Laserfiche WebLink
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-3 <br />Total depth: 54.18 ft, Date: 7/29/2015 <br />Cone Type: Vertek <br />Cone resistance qt <br />0 <br />bl <br />Sleeve friction Pore pressure u Friction ratio <br />2 <br />26-1, <br />0 0 <br />2-2- <br />4-4- <br />6-6- <br />8-8- <br />10-10- <br />12-12- <br />14-14- <br />16-16- <br />18-18- <br />20-20- <br />22-22- <br />24-24- <br />26-26- <br />28-128- <br />O 30-030- <br />32-32- <br />Soil Behaviour Type <br />-J Sand & silty sand <br />L- { <br />22- <br />24- <br />0 0 <br />2-2 <br />4-4 <br />6- <br />8- <br />10- <br />12- <br />14- <br />6 <br />8 <br />10 <br />12 <br />14 <br />16 <br />18 <br />Clay <br />Clay & silty clay <br />Clay <br />Clay <br />Clay & silty clay <br />16- <br />18- <br />20- <br />22- <br />Clay <br />Clay & silty clay <br />Sand & silty sand <br />22-Clay <br />030-< <br />32- l, <br />34- <br />36- <br />38- <br />24-24- <br />26-26- <br />28- *28- <br />O 30- <br />32- <br />34- <br />O 30 <br />32 <br />34 <br />36 <br />Clay & silty clay <br />Clay & silty clay <br />Clay & silty clay <br />Clay & silty clay <br />Clay <br />Clay & silty clay <br />34- <br />36-36-36- <br />38-38- <br />40-40- <br />42- 42- <br />44- <br />46-46- <br />48- r'48- <br />50- 50- <br />52- <br />54- /54- <br />-20 0 20 40 60 80 ( <br />38- <br />40- <br />42- <br />44- <br />46- <br />Clay34- <br />Clay & silty clay <br />Silty sand & sandy silt <br />Silty sand & sandy silt <br />Silty sand & sandy silt <br />Clay & silty clay <br />40- <br />42- <br />44- <br />46- <br />42- <br />44- <br />46-;, <br />48 <br />5 <br />52 <br />54 <br />0246 <br />Sand & silty sand <br />48-48- CI- <br />50-50- <br />52-52- <br />54-r 54- <br />2 4 6 8 <br />Rf (%) <br />Silty sand & sandy silt <br />Sand <br />Sand <br />Silty sand & sandy silt <br />Silty sand & sandy silt <br />Clay & silty clay <br />Clay <br />Clay <br />Very dense/stiff soil <br />Clay <br />11I.1.lilli <br />0 100 200 300 400 500 02468 8 10 12 14 16 18 <br />Tip resistance (tsf)Friction (tsf)Pressure (psi)SBT (Robertson, 2010) <br />CPeT-IT v.1.7.6.42 - CPTU data presentation & interpretation software - Report created on: 7/31/2015,4.22:00 PM O <br />Project file: C:\GroupDeltaSantaAna7-15\CPeT Data\Plot Data\Plots ltd.cpt