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E <br />ca_ <br />0 <br />CN <br />cr; <br />CN <br />ca. <br />0 <br />0 <br />6 <br />E <br />0) <br />06 <br />M <br />N <br />40+00 <br />� Bent 22 e­ q Bent 23 q Bent 24 - <br />q Girde: s <br />-[1 J2 Ty p <br />Transverse Deck Utilities opening 7 1 <br />Reinf Typ - at Bents, Typ tk "�_ <br />OA =-41111 FA - <br />7,'2 4 <br />OB <br />0 d- 00 18' 0 42+00 [1: 8: <br />ti-8i <br />0 <br />0 <br />i 12=Typ i 24 <br />0 <br />18 18 <br />11 12 <br />0 <br />i ° - - (J -- __ ___ 18 <br />rH <br />Bent 25 <br />Soffit vent,Typ <br />Detail 1, <br />Edge of deck see Note 4 <br />0 18 M"\Line <br />IA.--4+00 <br />18 <br />0 <br />E18 18 <br />0 0 <br />°\ ° 18 18 <br />\0 18 <br />0 0 <br />----------- -:24 <br />18 - 16 $_00f 20'-01' 20'-0" 16'-0" E12 J-/ D18 <br />12 Ty 12 <br />/G i rd p Edge of deck Girder Girder Girder ('girder Typ <br />'-0" Girder Flare, Typ Flare Flare Outside face Flare Flare 16'-0" <br />, OB7_1 of girder GirdJ <br />S_, Flare <br />or/��_05 �O5 <br />Limits of transverse deck Reirf C51 0 1\5__11 <br />PLAN,/B-os (B7 <br />U- , <br />Ll L2 L3 <br />Dent 22 Bent 23 Bent 24 Bent 25 <br />Point of theoretical <br />no movement for <br />right end stressing <br />Q0 <br />CV <br />+1 <br />3 <br />0.4 L 1 <br />30- <br />1'-3 1/21' <br />Cif <br />#5 U or stirrup spacing 90 @ 4 @ 12 Max <br />Cn exterior girders <br />D <br />Cn <br />Center of gravity <br />of prestressing force- <br />0. 5 L2 <br />­01 Mo.- <br />3'- 9 " 0.1 L110.1 L2_ <br />3,-4„ 3'-2 5/8" <br />3" <br />48 @ 5 <br />48 @ 5 <br />I go- <br />bundled <br />--d! Ift- <br />bundled <br />20 @ 6 <br />20 @ 6 <br />C) I <br />< 5 U or _J stirrup spacing 90 @ 4 @ 12 Max 60 @ 6 60 @ 6 <br />interior girders <br />C_ <br />0 <br />r <br />00 <br />C%4 <br />N NOTE: <br />r__ <br />Nt THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD <br />CD <br />0 DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. <br />SURVEY REVISION DESCRIPTION <br />D <br />0 DATUM: <br />C: <br />C_ <br />0 <br />0 <br />Cn <br />0 FILE No. <br />__J <br />-0 <br />Inflection point, Typ <br />\ 3,-9„ <br />--a <br />0.1 L210.1 L3 <br />3'-2 5/8" <br />@ 12 Max <br />@ 12 Max <br />0.6 1-3 <br />Cable path is <br />parabolic <br />3'--4between points <br />[ k / \ A I rn <br />48 @ 5 48 @ 5 <br />IL 10- ---a I <br />bundled bundled <br />-- 20 @ 6 20 @ 6 <br />60 @ 6 <br />30__ <br />LONGITUDINAL SECTION <br />No Scale <br />BY DATE SCALE PREPARED BY <br />HORIZONTAL: DRAWN: H. SULLIVAN <br />VERTICAL: DESIGNED: J. FREKING <br />0 2 <br />1 1 INC I INCHES I CHECKED: Z. ABAJIAN <br />0 10 20 30 40 50 APPROVED: 0. BROWN <br />MILLIMETERS <br />V-3 1/2" <br />3 <br />@ 12 Max 90 @ 4 <br />UK NO-01 0- <br />60 @ 6 @ 12 Max 90 @ 4- <br />--a a W.- <br />DATE <br />09-29-16 <br />AAECOM <br />09-29-16 <br />AECOM Technical Services, Inc. <br />09--29-16 <br />2020 L Street, Suite 300 <br />Sacramento, CA 95811 <br />09-29-16 <br />T 916.414.5800 F 916.414.1557 <br />PRESTRESSING NOTES: <br />270 KSI low relaxation strands: <br />Pjack = 13,600 kips <br />Anchor set = 3/8 in <br />Total number of girders = 8 <br />Distribution of final prestress force <br />(Pjack) between girders shall not <br />exceed the ratio of 3:2 or 725 kips <br />whichever is less. <br />Concrete f'c = 4,000 psi at 28 days <br />f'ci = 3,600 psi at time of stressing <br />Contractor shall submit elongation calculations based on <br />initial stress at M = 0.828 times jacking stress <br />Stressing shall be performed from right end (Bent 25). <br />Friction curvature (u) and wobble (k) coefficients are <br />0.15 and 0.0002/ft, respectively. <br />For prestressing details not shown, see <br />FALSEWORK RELEASE NOTES: <br />Alternative 1: <br />Falsework shall be released as soon as permitted by the <br />specifications. Closure pour shall not be placed sooner than 60 days <br />after the Falsework has been released. <br />Alternative 2: <br />Falsework shall not be released less than 28 days after the lost <br />concrete has been placed. Closure pour shall not be placed sooner <br />than 14 days after the falsework has been released. When Falsework <br />Release Alternative 2 is used, camber values are 0.75 times those <br />shown. <br />NO CHANGES <br />McHenry Ave ConWw knproveffeet PmOd <br />Date Accepted <br />AS -BUILT <br />Rewdert Engineer - Mourldo RrArs, P E. <br />Struca" Represordave - DwId Franco. P.E. <br />9Aviejons By D I,'W ? 0 June 8, 2021 <br />LEGEND: <br />r8 7 -'31� <br />Indicates Girder flare width in inches <br />CN �S—) <br />Indicates Girder designation <br />o Indicates Soffit access opening 14-5 <br />NOTES: <br />1. <br />For <br />Location of utility openings, see "TYPICAL SECTION - BOX GIRDER - <br />SPANS 22-24" sheet. <br />2. <br />The <br />transverse reinforcement <br />spacing shown on the "TYPICAL SECTION - <br />BOX <br />GIRDER - SPANS 22-24" <br />sheet is measured along the station line. <br />3. <br />For <br />concrete strength and <br />type limits, see "GENERAL NOTES" sheet. <br />4. <br />For <br />Detail 1, see "GIRDER <br />DETAILS NO, 1" sheet. <br />5. <br />For <br />End Diaphragm Details <br />and Camber Diagram, see "GIRDER DETAILS NO. <br />3" sheet. <br />SAN JOAQUIN COUNTY PUBLIC WORKS <br />ORIN A. BROWN <br />McHENRY AVE CORRIDOR IMPROVEMENTS No. C48859 <br />it Exp. 09-30-18 <br />McHENRY AVE BRIDGE OVER STANISLAUS RIVER (REPLACE) CIVIL <br />OF CAL�� <br />P, L\� <br />GIRDER LAYOUT — SPANS 22-24 <br />DRAWING <br />S-138 <br />OF <br />S-153 <br />SHEET <br />142oF 176 <br />