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B <br />A <br />�Aloutment — <br />PLAN -- ABUTMENT <br />12' <br />C <br />ANAA t <br />3'-0" <br />i <br /># 4 u @ 18'/ <br />#4 Total 2 -� <br />#4 @ 18" <br />Outside f ace <br />#4 H @ 18 <br />#10 <br />#5 @ 9" <br />Inside f ace <br />�_ Abutment <br />#4 @ 18" <br />Outside f ace <br />1'-0" <br />C-C <br />2-#10 Contininuous @ top <br />edge of deck extend <br />\.� ® f uR length of wingwaR <br />\ <br />/XXXX <br />WINGWALL ELEVATION <br />Railing not shown <br />� 2, — 6„ <br />B-9 <br />Abutment <br />1'—3" <br />Main slab <br />reinforcement <br />//F - <br />in A <br />• 1 <br /># 6 Total 3 <br />",i q., # 4 Total 6 <br />,i 8 @ 12" max. place —� <br />parallel to Roadway <br />r # 6 Total 3 <br />Elev. 96.00 (Max.) <br />(_ 6"j <br />4 <br />Elev. 98.00 Max. & <br />at least 2' above <br />�I bottom of abutment. <br />Pile bars <br />3' Min. Perm <br />3" Concrete pile — <br />Z �.- <br />o DRAWN BY <br />- PAT DICHUPA <br />FILE NAME <br />SECTION A —A <br />Abut. Re►nf. <br />o Z <br />It 5 00 @ 9 <br />® a <br />#4 TotoA 4 <br />115 @ 9" - \ 0 <br />Q <br />o1-7 <br />U <br />ru <br />#4 U @ 18" # 4 @ 18„ <br />See WingwaU Elevation <br />2 <br />SECTION D_-_Q_ <br />/_ �_ Bent <br />Pile bars <br />08 total 12 Main slab reinf, <br />`4*9 @ Bent 14) <br />2"clear - <br />1 <br /># 6 = @ 7" Place <br />paral,lel to roadway <br />SECTIO-N E E <br />E <br />Bent <br />4_1 <br />I <br />PART PLAN —BENT <br />Ll Ll <br />Stirrup spacing @ 7" max. <br />measured along Bent <br />PART ELEVATION BENI <br />1'-3" 16„ <br />® rein, <br />4 Precast Minimum shell - <br />�' Cu Prestressed thickness 0.25—\# <br />7 tota 1 7 <br />CLJ= Concrete <br />IIIII Usk <br />I � 0 � Pf—130,000 [bs, min,SECTION,_. X X <br />y III! I y o- v �, 4 strands rein, <br />III I � s - Top of Deck <br />IIIII 211 <br />4- d V) Longitudinal Reinforcement <br />O D_ U) � # 7 total 7 (full len th) <br />I G I ca- <br />g — ®— — — <br />0) SECTION Y®Y � ' <br />IIIII 4--" 4- � > <br />C1 <br />Hill �- <br />I I � � n � � Sofhf it � 1„ <br />❑c tagona� or � s <br />Round Section ! Un _Q U <br />I'T � _j d � -- 11 Ills <br />�.IIIVI � v � � � <br />X X <br />it _t I- <br />�� u Gro nd <br />i.n- <br />- / n <br />PILE DETAIL CLASS 70 3 cut off <br />a o <br />(��-- 16 Concrete <br />PRECAST PRESTRESSEDPILE CONCI T� _ r s <br />�- filled steel shell <br />NOTES: a I ; J <br />n service level loading is 70 tons. �' I I <br />1. Design g @ _Q cn <br />2. Maximum size of aggregate is I". d ( I I I I I tf v a� <br />3. For the prestressed concrete pile: • � cu <br />a. The prestress force after all losses shall provide 700 psi �� > 3 4" P � <br />minimum stress and shall be not less than 130 kips. FURS/ <br />ete stren th shall be not less than 6000 si @ 28 da s. ��� � �4. �I �I <br />b. The concrete <br />4. No splice allowed in the longitudinal reinforcement within p the y� <br />"clear height" or within 10' below the ground line.` ��.21 <br />5. Lapped splices in spiral pile reinforcement shall be lopped 80 wire diameters s <br />x Exp 9 '40 93 <br />.pP P P p � PP .; <br />minimum. Spiral pile reinforcement @ splices and @ ends shall be termin-ated �F'��®� PILE DETAICLASS 7 <br />by a 135" hook with 6" tail hooked around a longitudinal bar or strand. <br />6. 2" clearance to spiral reinforcement shall be maintained if section used is <br />�AT—IN—STEEL SHELL CONCR\ETE�I��_ <br />larger than the minimum section shown. <br />DATE <br />DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVED DATE <br />COUNTY OF SAN JOAQUIRI NO SCALE <br />ABUTMENT a <br />BENT DE-1-AILS <br />PROJECT <br />ELLIOTT ROAD <br />BRIDGE NO. 115 1 <br />STATE BRIDGE N0. 29C-249 <br />SHEET <br />TOTAL <br />NO. <br />SHEETS <br />6 <br />13 <br />f <br />f <br />`fit <br />a <br />— <br />e <br />to <br />c <br />'4 Ni - c <br />d <br />