Riverview Estates-LR 970715ALPHA TESTING, INC.
2209 wisconsin St., Suite 100
Dallas, Texas 75229
(972) 620-8911
DAILY FIELD REPORT
TESTED FOR
HUFFINES & PARTNERS
C/O CCM ENGINEERING
DAT~
07/15/97
PROJECT
RIVERVIEW ESTATES
COPPELL, TEXAS
OUR REPORT NO.
97224-19
WEATHER: CLOUDY
TEMPERATURE RANGE'"] 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 1 THROUGH 24, BLOCK A AND PADS 6 THROUGH 13, BLOCK B WAS
OBSERVED TO VERIFY THAT AREA~ HAD BEEN PREPARED IN GENERAL ACCORDANCE WITH
GEOTECHNICAL RECOMMENDATIONS.
A TOTAL OF 19 FIELD DENSITY TESTS WERE PERFORMED ON FILL AND NATURAL
SUBGRADE FOR VARIOUS AREAS. 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
TESTED FOR HUFFINES & PARTNERS DATE 07/15/97
C/O CCH ENGINEERING
PROJECT RIVERVIEW ESTATES OUR REPORT NO. 97224-19A
COPPELL, TEY~AS
TEST DATA:
TEST DATE ~ SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE
MOISTURE DRY DENSITY MOISTURE DRY DENSITY PERCENT
COMPACTION COMMENT*
NO. NUMBER % PCF % PCF
78 07/15 SG 3 22.2 93.8 22.4 93 99 2-A
79 07/15 SG+0.5 2 20.5 99.5 22.1 96 97 1-A
8O 07/15 SG+t. 0 2 20.5 99.5 22.2 97 97 1-A
81 07/15 SG+i.5 2 20,5 99.5 22..2 96 96 1-A
82 07/15 SG+2.0 2 20.5 99.5 23.5 95 95 1-A
83 07/15 SG 3 22.2 93.8 22.2 89 95 2-A
84 07/15 SG 3 22.2 93.8 22.5 89 95 2-A
TEST LOCATION:
78 RI%rERVIEW DRIVE AT STATION #2+50
79 RIVERVIEW DRIVE AT STATION %2+50
8o RIVERVIEW DRIVE AT STATION #2+50
81 RIVERVIEW DRIVE AT STATION #2+50
82 RIVERVIEW DRIVE AT STATION #2+50
83 BLOCK A, PAD 1
84 BLOCK A, PA/) 3
1. FILL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
CG01083-18
' A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICS...' . ~
B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
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
TESTEDFOR HUFFINES & PARTNERS DATE 07/15/97
C/O CCM ENGINEERING
PROJECT I~IVERVIEW ESTATES OUR REPORT NO.
COPPELL, TEXAS
97224-19B
TEST DATA:
TEST DATE ~1 SOIL ID OPTIMUM MAXIMUM LAS IN PLACE I. PLACE
MOISTURE DRY DENSITY MOISTURE DRY DENSITY PERCENT
NO. NUMBER % PCF % PCF COMPACTION COMMENT*
85 07/15 SG 3 22.2 93.8 23.6 90 96 2-A
86 07/15 SG 3 22.2 93.8 24.2 90 96 2-A
87 07/15 SG 3 22.2 93.8 24.9 89 95 2-A
88 07/15 SG 3 22.2 93.8 23.2 90 96 2-A
89 07/15 SG 3 22.2 93.8 23.7 90 96 2-A
90 07/15 SG 3 22.2 93.8 22.5 91 97 2-A
91 07/15 SG 3 22.2 93.8 23.0 91 97 2-A
TEST LOCATION:
85 BLOCK A, PAD 5
86 BLOCK A, PAD 7
87 BLOCK A, PAD 9
88 BLOCK A, PAD tl
89 BLOCK A, PAD 13
90 BLOCK A, PAD 15
91 BLOCK A, PAD 17
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
ALPHA TESTING, 'INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
(972) 620-8911
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR HUFFINES & PARTNERS DATE 07/15/97
C/O CCM ENGINEERING
PROJECT RIVERVIEW ESTATES OUR REPORT NO.
COPPELL, TEXAS
97224-19C
TEST DATA:
TEST DATE ~ SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE
MOISTURE DRY DENSITY MOISTURE DRY DENSITY PERCENT
NO. NUMBER % PCF % PCF COMPACTION COMMENT*
92 07/15 SG 3 22.2 93.8 22.7 91 97 2-A
93 07/15 SG 3 22.2 93.8 23.6 90 96 2-A
94 07/15 SG 3 22.2 93.8 25.1 90 96 2-A
95 07/15 SG 3 22.2 93.8 22.9 92 98 2-A
96 07/15 SG 3 22.2 93.8 22.5 93 99 2-A
TEST LOCATION:
92 BLOCK A, PAD 19
93 BLOCK A, PAD 21
94 BLOCK A, PAD 23
95 BLOCK B, PAD 7
96 BLOCK B, PAD 9
1. FILL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
CG01083-18
A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPEClFICATIONS~~
B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS