My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2621 ROCKEFELLER AVE Geotech Report 2022-10-25
>
Address Records
>
ROCKEFELLER AVE
>
2621
>
Geotech Report
>
2621 ROCKEFELLER AVE Geotech Report 2022-10-25
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
10/25/2022 2:04:54 PM
Creation date
4/5/2022 3:56:28 PM
Metadata
Fields
Template:
Address Document
Street Name
ROCKEFELLER AVE
Street Number
2621
Address Document Type
Geotech Report
Imported From Microfiche
No
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
43
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
i <br /> SOIL CLASSIFICATION CHART ADDITIONAL MATERIAL SYMBOLS <br /> i .MAJOR DIVISIONS SYMBOLS TYPICAL SYMBOLS TYPICAL <br /> GRAPH LETTER DESCRIPTIONS GRAPH Lt I i tK DESCRIPTIONS <br /> I D"UL —. <br /> WELLTADED GRAVEL.GRAVEL. -,y•,• <br /> GRAVEL GCL ELS �C c GW SANOLSRYLNES - •, CC Cement Concrete <br /> AND n� <br /> GRAVELLY RAVELS <br /> OR NO NNW DOO oOC GP POORLY-GRADED GRAVELS, <br /> • <br /> SOILS D o o GRAVEL••SAND MIXTURES <br /> AC Asphalt Concrete <br /> O <br /> COARSE GRAVELS WITH a GM y�LTa,°n •0RAva. "N0 CR Crushed Rock/ <br /> GRAINED Mor+ETHAN sa% FINES. <br /> 1/1 SOILS OF COARSE Quarry Spells <br /> FRACTION <br /> RETAINED ON NO. (APPRECASLfi M(cUNY CLAYEY GRAVELS GRAVEL•SAND. <br /> 1 4 SIEVE OFFINES) C7�i NdYM87URES <br /> To saiU <br /> wELL°RADGo SANDS' <br /> G <br /> RAVELL <br /> Y <br /> Is <br /> Forest Duff/Sod <br /> 11 rt FAN SANDS SW s <br /> MORE Rumen ON <br /> SAND <br /> AND SJTTLEo va+r:sy- <br /> 2SSIIEVEE ON No. SANDY • SP GGRRAVELLLYYSAADND v7 - <br /> SOILS Measured groundwater level in <br /> exploration,well,or piezometer <br /> MORE TWIN 50% SANDS WITH SM SILTY SANDS,SAND•SILT GOF FRAroundwater FINES "exTUREs exploration observed at time of <br /> ON <br /> • <br /> PASSING No.4 tAPPReeuSLE AMOUNT <br /> ' SC CLAYEY SANDS.SAND-CLAY — p <br /> SIEVE of FINES) JAXT = Perched water observed at time of <br /> exploration <br /> INORGANIC SWIT ROCK FLOUR. . <br /> ML �+�sLTs WITH SLIGHT W Measured free product in well or <br /> PLASTICITY <br /> SILTS / INOR4WIcCLAYS OF LOW TO — piezometer <br /> MEDIUM PLAsnCITY,GRAVELLY <br /> 11 FINE AND Sys / CL CLAYS.SANDY CLAYS.SILTY CLAYS. <br /> GRAINED CLAYS0 LIMIT / reANeura . <br /> SOILS THAN 50 <br /> OL ORGAISC aIlTB AND ORGANIC . <br /> SILTYCLAVSOFLOWPLASTCITY Stratigraphic Contact <br /> INORGANIC SILTS•MICACEOUS OR <br /> MORE THAN 50% <br /> HI MH ' DIAroMACEOJJS SILTY SOILS geologic units contactDistinct between soil strata or <br /> PASSING NO.200 1 g g <br /> SIEVE SILTS //' /� Gradual change between soil strata or <br /> LIQUID LIMIT INORGANIC CLAYS OF HIGH J g <br /> CLAYS GREATERTHAN 50 GH PLAsnan geologic units_ oaoAwcctarsANoslLrsoF —..�.., Approximate location of soil strata <br /> OH MEauMTorRGHPLAsnaTv change within a geologic soil unit <br /> DT PEAT HUMUS.SWAMP SOILS WITH . <br /> HIGHLY ORGANIC SOILS . . HIGH ORGANIC CONTENTS • <br /> I NOTE: Multiple symbols are used to indicate borderline or dual soil classifications <br /> Laboratory/Field Tests <br /> Sampler Symbol Descriptions OAF Percent fines <br /> AL Atterberg limits <br /> ■ 2.4-inch I.D.split barrel CA Chemical analysis <br /> CP Laboratory compaction test <br /> Standard Penetration Test(SPT) CS Consolidation test <br /> DS Direct shear <br /> C Shelby tube HA Hydrometer analysis <br /> MC Moisture content <br /> i . . 8 <br /> Piston MD Moisture content and dry density <br /> OC Organic content <br /> Direct-Push PM Permeability or hydraulic conductivity ij PP Pocket penetrometer <br /> 1 <br /> Bulk or grab SA Sieve analysis <br /> . E • VS Triaxial compression <br /> UC Unconfined compression <br /> VS Vane shear • <br /> Blowcount is recorded for driven samplers as the number <br /> of blows required to advance sampler 12 inches(or Sheen Classification <br /> distance noted). See exploration log for hammer weight and drop. NS No Visible Sheen <br /> SS Slight Sheen <br /> A"P"indicates sampler pushed using the weight of the MS Moderate Sheen <br /> drill rig. HS Heavy Sheen <br /> 1/ - NT Not Tested <br /> NOTE: The reader must refer to the discussion in the report text and the logs of explorations for a proper understanding of subsurface conditions. <br /> Descriptions on the logs apply only at the specific exploration locations and at the time the explorations were made;they are not warranted to be <br /> representative of subsurface conditions at other locations or times. <br /> KEY TO EXPLORATION LOGS <br /> 11 Figure A-'t <br /> GEQENGINEERS Fi 9 <br />
The URL can be used to link to this page
Your browser does not support the video tag.