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Cambridge Phase 1-LR 940627 (4)I G E GEE Consultants, Inc. 2540 Glenda lane · Suite 10g · ~allas, Texas 75229 · (214) 620-~791 · Fax {214) 620-9794 REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL Me.od: ASTM D2922 D3017 D698 Page 1 of 2 Client: Beamer Development Company ~a~l I~ioa Ma~.l~y O~im~ Dewily Moisture Project: Estates of Cambridge Manor Phase I I. Dark Gray Sandy Clay Test Date: June 22, 1994 101.1 14.2 2. Brown Clayey Sand 107.1 14.3 Report Dat~: June 27, 1994 3. Yellowish Brown and Olive Gray Clayey Sand 114.3 9.8 Required Density (%).- 95% to 105% 4. Yellowish Brown Clayey. Sand with Gravel 115.2 9.3 Required Moisture (%): ±3%, Optimum 45% 5. Dark Gray Sat)., Clay 94.6 21.1 6. Gray Shale 90=2 24.0 7. Yellowish Brown and Light Gray Sand 103.9 8.4 Mat L~2~tion,'Elev~tion ~and.'or~ LiI~ In-Pl~c~ In-Place Pe~"nt No. Test D~.' Det~ity Moi~tu~ Cera~. c~ico No. 6 King Canyon Road, Station 3 +75, Lift 8 160 I01.6 25.5 112.7' 6 King Canyon Road, Station 1 +50, Lift 8 161 98.6 20.3* 109.3' 6' 6 Cambridge Manor Lane, Station 9+00, Srd lift 162 100.5 22.0* 111.4' 6 Cambridge Manor Lane, Station 12+$0, 3rd lift 163 95.0 24.6 105.3 6~ 6 Cambridge Manor Lan,', Station 14-+-50, Srd lift 164 102.8 20.7* 114.0' 6' 6 Cambridge Manor Lane, Station 17+00. 3rd lift 165 98.5 23.4 109.2* 6' 6 Cambridge Manor Lan-', Station 19+20, 3rd lift 166 90.0 26.7 99.8 6' 2 Block D, Lot 13. 71h llft 167 100.9 23.5 94.2' Does .... ' not meet sp¢cmcnt~on reqmrements ///.' // / / // GEE Consultants, Inc. (214) 620-9791 REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL Method: ASTM D2922 D3017 D698 Page 2 of 2 Client: Bemner Development Company .~,~t o~ni~io~ Mu.o~y o~inun Demi~ Moisture Project: Eztates of Cambridge .Manor Phase I (Ll~'CuFt) !. Dark Gray Sandy Clay 101.I 14.2 Test Date: June 22. 1994 2. Brown Clayey Sa~d 107.1 14.3 Report Date: June 27, 1994 3. Yellowish Brown and Olive Gray Clayey Sand 114.3 9.8 Required Density (%): 95% to 105% 4. Yellowish Brown Clayey. Sand with Gravel 115.2 93 Required Moisture (%):+3%, Optimum --5% 5. Dark Gray Silt).. Clay 94.6 21.1 6. Gray Shale 90.2 24.0 7. Yellowish Brown and i.i~ht Gray Sand 103.9 8.4 Mat Locat:,<nv'E%evation (and,'or} I.,iR In-Place In-Place Por~em No. D~. Demi .ty Molsmro No. (L~:CuF~ Probe 2 Block D, Lot 7, 7th lif~ 168 104.0 16.2 97.1 6' 3 Block D, Lot 15.8th tiff, 169 111.6 I 1.8 97.6 6' 2 Block D, Lot 16, 8th lift 170 103.6 22.0 96.7 3 Block D. Lot 1. 8th 171 110.5 13.6 96.7 4 Block D, Lot 3, 8th lil~ 172 113.5 13.5 98.4 6' Bill Anderson - Dowdy, Anderson and Associates, Inc. Larry Davis - City of Coppell AL1 I~m mad relXn~ itm for ~J~ ox¢lu~ivo uso of th~ client to whmn they a~ mddte~ed ~ s~ ~ ~ ~ ~ ~ ~ a~ ~ G~ C~. ~. The ~ of our nan~ must receive