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CD <br />I <br />u7 <br />0 <br />N <br />C <br />N <br />C_ <br />v <br />E <br />3 <br />0 <br />3 <br />Q) <br />C <br />V) <br />m <br />I- <br />O <br />0) <br />L_ <br />m <br />T <br />U <br />0 <br />i <br />0 <br />N <br />W <br />CD <br />U <br />M <br />0 <br />N <br />U <br />W N <br />N <br />0- 0 <br />Ln <br />CD <br />N <br />J J <br />REFERENCE: CALTRANS SOIL & ROCK LOGGING, CLASSIFICATION, AND PRESENTATION MANUAL (2010) <br />ymbol Hole <br />Type <br />� A <br />Size <br />R <br />Size R W <br />RC <br />P <br />R <br />in <br />H D <br />HA <br />• D <br />CPT <br />0 <br />CEM EN TATI CDN <br />Description Criteria <br />Weak Crumbles or breaks with handling or <br />little finger pressure. <br />Moderate Crumbles or breaks with considerable <br />finger pressure. <br />Strong Will not crumble or break with finger <br />pressure. <br />BOREHOLE IDELNTIFICATION <br />Description <br />Auger Boring (hollow or solid stem <br />bucket) <br />Rotary drilled boring (conventional) <br />Rotary drilled with self -casing wire -line <br />Rotary core with continuously- sampled, self -casing wire -line <br />Rotary percussion boring (air) <br />Rotary drilled diamond core <br />Hand driven (1--inch soil tube) <br />Hand Auger <br />Dynamic Cone Penetration Boring <br />Cone Penetration Test (ASTM D 5778) <br />Other (Geoprobe) <br />Note: Size in inches. <br />0 <br />� Hole I.D. <br />Top Hole El. ;4„ <br />�a Description of material <br />-7 <br />16 1.4 U uw l M uu =---Field & Lab Tests <br />°F GWSElev. <br />Date measured <br />TMaterial change <br />Estimated material change <br />Soil/Rock boundary <br />Boring Date <br />Terminated at Elev <br />Hammer Energy Ratio (ER i) _ % <br />ROTARY BORING' <br />NOTE: <br />THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD <br />DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. <br />SURVEY REVISION DESCRIPTION <br />DATUM: <br />FILE No. <br />Casing driven <br />Size of Sampler <br />(inches) <br />SPT N-Value <br />(per ASTM 1586-99), <br />P = push sample, <br />or as noted <br />Casing driven <br />Size of Sampler <br />(inches) <br />SPT N-Value <br />(per ASTM 1586-99), <br />P = push sample, <br />or'as noted <br />BY DATE <br />0 <br />--- i Hole I.D. <br />Top Hole El.vi <br />�o v <br />Description of material <br />,a <br />16 1.4 6 uw M uu ---Field & Lab Tests <br />GWSElev. <br />Date measured <br />Material change <br />Estimated material change <br />Soil/Rock boundary <br />Boring Date <br />Terminated at Elev <br />Hammer Energy Ratio (ER i) _ % <br />AUGER BORING <br />SCALE <br />HORIZONTAL: <br />VERTICAL: <br />1 <br />INCHES <br />I 10 20 3' 4I 51 <br />MILLIMETERS <br />PREPARED BY DATE <br />DRAWN: G. Gomez 6-30-15 <br />FIELD B. Campbell/A. Killinger 6-30-15 <br />INVESTIGATION <br />BY: <br />CHECKED: C. Henderson 6-30-15 <br />APPROVED: 0. Brown 6-30-15 <br />FILE NO. <br />Description <br />Very Soft <br />Soft <br />Medium Stiff <br />Stiff <br />Very Stiff <br />Hard <br />CON <br />Shear Strength <br />(tsf) <br />Less than 0.12 <br />0.12 - 0.25 <br />0.25 -- 0.5 <br />Greater than 2 <br />0 <br />0 <br />I <br />Top Hole EI. <br />Size of sampler <br />(inches) <br />DIST COUNTY ROUTE POST MILESII SHEET TOTAL <br />TOTAL PROJECT No SHEETS <br />10 Si `oCal <br />6/30/15 -�- <br />GEOTECHNICAL PROFESSIONAL DATE <br />Carl Henderson <br />0 2886 <br />PLANS APPROVAL DATE x <br />EXPJune JO, 2017 <br />The State of California or its officers or agents OTECHW� <br />shall not be responsible for the accuracy on >� � <br />completeness of scanned copies of this plan sheet. ` CAL ~F�' <br />Klein felder, Inc. <br />2001 Arch -Airport Rd., Suite 100 <br />Stockton, CA. 95205 <br />ISTENC),` OF COHESVE SOUS <br />Pocket <br />Penetrometer Torvane_ <br />Measurement, PP, (tsf) Measurement, TV, (tsf) <br />Less than 0.25 <br />0.25 - 0.5 <br />2 - 4 <br />Greater than 4 <br />NO CHANGES <br />on. AooWAa <br />AS -BUILT <br />RnkWt Evehmm - Mauro Rkwa, P.E. <br />SVuan Rapraawft#ve--/O/a�A Rrano■o.�yP 6. <br />1 1 1 1 fl <br />1.1 o°o�°c �`�-Description of material <br />77. <br />1.1 <br />, i a X G W`. <br />D( <br />1.1 M <br />E� <br />1.1 <br />- Sc <br />Boring Date <br />Terminated at Elev <br />GEOPROBE <br />Less than 0.12 <br />0.12 - 0.25 <br />0.25 - 0.5 <br />0.5 - 1 <br />1 - 2 <br />Greater than 2 <br />Vane Shear <br />Measurement, VS, (tsf) <br />Less than 0.12 <br />0.12 - 0.25 <br />0.25 - 0.5 <br />0.5 - 1 <br />1 - 2 <br />Greater than 2 <br />0 <br />C) Hole I.D. <br />0 <br />Top Hole El. -' <br />Pressure measured <br />along sleeve friction <br />element (34.88 in <br />2 Pressure measured <br />area) divided by on tip element <br />pressure measured (2.33 in2 area <br />on tip element. <br />6 4 2 0 10 20 30 <br />Friction Ratio (%) Tip Bearing (Tsf) <br />Boring Date <br />Terminated at Elev <br />TE <br />C;C)NE PE1�,IRAT101v�1 '�T (���PT) CC>RI��JG <br />ET <br />.. tl af�•>. mow''-F kg k b X �. ".Rn n <br />Cli,­] <br />y E wry i 3y a, x r ggy <br />�.. �. 4 <br />V E <br />fu'NRY AVE BRIDGE O V r< � t"'° g €°" I f 4 s AL 'REPLACE' <br />� / f, <br />SO LEGEND No, 1 <br />DRAWING <br />S- 31 1 <br />OF <br />S-313 <br />SHEET <br />174 OF 176 <br />