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q access openings B14-5 <br />Ben t 3 B0- 5 BO- 5 <br />L \ <br />5-10 5-11 <br />`6 �-or , placed radially on curve, where applicable (typ) <br />(� Girder -, I <br />C Bridge <br />76'-0" <br />❑Il <br />� Bent 4 <br />Edge of Deck <br />I <br />4- <br />I-01 <br />5E <br />access openings 814-5 <br />50400 <br />I� <br />4� Ben t 5 <br />access openings <br />B14--5 <br />50'-- 0" <br />N � <br />B7- PO 18 <br />Future utility <br />B7-70 B7 -T0 87-70 <br />0_ 7 Y + [J- 7 Future utility Edge of Deck U_ 7 Future utility U-3 Future utility P <br />opening, typ Q0 opening, typ <br />opening, typ opening, typ <br />Q_ GIRDER LA YOU T <br />� Erg Abut 6 <br />22 96 22 @ 6 <br />,6 spacing 3" A� 20 @ 9 30 @ 12 @ 18 max 30 @ 12 20 @ 9 _3" <br />3" <br />Legends: <br />Indicates girder flare width in inch, <br />is see <br />16 S-3 <br />Indicates girder flare length in feet <br />• Indicates high, low or inflection points - <br />path parabolic between points <br />22 @ 6 <br />20@9 30@12 @18 max <br />LONGITUDINAL SEGnON <br />VERT SCALE: 714" = 1'-0" <br />tiare� <br />22 @ 6 <br />30@12 20@9 - <br />PRESTRESSING NO TES: <br />3 22 @ 9 <br />270 ksi low relaxation strands: <br />pjack - 70,010 kips <br />anchor set = 3/8 in <br />total number of girders = 4 <br />Ois tribe tion of final prestress force <br />(p)'ack) between girders shall not <br />exceed the ratio of 3:2 or 725 kips <br />whichever is less. <br />Con cre to f'c = 4,000 psi at 28 days <br />f'ci = 3,500 psi at time of stressing <br />Contractor shall submit elongation <br />calculations based on in i tial stress at N = 0.799 <br />times jacking stress. <br />Stressing shall be performed from both ends <br />Friction curvature (u) and wobble (k) coefficients are <br />30@12 <br />18 ma 28@12 <br />3" <br />RECORD DRAW1ISJr7 <br />- <br />0.2 and 0.0002 ft, respectively. Cc�rrect� By_ <br />/No C�-.,: _.. :- <br />For prestressing details not shown, see <br />r88 -A Uate �a , <br />A'F'V Pei <br />"1 irtform <br />but 5 <br />INFORMATION CONFIDENTIAL. DESIGNED BY CONTRACT NO. <br />All plans, drawings, r mation A. ABaEL->CARIM Burlin ton Northern Santa Fe �� p'�q� MARIPOSA ROAD GRADE SEPARATION DRAWING NO. — <br />cations, and or information PRAWN BY � � <br />furnished herewith shall ST -13 <br />remain the property of the T, WALTZ <br />Burlington Northern Santa Railway Company -' AHNAO ABDEE-KARIM - AND REALIGNMENT <br />CHECKED BY c� rte•, REVISION SHEET NO. <br />Fe Railway Company and <br />shall be held confidential, 0. BROWN No. 0051297 <br />and shall not be used for APPROVED BY f ��5, Inc. �c Exp, 06-30- D �¢ 43 �F J1 <br />any purpose not provided ❑ �5 GIRDER LAYOUT NO. 2 <br />for in agreements with the A. BOONE 607 University Avenue, Suite 274 Tq CIVIL SCALE <br />Burlington Northern Santa DATE 4Sacramento, California 95825 T� 0� �F�� AS SHAWN <br />Fe Railway Company- C p,L <br />REV. DATE DESCRIPTION _,,-SUB_ APP. SEPTEMBER 13, 2001 F1►4R <br />