Riverview Estates-LR 970918ALPHA TESTING, ..,C.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
(972) 620-8911
DAILY FIELD REPORT
TESTED FOR
HUFFINES & PARTNERS
C/O CCM ENGINEERING
DATE 09/18/97
PROJECT
RIVERVIEW ESTATES
COPPELL, TEXAS
OUR REPORT NO.
97224-68
WEATHER: CLF~
TEMPERATURE RANGE: 7 5
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.
WHILE ON SITE THE TECHNICIAN OBTAINED 1 SOIL SAMPLE FOR LABORATORY PROCTOR
ANALYSIS. THE SAMPLE WAS OBTAINED FROM THE FOLLOWING LOCATION:
STOCKPILE OF IMPORTED FILL MATERIAL
A TOTAL OF 30 FIELD DENSITY TESTS WERE PERFORMED ON FILL FOR PAD ARE3%.
SEE ATTACHED REPORT FOR RESULTS OF FIELD COMPACTION TESTING.
LABORATORY TEST RESULTS FOR ALL'RELATED ITEMS REFERENCED ABOVE WILL FOLLOW
ON A SEPARATE REPORT.
DAVE 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 TESTINF"~N~:.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
(972) 620-8911
REPG,-IT OF FIELD
COMPACTION TESTS
TESTEDFOR HUFFINES & PARTNERS DATE 09/18/97
C/O CCM ENGINEERING
PROJECT RIVERVIEW ESTATES OUR REPORT NO. 97224-68A
CO??ELL, TEXAS
TEST DATA:
TEST DATE ~.ELEV. SOIL ID OPTIMUM blAXlMUM LAB IN PLACE IN PLACE PERCENT
MOISTURE DRY DENSITY IvlOISTURE DRY DENSITY COMPACTION COMMENT*
NO.DEPTH ~-..~ NUMBER % PCF % PCF
216 09/18 FG 4 25.3 93.4 28.2 89 95 1-A
217 09/18 FG 4 25.3 93.4 26.9 91 98 1-A
218 09/18 FG-0.5 4 25.3 93.4 25.4 92 99 1-A
219 09/18 FG-0.5 4 25.3 93.4 27.9 90 97 1-A
22O 09/18 FG 4 25.3 93.4 26.2 91 98 1-A
221 09/18 FG 4 25.3 93.4 26.1 91 97 1-A
222 09/18 FG-1.0 4 25.3 93.4 27.1 90 96 1-A
TEST LOCATION:
216 BLOCK A, PAD 1
217 BLOCK A, PAD 3
218 BLOCK A, PAD 4
219 BLOCK A, PAD 5
220 BLOCK A, PAD 6
221 BLOCK A, PAD 8
222 BLOCK A, PAD 9
B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS //es~tfdlly.,~mi~.
D.C' PERCENT IN PLACERETEST MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS ~~~C .
1. FILL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
CG01083-18
ALPHA TESTIN~-~NC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
(972) 620-8911
REPO,-iT OF FIELD
COMPACTION TESTS
TESTED FOR HUFFINES & PARTNERS DATE 09/18/97
C/O CCM ENGINEERING
PROJECT RIVEP, VIEW ESTATES OUR REPORT NO. 9722 4- 68B
COPPELL, TEXAS
TEST DATA:
TEST DATE ~ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT COMMENT*
MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION
NO.DEPTH "~...., NUMBER % PCF % PCF
223 09/18 FG 4 25.3 93.4 25.5 93 99 1-A
.~24 09/18 FG-1.0 4 25.3 93.4 25.9 92 98 1-A
225 09/18 FG 4 25.3 93.4 26.6 91 97 1-A
226 09/18 FG-2.0 4 25.3 93.4 26.2 92 99 1-A
227 09/18 FG-1.0 4 25.3 93.4 26.6 90 97 1-A
228 09/18 FG 4 25.3 93.4 25.9 91 98 1-A
229 09/18 FG-2.0 4 25.3 93.4 26.4 91 97 1-A
TEST LOCATION:
223 BLOCK A, PAD 9
224 BLOCK A, PAD 10
225 BLOCK A, PAD 10
~.26 BLOCK A, PAD 11
227 BLOCK A, PAD 1t
228 BLOCK A, PAD 11
229 BLOCK A, PAD 12
* A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIO/'~///J~ ~NS//,~r ~//~_.~.,,...~..___~ B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D. RETEST
1. FILL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
CG01083-18
ALPHA TESTIN('"~IC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
(972) 620-8911
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR HUFFINES & PARTNERS DATE 09/18/97
C/O CCM ENGINEERING
PROJECT RIVERVIEW ESTATES OUR REPORT NO. 97224- 68C
COPPELL, TEXAS
TEST DATA:
TEST DATE ~ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT COMMENT*
MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION
NO.DEPTH ~"-,,,~ NUMBER % PCF % PCF
230 09/18 FG-1.0 4 25.3 93.4 27.5 89 96 1-A
!231 09/18 FG 4 25.3 93.4 27.6 93 99 1-A
232 09/18 FG-t. 5 4 25.3 93.4 25.7 91 97 1-A
1233 09/18 FG 4 25.3 93.4 26.8 90 97 1-A
234 09/18 FG-0.5 4 25.3 93.4 26.2' 90 97 1-A
235 09/18 FG-1.0 4 25.3 93.4 26.5 91 97 1-A
236 09/18 FG 4 25.3 93.4 27.2 90 96 1-A
TEST LOCATION:
230 BLOCK A, PAD 12
231 BLOCK A, PAD 12
232 BLOCK A, PAD 13
233 BLOCK A, PAD 13
234 BLOCK A, PAD 14
235 BLOCK A, PAD 15
236 BLOCK A, PAD 15 ,4 ~
* A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATION~ ~_ /.... /
B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D. RETEST
1. FILL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
CG01083-18
ALPHA TESTINf'"NC.
2209 wisconsin St., Suite 10o
Dallas, Texas 75229
(972) 620-8911
REPO,'iT OF FIELD
COMPACTION TESTS
TESTED FOR HUFFINES & PARTNERS DATE 09/18/97
C/O CCM ENGINEERING
PROJECT RIVERVIEW ESTATES OUR REPORT NO. 97224- 68D
COPPELL, TEXAS
TEST DATA:
TEST DATE ~ SOIL ID OPTIMUM MAXIMUM LAS IN PLACE IN PLACE PERCENT COMMENT*
MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION
NO. NUMBER % PCF % PCF
237 09/18 FG 4 25.3 93.4 25.9 91 98 1-A
238 09/18 FG 4 25.3 93.4 26.2 92 99 1-A
239 09/18 FG-1.0 4 25.3 93.4 25.8 91 97 1-A
240 09/18 FG 4 25.3 93.4 25.4 92 99 1-A
241 09/18 FG-1.0 4 25.3 93.4 26.1 91 97 1-A
242 09/18 FG 4 25.3 93.4 26.1 91 98 1-A
243 09/18 FG-0.5 4 25.3 93.4 26.2 91 97 1-A
TEST LOCATION:
237 BLOCK A, PAD 16
238 BLOCK A, PAD 17
239 BLOCK A, PAD 18
240 BLOCK A, PAD 18
241 BLOCK A, PAD 19
242 BLOCK A, PAD 19
243 BLOCK A, PAD 20
1. FILL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
CG01083-18
ALPHA TESTINC. NC.
2209 wisconsin st., Suite 100
Dallas, Texas 75229
(972) 620-8911
REPOHT OF FIELD
COMPACTION TESTS
TESTEDFOR HUFFINES & PA/{TNERS DATE 09/18/97
C/O CCH ENGINEERING
PROJECT
RIVERVIEW ESTATES
COPPELL, TEXAS
OUR REPORT NO.
97224-68E
TEST DATA:
TEST DATE ~ SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT COMMENT*
MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION
NO. NUMBER % PCF % PCF
244 09/18 FG-0.5 4 25 · 3 93.4 26.1 92 99 1-A
245 09/18 FG 4 25.3 93.4 27. '3 90 97 1-A
TEST LOCATION:
244 BLOCK A, PAD 21
245 BLOCK A, PAD 22 ~
1. FILL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
CG01083-18