St Andrews Est-LR040817ALPHA 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: 08/17/04
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-17
TEST DATA:
TEST ~ ELEV SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE~EPTH'~,,h NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY C¢ ~PACTION COMMENT*
71 08/17/04 FO-7.0 3 24.0 95.5 26.6 92 96 1-A
72 08/17/04 FO-6.5 3 24.0 95.5 25,6 92 97 1-A
73 08/17/04 FG~.0 3 24.0 95.5 25.4 92 97 1-A
74 08/17/04 FO-5.5 3 24.0 95.5 26.1 93 97 1-A
75 08/17/04 FG-5.0 3 24.0 95.5 24.5 94 98 1-A
76 08/17/04 FO-4.5 3 24.0 95.5 27.4 92 96 1-A
77 08/17/04 FO-4.0 3 24.0 95.5 24.5 93 98 I~A
TE~;T LOCATION: UTI! ITIFR
71 SANITARY SEWER LINE A AT STATION 1+30
72 SANITARY SEWER LINE A AT STATION 1+30
73 SANITARY SEWER LINE A AT STATION 1+30
74 SANITARY SEWER LINE A AT STATION 1+30
75 SANITARY SEWER LINE A AT STATION 1+30
76 SANITARY SEWER LINE A AT STATION 1+30
77 SANITARY SEWER LINE A AT STATION 1+30
CC: HENNESSEY ENGINEERING; CITY OF COPPELL / // /
/
1. FILL ' A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIO~IS /
STURE DOES NOT COMPLY WITH SPECIFICATIONS
4 CEMENT TREATED D RETEST ~HAN
k TESTING, INC.
Geotechnical Engineering ~ Construction Materials Testing ~ Environmental Engineering /h Consulting
ALPHA TESTINg, INC.
2209 Wisconsin St., Suite I00
DQIIOS, Texa~ 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: 08/17/04
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-17A
TEST DATA:
TEST ~ELEV SOIL ID OPTIMUM MAXIMUM LA~ IN PLACE IN PLACE PERCENT
NO. DATEDEPTH~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
78 08/17/04 FG-3.5 3 24.0 95.5 26.0 92 ~96 1-A
79 08/17/04 FG-3.0 3 24.0 95.5 26.0 92I 9 6 1-A
80 08/17/04 FG-2.5 3 24.0 95.5 26.1 92 96 1-A
81 08/17/04 FG-2.0 3 24.0 95.5 26.3 92 96 I-A
82 08/17/04 FG-I.5 3 24.0 95.5 24.6 92 97 1-A
83 08/17/04 FG-I.0 3 24.0 95.5 25.9 92 97 1-A
84 08/17/04 FG-0.5 3 24.0 95.5 24.6 93 98 1-A
TEST LOCATION: UTILITIES
78 SANITARY SEWER LINE A AT STATION 1+30
79 SANITARY SEWER LINE A AT STATION 1+30
80 SANITARY SEWER LINE A AT STATION 1+30
81 SANITARY SEWER LINE A AT STATION 1+30
82 SANITARY SEWER LINE A AT STATION 1+30
83 SANITARY SEWER LINE A AT STATION 1+30
84 SANITARY SEWER LINE A AT STATION 1+30
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
d
3. LIME STABILIZED
4 CEMENT TREATED
C, PERCENT IN PLACE MOrSTURE DOES NOT COMPLY WITH SPECIFICATIONS
D. RETEST
h express approval of
lot indicative of the qualities of
Geotechnical Engineering /,~ Construction Materials Testing ~ Environmental Engineering /~ Consulting
ALPHA TESTING, INC.
220~ Vlfl,~,onsln St., Suite 100
Do#os, 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: 08/17/04
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-17B
TEST DATA:
TEST ~ ELEV. SOIL ID OPTII~'UM MAXIMUM LAB IN PLACE IN PLACE PERC~ENT
NO. DATEDEPTH~,~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY~CTION COMMENT*
% PCF % PCF
85 08/17/04 FG 3 24.0 95.5 26.8 91 96 ~ 1-A
TESTLOCATION: UTILITIES
85 SANITARY SEWER LINE A AT STATION 1+30
CC: HENNESSEY ENGINEERING; CITY OF COPPELL / / ~ /
/
1. FiLL * A, IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIOi~S ~
2 NATURAL SUBGRADE S. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS ~Res~. ' '
3 LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENTTREATED D. RETEST
Ou¢ test results and reports ere for the exdus, ...... , the Client ,and their designated recipients en file ,n our office, and shall not be reproduced and/or distdb~ _e~ ~w~;~' ,xpre;s approval Of
ALPHA The use of o~r name ertl tes~ ~'esults must receive OUr w~itten approval Test results and repor[s apply only to Ihe samples tested and/or obse~ed, ar. 'e not indicalive of the qualities of
apparently identical or similar specimens
Geotechnical Engineering ~ Constroction Materials Testing ~h Environmental Engineering ~ Consulting