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Project: Summit Brick Key to Log of Boring <br /> Project Location: Hudson & 13th St., Pueblo, CO Sheet 1 of 1 <br /> Project Number: 20-8315 <br /> C <br /> m <br /> � N <br /> w ^ E T <br /> H Z rn F— � <br /> N C f6 U <br /> > L <br /> > n E E E �' m <br /> w 0 to � � a : MATERIAL DESCRIPTION REMARKS AND OTHER TESTS <br /> 1 2 3 4 5 6 7 8 9 <br /> COLUMN DESCRIPTIONS <br /> 1MElevation(feet):Elevation(MSL,feet). e6 Material Type:Type of material encountered. <br /> 2 Depth(feet):Depth in feet below the ground surface. 7 Graphic Log:Graphic depiction of the subsurface material <br /> 3 Sample Type:Type of soil sample collected at the depth interval encountered. <br /> shown. ® MATERIAL DESCRIPTION:Description of material encountered. <br /> 4 Sample Number:Sample identification number. May include consistency,moisture,color,and other descriptive <br /> 151 Sampling Resistance,blows/ft:Number of blows to advance driven text. <br /> sampler one foot(or distance shown)beyond seating interval ❑9 REMARKS AND OTHER TESTS:Comments and observations <br /> using the hammer identified on the boring log. regarding drilling or sampling made by driller or field personnel. <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 <br /> 0 Lean CLAY,CLAY w/SAND,SANDY CLAY(CL) <br /> TYPICAL SAMPLER GRAPHICI SYMBOLS OTHER GRAPHIC SYMBOLS <br /> EAuger sampler CME Sampler ' Pitcher Sample Y Water level(at time of drilling,ATD) <br /> 111 Pd 2-inch-OD unlined split Water level(after waiting) <br /> KN Bulk Sample Grab Sample spoon(SPT) Minor change in material properties within a <br /> stratum <br /> 3-inch-OD California w/ ' 2.5-inch-OD Modified M Shelby Tube(Thin-walled, Inferred/gradational contact between strata <br /> brass rings California w/brass liners V v fixed head) <br /> ? Queried contact between strata <br /> GENERAL NOTES <br /> 0 <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 /> E 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 /> a of subsurface conditions at other locations or times. <br /> E <br /> E <br /> m <br /> c <br /> 0 <br /> n <br /> E <br /> d <br /> F- <br /> U <br /> O <br /> i0 <br /> l6 <br /> � g <br /> 3 <br /> N <br /> J <br /> d <br /> N <br /> A <br /> U <br /> m <br /> U <br /> Figure B-1 <br />