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10 <br />MINNIE. . <br />n 11 milli <br />=Length of Swan <br />B D <br />type of So n A NOTE-S: <br />Size _ _ 47 <br />$ Length 38 d` For slab details not shown refer to Slab Reinfocement Details sheet. <br />Site _ 7 <br />`Q <br />IS <br />,g Length _ _-- <br />O XP <br />-- <br />7'- 0.8 <br />7 <br />Length — <br />- <br />7= 4" <br />Sire <br />07 <br />47 <br />0 <br />O <br />®o _ <br />ro Length <br />3t' 6" <br />23=6" <br />Site — <br />08 <br />1 t 7 <br />p <br />.o Length — <br />20-Dr <br />17 -0" <br />�Xe <br />_ 4,_0„ <br />4,_O., <br />7 <br />*7 <br />=0" <br />p <br />Length <br />16'-0" <br />13 <br />© Xf <br />6'-0„ <br />6 _0" <br />1-Thickness of Slab 15" <br />i <br />11 <br />. N <br />- --- - -- - -- - - - - - - - - ---- - -�#-. - - - - - - - - - - - -- B Span D Span <br />- D S � D Span <br />Span p � D� Span i M * , - - o D S on � <br />- c O . Span 61lO coot. Edge of slob D S� on P <br />©� 5pon 0 � '° _— --- _----- t - ---- _---- — --_ -- --- - - - __ - <br />Xb � -� Bent f Bent- <br />REINFORCEMENT —TOP OF SLAB <br />E Abutment a Spa <br />- <br />n F. Bent- -- ©B Span------ (08 Span--- T- Bent- (De D Span- --, <br />Q <br />lo S f B Span-- " l0 coot Edge of slob Q)D Spon D Spa <br />on 6 ODpon— <br />-A-21 <br />r <br />PROJECT . ENGINEER DATE <br />0 <br />= 0 00 6. 0 0.2 A. a Oo <br />Q L = 2/ - 0 0o L : 28 -D L = 2/ - D Q <br />CAMBER DIAGRAM <br />TOTAL SLAB DEFLECT/ON DUE TO DEAD LOADS <br />The total deflection will be reached about 4 years after <br />to/sework removal. For values at time of fa/sework removal <br />divide those shown by 4. <br />The amount of camber for construction will be determined <br />by the Engineer. <br />Abutment <br />1 <br />REINFORCEMENT—BOTTOM OF SLAB,._ <br />5 , Note: Transverse loints, if used, <br />to be located of V4 point of <br />span <br />and longitudinal joint to be <br />located of edge of traffic lanes <br />4 <br />unless otherwise permitted by <br />the Engineer. <br />�Reinforcemenf continuous through joint. <br />L ONGI TUDI NAL OR TRANSVERSE <br />SLAB CONSTRUCTION JOIN T <br />f <br />HS X - 44 -land ALTERNATIVE <br />4 <br />i <br />+ _ - . _.._. _r II a -..I ...�... 3 = � � �. .�.. .o-. �....,,._ :r .-• - ...-:.. .v.. - .-..-. _, _a_. �._. .,.. r._ _.i_ r.,. �-.......- �.-. a,_- �,.t..�.. L. _ •. __i.. _. .. -,-... xt-'�;... -- - _ os .,. e.. t. n-.. ,- ... -._r <br />CHECKED BY DATE SUBMITTED BY DATE APPROVAL- RECOMMENDED BY DATE <br />COUNTY OF SAN JOAQU I N <br />6o� �' 3i�� _ Imo/ � _ �,2 11 <br />v <br />I <br />IN <br />f- A butment . <br />Abutment front face <br />L /4 <br />\�` } a or bars <br />'\-*/0 0 edge of slob <br />top and bottom of slab <br />OB T USE CORNER DE TA IL <br />, pevise� fo Cow.. / W11h I* JX7/e o/ Co/f rrr10 ` = <br />10/70 � y <br />�iio�9c O/nnnir�� ate' Ocsi9r� �v��al <br />DATE OF Rfti/S/ON <br />MAY 1971 <br />fFg /97.5 <br />SLAB DETAILS-3 SPANS.,.:_.r*_a:.�. <br />' pp 1 I ➢+ j - <br />PROJECT ALPINE RD. CONC. STR. - I976 SHEET TOTAL <br />NO. SHEETS <br />DRAWING NO. BRIDGE NO. 1039 !/ /3 <br />STATE NO. 29C-207 <br />