St Andrews Est-LR040830ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR:
PROJECT:
REPORT OF FIELD
COMPACTION TESTS
ST. ANDREWS LAND COMPANY ,/J¢'~' DATE: 08/30/04
CARROLLTON, TEXAS j
ST. ANDREWS ESTATES ~' OUR REPORT NO.: 04219-22
COPPELL, TEXAS ~'
TEST DATA:
DATE
SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION
% PCF % PCF
COMMENT*
08/30/04 FG-3.5 3 24.0 95.5 24.2 94
08/30/04 FG-3.0 3 24.0 95.5 26.8 93
08~30~04 FG-2.5 3 24.0 95.5 27.0 92
08~30~04 FG-2.0 3 24.0 95.5 25.7 93
08/30/04 FG-1.5 3 24.0 95.5 26.0 93
08/30/04 FG-1.0 3 24.0 95.5 25.6 93
08/30/04 FG-0.5 3 24.0 95.5 25.1 93
TEST LOCATION: UTILITIES
I-A
I-A
1-A
I-A
I-A
1-A
180 SANITARY SEWER SERVICE TO BLOCK A, PAD 5
181 SANITARY SEWER SERVICE TO BLOCK A, PAD 5
182 SANITARY SEWER SERVICE TO BLOCK A, PAD 5
183 SANITARY SEWER SERVICE TO BLOCK A, PAD 5
184 SANITARY SEWER SERVICE TO BLOCK A, PAD 5
185 SANITARY SEWER SERVICE TO BLOCK A, PAD 5
186 SANITARY 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 J~spect~cff~l~l Sub tted
4 CEMENTTREATED D RETEST ROYVELEZ
Our test results and repods are for the exclusive use of the Client (and their designated recipients on file in our officeJ and shah not be reprodu~d and/or distributed ex~pt with express approvaF of
ALPHA The use of our name and test results must ¢e~ve our written approval Test resuJts and repo~s apply only to the samples tested and/or obse~ed and are not i~dl~t W8 of the qualities of
apparently identfcal or s~m~lar speomens
Geotechnical Enqineennq / Constrnction Materials Testinq / Environmental Enclineerinq / Consultinq
ALPHA TESTING, INC.
2209 Wisconsin St,, Sutte 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: 08~30~04
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-22A
TEST DATA:
TEST ~ ELEV SOIL ID OPTIMUM MAXIMUM LAS IN PLACE IN PLACE PERCENT
NO. DATEDEPTH~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
187 08~30~04 FG 3 24.0 95.5 24.9 94 98 I-A
188 08~30~04 FG-9.0 3 24.0 95.5 24.1 95 99 1 -A
189 08130/04 FG-8.5 3 24.0 95.5 25.1 94 98 I-A
190 08~30~04 FG-8.0 3 24.0 95.5 25.4 94 98 I-A
191 08/30/04 FG-7.5 3 24.0 955 24.7 94 98 1-A
192 08/30/04 FG-7.0 3 24.0 95.5 26.1 93 98 1-A
193 08/30/04 FG-6.5 3 24.0 95.5 26.9 92 97 I-A
TEST LOCATION: UTILITIES
187 SANITARY SEWER SERVICE TO BLOCK A, PAD 5
188 SANITARY SEWER SERVICE TO BLOCK A, PAD 6
189 SANITARY SEWER SERVICE TO BLOCK A, PAD 6
190 SANITARY SEWER SERVICE TO BLOCK A, PAD 6
191 SANITARY SEWER SERVICE TO BLOCK A, PAD 6
192 SANITARY SEWER SERVICE TO BLOCK A, PAD 6
193 SANITARY SEWER SERVICE TO BLOCK A, PAD 6
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 spec Ily ub tied
4 CEMENTTREATEO D RETEST
NC
Our test results and reports are for the exclusive use of the Client (and their designated recipients on file in our off,ce) and shall not be reproduced arid/or distributed except with express approval of
ALPHA The use of our name and test results must recerve oul written approval Test results and reports apply only to the samples tested and/or observed, and are not indmative of the qualilies of
apparently ~dentlcal or $~milar specimens
Geotechnical Engineenng / Construction Materials Testing / Environmental Engineering / Consulting
ALPHA TESTING, INC.
220~ 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: 08/30/04
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-22B
TEST DATA:
TEST ~ ELEV SOIL ID OPTIMUM MAXIMUM LAB IN PLACE iN PLACE PERCENT
NO, DATEDEPTH'"~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
194 08/30/04 FG-6.0 3 24.0 95.5 24.8 95 99 1-A
195 08/30/04 FG-5.5 3 24.0 95.5 26.6 92 97 1-A
196 08/30/04 FG-5.0 3 24.0 95.5 26.3 92 97 1-A
197 08/30/04 FG-4.5 3 24.0 95.5 24.7 94 98 1 -A
198 08/30/04 FG-4.0 3 24.0 95.5 25.4 94 98 1-A
199 08/30/04 FG-3.5 3 24.0 95.5 25.6 93 97 1-A
TEST LOCATION: UTILITIES
194 SANITARY SEWER SERVICE TO BLOCK A, PAD 5
195 SANITARY SEWER SERVICE TO BLOCK A, PAD 5
196 SANITARY SEWER SERVICE TO BLOCK A, PAD 5
197 SANITARY SEWER SERVICE TO BLOCK A, PAD 5
198 SANITARY SEWER SERVICE TO BLOCK A, PAD 5
199 SANITARY SEWER SERVICE TO BLOCK A, PAD 5
CC: HENNESSEY ENGINEERING; CITY OF COPPELL
I FILL * A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2 NATURALSUBGRADE B PERCENTCOMPACTIONDOESNOTCOMPLYWITHSPEClFICATIONS J~jspspec;tjull~Su~nll Su itted
3 LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS ~'OV F~
4 CEMENTTREATED D RETEST ROYVELEZ
ALPHA ,NC
Geotechn¢cal Encfineennq / Construction Materials Testinq / Environmental Enqineerinq / Consultinq