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Report of Geotechnical Exploration & Review-2013
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Report of Geotechnical Exploration & Review-2013
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Last modified
8/22/2023 4:11:04 PM
Creation date
9/9/2016 1:19:48 PM
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House Number
1105
Street Name
Ferndale
Street Type
Road
Street Direction
West
Address
1105 Ferndale Rd W
Document Type
Misc
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0211723430033
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Appendiz A <br /> Geotechnical Field Exploration and Testing <br /> Report No. O1-05798 <br /> The boring logs include descriptions of apparent geology. The geologic depositional origin of each soil layer is interpreted <br /> primarily by observation of the soil samples, which can be limited. Observations of the surrounding topography, vegetation, and <br /> development can sometimes aid this judgment. <br /> A.4 WATER LEVEL MEASUREMENTS <br /> The ground water level measurements are shown at the bottom of the boring logs. The following information appears under <br /> "Water Level Measurements"on the logs: <br /> • Date and Time of ineasurement <br /> • Sampled Depth:]owest depth of soil sampling at the time of ineasurement <br /> • Casing Depth:depth to bottom of casing or hollow-stem auger at time of ineasurement <br /> • C3ve-in Depth:dopth at which measuring tape stops in the borehole <br /> • WSte['LeVel: depth in the borehole where free water is encountered <br /> • Drilling Fluid Level:same as water Levet,except that the liquid in the borehole is drilling fluid <br /> The true location of the water table at the boring locations may be different than the water levels measured in the boreholes.This is <br /> possible because there are several factors that can affect the water level measurements in the borehole. Some of these factors <br /> include: permeability of each soil layer in profile, presence of perched water, amount of time between water level readings, <br /> presence of drilling fluid,weather conditions,,and use of borehole casing. <br /> A.5 LABORATORY TEST METHODS <br /> A.5.1 Water Content Tests <br /> Conducted per AET Procedure O1-LAB-010,which is performed in general accordance with ASTM:D2216 and AASHTO:T265. <br /> A.5.2 Sieve Analysis of Soils(thru#200 Sieves) <br /> Conducted per AET Procedure O1-LAB-040,which is performed in general conformance with ASTM:D6913,Method A. <br /> A.6 TEST STANDARD LIMITATIONS <br /> Field and laboratory testing is done in general conformance with the described procedures. Compliance with any other standards <br /> referenced within the specified standard is neither inferred nor implied. <br /> , A.7 SAMPLE STORAGE <br /> Unless notified to do otherwise,we routinely retain representative samples of the soils recovered from the borings for a period of <br /> 30 days. <br /> Appendix A-Page 2 of 2 AMERICAN ENGINEERING TESTING,INC. <br />
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