Old Townhomes-LR040513ALPHA 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: 05/13/04
PROJECT:
OLD COPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORT NO.: 03992-13
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 COMMENT*
% PCF % PCF
68 05/13/04 FG-2.5 3 16.5 109 18.4 109 100 I-A
69 05/13/04 FG-20 3 16.5 109 18.1 109 100 I-A
70 05/13/04 FG-15 3 16.5 109 19.4 107 98 1-A
71 05/13/04 FG-1.0 3 16.5 109 19.8 107 99 1-A
72 05/13/04 FG 3 16.5 109 19.1 109 100 1-A
73 05/13/04 FG-3.5 3 16.5 109 18.9 109 100 I-A
74 05/13/04 FG-3.0 3 16.5 109 17.7 109 100 I-A
TEST LOCATION: UTILITIES
68 STORM SEWER LATERAL B-5 AT STATION 0+16
69 STORM SEWER LATERAL B-5 AT STATION 0+16
70 STORM SEWER LATERAL B-5 AT STATION 0+16
71 STORM SEWER LATERAL B-5 AT STATION 0+16
72 STORM SEWER LATERAL B-5 AT STATION 0+16
73 ~TORM SEWER LATERAL B-6 AT STATION 0+24
74 STORM SEWER LATERAL B-6 AT STATION 0+24
CC: NONE
I FILL ' A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2 NATURAL SUBGRADE B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS ----~ -- ~--R¢~eclfuflY Su~mCt,Cd
3 LIME STABILIZED C PERCENTINRLAOEMOISTUREDOESNOTOOMPLYWlTHSPEOIFICATIONS ~ ---~-.~-~;/~/~'~/-/~/'/'~'~-'-]
4 CEMENT TREATED D RETEST AARON CO~T(~r-~,~-
ALPHA TESTING, INC
DuC lest resulls and reports are for [he exclusive use of the Cfienl (and their desk§naiad Cecip~ents on file in our office) and shall not be reproduced and/or distributed except with express approval of
ALPHA The use of our name and [est results must receive our written 8pp¢oval Test results and repeals apply only to the samples tested and/or observed and are not indicative of the qualitres of
apparently identical o~ s~mllar specimens
Geotechnical Engineenng /. Construction Matenals Teshng /? 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:
CARBON CONSTRUCTION
DALLAS, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 05/13/04
PROJECT:
OLD COPPELLTOWNHOMES
COPPELL, TEXAS
OUR REPORT NO.: 03992-13A
TEST DATA:
TEST ~ ELEV SOIL ID OPTIMUM MAXIMUM LAB iN PLACE IN PLACE PERCENT
NO DATEDEPT~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSIT~ COMPACTION COMMENT*
% PCF % PCF
75 05/13/04 FG-2.5 3 16.5 109 17.6 105 96 I-A
76 05/13/04 FG-2.0 3 16.5 109 16.9 106 97 I-A
77 05/13/04 FG-1.5 3 16.5 109 16.8 105 96 I-A
78 05/13/04 FG-0.5 1 15.0 112.5 15.4 109 97 I-A
79 05/13/04 FG 1 15.0 112.5 15.9 109 96 I-A
80 05/13/04 FG-3.5 1 15.0 112.5 16.2 109 97 I-A
81 05/13/04 FG-3.0 1 15.0 112.5 16.5 108 96 1-A
TEST LOCATION: UTILITIES
75 STORM SEWER LATERAL B-6 AT STATION 0+24
76 STORM SEWER LATERAL B-6 AT STATION 0+24
77 iSTORM SEWER LATERAL B-6 AT STATION 0+24
78 STORM SEWER LATERAL B-6 AT STATION 0+24
79 STORM SEWER LATERAL B-6 AT STATION 0+24
80 WATER LINE ALONG MCNEAR DRIVE AT PAVING STATION 3+00
81 WATER LINE ALONG MCNEAR DRIVE AT PAVING STATION 3+00
CC: NONE
1 FILL * A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2 NATURAL SUBGRADE 8 PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Submltt, e,¢'¢
cPERCENT,N P"'OE MO,STDRE DOES NOT COMPLY W,T, SPEC,F,OAT,ONS
3
LIME
STABILIZED
4 CEMENT TREATED D RETEST
ALPHA TESTING, INC
Our tesl resul[s and reports are for the exclusive use of the Client (and their designated recipients on file in our office) and shall not be reproduced and/or dlstriDutsd except with express approval of
ALPHA The use o¢ our name and tes[ results must iece~¥e our written approval Test resur[s and repods apply only to the samples lested and/or observed, and are not indicative of the qualities of
apparendy identlcaJ or similar specimens
G~nt~ehnie.31Fnq~nrerinq / Construction Materials Testing / Environmental Engineering /; Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite
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: 05/13/04
PROJECT:
OLD COPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORT NO.: 03992-13B
TEST DATA:
TEST ~ ELEV. SOIL ~D OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
82 05/13/04 FG-2.5 1 15.0 112.5 16,4 109 97 1-A
83 05/13/04 FG-2.0 I 15.0 112.5 16.1 109 97 1-A
84 05/13/04 FG-1.5 1 15.0 112.5 15.2 110 98 I-A
85 05/13/04 FG-1.0 1 15.0 112.5 15.3 110 98 1-A
86 05/13/04 FG-0.5 1 15.0 112.5 16.2 109 97 1-A
87 05/13/04 FG-35 1 15.0 112.5 15.5 110 98 I-A
88 05/13/04 FG-3.0 I 15.0 112.5 16.7 108 96 1-A
TEST LOCATION: UTILITIES
82 WATER LINE ALONG MCNEAR DRIVE AT PAVING STATION 6+00
83 WATER LINE ALONG MCNEAR DRIVE AT PAVING STATION 6+00
84 WATER LINE ALONG MCNEAR DRIVE AT PAVING STATION 6+00
85 WATER LINE ALONG MCNEAR DRIVE AT PAVING STATION 6+00
86 WATER LINE ALONG MCNEAR DRIVE AT PAVING STATION 6+00
87 WATER LINE ALONG MCNEAR DRIVE AT PAVING STATION 7+50
88 WATER LINE ALONG MCNEAR DRIVE AT PAVING STATION 7+50
CC: NONE
I FILL ' A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2 NATURAL SUBGRADE B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS e~e,~pecffully Subrn¢.~,dd
3 LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4 CEMENT TREATED D RETEST ~ARON COlq'Of4, ~P~
ALPHA TESTING, INC
Our test results and reports are for the extrusive use of the Ghent (and their designated recipients on fde in our offme) and shall not be reproduced and/or d~stributed except with express approval of
ALPHA The use of our name and test results must receive our written approval Tes[ results and reporls apply only to the samples tested and/or observed and are not indicative of the cluebties of
Geotechnical Eng¢neenng / Construction Materials Testing /," Environmenta Engineering /,' Consulting
ALPHA TESTING, INC.
2209 Wisconsin St,, Suite
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: 05/13/04
PROJECT:
OLD COPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORT NO.: 03992-13C
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
89 05/13/04 FG-2.5 3 16.5 109 18.0 107 98 1-A
90 05/13/04 FG-2.0 3 16.5 109 16.5 104 95 1-A
91 05/13/04 FG-1.5 3 16.5 109 17.9 104 96 1-A
92 05/13/04 FG-1.0 3 16.5 109 17.3 105 97 1-A
93 05/13/04 FG-0.5 3 16.5 109 17.1 106 97 1-A
94 05/13/04 FG 3 16.5 109 16.8 106 98 1-A
TEST LOCATION: UTILITIES
89 WATER LINE ALONG MCNEAR DRIVE AT PAVING STATION 7+50
90 WATER LINE ALONG MCNEAR DRIVE AT PAVING STATION 7+50
91 WATER LINE ALONG MCNEAR DRIVE AT PAVING STATION 7+50
92 WATER LINE ALONG MCNEAR DRIVE AT PAVING STATION 7+50
93 WATER LINE ALONG MCNEAR DRIVE AT PAVING STATION 7+50
94 WATER LINE ALONG MCNEAR DRIVE AT PAVING STATION 7+50
CC: NONE
I FILL ' A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2 NATURAL SUBGRADE B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS /R/~ / b~,,,ed_~especfful¥ Sub ~ed
4 CEMENT TREATED D RETEST AARON COTTON, JR
ALPHA TESTING, INC
Our tesl results and reports are for the exclusive use of the Chant (and their designated reclprents on fde in our office) and shall not be reproduced and/or distributed except with express approval of
ALPHA The use of our name and test results must receive our written approvar Test results and reports apply or~ly to the samples tested and/or observed and are nol indicative of the quahties of
apparently identical or similar specimens
G~r)t¢,ctlnic~l Fncfineerinq / Construction Materials Testing /; Environmental Engineering /? Consulting