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FIELD DOCUMENTS
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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2900 - Site Mitigation Program
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PR0537701
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Entry Properties
Last modified
2/6/2019 3:26:01 PM
Creation date
2/6/2019 3:15:09 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0537701
PE
2950
FACILITY_ID
FA0021725
FACILITY_NAME
SJCPW - BENJAMIN HOLT
STREET_NUMBER
0
Direction
W
STREET_NAME
BENJAMIN HOLT
STREET_TYPE
DR
City
STOCKTON
Zip
95207
APN
ROW
CURRENT_STATUS
01
SITE_LOCATION
800 W BENJAMIN HOLT DR
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
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GRAIN SLZE Munsell Color <br /> DESCRIPTION SIEVE GRAIN APPROXIMATE NAME I <br /> SIZE SIZE SIZE Red <br /> Boulders >12 in.(304.8 mm.) >121n.(304.8 mm.) Larger than basketball-sized Yellow Red <br /> Cobbles 3-12 in.(76.2-304.8 mm. 3-12 in.(76.2-304.8 mm.) Fist-sized to basketball-sized Yellow <br /> Doane 3/4-3 in.(19.76.2 mm.) 3/4-3 in.(19.78.2 mm.) Thumb-sized to fist-sized Green Yellow <br /> Gravel few #4.3/4 in.(#4-19 mm.) 0.19-0.75 In.(4.8-19 mm.) Pea-sized to thumb-sized <br /> Green <br /> versa #10-#4 0.079-0.19 in. 2-4.9 mm. Rock salt-sized to pea-sized O Blue Green <br /> Sand medium #40-#10 0.017-0.079 In.(0.43-2 mm.) Sugar-sized to rock salt-sized O Blue <br /> fires #200-#70 .0029-0.017 In,(0.07-0.43 mm) Flour-sized to sugar-sized a Pte Blue <br /> Files Passing#200 <0.0029 in.(-0,07 mm.) Flour-sized and smaller Pu Ie <br /> Red Pu Ie <br /> ANGULARITY <br /> DESCRIPTION CRITERIA <br /> Angular Particles have sharp edges and relatively plane <br /> n iehed surfaces <br /> Subangular ilthk mar <br /> to angular description but have <br /> rounded edges _ <br /> Subroundad Particles have neany plane sides but have O O O <br /> wal4roundad corners antl ed as <br /> Rounded Pr6des have smoothly curved sides and no edges Rounded Subrounded Suban ular Angular <br /> ELW31GW MOISTURE CONTENT <br /> DESCRIPTION LL FIELD TEST DESCRIPTIONi FIELD TEST <br /> A 1/8-in.(3 mm.)thread cannot be rolled at D Absence of moisturedusty,d to the touch <br /> ROR-Pltta#o NP an wafer content. <br /> Moist Oem but no vislbie water <br /> The thread can barely be rolled and the lump <br /> L"tL) <30 or thread cannot be farmed when drlerthan Ne Wel Visible free water,usually soil is below walertabl <br /> Z plastic lima. <br /> g The thread Is easy to roll and not much time <br /> a Is required to reach the plastic limit REACTION WITH HYDROCHLORIC ACID <br /> of Madfum(fA) 30-50 The thread cannot be rerolled after reaching <br /> w the plastic limit. The turn or thread crumbles DESCRIPTION FIELD TEST <br /> when drier than the plastic limit None No visible reaction <br /> If takes considerable time rolling and kneading Weak Some reaction,with bubbles forming slowly <br /> t0 reach the plastic limit The thread can be <br /> H10(iM >30 rerolled several times after reaching the plastic Strong Violent reaction,with bubbles forming immediately <br /> o limit The lump or thread can be formed without <br /> w crumbling when drier than the plastic limit <br /> ro <br /> w <br /> $ APPANiMT I er.ATIVE DENSITY-COARSE-GRAINED SOIL CONSISTENCY-FINE-GRAINED SOIL <br /> APPARENT MODIFIED CA CALIFORNIA RELATIVE UNCONFINED <br /> m DENSITY SPT-N® SAMPLER SAMPLER DENSITY CONSISTENCY STRENGTHCOMPRESOSuVE CRITERIA <br /> tp tEbkms/fi) (#blows/N (#bimvsm) I (%) <br /> Very Loose y <4 <5 0-15 Very Soft <1000 Thumb will penetrate soil more than 1 in.(25 mm.) <br /> w Soft 1000-2000 Thumb will penetrate soil about 1 in. 25 mm. <br /> Looe 4-10 5-12 5-15 15-35 <br /> of Medium 10-30 12-35 75-40 35-83 Firm 2000-4000 Thumb will indent soil about 1/4-in.IS mm.) <br /> OsensiDense 30-50 35-60 40-70 65-85 Hard 4000-8000 Thumb will not indent soil but readily indented with thumbna l <br /> F� Very Dense >50 >80 -70 85-100 Very Hard >8000 Thumbnail will not Indent soil <br /> ? NOTE:AFTER TERZAGHI AND PECK,1948 <br /> 01 <br /> 3TRl1CTUR£ CEMENTATION <br /> DESCRIPTION CRITERIA DESCRIPTION FIELD TEST <br /> w Alternating layers of varying material or color with layers Crumbles or breaks with handling or slight <br /> StabfiedWeakly finger pressure <br /> at least 1/4-In,Nick note thickness <br /> Laminated Alternating layers of varying material or colorwith the layer Moderately Crumbles or breaks with considerable <br /> less than 1/4-in.thick Oeratey <br /> note thickness finger pressure <br /> Fissvod Breaks along definite planes of fracture with line resistance Strongly Will not crumble or break with finger pressure <br /> to fracturing <br /> 3 Slickensided Fracture planes appear polished or glossy,sometimes striated <br /> Block Cohesive soil that can be broken down Into small angular <br /> E Y lumps which resist further breakdown <br /> Lensed Inclusion of small pockets of different soils,such as small lenses <br /> of sand scattered through a mesa of clay;note thickness <br /> Homogeneous Same color and appearance throughout <br /> fn <br /> 3� <br /> \ <br /> PROJECT NO.; 133385.4SOIL DESCRIPTION KEY PLATE <br /> DRAWN BY: G.G. <br /> ryrKL lNFELDJER CHECKED BY: D.H. BENJAMIN HOLT DRIVE A-2 <br /> J <br /> u, Bright People.Right Solution. DATE: 4/17013 IMPROVEMENT PROJECT <br /> GETTYSBURG PLACE TO PACIFIC AVENUE <br /> �"'� REVISED: STOCKTON,CALIFORNIA <br />
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