1901 E Dyer Rd - Soils Report - Laserfiche WebLink

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Kehoe Testing and Engineering 714-901-7270 rich@kehoetesting.com www.kehoetesting.com Project: Group Delta Consultants, Inc. Location: 2001 E. Dyer Rd Santa Ana, CA CPT: C-13A Total depth: 65.50 ft, Date: 7/22/2015 Cone Type: Vertek Cone resistance qt Sleeve friction Pore pressure u Friction ratio Soil Behaviour Type 0 5- 10- 15- 20 20- 25- 30- 35- 40- 45- 50- 55-1 2 0 0 5-5- 10- 0-20- 5-25- 0 Clay Clay & silty clay 10 15- 15-Clay 2 i . Clay & sllty clay Clay & silty clay 2 Clay & silty clay Clay & silty clay 30-30-Clay & silty clay - Clay & silty clay 30- 35- 40- 45- 50- 55- 60- 65- 70- 75- 80- 85- 90- 95- 100- 105- 110- 115- 120- 125 Depth (ft)(11) indaa 35- 40- 45 50 55 35- 40- 45- 50- 55- 2 Clay & silty clay Silty sand & sandy sit Sand & silty sand Clay & silty clay Clay Clay 60- 65- - 55-Clay & silty clay Silty sand & sandy si:U>v 60-60- 16... r Silty sand & sandy si: Sand & silty sand 9- 65-65- f-Sand & silty sand 70-70-70- 75-75-75- 80-80-80- 85-85-85- 90-90-90- 95-95-95- 100-100-100- 105-105-105- 110-110-110- 115-115-115- 120-120-120- 125 i,i*i,iii,i 125 0 100 200 300 400 500 Tip resistance (tsf) 70- 75- 80- 85- 90- 95- 100- 105- 110- 115- 120- 125 , ,,i,,i 024â‚¬ Depth ( 1,1 lili 111 I11,111.I 1125 , ,, ,, ,, , 0 2 4 6 8 10 -20 -10 0 10 20 30 40 02468 ,8 10 12 14 16 18 Friction (tsf)Pressure (psi)Rf (%)SBT (Robertson, 2010) CPeT-IT v.1.7.6.42 - CPTU data presentation & interpretation software - Report created on: 8/10/2015, 11:39:14 AM O Project file: C:\GroupDeltaSantaAna7-15\CPeT Data\Plot Data\Plots w-ha.cpt