/4 ENGINEERING
PROJECT RIVERVIEW ESTATES OUR REPORT NO.
COPPELL, TEXAS
97224-22A
TEST DATA:
TEST I DATE [' ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
H~ MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
NO. IDEPT NUMBER % PCF % PCF
t19 07/22 SG 3 22.2 93.8 23.5 90 96 2-A
12o 07/22 SG 3 22.2 93.8 24.9 89 95 2-A
121 07/22 SG 3 22.2 93.8 24.0 92 97 2-A
122 07/22 SG 3 22.2 93.8 23.0 92 98 2-A
123 07/22 SG 3 22.2 93.8 22.2 92 98 2-A
124 07/22 SG 3 22.2 93.8 24.8 89 95 2-A
125 07/22 SG 3 22.2 93.8 24.7 89 95 2-A
TEST LOCATION:
119 BLOCK C, PAD 1
120 BLOCK C, PAD 3
121 BLOCK C, PAD 5
122 BLOCK C, PAD 7
123 BLOCK C, PAD 9
124 BLOCK B, PAD 1
125 BLOCK B, PAD 3
1. FILL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
CG01083-18
A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH S~~ spectf /_ ~~
B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS Re Itted
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
(972) 620-8911
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR HUFFINES & PARTNERS DATE 07/22/97
C/O CCM ENGINEERING
PROJECT RIVERVIEW ESTATES OUR REPORT NO.
COPPELL, TEXAS
97224-22B
TEST DATA:
TEST DATE SOIL ID O~MUM MAXIMUM LAB IN PLACE IN PI. ACE PERCENT
MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. NUMBER % PCF % PCF COMPACTION
126 07/22 FG-2.0 2 20.5 99.5 20.5 96 9~ 1-A
127 07/22 FG-2.0 2 20.5 99.5 21.3 96 97 1-A
128 07/22 FG-3.0 2 20.5 99.5 21.4 96 97 1-A
129 07/22 FG-3.0 2 ' 20.5 99.5 21.4 94 96 1-A
130 07/22 FG-3.5 2 20.5 99.5 21.7 97 98 I-A
131 07/22 FG-2.5 2 20.5 99.5 22 .'0 95 96 1-A
132 07/22 FG-2.0 2 20.5 99.5 20.6 96 97 1-A
TEST LOCATION:
126 BLOCK A, PAD 16
127 BLOCK A, PAD 17
128 BLOCK A, PAD 18
129 BLOCK A, PAD 19
130 BLOCK A, PAD 20
131 BLOCK A, PAD 21
132 BLOCK A, PAD 22
1. FILL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
CG01083-18
* A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIF~
B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY wrrH SPECIFICATIONS
D. RETEST ·
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
(972) 620-8911
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR HUFFINES & PARTNERS DATE 07/22/97
C/O CCM ENGINEERING
PROJECT RIVERVIEW ESTATES OUR REPORT NO.
COPPELL, TEXAS
97224-22C
TEST DATA:
TEST DATE SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
NO. NUMBER % ~CF % PCF
133 07/22 Fa-0.5 2 20.5 99.5 21.7 97 97 1-A
TEST LOCATION:
133 BLOCK A, PAD 23
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
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS