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ARCHIVED REPORTS_XR0011731
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0541344
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ARCHIVED REPORTS_XR0011731
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Last modified
12/13/2019 1:26:39 PM
Creation date
12/13/2019 11:33:36 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011731
RECORD_ID
PR0541344
PE
2960
FACILITY_ID
FA0023692
FACILITY_NAME
GUARDINO & CRAWFORD
STREET_NUMBER
517
Direction
W
STREET_NAME
FREMONT
STREET_TYPE
ST
City
STOCKTON
Zip
95203
APN
13721410
CURRENT_STATUS
01
SITE_LOCATION
517 W FREMONT ST
P_LOCATION
01
QC Status
Approved
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EHD - Public
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CPT Interpretations Page W <br />' tooa 1 Ll <br /> 1 <br /> q l7 <br /> 1 <br /> 100 S� <br /> _ Zone Normalized Soil Behavior Type <br /> 11 0 sensitive fine grained <br /> > 2 ■ organic material <br /> 3 ■ clay to silty clay <br /> 4 M Clayey silt t0 silty clay <br /> 1 F 5 silty sand to sandy silt <br /> c 5 6 clean sands to silty sands <br /> U <br /> '10 7 gravelly sand to sand <br /> B 6S very strif sand to clayey sand <br /> N 9 very stiff fine grained <br /> m <br /> E <br /> 0 <br /> Z <br /> t <br /> 0 1 1 10 <br /> Normalized Friction Ratioqt 16vo x 100% <br /> 1 Figure 2 Normalized Behavior Type Classification Chart <br /> 1 Table 2 References <br /> 1 No References <br /> 1 Robertson, P K,Campanella R G Gillespie, D and Greig J , 1986,"Use of Piezometer Cone <br /> Data",Proceedings of InSitu 86 ASCE Specialty Conference, Blacksburg Virginia <br /> 1 2 Robertson, P K, 1990 "Sod Classification Using the Cone Penetration Test",Canadian Geotechnical <br /> Journal,Volume 27 <br /> 3 I Robertson P K and Fear,C E 1998 "Evaluating cyclic liquefaction potential using the cone <br /> ' II penetration test" Canadian Geotechnical Journal 35 442-459 <br /> 4 Robertson P K and Wnde,C E , 1998 "Cyclic Liquefaction and its Evaluation Based on SPT and <br /> CPT", NCEER Workshop Paper January 22, 1997 <br /> 1 5 Lunne,T, Robertson,P K and Powell,J J M, 1997,°Cone Penetration Testing in Geotechnical <br /> Practice,"Blackie Academic and Professional <br /> ' Plewes,H D,Davies,M P and Jefferies M G, 1992, "CPT Based Screening Procedure for <br /> 6 Evaluating Liquefaction Susceptibility",45th Canadian Geotechnical Conference,Toronto, <br /> Ontario,October 1992 <br /> Jefferies M G and Davies,M P, 1993 "Use of CPTu to Estimate equivalent Neo",Geotechnical <br /> 7 <br /> ' Testing Journal, 16(4) 458-467 <br /> 8 Been,K and Jefferies, M P, 1985,"A state parameter for sands",Geotechnique 35(2) 99-112 <br /> jSchmertmann 1977,"Guidelines for Cone Penetration Test Performance and Design", Federal <br /> 9 <br /> ' I Highway Administration Report FHWA-TS-78-209,U S Department of Transportation <br /> 10 Proceedings of theNCEER Workshop on Evaluation of Liquefaction Resistance of Sods,Salt <br /> LakeCity 1996 Chaired by Leslie Youd <br /> 1 <br /> CONE EC <br /> 1 CPTSUMM-MethodsV122a—Rev 06-30-2004 ��� <br />
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