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Kehoe Testing and Engineering <br />714-901-7270 <br />rich@kehoetesting.com <br />www.kehoetesting.com <br />Project: Group Delta Consultants, Inc. <br />Location: 2001 E. Dyer Rd Santa Ana, CA <br />CPT: C-5 <br />Total depth: 50.46 ft, Date: 7/22/2015 <br />Cone Type: Vertek <br />Cone resistance qt Sleeve friction Pore pressure u Friction ratio Soil Behaviour Type <br />0 0 0 0 0pre-punch Pre-Punch Pre-runch Pre-Punch Pre- FuncnL..----- - Sand & silty sana <br />5-5- <br />10- 10-10- <br />15 15-15- <br />20 20- <20-20- <br />25-25 25-25- <br />30- 30-30- <br />35-35- <br />40-40-40- <br />45-<45- <L 45-45- <br />5 <br />10 <br />15 <br />20 <br />ClaM <br />.1-11; <br />/- <br />40- <br />25 <br />30 <br />Clay & silty clay <br />Cim & silty clay <br />Clay <br />Clay & silly clay <br />Clay <br />Clay & silty clay <br />Sand & silty sand <br />Sand <br />Sand & silty sand <br />5U <br />Sand <br />Clay & silty clay <br />Very dense/stiff soil <br />50-50- <br />2 2 <br />.C E <br />W W <br />n <br />125 ,,i,,,i,,,125 :,i,",i,(,i,125 <br />De th ft) <br />50 --=-- <br />55-55-55-55- _55- <br />60-v 60- -60- -60- -60- <br />65-0- 65-0- 65-9- 65-9- 65- <br />70-70-70-70-70- <br />75-75-75-75-75- <br />80-80-AO-80-80- <br />85-85-85-85-85- <br />90-90-go-90-90- <br />95-95-95-95-95- <br />100-100-100-100-100- <br />105-105-105-105-105- <br />110-110-110-110-110- <br />115-119-119-119-115- <br />120-170-130-170 120- <br />125 1,1,11!11 125 <br />0 100 200 300 400 500 0 2 4 6 8 10 -20 -10 0 10 20 30 40 02468 <br />Tip resistance (tsf)Friction (tsf)Pressure (psi)Rf (%) <br />1,1,1'I,1,1,I'1,1, <br />0 2 4 6 81012141618 <br />SBT (Robertson, 2010) <br />0CPeT-IT v.1.7.6.42 - CPTU data presentation & interpretation software - Report created on: 7/23/2015, 3:11:45 PM <br />Project file: C:\GroupDeltaSantaAna7-15\CPeT Data\Plot Data\Plots w-ha.cpt