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Old Townhomes-LR040429ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Daflas, 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: 04/29/04 PROJECT: OLD COPPELL TOWNHOMES COPPELL, TEXAS OUR REPORT NO.: 03992-9 TEST DATA: TEST ~ ELEV SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT NO DATEDE PTH'~....,,..h NUMBER MOISTURE ORY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT* % PCF % PCF 9 04/29/04 FG-5.0 5 16.5 109 16 7 104 96 I-A 10 04~29~04 FG-4.5 5 16.5 109 17.1 105 96 I-A 11 04/29/04 FG-4.0 5 16,5 109 16.6 105 96 I-A 12 04/29/04 FG-35 5 16.5 109 17.4 104 95 I-A 13 04/29/04 FG-3.0 5 16.5 109 17.6 105 96 1-A 14 04/29/04 FG-25 5 16.5 109 17.2 105 96 I-A 15 04/29/04 FG-2.0 5 16.5 109 17.5 106 98 I-A TEST LOCATION: UTILITIES 9 SANITARY SEWER LINE C AT STATION 0+78 10 SANITARY SEWER LINE C AT STATION 0+78 11 SANITARY SEWER LINE C AT STATION 0+78 12 SANITARY SEWER LINE C AT STATION 0+78 13 SANITARY SEWER LINE C AT STATION 0+78 14 3ANITARY SEWER LINE C AT STATION 0+78 15 SANITARY SEWER LINE C AT STATION 0+78 CC: NONE 1 FILL * A IN PLACE PERCENTMO~STUREANDPERCENTCOMPACTIONCOMPLYWITHSPECIFICATIONS 2 NATURAL SUBGRADE B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS ~pezc~u -~b.~p tfully b d 3 LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS ~.4~ O~N~oT~/ 4 CEMENT TREATED D RETEST ALPHA TESTING, INC Our test resu,ls aha reports are for the exclusive use of the Client (and fhelF designated recipients on file m our office/ and shall not be rep¢oduced and/or distributed except with express approval 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: 04/29/04 PROJECT: OLD COPPELL TOWNHOMES COPPELL, TEXAS OUR REPORT NO: 03992-9A TEST DATA: TEST ~ELEV SOIl_ ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT NO DATE3EPTH~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT* % PCF % PCF 16 04/29/04 FG-1.5 5 16.5 109 16.8 106 98 1-A 17 04/29/04 FG-10 5 16.5 109 17.1 106 98 1-A 18 04/29/04 FG-0.5 5 165 109 17.3 105 97 1-A 19 04/29/04 FG 5 16.5 109 179 104 96 1-A 20 04/29/04 FG-6.0 5 16.5 109 16 5 104 95 1-A 21 04/29/04 FG-5 5 5 16.5 109 18 0 107 98 1 -A 22 04/29/04 FG-50 3 15.0 112.5 15.7 110 98 1-A TESTLOCATION: UTILITIES 16 SANITARY SEWER LINE C AT STATION 1+20 17 SANITARY SEWER LINE C AT STATION 1+20 18 SANITARY SEWER LINE C AT STATION 1+20 19 SANITARY SEWER LINE C AT STATION 1+20 20 SANITARY SEWER LINE D AT STATION 3+72 21 SANITARY SEWER LINE D AT STATION 3+72 22 SANITARY SEWER LINE D AT STATION 3+72 CC: NONE I FrLL * A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS 2 NATURAL SUBGRADE B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS J~,spectfu ly S~brr~tCdspectfully t d 3 LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WiTH SPECIFICATIONS (-~d~]/~O~'-¢"-~/' ,' -- / ~']/L,/ 4 CEMENT TREATED D RETEST ALPHA TESTING, INC Ou~ [es~ msu:ts and reports ae for the exclusive use of the Chenl (arid their designated rec,plen[s on file in our OfflC¢~l 8rid shall no~ t)e reproduced and/or distributed except with express approva~ 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: 04/29/04 PROJECT: OLD COPPELL TOWNHOMES COPPELL, TEXAS OUR REPORT NO.: 03992-9B 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 23 04/29/04 FG-4.5 3 15.0 1125 16.9 108 96 I-A 24 04/29104 FG-40 3 150 112 5 159 108 96 I-A 25 04/29/04 FG-35 3 15 0 112.5 15.5 109 97 I-A 26 04/29/04 FG-3 0 3 15.0 1125 165 108 96 I-A 27 04/29/04 FG-25 3 15,0 112.5 16.2 109 97 I-A 28 04/29/04 FG-20 3 150 112 5 152 110 98 I-A 29 04/29/04 FG-1.5 3 15.0 112.5 157 110 97 1-A TEST LOCATION: UTILITIES 23 SANITARY SEWER LINE D AT STATION 3+72 24 SANITARY SEWER LINE D AT STATION 3+72 25 SANITARY SEWER LINE D AT STATION 3+72 26 SANITARY SEWER LINE D AT STATION 3+72 27 SANITARY SEWER LINE D AT STATION 3+72 28 SANITARY SEWER LINE D AT STATION 3+72 29 SANITARY SEWER LINE D AT STATION 3+72 CC: NONE ! FILL ' A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS 2 NATURALSUBGRADE B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS pectfullyS 3 LIME STASILIZED C PERCENT IN PLACEMO,STURE DOES NOT COMPLY WITHSPEC,FICATIONS ~;FT~ 4 CEMENT TREATED D RETEST ALPHA TESTING INC Od' te~ res'"~s and rel ©rls dre for ~he exc!uslve use of the C:ert (and their des,gna/ed recipients on file In our off, ce an(~ shall not be reproduced and/or distributed except with express approval of ALPllA '/m-tsecfot, r~mearld:eslres~lts~'ustreceveourwr~t!erlapproval Test results an~ reports apDly orfly ~o the samples tested andlor observed andarenotlnd;cativeoflhequahtlesof Geotechn/cal EngineeRng , Construchon Materials Teshng Environmental Eng¢neenng ,' Consulting ALPHA TESTING, INC. 2209 Wisconsin St, Suite 100 Daflas, 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: 04/29/04 PROJECT: OLD COPPELLTOWNHOMES COPPELL, TEXAS OUR REPORT NO.: 03992-9C TEST DATA: TEST ~ ELEV SOIL ID OPTIMUM MA)(IMUM LAB IN PLACE IN PLACE PERCENT NO DATEDE PTH~,.h NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT* % PCF % PCF 30 04/29/04 FG-1.0 3 15.0 112.5 16.4 109 97 I-A 31 04/29/04 FG-0 5 3 15 0 112.5 16.1 109 97 1 -A 32 04/29/04 FG 3 15,0 112.5 15.2 110 98 1-A 33 04/29/04 FG-7.0 3 150 1125 15.3 110 98 I-A 34 04/29/04 FG-65 3 15.0 1125 16.2 109 97 1-A 35 04/29/04 FG-60 3 150 1125 158 109 97 1-A 36 04/29/04 FG-5.5 3 15.0 112.5 153 110 98 1-A TESTLOCATION: UTILITIES 30 SANITARY SEWER LINE D AT STATION 3+72 31 SANITARY SEWER LINE D AT STATION 3+72 32 SANITARY SEWER LINE D AT STATION 3+72 33 SANITARY SEWER LINE B AT STATION 1+40 34 SANITARY SEWER LINE B AT STATION 1+40 35 SANITARY SEWER LINE B AT STATION 1+40 36 SANITARY SEWER LINE B AT STATION 1+40 CC NONE 1 FILL * A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS 2 NATURALSUBGRADE 8 PERCENT COMPACTION DOES NOT COMPLYWrTHSPECIFICATIONS ectful¥S rn 3 LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS 4 CEMENT TREATED D RETEST ALPHA TESTING, INC 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: 04/29/04 PROJECT: OLD COPPELL TOWNHOMES COPPELL, TEXAS OUR REPORT NO,: 03992-9D 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 37 04/29/04 FG-50 3 15.0 112.5 15.6 110 98 I-A 38 04/29/04 FG-4.5 3 150 112.5 156 110 98 I-A 39 04/29/04 FG-4.0 3 15.0 112.5 162 109 97 I-A 40 04/29/04 FG-35 3 15.0 1125 15.2 110 98 1-A 41 04/29/04 FG-3.0 3 150 112.5 156 110 98 1-A 42 04/29/04 FG-25 3 15.0 112.5 167 109 97 1-A 43 04/29/04 FG-2.0 3 15.0 112.5 159 109 97 1-A TEST LOCATION: UTILITIES 37 SANITARY SEWER LINE B AT STATION 1+40 38 SANITARY SEWER LINE B AT STATION 1+40 39 SANITARY SEWER LINE B AT STATION 1+40 40 SANITARY SEWER LINE B AT STATION 1+40 41 ~ANITARY SEWER LINE B AT STATION 1+40 42 SANITARY SEWER LINE B AT STATION 1+40 43 SANITARY SEWER LINE B AT STATION 1+40 CC NONE 1 FILL ' A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS 2 NATURALSUBGRADE B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS ~pec ~pectfullyS m 4 CEMENT TREATED D RETEST ALPHA TESTING, O,¢r ~rst res~llts a¢d repoqs are fo" t*e exclusive use of the Cllen[ (and the,r deslgnaled recipients on f,~e ir~ our off, ce) and shall not be reproduced and/or distributed except with express approval of AL pi4A f he use 3' our "3r118 a,~d [es~ resu;~s rt~ust fete,Ye our written approval Test resdlts and reports apoly only to [r~e samples tested and/or observed and are not indicative of the quaJit~es of Geotechmcal Engineering Construction Materials Testing 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: 04/29/04 PROJECT: OLD COPPELL TOWNHOMES COPPELL, TEXAS OUR REPORT NO.: 03992~9E TEST DATA: TEST I ~ ELEV% SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT NO DATE3EPT~ NUMBER MOISTURE CRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT* % PCF % PCF 44 04/29/04 FG-1.5 3 15.0 112.5 15.6 110 98 1-A 45 04/29/04 FG-1.0 3 15.0 112.5 15.9 109 97 1-A 46 04/29/04 FG-0,5 3 15.0 1125 16,6 109 97 1-A 47 04/29/04 FG 3 150 1125 15.3 109 97 1-A TEST LOCATION: UTILITIES 44 SANITARY SEWER LINE B AT STATION 1+40 45 SANITARY SEWER LINE B AT STATION 1+40 46 SANITARY SEWER LINE B AT STATION 1+40 47 SANITARY SEWER LiNE B AT STATION 1+40 CC: NONE 1 FILL * A tN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS 2 NATURAL SUBGRADE B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICAT{ONS ectfully S 3 LIME STABILIZED C PERCENT IN pLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS ~1~ 4 CEMENT TREATED D RETEST ALPHA TESTING, INC O~r I~,st results an¢~ se¢orts are for the excluswe use of the Oilers[ (arid the:r designated recipients on file In our Office) 8rqd shall not be reproduced and/or distrrbuted except w,th express approvar of AL PHA T he use o¢ oCr name aqd test results mt, s[ receive our wfd[en approval Test results and reports apply orCy to the samples tested and/or observed and are nol indicative of the qualities of Geotechnical EnFlineenng Construction Materials Testing / Environmental Engineering / Consulhng