Old Townhomes-LR040510ALPHA TESTING, INC.
2209 Wisconsin St., Suite 1[X~
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX; 972/406-8023
TESTED FOR:
CARBON CONSTRUCTION
DALLAS, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 05/10/04
PROJECT:
OLD COPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORT NO.: 03992-12
TEST DATA:
TEST ~ ELEV SOIL ID OPTIMUM MAXIMUM LAB IN PLACE ~N PLACE PERCENT
NO DATEDEPTH~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
48 05/10/04 FG-1.5 3 15.0 112.5 15.7 110 97 1-A
49 05/10/04 FG-1.0 3 150 112.5 15.2 110 98 I-A
50 05/10/04 FG-0.5 3 150 1125 16.2 109 97 I-A
51 05/10/04 FG 3 15.0 1125 165 108 96 1-A
52 05/10/04 FG-2 5 3 15.0 112.5 15 5 109 97 1 -A
53 05/10/04 FG-2.0 3 160 1125 15.9 108 96 I-A
54 05/10/04 FG-1.5 3 15.0 1125 169 108 96 I-A
TEST LOCATION: UTILITIES
48 SANITARY SEWER LINE B AT STATION 2+00
49 SANITARY SEWER LINE B AT STATION 2+00
50 SANITARY SEWER LINE B AT STATION 2+00
51 SANITARY SEWER LINE B AT STATION 2+00
52 STORM SEWER LATERAL B-1 AT STATION 0+17
53 STORM SEWER LATERAL B-1 AT STATION 0+17
54 STORM SEWER LATERAL B-1 AT STATION 0+17
CC: NONE
1 FILL * A IN PLACE PERCENT MOISTURE AND PERCENTCOMPACTI )N COMPLY WITH SPECIFICATIONS
2 NATURAL SUBGRADE t3 PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS ,i~s~ectfully S~I::~;~.~
4 CEMENT TREATED D RETEST
ALPHA TESTING INC
OLJ tes! reSU:!S and "'3ports are for tile ex¢luswe use of [he Chent (and their designated recipients on file in our off,ce and $h811 i,o: ,De reproduced and/or dlSfrlbu[ed except with express approval of
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dafla$, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX; 972/406-8023
TESTED FOR:
CARBON CONSTRUCTION
DALLAS, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 05/10/04
PROJECT:
OLD COPPELLTOWNHOMES
COPPELL, TEXAS
OUR REPORT NO.: 03992-12A
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
55 05/10/04 FG-1.0 3 15.0 112.5 15.3 110 98 1-A
56 05/10/04 FG-Q5 3 15.0 112.5 158 109 97 1-A
57 05/10/04 FG 3 15.0 112.5 16.2 109 97 1-A
58 05/10/04 FG-1.0 3 15.0 112.5 15.3 110 98 1-A
59 05/10/04 FG-0.5 3 15.0 112.5 15.2 110 98 1-A
60 05/10/04 FG 3 150 112.5 16.1 109 97 1-A
61 05/10/04 FG-1.0 3 15.0 112.5 16.4 109 97 1-A
TEST LOCATION: UTILITIES
55 STORM SEWER LATERAL B-1 AT STATION 0+17
56 STORM SEWER LATERAL B-1 AT STATION 0+17
57 STORM SEWER LATERAL B-1 AT STATION 0+17
58 STORM SEWER LATERAL B-2 AT STATION 0+08
59 STORM SEWER LATERAL B-2 AT STATION 0+08
60 STORM SEWER LATERAL B-2 AT STATION 0+08
61 STORM SEWER LATERAL B-3AT STATION 0+4115
CC NONE
1 FILL * A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2 NATURAL SUBGRADE B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS pectfully S m
3 LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS ~
4 CEMENT TREATED D RETEST
ALPHA TESTING INC
Our test FaSt,It, and repo"!s are for th~ excluswe use of the Ch¢nt (and theft deSlgr18ted ¢eolp~erqts orq file in our of1168 ) 8nd Shell not be reproduced and/or drstributed except with express approval of
AL PHA The s8 of our arHe and test resurm must recewe our written approval Test results and reports apply on!y [o the sarr~p;es tested 8nd/oF observed and are not indicative of Ihe quallLies of
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR:
CARBON CONSTRUCTION
DALLAS, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 05/10/04
PROJECT:
OLD COPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORT NO.: 03992-12B
TEST DATA:
TEST ~ELEV SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO DATE3 E PTH'"~.% NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
62 05/10/04 FG-Q5 5 16.5 109 17.2 105 96 1-A
63 05/10/04 FG 5 16.5 109 17.6 105 96 1-A
64 05/10/04 FG-15 5 16.5 109 17.4 104 95 1-A
65 05/10/04 FG-1 ~0 5 16.5 109 16.6 105 96 1-A
66 05/10/04 FG-0.5 5 16.5 109 17.1 105 96 1-A
67 05/10/04 FG 5 16.5 109 16.7 104 96 1-A
TEST LOCATION: UTILITIES
62 STORM SEWER LATERAL B-3 AT STATION 0+41.15
63 STORM SEWER LATERAL B-3 AT STATION 0+41.15
64 STORM SEWER LATERAL B-4 AT STATION 0+00
65 STORM SEWER LATERAL B-4 AT STATION 0+00
66 STORM SEWER LATERAL B-4 AT STATION 0+00
67 STORM SEWER LATERAL B-4 AT STATION 0+00
CC: NONE
1 FILL * A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2 NATURAL SUBGRADE B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS ~pectfu y~uJ~edpectfully ed
4 CEMENT TREATED D RETEST ""AJ~,T~ON COTTON ~
ALPHA TESTING, INC
Our Iosi result5 aqd reporls are for the exctuslv8 use of [h~ Chent (and their des~gnaled recipients op file in our offrce) and shall not be reproduced and/or distributed excep[ wl[h express approval of
AL pFIA Th~ use Ol our name ~3rld t~st results m,Jsl r~celYe our written approval Test results and reports apply only fo the samples tested and/or observed and are not indmatlve of the quarrbes of
Geotechmcal Engineering ,' Construction Materials Testieg ,' Environmental Engineering / Consulting