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DIST ... COUNTY R .. � COU OUTS .. <br />POST MILES SHEET TOTAL <br />S TOTAL PROJECT NO SHEETS <br />Hinge <br />G _* , <br />I 4 7 cant <br />4'-0" *6If Q6 10 Y4 12" 112FESS/ <br />•• •• *4V_ tot 4 I \\ <br />• • • • _1 1 2 - * 9 �-QV — REGISTERED L EN ER <br />.. .. `—C11T.C. Jee <br />z <br />L,tot <br />*4 C ,tot 2 - _ A � 15910Small space permitted *6 4 1 4'"0" �° ` _ �-6 C] , tot 3- o) 7 _ 5 - * No. <br />1 / - 6/30/93 <br />within group 4 _0 1 4- 7 " i - PLANS APPROVAL D <br />— — _ * p ,, ,� ' , ATE . -�j CIVIL <br />E <br />co I 2-*7 cant 2 4 � -- � i �-- � �1_611 � OF- CA`� <br />CLEARANCES FOR PRETENSIONED STRANDS ; 5,_g„ D .-------- _2-*5 <br />1. Strands may be bundled in groups consisting of 3 vertically and _ 0 4 C ,tot 3 2 8 �� <br />�, i 4'-0" o" I PRESTRESSING NOTES <br />2 horizontally, and separated at the ends. 1 bundled, tot 2 _ _ _ _ __� _ <br />2. The min distance "S" between groups or individual strands is 1/2" - 1" _ <br />2-*10 bundled, clr C° Working Force: The force required at center of bent <br />for �/a" strands, 13 "for 7 " I � i <br />/4 /6 strands and 2 for /2 strands. _ <br />tot 4 3-*5 i ! N after all losses. <br />3. "S" is measured between centers of adjacent strands. � ► �' <br />4. Approval of the Engineer is required for deviation. 0 4 *5 n tot 9 Concrete strength f'ci is at time of initial stressing, <br />��''` ► � 1%2" dia holes f c is at 28 days, psi. <br />Comber: Girder camber immediate) after the deck and <br />11_311 <br />2-*10 cant barriers have been laced. <br />#—G 2-*10 bundled, tot 4 E <br />1�2" dia 2-*10 D Scree p <br />line elevations for deck concrete will be <br />holes y g <br />� , cant determined b the Engineer. <br />DETAIL A DETAIL B <br />� <br />of 11 " dia holes SCALE: 1/2"=1'-0" SCALE: %2"s1'-0"Working <br />Girder P = /2Concrete strength <br />location or force in Girder <br />! Bent & q 11 " dia holes Detail J, see "Type B Girder Details 2" sheet designation Kips ! /2 yp - * i� and length "X" p f ci f'c Camber <br />Abut I Construction joint between girder 1 4 space <br />i Hinge - _ with stirrups see <br />I and deck slob. 7 0 � �� � �� 1 � �� p all „ <br />1 i 1 -0_ 9 -0 , a2 -o 59� _ 211 19.75 1295 4500 6000 Camber <br />I _ i _ ! '� r Diagram <br />1i x i37—?H <br />110 C M o <br />F <br />�-t --See "Detail A" 13`-6" _� Y / ^ / <br />2►_O�f <br />A A ' I I � � - <br />r *7 cant <br />1 l C.G.S. - _ <br />' t A <br />f I I I � � `� - c <br />-- 11/2" clr <br />Harping points - - a lu C, G. prestressing ' �! —o = `� ® L *6 U <br />! 1.. ,.... _ � i � o i N � � o <br />6 X 24 X 1 key 11 �► -, <br />o \ i I i 12 X 72 X 1 ke -� - 1 -Itcn 3 ea side _ i i N > - *3 cant Nate: <br />- i I r ea side. - �` ---� l _r <br />See Detail B Details shown are for Pretensioned Girders. <br />o The Contractor may submit details for <br />* 1\ 1 1� M _ * y Post <br />6 � @ 3 5 C' or U �9 max *5 U �7/2 1 3 � � *6 U �6 max *6U�6 _ 4 X 15 ,tot 4 <br />i ` 1 ,,� N r tensioning which shall be subject to the <br />3 spaces I 23 -1 6 -10/2 21 -4/2 2 -0 f*6 C7 3 approval of the Engineer. <br />* 21-011_,.! 3 spaces 2- 10 bundled cunt, tot 4 PP g <br />6 U or _� 1 i1 ,� Per Contractor, all girders were post -tensioned. <br />6 2 0 7 0 1 7 0 *5 0 8 spaces �, *5 [�j] space <br />A.—} � 1�2" clr Limits of i Limits of 1,_7„ with stirrup <br />33'-2" *5 i *5 C� 26'-p'� Measure @ q Girder Bottom of girder <br />Limits of For cast -in anchor bolts, 0.25" 0„ <br />keys and thru holes, see C F .0 Limits of SECTION C C <br />4 i—i crossties Y <br />Detail A on Bent Details *4 r--i crossties SCALE: 1/2"-1'-0" ! <br />I For cast -in anchor bolts, keys sheet Cast -in �/$" � galvanized threaded insert i i- o <br />and thru holes, see Section A -A on on exterior side of 2 exterior girder at <br />Girder Layout & Hinge Detail sheet g i <br />east end. For detail, see Bent Details sheet ! i <br />ELEVATION ! i <br />i <br />NO SCALE *7 cont i 25'-0" i 32'-65/6" ! <br />*7 cont _ �- - <br />-- *6 if with *4 *4 n space i 1 i <br />crossties @ 9" max v with stirrups -- <br />*6 Ifwith *4 m (L Bearing Bent Bearing <br />A @ hinge crossties @ 9" max e @ abutment g <br />? i * CAMBER DIAGRAM <br />Girder 4 <br />I��� <br />1 *5 *7 cont _ I 4 0 <br />C*4 <br />*8 I i -9" max STATE NO. 29C-083L <br />(o <br />*6 U IA 5 1i/2cir—� �� *9 p-i ��1/2Clr 1i 7V2it <br />> i -See Detail B >*3 cont I <br />rossties * *4 �0*-See Detail B i 8 i�4'-0" 3 As Built �t.Y T.J. <br />9 �1 clr ' 9" maX � /2ARvsro ante��.-� �sr �1/2 cIr-w.0 cunt - <br />- ., _ *6 <br />'► 2-*10 bundled ,1 <br />*5 cant tot 4 ' 4 0 CORPORATION <br />rWALNUT q <br />91/2"9Y 1Y2'� clr--? _ * 11/2" clr—� 1�_7�� _11/2" clr <br />.. .. ... , ... ...v.. K. CALIFORNIA <br />,_ „ *10 Gant PATTERSON' <br />PASS RDARIDGE­­­2' <br />1' - 7', 1 - <br />bundled, ,� 1 7 �,� <br />tat 4 _ TYPE B GIRDER DETAILS 1 <br />VIEW H-H <br />2 T D <br />SECTION D-D SECTION E-E SECTION F-F SECTION G-G SCALE: I "�1'-0" sCAt_E AS NOTED SUBMIDATE 7 - 2 5 - 91 <br />SCALE: %2"-1'-0" SCALE: I/2"=1'_0" SCALE: 1/2"-1'_0" SCALE: i /"_1'_0" <br />2 DESIGNED C , K. DRAWING N0. <br />DRAWN V . N . APPROVED 134-11 <br />CMECKED T.J. <br />