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OG <br />�F <br />FF <br />�J.l2ZT_!!7%��C//IS.1t!•iJlt!%J!r/.Z7.lIlO.lS!LX"113.LY7�Er>7LTd <br />BENCH MARK To Frontage Rd <br />Fnd PK Nail Elev 28.78' „ „ \ \� <br />14.66 Ft Rt Munford Ave MUN � i ne \:\. MUNFORD, AVE <br />Sto +15.751 <br />NGVD29 31+00 N 72008'27" E '-A 32+00 <br />\\ �\ RC -10-001 <br />To Mariposa Rd <br />�\ 4,5 <br />Existing Bridge �\ <br />F` No. 29C-0377 <br />? • _, :l_' : CZZL7. !7Z Z117.LT/17Lrl1".�LT.1171T7T11T. L"_T117. LTtl7.L\!�!1 iZ ITJ:t1l <br />+ <br />N 42 <br />0JPLAN <br />V)z 1" = 10' <br />COUNTY I ROUTE ITOTAL PROJECT ' No SHEET' <br />Si <br />4,99 R115.0%18.61' 1122611414 <br />PLANS APPROVAL DATE 01-31-13 <br />The State of Cal1famlo or its officers or agents <br />sholl not be responsible for the occaracY or <br />This LOTB sheet was prepared in accordance with <br />the Caltrans Soil & Rock Logging, Classification, <br />& Presentation Manual (2010 Edition). <br />RC -AO -001 <br />28.7' 4.5 Asphalt Concrete (Approx 6"). <br />No As -Built <br />Changes <br />Aggregate Base (Approx 18"). <br />PI M <br />Fat CLAY (CH); hard; dark brown; moist; PP?4.5 tsf. <br />20 <br />F20 <br />PAF/ <br />A PI C <br />SANDY SILT (ML); stiff and very stiff; reddish brown; slightly moist; fine SAND; PP=1.0-3.75 tsf. <br />I <br />Lean CLAY with SAND (CL); very stiff; brown; moist; little fine SAND; PP=2.0-3.75 tsf. <br />10 <br />Lean CLAY (CL); very stiff and hard; light brown; moist; PP=3.0-4.0 tsf. <br />10 <br />PP=4.0-4.5 tsf. <br />PI C <br />-yellowish brown and grayish brown. <br />0 <br />0 <br />-grayish brown; PP=2.75-4.0 tsf. <br />-10 <br />PP>4.5 tsf. <br />-10 <br />SILT (ML); medium dense; grayish brown; moist; PP=0.25-1.5 tsf. <br />1 PI M <br />Lean CLAY (CL); very stiff and hard; grayish brown; moist; PP=3.5-4.5 tsf. <br />-20 <br />GWS Elev -20.8' <br />Poorly -graded SAND with CLAY (SP -SC); dense; grayish brown; moist; fine SAND. <br />-20 <br />Lean CLAY (CL); medium stiff and stiff; grayish brown; moist; PP=0.5-1.5 tsf. <br />12-7-10 <br />Poorly -graded SAND with SILT (SP -SM); dense and very dense; grayish brown; moist; fine and <br />-30 <br />medium SAND. <br />P cR <br />-30 <br />-40 <br />Lean CLAY (CL); very stiff; dark gray; moist; PP=2.0-3.0 tsf. <br />P <br />_40 <br />PP=2.0-3.5 tsf. <br />" <br />0 <br />SILT with SAND (ML); medium dense; brown; wet; fine SAND. <br />0 <br />-50 <br />Lean CLAY (CL); medium stiff and stiff; mottled light brown and yellowish brown; moist; PP=0.5-1.25 tsf. <br />-50 a <br />-hard; yellowish brown; trace fine SAND; PP ? 4.5 tsf. <br />_60 <br />SILT (ML); very stiff; mottled light brown and yellowish brown; moisIt; PP=2.5-3.25 tsf. <br />-60 <br />1 # <br />Poorly -graded SAND with SILT (SP -SM); very dense; grayish brown; wet; fine and medium SAND. <br />I <br />SILT (ML); dense; light brown; moist; PP=1.25 tsf. <br />PROFILE <br />-70 <br />Well -graded SAND (SW); dense; grayish brown; wet. <br />-70 <br />m <br />Horiz: 1' = 10' <br />Vert: 1" = 10' <br />12-8-10 <br />-80 <br />Terminated at Elev <br />-72.8' <br />_80 <br />ER i = 80% <br />o <br />J <br />34+00 <br />w <br />32+00 <br />33+00 <br />SOUTH STOCKTON <br />WIDENING <br />ENGINEERING <br />SERVICES <br />MATERIALS AND GEOTECHNICAL SERVICES STATE OF DIVISION OF ENGINEERING SERVICES <br />STRUCTURE DESIGN <br />BRIDGE No. <br />MUNFORD AVE BRIDGE (WIDEN) <br />FUNCTIONAL SUPERVISOR <br />DRAWN Br: I, G-Remmen <br />FIELD INVESTIGATION BY: <br />CALIFORNIA <br />29C-0377 <br />N <br />POST MILE <br />15.0/18.6 <br />L O G OF TEST BORINGS <br />^ <br />„ <br />1 OF 4 <br />a <br />DESIGN BRANCH 17 <br />NAME: R. Bue I I CHECKED BY: C. Zhen-Ru T. A I derman DEPARTMENT OF TRANSPORTATION <br />OGS CIVIL LOG a TEST BORINGS SHEET <br />ORIGINAL SCALE IN INCHES UNIT: 3643 <br />FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 10000004091 <br />CONTRACT NO.: 10-3A1001 <br />DISREGARD PRINTS BEARING <br />EARLIER REVISION DATES _y <br />REVISION D ES <br />SHEET OF W <br />.,, 01_I3-1 10 1 13 <br />