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Cambridge Phase 1-LR 940622J G EOTECHNICAL E GEE Consultants, Inc. 2540 Glenda Lane · Suite 10g · Dallas, lexas 75229 · (214) 620-9791 · Fax (214) 620-97~4 REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIl. Method: ASTM D2922 D3017 D698 Page 1 of 3 Client: Beamer Development Company .~,,~,1 v,,c~io~ Moi~ms~ Project: Estate~ of Cambridge .Manor Plmse [ 1. Dark Gray Sandy. Clay 101.1 14.2 Test Date: June 20, 1994 2. Brown Clayey Sand 107.1 14.3 Repor~ Date: June 22, 1994 3, Yellowish Brown a~d Olive Gray Clayey Semi 114.3 9.8 Required Density (%): 95% to 4. Yellowisi~ Brown Clays' S~nd with Gravel 115.2 9.3 Required Moisture (%):±3%, Optimum +5% 5. Dark Gray Si~ty Clay 94.6 21.1 6. Gray S'lude 90.2 24.0 7. Yellowish Brown and Light Gray Sand 103.9 8.4 Mat Lo~6o~ Eh:va6on iaml..'ors IAR In-Pla~ I~-P~ P~rce~ No. Dry De~ity Te~t fI..~;CuFO C~ No. 6 King Canyon Road. 7~h lif, Station I +50 141 104.0 23.3 115.3' 6" 6 King Canyon Road. 7th lift. Station 3+50 142 105.6 20.6 117.1' 6" 2 Lot 4. Block D. 7th lift 143 112.6 16.4 105.1 2 Lot 6. Block D, 7th lif~ 144 110.7 15.7 103.3 6' 3 Lot 16, Block D, 7th lif 145 114.7 14.7 100.3 2 LOt 2. Block D, 7th lift 146 ! 10.1 14.5 102.8 6 Cambridge Manor Lane, 2nd lif, Station 9+50 147 102.5 20.2 113.6' 3 LOt 1, Block C. 4th lif 148 115.2 13.9 100.8 * Does not meet sp¢cificalion requirements GEE Consultants, Inc. (214) 620-9791 REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL Method: ASTM D2922 D3017 D698 Page 2 of 3 Client: B(~m~er I)~vdoima~t Company Project: Estates of Cambridge Manor Phase I (L~'Cu~I 1. Dark Gray Samiy Clay 101.1 14.2 Test Dam: June 20. 1994 2. Brown Clayey S~md 107.1 14.3 Report Date: June 22, 1994 3. Yellowish Brown ~nd Olive Gray Clayey Sand 114.3 9,$ Required Density (%): 95% to 105% 4. Yellowish Brown Clayey. Sand ~ith Gravel 115.2 9.3 Required Moisture (%):±3%, Optimum +$% 5. Dark Gray Silt)., Clay 94.6 21.1 6. Gray Shale 90.2 24.0 7. Yellowish Brown and Light Gray Sand 10;).9 $.4 Tat No. D~. l~-~i~y Mo~m~ Cam~ic~ 2 Lot 3, Block C. 4th lift 149 109.8 15.$ 102.$ 6" $ Lot 5, Block C, 4th lift 150 94.6 25.4 101.2 $ Lot 7, Block C, 4th lift 151 100.3 23.9 106.4 2 Lot 9, Block D. 1st lift 152 107.4 17.6 100.2 6 Cambridge Manor Lane, 2nd lift, Station 12+00 153 98.1 25.1 108.8' 6~ 6 Cambridge Manor Lane. 2nd lift, Slation 14+50 154 98.4 25.2 109.2' 6' 2 Lot 8, Block D, 6th lift 155 106.1 18.3 99.0 6~ 7 Lot 14, Block D, 6lb lift 156 98.9 17.3 95.1 6" 6 Castle Creek Drive, 3rd liR, Station 2+00 157 104.6 22.:3 116.0 * Does not meet specification requirem~ntz GEE Consultants, Inc. (214) 620-9791 REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL Method: ASTM D2922 D3017 D698 Page 3 of 3 Cliem: Beamer Development Company Ma~i-~ o~-~v~o~ Mu.D~ Density. M~istm~ (LJ~'CuFt) Comma Project: ,~tate~ of Cambridge Manor Phase I i. Dark Gray Sandy Clay 101.1 14.2 Test Da~e: June 20, 1994 2. Browa Clayey Sami 107.1 14.3 Report Date: June 22, 1994 3. Yellowish Brown and Olive Gray Clayey Sand 114.3 9.8 Recluired Density (%): 95% to 105% 4. Yellowish Brown Clayey Sand with Gravel 115.2 9.3 Rec[uired Moistur~ (%):±3%, Optimum 5. Dark Gray Silt), 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~catio~'l:levation !and,'o~) Lii~ In-Placg lr,-Plac~ .No. D~ Dmasity Moisture Compaction Teat (Lbs/C'uFo Comma No, P~ 6 Cattle Creek Drive, Station 4+50, 3rd lift 158 99.3 25.1 110.1' 6 Catttc Creek Dr~ve, Station 7+00, 3rd lift 159 101.8 20.1 ! 12.9' 6~ * Does not meet specification requirements cc: Bill Anderson - Dowdy, Anderson and Associates, Inc. '~ Larry Da¥is - City of Copp~'ll Ali Im~ra and n~n~ a~ for' ~ e, xclusiv~ u~ of O~ ciim~ to ~d~un thssy am nddnsasssd sasd ~ ~ ~ ~ ~ ~ ~ ~ ~ G~ C~, ~. T'n~ u~ of our rana~ mint ~iv~