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l CLEMENTS ROAD ROAD FILE SHEET TOTAL N0. INDEX NO YEAR NO. SHEETS v r r y B-/ cn Existing Bridge Existing Bridge -? Clements Rood _ 32I00 32f I Clements Road-� 23+50 24+00 24+50 x PLAN— B-2 B-2 —PL AN — NOTE: Benchmark is painted ❑ N.W. NOTE: Benchmark is pointed [] N. W. corner cattle guard, rt. 25' f corner cattle guard, rt. 25' f Sta. 27f82 f. El. 10784 Sta. 27f82±. El. 107.84 r---, (County Datum) (County Datum) - soTP-/ AS BUILT CORRF-C:TIONS By - 1 DATA /1'LT. STA. 23*68 //� RT. STA, 23)t-9/ 1/ART. STA. 32f05 13 � L T. STA. 32 *37 16 LT. STA. 24t44 //0 e/ low 3 �-5 L. el. /08 3 d -� 1�� //0 et. /ofl.L 47' � h� e% /07. 2 el. 106.6 B-/ a Approximote ground- y .- 26 RT STA', 23� 29 Approximate groundline of downstream 3❑ e/ /02 7 TP / edge of bridge lin�_at downs r Water Surface el. l0D l� water Surface e/ 99 7 _ Very loose brown C/oyey SAND = edge of brid e� 7-1- 68 , -' / Very loose brown Clayey SAND, with 8iown` Sandy-S1L�T 8 Silty SAND 7-/-68 '- --- ' ' f , �0.51I n 114 - 1 11.4 15 sandy Cloy /oyers Bra v gan�j�-CLAY � _ Brown _C/oyey SAND _- ro.6Tua eta-��• t � d /00 Z /00 7-1-68 Brown slightly cemented-Sonoy_ S/L7-- - --� % light/y cemented- brown Sandy S/LT ltr7 Era. g y y Ver den T''Biown- ro Grove// SAND + --- ¢ Groy Grovel/y SAND y se, with slight/y cemented /oyers, :. >; 2�1.4,uo+1 Brown Sandy S/LT [2.S,Io6T21— 2T1.4Tt3Q+, brown Sandy S/LT 7-/-68 BrowANO illy fine -coarse •, :` Very dense brown Si/>y fine -coarse SAND, p 7-1-68 :�'• with several thin Silt layers 90 1? 6 1 111 1 19 • 3 1 1.4 185+1 90 '♦ 15,011221 12 \ 4 11.4 170+I PROF/LE Very dense a dense, with a compact layer;' Q Very dense brown Sandy S/LT ton S/LT, with clayey Sand layers f2.6TI0111!r_!- -5TI.43004 Q 80 12.7188133 _ 511.4190+1 80 Dense brown Silty fine -coarse SAND 17.5 11081 18'--::i, 6 11.4 158 PROF/L E [I.6T83T35- 6 I.4 t Very dense brown Silty fine -medium SAND 711.4180+1 1 ill 70 :";: l (qy+1 70 _ �CC14C,�'4- -; -t,00I•o= very- dense—lair—SfE Mayers --slightly cemented r ;. e% 69.2 76.7T114T17"1— 81I.411401 7-1-68 el. 65.6 7-/-68 a � ' Very hard brown Sandy CLAY, with W 60 scattered Grove/ 60 7-1-68 N. 6-28, 7-1- 68 y� 50° BRIDGE N° /093 BRIDGE N° /091 3845 F-2 3845 F-3 I STATE NO. 29 -215 LEGEND . OF EARTH MATERIALS L'E0EN� OF BOR INS OPERATIONS ' ! .1. �.., .T.. N MATE M CONSISTENCY CLASSIFICATION � � � � � � � M00AE T RP • �9aeers o fists UNIFIED SOIL CLASSIFI CA I 0 RIAL SY 130LS � ROTARY BORING PENETRATION TEST & A i e fo i Pt OH CH MH OL I CL I ML SC I SM SP I SW GC GM GP I GW NN FOR SOILS Plan of any poring Location B-NLocation Sands with fines Clean o• sands Gravels with fines Cleangrovels Gravel Nam, Peotor ze Rotary boring APPROVED 1'• �, � 1 �'Ia-•-t.3f JOB Noy 3F48F-2,F-3 e; Highly Silts and clays Silts and clays >i2%flnes <5%fines >12%fines <5%fines organic matter Top hole elev. B— No. According to the Standard Penetration Test 2.d REGISTERED CIVIL ENGINEER NQ. organic Liquid limitgreater than 50 Liquid limit less than 50 0 o ... ✓✓/ Top holselev. pi i w ld wi au l Ji ii m J u Ili l o Yi6 il6 a Lu „I �� , h i, iiu urn nuu l .l i e` soils Sands -more than 50 /oofcoorse Gravels -more than 50 /oofcoorse ;,;.• Dlalnond COre boring MOistUf@ (% dry wt.) Casing fraction is smaller thonN24 sieve. fraction is larger than N24 sieve. Y" Sand Fill material N2 Of Wows Gronu lar Cohesive Set Sample number Pushed -----P Fine grained soils Coarse grained soils Dry density (lb3./CU-ft.) e �+ /� (More than 50°/a is smaller than NQ 200 sieve) More than 50°/ is larger than N4 200sieve) size Auger boring —5119 of sample (inches) COUNTY O/� JHN JOAQU/N ? , Silt Shale 0-5 Very loose Very soft Unconfined compressive i,�._.� Blows per foot 1110 Grcphic representctiop s el Blows per foot 12 LABORATORY CLASSIFICATION CRITERIA Sample boring strength (tons/sq.ft.) `ti f drivin ro+a. o (o )2 6-10 Loose Soft g g (Using a 1401b.hommor (Using 140 lb. 19� o g x5o GW and SW- Cu_. --� greater than 4 for G W a 6 for SW; Cc- so - between 1 $ 3• Clay :: Sandstone ran Designates other soils tests ��; with a 30 drop) 21 o CH /� °p D10 x 060 y �. s yet boring C -Consolidation c•. hammer with30 TWO O CL EMENTS ROAD BRIDGES If Semicompact Stiff w.,r 61 .4{I 5rL4 •.y 1 1.a 65 30°drop) 4144 0 0 ' GP and SP-Attar grovel or sand not meeting requirements for GW and SW. y y r-- S- Direct Shear GW.S y 12 IO9I and N /093 MOSHER CREEK GM and SM-Atterberg limits below"A' line or P.I. less than 4. Sand clay or Limestone 21-35 Com act Ve stiff 1 Test it ..:.L... �• Conformable material change "- � tic • clayey sand P ry P -� 5 i I OC and SC-Atterberg limits above "A' line with P. 1. greater than-f. L, J E - Expansion Elevation ?� Approximate material change yx - OH and MH Osilty Sandy silt or Metamorphic 36-70 Dense Hard t ■ T-Trlaxial compressionDote a10�i Fines (silt orcla Fine Medium Coarsd Fiiie Coarse Cobbles Boulders �4 Cone pen@tfometer •LOF TitST 0RINUnconformabte material Chan @nCL Y) sand sand I sand I gravel I gravel I sand rock g 4031 a --�-� M ea Sieve sizes S , Silty clay or PTO Very dense Very h4fd p 2 tj2" Cone D@netrom@tee „, M 's Y y a M� ' Classification of earth materials shown on this sheet is based on field inspection and rACiOyey Silt Igneous rock Dote of Date 20 40 u = 10� 7-9-68 ®yDrawingI o a xo 3b � sa s6 70 eJ 9a IaScale 1 Date __should not be construed to imply laboratory analysis unless so stated. boring Blows pelt foot Check by 1.14uIQ._LIMaL_ D Y Y Y I . I i !Frill),, — v