1901 E Dyer Rd - Soils Report - Laserfiche WebLink

Home Browse Search

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-14 Total depth: 65.38 ft, Date: 7/22/2015 Cone Type: Vertek Cone resistance qt Sleeve friction Pore pressure u Friction ratio Soil Behaviour Type 0 0 0 0 0, Pre-Punch_ - _ ._.2.8-Punch Pre-Punch _ Pre-Punch 1 Pre-Punch Silty sand & sandy sit 10-<10- 15- 20- 25- 30- 35-L 35- 40- 40- 45-45- 5-5- 10-10- 15-15- 20-20- 25-25- 30-30- 35-35- 40-40- 5 10 15 20 25 30 35 C lay Clay & silty clay Clay & silty clay Clay & silty clay Clay Clay & sitty clay Clay 55- 60- 65- 70- 75- 80- 85- 90- 95- 100- 105- 110- 115- 120- 125 Depth (ft) 50- 55- 60- 65- 70- 75- 80- 85- 90- 95- 100- 105- 110- 115- 120- 125 Depth (ft) 45 50 55- 60- 65- 70- 75- 80- 85- 90- 95- 100- 105- 110- 115- 120- Depth (ft) 40-;..Sitty sand & sandy sit Sand & sitty sand Sand & sitty sand Silty sand & sandy si: Clay 45 50-50 55- F 55 2 60 E 65-0- 65 70-70 75-75 80-80 85-85 90-90 95-95 100-10C 105-105 110-11C 115-11E 120-12[ 125 1,i 125 0 2 4 6 8 Rf (%) Depth (ft) 111 Sand & silty sand Sand & silty sand Clay & silty clay Clay & silty clay Sand & silty sand 11 1111 0 100 200 300 400 500 0 2 4 6 8 10 -20 -10 0 10 20 30 40 0 2 4 6 81012141618 Tip resistance (tsf)Friction (tsf)Pressure (psi)SBT (Robertson, 2010) CPeT-IT v.1.7.6.42 - CPTU data presentation & interpretation software - Report created on: 8/10/2015, 11:39:39 AM O Project file: C:\GroupDeltaSantaAna7-15\CPeT Data\Plot Data\Plots w-ha.cpt