Laserfiche WebLink
ProProjj Number:ect Name: QFC2019 852 Fuel258A • �Station :- Key to Log of Boring <br /> ect - <br /> Client: The Kroger Company <br /> RILEYGROUP Sheet 1 of 1 <br /> ai <br /> U <br /> C <br /> it <br /> r <br /> ~' a) .N ° O <br /> a � = oaZ). >C. JU <br /> a)O a . <br /> a..... o 0aYA <br /> a) � ° o a) 0 <br /> u 0 n ci) .0 cc oC 0 C MATERIAL DESCRIPTION m COLUMN DESCRIPTIONS <br /> 1 Elevation(feet):Elevation(MSL,feet). © Recovery(%):Core Recovery Percentage is determined based on <br /> 2 Depth(feet):Depth in feet below the ground surface. a ratio of the length of core sample recovered compared to the <br /> 3 Sample Type:Type of soil sample collected at the depth interval cored interval length. <br /> shown. M <br /> USCS Symbol:USCS symbol of the subsurface material. <br /> ElSampling Resistance,blows/ft:Number of blows to advance driven Graphic Log:Graphic depiction of the subsurface material <br /> sampler one foot(or distance shown)beyond seating interval encountered. <br /> using the hammer identified on the boring log. p MATERIAL DESCRIPTION:Description of material encountered. <br /> ❑5 ROD(%):Rock Quality Designation is a relative index of the rock May include consistency,moisture,color,and other descriptive <br /> mass quality calculated by comparing the cumulative length of text. <br /> intact pieces of core exceeding 100 mm in length to the cored ® Moisture(%):Moisture,expressed as a water content. <br /> interval length. <br /> FIELD AND LABORATORY TEST ABBREVIATIONS <br /> CHEM:Chemical tests to assess corrosivity PI:Plasticity Index,percent <br /> COMP:Compaction test SA:Sieve analysis(percent passing No.200 Sieve) <br /> CONS:One-dimensional consolidation test UC:Unconfined compressive strength test,Qu,in ksf <br /> LL:Liquid Limit,percent WA:Wash sieve(percent passing No.200 Sieve) <br /> MATERIAL GRAPHIC SYMBOLS (�f <br /> IIAsphaltic Concrete(AC) (•j}{ th Silty SAND(SM) <br /> *X*: AF f; Poorly graded SAND(SP) <br /> •••• ...• <br /> • Poorly graded SAND with Silt(SP-SM) <br /> TYPICAL SAMPLER GRAPHIC SYMBOLS OTHER GRAPHIC SYMBOLS <br /> IP Auger sampler 1 CME Sampler I Pitcher Sample • <br /> Water level(at time of drilling,ATD) <br /> • Water level(after waiting) <br /> Bulk Sample Grab Sample 0 2-inch-OD unlined split <br /> SSS???SSS \ spoon(SPT) Minor change in material properties within a <br /> stratum <br /> Z3-inch-OD California w/ 2.5-inch-OD Modified Shelby Tube(Thin-walled, Inferred/gradational contact between strata <br /> brass rings California w/brass liners fixed head) <br /> Queried contact between strata <br /> GENERAL NOTES <br /> 1:Soil classifications are based on the Unified Soil Classification System.Descriptions and stratum lines are interpretive,and actual lithologic changes may be <br /> gradual.Field descriptions may have been modified to reflect results of lab tests. <br /> 2:Descriptions on these logs apply only at the specific boring locations and at the time the borings were advanced.They are not warranted to be representative <br /> of subsurface conditions at other locations or times. <br /> The Riley Group,Inc. <br /> 17522 Bothell Way NE,Bothell,WA 98011 <br />