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i <br /> Soffit Access Opening 814-5 <br /> EOD / � Brg Abut <br /> S-1211BO-5 or BO-5 BO-5 <br /> 5-10 5-ll4 WAV <br /> 5-11 #16 @ 6 <br /> Detali C (Top & Bot) <br /> Edge of deck 30'-0" 30'-0" <br /> f/are Ext Girder <br /> 18 /2 /8 /2 /2 /8 See Note l — <br /> A12 <br /> 12 C ' l2 <br /> l2 "B" Line i <br /> /2 /2 /2 /2 - - :::1- <br /> �, <br /> Extend Diaphragm <br /> 21 _ 11 �r -_-_-_-_ Future Utility Opening reinforcement to EOD <br /> 20'-0" See Detail B on "Abutment <br /> Girder l8 flare, typ /2 l8 18 l2 /2 /8 Details" sheet. <br /> Edge of deck FB7-1 typ <br /> Bent 5 = Bent 6 V_/ Abut 7 <br /> Match line <br /> GIRDER LAYOU TDETAIL C <br /> B7-1 BO-5 B7-10 B/4-5 <br /> 1"-20' NO SCALE <br /> IF Bent 5 = Bent 6 Abut 7 <br /> Match line <br /> L5 L6 <br /> Joint Seal Assembly Abut <br /> Cabe path Is a parabolic B/ockout (see Note 0 <br /> JL5 curve between points shown JL5 .1L6 .4L6 3" Limits of BO-5 or BO 5 <br /> Point of Inflection, <br /> typ 21-011 X <br /> 6'-0" <br /> Span #5 �- @ 6 (place parallel to and space <br /> p norma/ to of girder) <br /> 6" <br /> +1 #6 I @ l2 o <br /> N - - - - - - - - - - #6 tot 4 <br /> N <br /> #5 @ 12 ; s <br /> #5 u @ 12 place parallel to girder <br /> 3 , and space along q Abut <br /> W o typ ; (Bar may be bent or spliced <br /> N ; to clear PIS anchorage as 0 <br /> # U Blockout for , approved by the Engineer) <br /> 5 or U�60 @ 4 40 @ 6 l5 @ @ l8 1 /5 @ 1 40 @ 6 j 60 @ 4 I 50 @ 35 @ IO @ @ 24 /0 @ 35 @ prestressing <br /> f ► e ► E . ►i a o- �,. ►i anchorage • , <br /> stirrup spocing 12 max /2 4 6 /2 max 12 6 , N <br /> � � 0D <br /> LONGITUDINAL SECTION <br /> 88-5 B7-! 0 `" <br /> Ill-201 #6 \_—/ tot 5 <br /> PRESTRESSING NOTES <br /> 270 KSI I ow Relaxation Strand: * measured perpendicular to Abut <br /> PJack - 5770 ;rim END DIAPHRAGM z <br /> Anchor Set 3/81n. B8-5 0 <br /> il <br /> Total No of girders = 4 Notes: 3�„_i�-0 a <br /> Distribution of prestress force (Pack) between girders 1. Extend alternate transverse top and bottom bars l'-6” Into diaphragm. Stop `) <br /> shall not exceed the ratio of 3:2. Maximum final force remaining transverse top and bottom relnf 3" from face of diaphragm. o <br /> variation between girders shall not exceed 725 kips. <br /> Concrete: f'c = 4000 psl @ 28 days Indicates min girder stem width In Inches <br /> f'cl = 3500 psi @ time of stressing REGI D CIVIL ENGINEER — �O eRaFEssroNq� o <br /> Contractor shall submit elongation calculations based on <br /> Initial stress at ® = 0.750times Jacking stress. SIS OZ w Jeff W. Olson m o <br /> PLANS APPR VAL DATE No C42728 " <br /> U = 0.2 K = 0.0002QUINCY ENGINEERING, INC �` UP.3-31-04 a <br /> Jacking shall be performed from both ends. 3247 Sacramento, Circle <br /> cle CA - 2512 ��4TF OF cn��F°��\ w <br /> a <br /> z <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE JACK TONE ROAD BRIDGE SHEET TOTAL <br /> ACOUNTY OF SAN JOAQU I N NO SCALE GIRDER LAYOUT AND OVERHEAD NO. SHEETS <br /> L SANGNEZ II /2001 w <br /> JEFF OL50N 5/02 P . I MAL 5io2 � �a� 'o � ,� s�� NO . 2 BRIDGE N0 . 29C -0411 30 41 <br /> FILE NAME DRAWER SHEET NO. ACAD REVISIONS DATE <br /> sO85egl.dgn <br /> ---- ---- -- <br /> ----- ------- <br />