Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Cambridge Phase 1-LR 940614
J G EOTECHNJCAL E GEE Consultants, Inc. 2540 Glenda Lane · Suite 10g · Dallas, lexas 75229 · (214) 620-9791 · Fax (214) 620-{)794 REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL Method: ASTM D2922 D3017 D698 Page 1 of I Client: B~uner D~velolmae~t Company probity l~oj¢¢t: ~t~t~ of C~mbrld~ .M~or ~ !. l)~k gr~)' ~dy Clay 101.1 14J Test Date: June I0, 1994 2. Brown Clayey. Sand 107.1 14.3 Repmn Date: June 14, 1994 3. Yellowish Brown and Olive Gray Clayey Sand 114.3 9.$ Required Denaity (%): 95% to 105% 4. Yellowish Brown Clayey Sand with Gravel 115.2 93 Required Moisture (%):±3%, Optimum +5% 5. Dark Gray Silty. Clay 94.6 21.1 Mat Locati~'El~tatiau (and,'o~! Lift ln-Plac~ No. No. (Lb~CuFt~ 3 Block D, Lot 7, Re-test of #95 104 114.7 12.8 100.3 6' 3 Block D, Lot 4, Re-test of//97 6~ 2 Block B, Lot 4. 9~h Lift 106 107.0 16.6 I01.8 6" 2 Block B, Lot 6, 9a' Lift 107 108.3 16.7 101.1 6~ 3 Block B, Lot 3, 5~ Lift 108 112.3 14.3 98.3 3 Block A, Lot 5, 1' Lift Above tests mcct specification requirements. cc: Bill Anderson - Dowdy, Anderson and Associates, Inc. Larry Davis - City of Copper