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TexasBank 2R-LR05042004:25/05 M0N 11:3~ TEL 9724883500 GEO$CIENCE ENGINEERING ~002 GEOSC~ENCE ENGINEERING ~ TESTING, 1NC. GEOTECHNICAL & MATERIALS ENGINEERS MOISTURE/DENSITY RI~LATIONSHIP OF SOILS CLIENT: Coppell Cr&me de la Cr&me, L.P. c/o Project Solutions Group 580 Herndon Parkway, Suite 500 Herndon, Virsinia 20170 PROJECT: Proposed "Cr&me de la Cr&me" Denton Tap Road Coppel[, Texas DATE OF REPORT: 04/20/05 REPORT NO. 05-DM2605-12 J METHOD OF TES~: ASTM D-698 J Sample Description: Sample Origin; Proctor ID: Preparation Procedure: Rammer Description: Maximum Dry Density: (ibs/cu fl): Optimum Moisture Content (%): Uquid Limit: Ptastic Limit: Ptasticity Index: GETi Technician: Jorge SAMPLE IDENTIFICATION ITal~nish,,g~ay LIME STABILIZED CLAY Pa~ing are~ _ MOISTURE/DENSITY Moist MeEhanica[ 86~0 29!9 ATTERBERG LIMITS Reviewed by: (p y"~d S. Afsar, P,E. ro~iect Engineer G E 2630 Northaven Read Suite 106 Da[las, TexT 75229 Ph# (97~) 488-3500 04,'25,'05 I, NON 11:35 TEL 9724883500 GEOSCIENCE ENGINEERING GEOSCII~NcE ENGINEERING &:~ESTING, INC. ~]006 GEOTECHNICAL & MATfRIALS ENGINEERS FIELD DEH.~IY REPORT CLIENT: Coppell ,Cr~me de la CrOme, LP. DATE OF REPORT: 04/20/03 cio Project Solutions Group 580 Herndon Parkway, Suite 500 Herndon, Virginia 20170 REPORT NO. 0§-DM260§-14a PROJECT: Proposed "Cr&rne de [a Ct&me" Denton Tap Road Coppe[[, Texas MOISTURE/[ ENSITY RELATIONS Proctor # Description I Maximum Dry Optimum i Density (pcf) Moisture (%) 1 Dark brown and gray CLAY (CH) 110.5 14,7 2 Tannish brown and dark brown CLAY (CHi 108.3 17,5 3 Tannish brown CLAYEY SAND (CL) [ 112.2 13.8 4 Tannish gray LIME STABILIZED CLAY ~ 86.0 29.9 5 Tanntsh gray LIME STABILIZED CLAY i 95.1 25.3 TEST '~SU L'I'5 LOCATION , Unit Moisture Maximum Dry Test # Proctor # Elevation Paving Dry Wei§ht Content (%) Density (%) 32 5 FG Retest,,.o_f_te.s,t, # 24[ 92.3 Z5.4 97 , 33 5 FG Retest of test # 25i 92.3 25_6 97 34 5 FG Retest of test # 26i 94.1 25.9 99 , ,35 5 FG Retest of test # 27 36 5 FG Retest of test # 2~ 92.3 25.6 97 37 5 FG Retest of test # 29! 93.2 25.8 98 GETI Tech: Rigo Remarks: Compiles with project specifications, unless other wise rioted. 2630 Northav.~n Road #106 Oal{as Texas Ph# (g72 488-3500 Reviewed by; NON 11:35 TEL 9724883500 GEOSCIENCE ENGINEERING ~007 GEOSCiENCE ENGINEERING & TESTING, INC. GEOTg_CHNICAL & ~ATERIAL$ ENGINEERS MOISTURE/DENSITY RI CLIENT: Coppell Cr&me de la Cr&me, L.P. c/o Project Solutions Group 580 Herndon Parkway, Suite 500 Herndon, Virginia 20170 PROJECT: Proposed "Cr6me de [a Cr6me" Denton Tap Road Coppe[[, Texas :LATIONSHIP OF SOILS DATE OF REPORT: 04/20/05 REPORT NO. 05-DM2605-15 OF : ASTM METHOD TES'~ D-698 Sample Description: Sample Odgin: Proctor ID: Preparation Procedure: Mdist Rammer Description: Mdchanica[ Maximum Dry Density: (Ibs/cu ft): 95i 1 Optimum Moisture Content (%):, 25~3 Aq'I'ERBER~ LIMITS Liquid Limit: , 4129:,I Plastic Limit: "12! Ptasticity Index: GE"TI Technician: Jor!~e SAMPLE IDEN rlFICATION Tapnlsh gray LIME STABILIZED CLAY Paying area MOISTURD DENSITY Reviewed by; '~ed S. Afsar, P.E. ~t'oJect Engineer ~1 2630 Northaven Rbad Suite 106 Oall~s, Tex;is 75229 Ph# (972) ,4~8-3500