Riverview Estates-LR 970922ALPHA TF'"~'ING, INC.
2209 Wisconsin St.
Suite 100
Dallas, Texas 75229
(972) 620-8911
Client: Huffines & Partners C/O CON Engrg.,
Riverview Estates, Coppel I, TX
Project Name:
Our Report No.: 97224-67
T~N ~ CL~Y (CH)
Soil Classification:
7
Soil I.D. Number: Test
Maximum Dry Unit Weight: 93,
Optimum Moisture Content: 25.
Liquid Limit 6~ % Plastici
~ ~TI~:
REPORT OF MOIST~
RELATIONSHIP
ZER
/ ~ !~, /
I1~
Iii
Method:
4
3
¥ Index
Dallas
Date: 09/22/97
ASTMD-698
41
IRE DENSITY
OF SOIL
AIR VOIDS CURVES
FOR
:IFIC GRAVITIES OF
2.80
2.70
2.60
CG01083-20
pcf
%
5
1 o 15 20 25 30 35
MOISTURE CONTENT- %
ALPHA TESTINf'"NC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
(972) 620-8911
REPG, T OF FIELD
COMPACTION TESTS
TESTED FOR HUFFINES & PARTNERS DATE 09/22/97
C/O CCM ENGINEERING
PROJECT RIVERVIEW ESTATES OUR REPORT NO. 97224- 69
COPPELL, TEXAS
TEST DATA:
TEST DATE ~ SOIL ID OPTIMUM MAXIMUM LA8 IN PLACE IN PLACE PERCENT
MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. NUMBER % PCF % PCF COMPACTION
246 09/22 FG 4 25.3 93.4 27,5 90 97 1-A
247 09/22 FG 4 25.3 93.4 2 6.9 90 97 t-A
245 09/22 FG-0.5 4 25.3 93.4 27.1 90 97 1-A
249 09/22 FG-0.5 4 25.3 93.4 27.0 90 96 1-A
ZSO 09/22 FG 4 25.3 93.4 26.3 89 95 1-A
251 09/22 FG 4 25.3 93.4 25.5 93 99 1-A
252 09/22 FG 4 25.3 93.4 27.4 92 99 1-A
TEST LOCATION:
246 BLOCK A, PAD 24
247 BLOCK A, PAD 25
248 BLOCK A, PAD 26
249 BLOCK A, PAD 27
250 BLOCK A, PAD 27
!251 BLOCK A, PAD 28
252 BLOCK A, PAD 29
* A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS /~ J .[ .. _ ~. J 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~'"iNC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
(972) 620-8911
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR HUFFINES & PARTNERS DATE 09/22/97
C/O CCM ENGINEERING
PROJECT RI~RVIEW ESTATES OUR REPORT NO. 97224-69A
COPPELL, TEXAS
TEST DATA:
TEST DATE ~ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
NO.DEPTH -'"-.~ NUMBER % PCF % PCF
253 09/22 FG 4 25.3 93.4 27.1 92 99 1-A
254 09/22 FG-0.5 4 25.3 93.4 27.7 91 97 1-A
255 09/22 FG 4 25.3 93.4 27.9 91 98 1-A
256 09/22 FG-0.6 4 25.3 93.4 26.6 92 98 1-A
257 09/22 FG 4 25.3 93.4 27.1 90 97 1-A
258 09/22 FG-0.6 4 25.3 93.4 26.4 92 99 1-A
259 09/22 FG-0.5 4 25.3 93.4 25.3 93 100 1-A
TEST LOCATION:
253 BLOCK A, PAD 30
254 BLOCK B, PAD 3
255 BLOCK B, PAD 4
256 BLOCK B, PAD 5
257 BLOCK B, PAD 6
258 BLOCK B, PAD 9
259 BLOCK B, PAD 10
B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS ~'~tful~y S~l~l~tt~l~/
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('-"~NC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
(972) 620-8911
REPOHT OF FIELD
COMPACTION TESTS
TESTEDFOR HUFFINES & PARTNERS DATE 09/22/97
C/O CCM ENGINEERING
PROJECT RIVERVIEW ESTATES OUR REPORT NO. 97224-69B
COPPELL, TEXAS
TEST DATA:
TEST DATE ~ SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
MOISTURE DRY DENSn'~ MOISTURE DRY DENSITY COMMENT*
NO. NUMBER % PCF % PCF COMPACTION
260 09/22 FG 4 25.3 93.4 27.5 92 99 1-A
261 09/22 FG-0.6 4 25.3 93.4 26.6 90 97 1-A
262 09/22 FG-0.5 4 25.3 93.4 28.1 91 97 1-A
z63 09/22 FG-1.0 4 25.3 93,4 26.5 92 99 1-A
264 09/22 FG 4 25.3 93.4 25.9 92 98 1-A
265 09/22 FG-1.5 4 25,3 93.4 25.7 93 99 1-A
266 09/22 FG-0.5 4 25.3 93.4 25.4 93 99 1-A
TEST LOCATION:
260 BLOCK B, PAD 10
261 BLOCK B, PAD 11
262 BLOCK B, PAD 12
263 BLOCK B, PAD 13
264 BLOCK B, PAD 13
265 BLOCK B, PAD 14
266 BLOCK B, PAD 14 //
* A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICAT . B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
1. FILL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
CG01083-18
ALPHA TESTIN("'","C.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
(972) 620-8911
REPOHT OF FIELD
COMPACTION TESTS
TESTEDFOR HUFFINES & PARTNERS DATE 09/22/97
C/O CCM ENGINEERING
PROJECT RIVERVIEW ESTATES OUR REPORT NO. 97224-69C
COPPELL, TEXAS
TEST DATA:
TEST DATE ~ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT COMMENT*
MOISTURE DRY DENSITY MOISTURE DRY DENSI'~f COMPACTION
NO.DEPTH -"~ NUMBER % PCF % PCF
267 09/22 FG 4 25.3 93.4 25.9 90 96 1-A
268 09/22 FG-1.6 4 25.3 93.4 27.2 92 98 1-A
269 09/22 FG-0.5 4 25.3 93.4 26.1 92 99 1-A
270 09/22 FG-1.0 4 25.3 93.4 27.6 90 97 1-A
27[ 09/22 FG 4 25.3 93.4 26.8 92 98 1-A
272 09/22 FG-1.5 4 25.3 93.4 26.1 90 97 1-A
?~73 09/22 FG-O. 5 4 25.3 93.4 25.9 90 96 1-A
TEST LOCATION:
267 BLOCK B, PAD 14
268 BLOCK B, PAD 15
269 BLOCK B, PAD 15
270 BLOCK B, PAD 16
271 BLOCK B, PAD 16
272 BLOCK B, PAD 17
273 BLOCK B, PAD 17
_,~ _
* A, IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS j~' Pj~specffully//dbmitte~
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
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
REPOr T OF FIELD
COMPACTION TESTS
TESTED FOR HUFFINES & PARTNERS DATE 09/22/97
C/O CCM ENGINEERING
PROJECT RIVERVIEW ESTATES OUR REPORT NO. 97224-69D
COPPELL, TEXAS
TEST DATA:
TEST DATE ~ELEV. SOIL ID OPTIMUM MAXIMUM LAS IN PLACE IN PLACE PERCENT COMMENT*
MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION
NO.DEPTH -'"--~ NUMBER % PCF % PCF
274 09/22 FG-0.5 4 25.3 93.4 26.5 93 99 1-A
275 09/22 FG 4 25.3 93.4 27.9 91 98 1-A
276 09/22 FG 4 25.3 93.4 25.4 91 97 1-A
277 09/22 FG-0.5 4 25.3 93.4 28.3 90 97 1-A
278 09/22 FG-0.5 4 25.3 93.4 26.7 92 98 1-A
279 09/22 FG-1.0 4 25.3 93.4 26.1 93 99 1-A
28o 09/22 FG 4 25.3 93.4 26.0 92 98 1-A
TEST LOCATION:
274 BLOCK B, PAD 19
275 BLOCK B, PAD 19
276 BLOCK B, PAD 22
277 BLOCK B, PAD 23
278 BLOCK B, PAD 24
279 BLOCK B, PAD 25
280 BLOCK B, PAD 26
B, PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
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 09/22/97
C/O CCM ENGINEERING
PROJECT RIVERVIEW ESTATES OUR REPORTNO.
COPPELL, TEXAS
97224-69E
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
ZS1 09/22 FG-0.5 4 25.3 93.4 26.5 90 96 1-A
282 09/22 FG 4 25.3 93.4 25.9 92 99 1-A
283 09/22 FG 4 25.3 93.4 27.9 91 97 1-A
284 09/22 FG 4 25.3 93.4 28.3 92 98 1-A
285 09/22 FG-0.5 4 25.3 93.4 27.5 90 97 1-A
286 09/22 FG-1.0 4 25.3 93.4 26.9 92 98 1-A
287 09/22 FG-0.5 4 25.3 93.4 26.7 93 99 1-A
TEST LOCATION:
281 BLOCK C, PAD 1
282 BLOCK C, PAD 3
283 BLOCK C, PAD 5
284 BLOCK C, PAD 6
285 BLOCK C, PAD 7
286 BLOCK C, PAD 10
287 BLOCK C, PAD 10 .4 .; .-..
* A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPEC FICATIO~~
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('"'~NC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
(972) 620-8911
REPOHT OF FIELD
COMPACTION TESTS
TESTED FOR HUFFINES & PARTNERS DATE 09/22/97
C/O CCM ENGINEERING
PROJECT RIVERVlEW ESTATES OUR REPORT NO. 97224-69F
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
2Se 09/22 FG 4 25.3 93.4 27.2 91 97 1-A
289 09/22 FG 4 25.3 93.4 25.4 92 98 1-A
TEST LOCATION:
288 BLOCK C, PAD 10
289 BLOCK B, PAD 25
B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS ~i'~
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D. RETEST C.
1. FILL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
CG01083-18