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1901 E Dyer Rd - Soils Report
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1901 E Dyer Rd - Soils Report
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Last modified
6/23/2022 1:32:37 PM
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6/23/2022 1:31:29 PM
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Soils Report
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1901 E Dyer Rd
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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-13 <br />Total depth: 2.71 ft, Date: 7/22/2015 <br />Cone Type: Vertek <br />Cone resistance qt <br />0--/.- 0 <br />Sleeve friction <br />0 <br />Pore pressure u Friction ratio <br />0-'0- <br />Soil Behaviour Type <br />Clay & silty clay <br />5-5-5-5-5- <br />10-10-10-10-10- <br />15-15-15-15-15- <br />20-20-20-20-20- <br />25-25-25-25-25- <br />30-30-30-30-30- <br />35-35-35-35-35- <br />40-40-40-40-40- <br />45-45-45-45-45- <br />50-50-50-50-50- <br />55- -55- -55- -55- -55- <br />60- 60-i 60- -60- -60- <br />- <br />65- 65-2 65-5 65-0- 65- <br />U U U ./ <br />70-70-70-70-70- <br />75-75-75-75-75- <br />80-80-80-80-80- <br />85-85-85-85-85- <br />90-90-90-90-90- <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 />115-115-115-115-115- <br />120-120-120-120-120- <br />125 ,:,,,,,,,125- <br />0 100 200 300 400 500 0 <br />Tip resistance (tsf) <br />1111111!1 125125 *i,i,",i•i' <br />2 4 6 8 10 -20 -10 0 10 20 30 40 <br />Friction (tsf)Pressure (psi) <br />111,1,1 <br />02468 <br />Rf (%) <br />125 1.1.I1I.1.1.11 <br />0 2 4 6 81012141618 <br />SBT (Robertson, 2010) <br />CPeT-IT v.1.7.6.42 - CPTU data presentation & interpretation software - Report created on: 8/10/2015, 11:38:40 AM O <br />Project file: C:\GroupDeltaSantaAna7-15\CPeT Data\Plot Data\Plots w-ha.cpt
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