Laserfiche WebLink
LOG SYMBOLS <br /> PERCENT FINER <br /> I BULK/BAG SAMPLE -4 THAN THE NO.4 SIEVE <br /> (ASTM Test Method C 136) <br /> ` PERCENT FINER <br /> MODIFIED CALIFORNIA SAMPLER -200 THAN THE NO.200 SIEVE <br /> (2-1/2 inch outside diameter) (ASTM Test Method C 117) <br /> r. CALIFORNIA SAMPLER LL (ASTM TestUID MethodD 4318) <br /> (3 inch outside diameter) <br /> STANDARD PENETRATION PLASTICITY INDEX <br /> SPLIT SPOON SAMPLER PI (ASTM Test Method D 4318) <br /> (2 inch outside diameter) <br /> a. CONSOLIDATED UNDRAINED <br /> CONTINUOUS CORE TXCU TRIAXIAL COMPRESSION <br /> (EM 1110-1-1906) <br /> ` SHELBY TUBE EI EXPANSION INDEX <br /> (UBC STANDARD 18-2) <br /> ITI] <br /> ROCK CORE COL COLLAPSE POTENTIAL <br /> WATER LEVEL <br /> (level where first encountered) UC UNCONFINED COMPRESSION <br /> (ASTM Test Method D 2166) <br /> WATER LEVEL <br /> (level after completion) <br /> SEEPAGE MOISTURE CONTENT <br /> MC (ASTM Test Method D 2216) <br /> GENERAL NOTES <br /> 1. Lines separating strata on the logs represent approximate boundaries only. Actual transitions may be gradual. <br /> 2. No warranty is provided as to the continuity of soil conditions between individual sample locations. <br /> L3.Logs represent general soil conditions observed at the point of exploration on the date indicated. <br /> L 4. In general, Unified Soil Classification System designations presented on the logs were evaluated by visual methods. <br /> a Where laboratory tests were performed,the designations reflect the laboratory test results. <br /> 0 <br /> N <br /> L � <br /> LOG KEY PLATE <br /> k4KLEI N FELDER PROPOSED RESIDENCE <br /> 27300 SOWLES ROAD <br /> LSAN JOAQUIN COUNTY. CALIFORNIA <br /> Dratted By G. GOMF PJo �7 �10i <br /> f1�tc .•rr.. _.. r'_.i _- i,.� ., <br /> L <br />