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4704 HARBOR LN 2018-01-02 MF Import
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4704 HARBOR LN 2018-01-02 MF Import
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Last modified
2/10/2022 3:06:50 PM
Creation date
2/20/2017 10:23:22 PM
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Address Document
Street Name
HARBOR LN
Street Number
4704
Imported From Microfiche
Yes
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0 <br />16 o y <br />o <br />oZ <br />re <br />oa <br />n <br />A101-gr5ded grave) and <br />gravel wi'.h sand. GGIe 10 <br />no fines <br />Poorly -graded gravel <br />V1 ` ° FP and gravel wMh sand, <br />° fir.le iC no fines <br />gavel and silty <br />el wish sand <br />Ciayr/ gravel aryl <br />Ge clayey gi e•.Rf with send <br />nd Wih gravel, little <br />no fines <br />IPoody-graded sd <br />sP anand sand with gravel, <br />fittle to no fines <br />Silty sand and <br />5rd silly sand With <br />gravel <br />Clayey sand and <br />Sr clayey sand vilh gravel <br />Silt, sandy silt, gravelly s11, <br />f''t silt vilh sand or gravel <br />%/ Clay of low to medttrn <br />ct plasftcity, stiy, sandy, or <br />gravelly clay, lean clay <br />Organic clay or silt of low <br />gt plasticity <br />laslic silt. C a)rey gift, silt <br />rdH with micaceous or <br />rGdDmaceous fine sand or <br />CH Isandy or gravely clay, fa: <br />elaytvih sand or oravel <br />Organic clay or silt of <br />DH medium to h)oh <br />1plasticity <br />I Peal, muck and other <br />PT highly organic 56115 <br />Terms Describing Relative Density and Consistent <br />Density <br />SPTmblowstfoot <br />Vey Loose <br />0104 <br />Coarse- <br />Loose <br />a to 10 <br />Grained Soils <br />Medum Dose <br />1010 30 <br />Test Symbols <br />Dense <br />331050 <br />G Grain SL+r <br />Very Derre <br />> SD <br />M - Moisture Content <br />Cons(stC-ncy <br />S PTmolW--Root <br />A - A.7erberg L"s <br />Very Soft <br />D l0 2 <br />C - Chamical <br />Fine- <br />Soft <br />2104 <br />DD - D'y Demily <br />Grained Sas <br />Medan SH <br />4108 <br />K - Per.. abBAy <br />S;try <br />B to 15 <br />Very Stiff <br />1510 30 <br />Hard <br />>30 <br />Component DeFinitions <br />0^SCriplly Tenn <br />_hie Rance and Sieve Number <br />SDulders <br />Larger iho, l2' <br />Cobbles <br />3'101V <br />Gravel <br />3' to No, A(<,75 rnm) <br />Coarse Gravel <br />3' l0 W4' <br />Fm Gravel <br />314'to No. i (4.75 mm) . <br />Said <br />No. 4 (4.75 mm) to No. 2D0 (0.075 mm) <br />Coarse Sand <br />140.4 (435 rim) to No. 10 (2.00 mm) <br />Medium Send <br />No, I (2.D'0 m) to No. 40 (C.t25 rmi) <br />Fine Sand <br />No. 40 (0.425 nvn)10 No. 200 (0.075 mn) <br />Sit and pay <br />Smaller than No. 20D (0.075 mrn) <br />MEstimated Percentage <br />Percentage by <br />COmponent Weleht <br />Trace c5 <br />Few 51010 <br />We 151025 <br />Kch •Non -primary coarse <br />constituents: 0, 15% <br />• Fines content between <br />5% and 15% <br />Moisture Content <br />Dry- Absence of mdshxa. <br />dusty, dry 10 the Iwh <br />sl ghily M01s1- Perctpicle <br />caislura <br />Moist - Dvnp bit, no visNn <br />water <br />Vsy Mast - Water vsVe bxd <br />not free drab-ing <br />Wel - Visible tree water, usually <br />lror betsvwalw table <br />Symbols <br />B1vAsYo of <br />Sampler portion of G <br />Cement grW <br />Type <br />/ <br />su-lera seal <br />Sampler Tyme <br />2 rtOD <br />" <br />Benlaile <br />Spoon : Deseri 1!on (•t <br />seal <br />Sampler 3.0' OD Spill-Sp001 Sampler <br />'. Fire, pasA weh <br />(SFn 3.25'00 Spfd-Spoon Ring Sampler N <br />Nankuymp <br />Bulk sample t• r <br />3.0'OD 71u-r-K'aATuba Sarp <br />sr8 <br />'• Sceened ramp <br />` (mludargShelby tube) <br />;aH;d3p <br />':wehfaapt-k <br />Grab SeNle <br />;- End cap <br />o Portion not recovered <br />D1 Fereenage try dry weight <br />M (SP1) Standard PenehaliDn Test <br />(ABTA D1SBa <br />ill to General Accordance wish <br />Slarsdard Practice for Descaip53ri <br />and Identiroallon d Suits (AM P2403) <br />1`r Depth of ground wafer <br />ATD - Al time of drilling <br />y Stafi: wile: keel (dale) <br />n Combined USCS symbols used for <br />fines between S% and 15% <br />CA'Wrintions Of sOlt h LNs repon are bated en visual field arwWor bbere'aryebtena:ias, whlch hide d6n Mmns'slanq, r=isture M,4tio-%, ";n tte, and <br />-' plaslidy esiimaltt and sAauld nor be ransirued to triply field a rabentoy lestirg unkis presented heneh\Ssual-manual ara/lor laboratory dat0=35m <br />methads of ASTIR D-2a,7 en' D.2e53 were used as an iderJtrcaaan puU'e For the U-.rr*d Sol Classi5a5m system <br />0 <br />a <br />g <br />Associated Earth Sciences, Inc. <br />t EXPLORATION LOG KEY <br />�• th <br />
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