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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 />
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