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-9 Total depth: 50.14 ft, Date: 7/21/2015 Cone Type: Vertek Cone resistance qt Sleeve friction Pore pressure u Friction ratio Soil Behaviour Type 0 0 00 10- .....i....... HAND AUGER c .--_HAND AUGER .la, 1.:HAND AUGER 10- 15- 20 20- 25- 30-Â£-30- 35- 40-40- 45-45- 50-50- 55-55- 2 0 5 10 15 20 25 -. aâ€ž, HAND AUGER ..,., HAND AUGER 5 - ..'Clay Clay & silty clay 10- 125 I.11 I11.I1 125 0 100 200 300 400 500 Tip resistance (tsf) 15-15- 20-20- 25-25- 30-30- 35-35- 40-40- 45-45- 50-50- 55-55- 2 60-60- 65-0- 65- 70-70- 75-75- 80-80- 85-85- 90-90- 95-95- 00-100- 05-105- 10-110- 15-115- 20-120- 25 125 Clay Clay & silty clay Clay Clay Very dense/stiff soil Clay & silty clay 35-f,...fle,- Very dense/stiff soil 40-ZEZZEDâ€¢'-Silty sand & sandy sic Sand & silty sand 45 - alty sand & sandy sit Clay 50-Clay 55- 60- -60- -v 60- 65-9- 65-Cl 9- 65- 70- -70- - 70- 75-75-75- 80-80-80- 85-85-85- 90-90-90- 95-95-95- 100-100- 1 100- 105-105- 1 105- 110-110- 1 110- 115-115- 1 115- 120-120- 1 120- 1,111,1, 1 0 2 4 6 8 10 -20 -10 0 10 20 30 40 02468 Friction (tsf)Pressure (psi)Rf (%) 125 1,",i,",1,1,1,",i, 0 2 4 6 81012141618 SBT (Robertson, 2010) CPeT-IT v.1.7.6.42 - CPTU data presentation & interpretation software - Report created on: 8/10/2015, 11:36:21 AM O Project file: C:\GroupDeltaSantaAna7-15\CPeT Data\Plot Data\Plots w-ha.cpt