My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
3400 RIVERFRONT BLVD Geotech Report 2022-10-25
>
Address Records
>
RIVERFRONT BLVD
>
3400
>
Geotech Report
>
3400 RIVERFRONT BLVD Geotech Report 2022-10-25
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
10/25/2022 1:44:58 PM
Creation date
5/18/2021 12:03:18 PM
Metadata
Fields
Template:
Address Document
Street Name
RIVERFRONT BLVD
Street Number
3400
Notes
Report
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.
/
145
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
• <br /> • <br /> • <br /> MAJOR DIVISIONS SYMBOL SYMBOL GRAPH LETTER TYPICAL DESCRIPTION , <br /> ©C GW Well-Graded Gravels, Gravel-Sand <br /> AndGraVel Clean Gravels 4 n I]n Q n gw Mixtures. Little Or No Fines • <br /> Gravelly (little or no fines) • r <br /> Coarse Soils GP Poorly Graded Gravels,Gravel • <br /> - <br /> Grained I - I � i gp Sand Mixtures,Little Or No Fines <br /> Soils More Than 1 11 1 GM Silty Gravels,Gravel-Sand- • <br /> 50% Coarse Gravels With gm Silt Mixtures <br /> Fraction Fines(appreciable • <br /> Retained On amount of fines) O *I I GC Clayey Gravels,Gravel-Sand- <br /> No.4 Sieve gc Clay Mixtures • <br /> Sand , o ii o SW_____ Well-Graded Sands, Gravelly <br /> And Clean Sand o Q ' o Q_/ SW Sands, Little Or No Fines • <br /> Sandy (little or no fines) ... * • <br /> .i_ '- '- SQ Poorly-Graded Sands, Gravelly <br /> More Than Soils ?! _�`0; 4s` S Sands, Little Or No Fines <br /> 50% Material p <br /> Larger Than <br /> No.200 Sieve More Than <br /> 50% Coarse Sands With SM • <br /> Sm Silty Sands. Sand Silt Mixtures • <br /> Size Fraction <br /> Passing No.4 Fines(appreciable / • <br /> Sieve amount of fines) SC�C Clayey Sands, Sand-Clay Mixtures <br /> • <br /> ML <br /> Inorganic Silts&Very Fine Sands,Rock Flo(r,Silty <br /> )> ml Clayey Fine Sands;Clayey Silts w!Slight Plasticity • <br /> lts Liquid Limit j�/��� CL /cI Inorganic Clays Of Low To Medium Plasticity. • <br /> Grained And Less Than 50 //// CI •Gravelly Clays, Sandy Clays, Silty Clays, Lean <br /> Soils Clays l <br /> i I l I i I l I l I OL Organic Silts And Organic • <br /> I I I OI Silty Clays Of Low Plasticity <br /> MH Inorganic Silts, Micaceous Or Diatomaceous Fine <br /> More Than mh Sand Or Silty Soils <br /> 50% Material Silts • <br /> Smaller Than And Liquid Limit CI..I/ Inorgaric Clays Of High <br /> No.200 Sieve Clays Greater Than 50 .----- <br /> Size Ch Plasticity, Fat Clays. • <br /> / — <br /> / OH / Organic Clays Of Medium To High <br /> l f��/ Oh Plasticity, Organic Silts • <br /> i:_ `!r' . PT Peat, Humus, Swamp Soils • <br /> Highly Organic Soils \1, ‘(r, %i pt With High Organic Contents <br /> • <br /> Topsoil 'y 4,y 4, Humus And Duff Layer • <br /> "♦♦♦♦♦♦ • <br /> Fill ♦•�♦♦♦♦♦•♦♦♦ Highly Variable Constituents <br /> ♦♦♦ ♦♦ <br /> • <br /> The discussion in the text of this report is necessary for a proper understanding of the nature <br /> of the material presented in the attached logs. • <br /> DUAL SYMBOLS we used to Indicate borderline soil classification. • <br /> • <br /> C TORVANE READING,tsf I 2"O.D. SPUT SPOON SAMPLER • <br /> qu PENETROMETER READING,tsf <br /> W MOISTURE, %dry weight 24' I.D. RING OR SHELBY TUBE SAMPLER • <br /> P SAMPLER PUSHED <br /> * SAMPLE NOT RECOVERED i WATER OBSERVATION WELL • <br /> pcf DRY DENSITY, lbs.per cubic ft. • <br /> LL LIQUID LIMIT, % 2 DEPTH OF ENCOUNTERED GROUNDWATER <br /> PI PLASTIC INDEX DURING EXCAVATION • <br /> Y SUBSEQUENT GROUNDWATER LEVEL W/DATE • <br /> • <br /> • <br /> LEGEND � <br /> Earth Consultants Inc. • <br /> I <br /> I /It <br /> (,coe fulk.:il l�,}(n r'ar�.C.a,k,g(�-ti&l.rvirtruii,,,i.,l 5cxyuWS • <br /> Proj. No. 7989 'Date Dec. '00 I Plate Al • <br /> • <br />
The URL can be used to link to this page
Your browser does not support the video tag.