St Andrews Est-LR040827ALPHA 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: 08/27/04
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-20
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
105 08/27104 FG-6.5 3 24.0 95.5 24.0 93 97 1-A
106 08/27/04 FG-6.0 3 24.0 95.5 24.2 92 97 1-A
107 08/27/04 FG-5.5 3 24.0 95.5 24.3 93 97 1-A
108 08/27/04 FG-5.0 3 24.0 95.5 25.6 92 96 1-A
109 08/27/04 FG-4.5 3 24.0 95.5 26.4 91 95 1-A
110 08/27/04 FG-4.0 3 24.0 95.5 262 93 97 1-A
111 08/27/04 FG-3.5 3 24.0 95.5 26.8 92 96 1-A
TEST LOCATION: UTILITIES
105 SANITARY SEWER SERVICE TO BLOCKA, PAD 2
106 SANITARY SEWER SERVICE TO BLOCK A, PAD 2
107 SANITARY SEWER SERVICE TO BLOCK A, PAD 2
108 SANITARY SEWER SERVICE TO BLOCK A, PAD 2
109 SANITARY SEWER SERVICE TO BLOCK A, PAD 2
110 SANITARY SEWER SERVICE TO BLOCK A, PAD 2 /,~
//
111 SANITARY SEWER SERVICE TO BLOCK A, PAD 2 / r
CC: HENNESSEY ENGINEERING; CITY OF COPPELL
1 FILL ' A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2 NATURAL SUBGRADE 8. 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 the exclusive use of the Client (and their designated recipienls on fiJe in our office) and shall not be reproduce,
ALPHA The use of our name and test results must receive our written approval Test resurts and reporis apply only to the samples tested end/or obsewed, al
apparently identical or similar specimens C,
Geotechnical Engineering
not indicative of the qualities of
Construction Materials Testing /?, Environmental Engineering fr~ Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Do#as, 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: 08/27/04
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-20A
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
112 08/27/04 FG-3.0 3 24,0 95.5 24.8 94 99 1-A
113 08/27/04 FG-2.5 3 24.0 95.5 26.6 93 97 1-A
114 08/27/04 FG-2.0 3 24.0 95.5 25.4 93 97 1-A
115 08/27/04 FG-I.5 3 24.0 95.5 24.3 94 98 1-A
116 08/27/04 FG-1.0 3 24.0 95.5 25.1 92 97 1-A
117 08/27/04 FG-0.5 3 24.0 95.5 25.1 94 98 1-A
118 08/27/04 FG 3 24.0 95.5 25.7 93 98 l-A
TEST LOCATION: UTILITIES
112 SANITARY SEWER SERVICE TO BLOCK A, PAD 2
113 SANITARY SEWER SERVICE TO BLOCK A, PAD 2
114 SANITARY SEWER SERVICE TO BLOCK A, PAD 2
115 SANITARY SEWER SERVICE TO BLOCK A, PAD 2
116 SANITARY SEWER SERVICE TO BLOCK A, PAD 2
117 SANITARY SEWER SERVICE TO BLOCK A, PAD 2 ~-
118 SANITARY SEWER SERVICE TO BLOCK A, PAD 2 /
CC:
1 FILL
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 repotls are fo- the exclusive use of the Client (and their designated recipients on file in our effice)
ALPHA The use of our name end ~est results must receive our written approval Test results and reports apply only
apparently identical o' similar specimens
Geotechnical Engineedng
HENNESSEY ENGINEERING; CITY OF COPPELL
· A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
vith express approval of
indicative of the qualities of
Construction Materials Testing /;~ Environmental Engineering [~ Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metre)
FAX: 972/406-8023
TESTED FOR:
ST. ANDREWS LAND COMPANY
CARROLLTON, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 08/27/04
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-20B
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
119 08/27/04 FG-9.0 3 24.0 95.5 25.6 93 97 1-A
120 08/27/04 FG-8.5 3 24.0 95,5 24.1 95 99 1-A
121 08127/04 FG-8.0 3 24.0 95.5 25.5 93 98 1-A
122 08/27/04 FG-7,5 3 24.0 95.5 25.5 94 98 1-A
123 08/27/04 FG-7.0 3 24.0 95.5 25.0 93 97 1-A
124 08/27/04 FG-6.5 3 24.0 95.5 24.2 96 100 1-A
125 08/27/04 FG-6.0 3 24.0 95.5 25.8 93 98 1-A
TEST LOCATION: UTILITIES
119 SANITARY SEWER LINE B AT STATION 1+50
120 SANITARY SEWER LINE B AT STATION 1+50
121 SANITARY SEWER LINE B AT STATION 1+50
122 SANITARY SEWER LINE B AT STATION 1+50
123 SANITARY SEWER LINE B AT STATION 1+50
124 SANITARY SEWER LINE B AT STATION 1+50
125 SANITARY SEWER LINE B AT STATION 1+50
CC: HENNESSEY ENGINEERING; CITY OF COPPELL
FILL
2 NATURAL SUBGRADE
3 LIME STABILIZED
4 CEMENT TREATED
' A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
B PERCENT COMPACTION DOES NOT COMPLY W~TH SPECIFICATIONS
C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D RETEST
CHAN
INC.
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: 08/27/04
PROJECT:
ST. ANDREWSESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-20C
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
126 08/27/04 FG-5.5 3 24.0 95.5 24.1 94 99 1-A
127 08/27/04 FG-5.0 3 24.0 95.5 24.8 94 98 1-A
128 08/27/04 FG-4.5 3 24.0 95.5 24.5 94 98 1-A
129 08/27/04 FG-4.0 3 24.0 95.5 25.3 94 98 1-A
130 08/27/04 FG-3.5 3 24.0 95.5 26.5 92 97 1-A
131 08/27/04 FG-3.0 3 24.0 95.5 25.8 92 97 1-A
132 08/27/04 FG-2.5 3 24.0 95.5 26.0 93 97 1-A
TEST LOCATION: UTILITIES
126 SANITARY SEWER LINE B AT STATION 1+50
127 SANITARY SEWER LINE B AT STATION 1+50
128 SANITARY SEWER LINE B AT STATION 1+50
129 SANITARY SEWER LINE B AT STATION 1+50
130 SANITARY SEWER LINE B AT STATION 1+50
131 SANITARY SEWER LINE B AT STATION 1+50
132 SANITARY SEWER LINE B AT STATION 1+50
CC: HENNESSEY ENGINEERING; CITY OF COPPELL
1 FILL
2 NATURAL SUBGRADE
3 LIME STABILIZED
4 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
INC
e not indicative of the qualities of
Geotechnical Engineering /~' Construction Materials Testing /,~ Environmental Engineering /)J Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-_P~_2.~
TESTED FOR:
ST. ANDREWS LAND COMPANY
CARROLLTON, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 08/27/04
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-20D
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN pLACE IN PLACE PERCENT
NO. DATEDE PTH~,,~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT"
% PCF % PCF
133 08/27/04 FG-2.0 3 24.0 95.5 25.2 94 98 1-A
134 08/27/04 FG-I.5 3 24.0 95.5 26.7 93 97 1-A
135 08/27/04 FG-I.0 3 24.0 95.5 24.8 94 99 1-A
136 08/27/04 FG-O.5 3 24.0 95.5 24.5 94 99 1-A
137 08/27/04 FG 3 24.0 95.5 25.3 93 97 1-A
TEST LOCATION: UTILITIES
133 SANITARY SEWER LINE A AT STATION 1+50
134 SANITARY SEWER LINE A AT STATION 1+50
135 SANITARY SEWER LINE AAT STATION 1+50
136 SANITARY SEWER LINE A AT STATION 1+50
137 SANITARY SEWER LINE A AT STATION 1+50
CC: HENNESSEY ENGINEERING; CITY OF COPPELL
1 FILL ' A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2 NATURALSUBGRAOE B PERCENTCOMPACTIONDOESNOTCOMPLYWITHSPECIFICATIONS
3 LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4 CEMENTTREATED O RETEST
Ou~ test results and reports are for the exclusive use of the Client (and their designated recipients on file in our office) and shall not be re
ALPHA Theuseofournameandtestresultsmustreceiveourwrittenapproval Testresultsendrepodsapplyonlytothesamplestestedand/orobseFve(
apparently identical or similar specimens
Geotechnical Engineering /~
STING, INC
not indicative of the qualities of
Construction Materials Testing /~? Environmental Engineering /¢~ Consulting