St Andrews Est-LR040828ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR:
ST. ANDREWS LAND COMPANY
CARROLLTON, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 08~28~04
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-21
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM M~XlMUM LAB IN PLACE IN PLACE PERCENT
NO* DATEDEPTH"~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
138 08/28/04 FG-6,0 3 24.0 95.5 26.3 92 97 1-A
139 08/28/04 FG-5.5 3 24,0 95.5 25,8 92 97 1-A
140 08/28/04 FG-5.0 3 24.0 95.5 25.4 94 98 1-A
141 08/28/04 FG-4.5 3 24.0 95.5 26.3 93 97 1-A
142 08/28/04 FG-4.0 3 24.0 95.5 24.2 95 99 1-A
143 08/28/04 FG-35 3 24.0 95.5 26.6 92 96 1-A
144 08/28/04 FG-3.0 3 24.0 95.5 26.3 93 97 1-A
TEST LOCATION: UTILITIES
138 ;ANITARY SEWER SERVICE TO BLOCK A, PAD 3
139 SANITARY SEWER SERVICE TO BLOCK A, PAD 3
140 SANITARY SEWER SERVICE TO BLOCK A, PAD 3
141 SANITARY SEWER SERVICE TO BLOCK A, PAD 3
142 SANITARY SEWER SERVICE TO BLOCKA, PAD 3
143 SANITARY SEWER SERVICE TO BLOCK A, PAD 3 //
144 SANITARYSEWERSERVIOETOBLOCKA, PAD3.,.-
CC: HENNESSEY ENGINEERING; CITY OF COPPELL
FILL
NATURAL SUBGRADE
LIME STABILIZED
CEMENT TREATED
· 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
D RETEST
Our test results and reports are for the exclusive use of the Client (and thei¢ designated recipients on file in our office) and shall not be r~
ALPHA The use of ou¢ name and test results must receive our wdt~en approval Test resuFts and repods apply on¥ to the samples tested and/or observed
apparently identical or similar specimens
INC
e not indicative of the qualities of
Geotechnical Engineering //~ Construction Materials Testing /;' Environmental Engineering /~ Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas. Texas 7522~
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR:
ST. ANDREWS LAND COMPANY
CARROLLTON, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 08/28/04
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-21A
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPT~....% NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
145 08/28/04 FG-2.5 3 24.0 95.5 24.7 94 98 1-A
146 08/28/04 FG-2.0 3 24,0 95.5 24.1 94 99 1-A
147 08/28/04 FG-1.5 3 24.0 95.5 24.0 95 99 1-A
148 08/28/04 FG-1,0 3 24.0 95.5 24.3 94 99 1-A
149 08/28/04 FG-0.5 3 24.0 95.5 25.0 93 98 1-A
150 08/28/04 FG 3 24.0 95.5 27.6 91 95 1-A
151 08/28/04 FG-8.5 3 24.0 95.5 24.7 93 98 1-A
TEST LOCATION: UTILITIES
145 SANITARY SEWER SERVICE TO BLOCK A, PAD 3
146 SANITARY SEWER SERVICE TO BLOCK A, PAD 3
147 SANITARY SEWER SERVICE TO BLOCK A, PAD 3
148 SANITARY SEWER SERVICE TO BLOCK A, PAD 3
149 SANITARY SEWER SERVICE TO BLOCK A, PAD 3
150 SANITARY SEWER SERVICE TO BLOCK A, PAD 3
151 SAN TARY SEWER SERVICE TO BLOCK A, PAD 4
CC: HENNESSEY ENGINEERING; CITY OF COPPELL
1 FILL
2 NATURAL SUBGRADE
3 LIME STABILIZED
4 CEMENT TREATEO
· A IN PLACE PERCENTMOISTU
B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D RETEST
N CHAN
FESTING, INC
except with express approval
Geotechnical Engineering I;' Construction Materials Testing t; Environmental Engineering /? Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR:
ST. ANDREWS LAND COMPANY
CARROLLTON, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 08~28~04
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-21B
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. CATEDEPT~,...~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
152 08/28/04 FG-8.0 3 24.0 95.5 25.5 94 98 1-A
153 08/28~04 FG-7.5 3 24.0 95.5 25.9 94 98 1-A
154 08/28/04 FG-7.0 3 24.0 95.5 25.4 93 98 1-A
155 08/28/04 FG-65 3 24.0 95.5 26.8 92 97 1-A
156 08/28/04 FG-6.0 3 24.0 95.5 26.7 92 97 1-A
157 08/28/04 FG-5.5 3 24.0 95.5 24.3 94 98 1-A
158 08/28/04 FG-5.0 3 24.0 95.5 27.1 92 97 1-A
TEST LOCATION: UTILITIES
152 SANITARY SEWER SERVICE TO BLOCK A, PAD 4
153 SANITARY SEWER SERVICE TO BLOCK A, PAD 4
154 SANITARY SEWER SERVICE TO BLOCK A, PAD 4
155 SANITARY SEWER SERVICE TO BLOCK A, PAD 4
156 SANITARY SEWER SERVICE TO BLOCK A, PAD 4
157 SANITARY SEWER SERVICE TO BLOCK A, PAD 4
158 SAN TARY SEWER SERVICE TO BLOCK A, PAD 4
CC: HENNESSEY ENGINEERING; CITY OF COPPELL
FILL
2 NATURAL SUBGRADE
3 LIME STABILIZED
4 CEMENT TREATED
* A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION C
B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D RETEST
~ith express approval of
not indic, alive of the qualities of
Geotechnical Engineering /,' Construction Materials Testing /;' Environmental Engineering /7~ Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR:
ST. ANDREWS LAND COMPANY
CARROLLTON, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 08/28/04
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-21C
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB ~N PLACE IN PLACE PERCENT
NO. DATEDEPTH"'~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
159 08/28/04 FG-4.5 3 24.0 95.5 25.0 93 98 1-A
160 08/28/04 FG-4.0 3 24.0 95.5 25.1 94 98 1-A
161 08/28/04 FG-3.5 3 24.0 95.5 27.4 92 96 1-A
162 08/28/04 FG-3.0 3 24.0 95.5 24.5 94 98 1-A
163 08/28/04 FG~2.5 3 24.0 95.5 25.3 93 98 1-A
164 08/28/04 FG-2.0 3 24.0 95.5 27.4 92 96 I-A
165 08/28/04 FG-1.5 3 24.0 95.5 24.0 95 99 I-A
TEST LOCATION: UTILITIES
159 SANITARY SEWER SERVICE TO BLOCKA
160 SANITARY SEWER SERVICE TO BLOCK A
161 SANITARY SEWER SERVICE TO BLOCK A
162 SANITARY SEWER SERVICE TO BLOCK A
163 SANITARY SEWER SERVICE TO BLOCK A
164 SANITARY SEWER SERVICE TO BLOCK A
165 SAN TARY SEWER SERVICE TO BLOCK A
PAD 4
PAD 4
PAD 4
PAD 4
PAD 4
PAD 4
PAD 4
CC: HENNESSEY ENGINEERING; CITY OF COPPELL
1 FILL ' A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATION,<
2 NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3 LiME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4 CEMENT TREATED D RETEST
Our test results and reports are for ~he exclusive use of the Cllen[ (and their designated recipients on file in our office) and sha~l not be re
ALPHA The use of our name and test results must receive our written approvaJ Test results and r(
apparently identical or s*milar spec)mens
Geotechnical Engineering /,~" Construction Materials Testing /~ Environmental Engineedng [~ Consulting
CHAN
STING, INC
with express approval of
not indicative of the quaJities of
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
DOIIOS, Texas 7522~
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR:
ST. ANDREWS LAND COMPANY
CARROLLTON, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 08/28/04
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-21D
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO, DATE;)EPTH~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMEN'P'
% PCF % PCF
166 08/28~04 FG-I.0 3 24.0 95.5 24.4 95 99 1-A
167 08/28/04 FG-0.5 3 24.0 95.5 26.4 93 97 1-A
168 08/28/04 FG 3 24.0 95.5 25.7 92 97 1-A
169 08~28~04 FG-9.0 3 24.0 95.5 25.9 93 97 1-A
170 08/28/04 FG-8.5 3 24.0 95.5 26.8 92 96 1-A
171 08/28/04 FG-8.0 3 24.0 95.5 26.9 92 96 1-A
172 08/28/04 FG-7.5 3 240 95.5 26.3 93 97 1-A
TEST LOCATION: UTILITIES
166 SANITARY SEWER SERVICE TO BLOCK A, PAD 4
167 SANITARY SEWER SERVICE TO BLOCK A, PAD 4
168 SANITARY SEWER SERVICE TO BLOCK A, PAD 4
169 SANITARY SEWER SERVICE TO BLOCK A, PAD 5
170 SANITARY SEWER SERVICE TO BLOCK A, PAD 5
171 SANITARY SEWER SERVICE TO BLOCK A, PAD 5
172 SAN TARY SEWER SERVICE TO BLOCK A, PAD 5
CC: HENNESSEY ENGINEERING; CITY OF COPPELL
1 FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2 NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3 LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4 CEMENTTREATED D. RETEST
Our test results end reports are for the exclusive use of ~he Clie~lt (and their designated rec[pien[s on file ~n our office) and shall not be rE
ALPHA Theuseofeurnameandtestresultsmus~recelveourwrittenapproval Testresultser~drepertsapplyonly[othesamplestestedand/orobserved
apparently idenhca~ er similar spectmens
Geotechnical Engineering fh Construction Materials Testing /,~ Environmental Engineedng /~ Consulting
INC
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR:
ST. ANDREWS LAND COMPANY
CARROLLTON, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 08/28/04
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-21E
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPT~,,~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
173 08/28/04 FG-7.0 3 24.0 95.5 26.2 93 97 1-A
174 08/28/04 FG-6.5 3 24.0 95.5 26.9 92 97 1-A
175 08/28/04 FG-6.0 3 24.0 95.5 26.3 92 96 1-A
176 08/28/04 FG-5.5 3 24.0 95.5 26.0 93 98 1-A
177 08/28/04 FG-5.0 3 24.0 95.5 26.9 93 97 1-A
178 08/28~04 FG-4.5 3 24.0 95.5 25.4 93 98 1-A
179 08/28/04 FG-4.0 3 24.0 95.5 24.9 94 98 1-A
TEST LOCATION: UTILITIES
173 SANITARY SEWER SERVICE TO BLOCKA, PAD 5
174 SANITARY SEWER SERVICE TO BLOCK A, PAD 5
175 SANITARY SEWER SERVICE TO BLOCK A, PAD 5
176 SANITARY SEWER SERVICE TO BLOCK A, PAD 5
177 SANITARY SEWER SERVICE TO BLOCK A, PAD5
178 SANITARYSEWERSERVICETOBLOCKA, PAD5 /~
179 SANITARY SEWER SERVICE TO BLOCK A, PAD 5
1 FILL *A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATION~
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3 LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4 CEMENTTREATED D RETEST
Our test results and repods are for the exclusive use of the C~Lent {and their designated recipients on file in our office) and shall nol be r(
ALPHA The use of our name and test results must receive our w~'itten approval Test results and repo~$ apply only to the samples te
Geotechnical Engineedng // Construction Matedals Testing /; Environmental Engineering /2? Consulting
INC