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= 2'-3" <br />G30JE <br />STRANDS <br />G605E. 1'/o' CLR. <br />G806E SPG.P ERNATCS G608E <br />& G6 BARS <br />CHAMFER ASESHOWN <br />G303E <br />CHAMFER <br />2-GG05E <br />2 MORE <br />2 O,L ACE <br />BAREOIMIL UR <br />TOP RANGE, <br />,191 402E <br />605E 2' CLR <br />P �G608EE RIG40205E, <br />BEARING LsEE DETAIL 133D3. WITH BEAM <br />2-0303E & 0307E <br />ISP. W/ G402E, <br />RPNDS FLUSH WITH CONCETC COVER ENDS - <br />NIDGE SEALAM PER APPROVED PRODUCTS LI SI ISP. W/ G605 ALTERNATING G608E & G609EI 83 5" CV TO CV OF BEARING <br />BFI DGE�RCST ESSED BEAMS -CUT STRAND SEALANT." <br />30 SPS e I'-z G402E SPG EXCEPT AS NOTED <br />PERMISSIBLE SPLICE <br />4311" MIN. LAP <br />G806E <br />OEN, OF GRAVITY <br />OF DRAPED STRANDS,/ ! SY MM. ABOUT <br />ESPAN <br />XCEPTAS <br />NOT ED <br />HOLD DOWN POI T <br />2-0303E 1SP. W/ 0402E, <br />END VIEW <br />/ ' ZAN MIND <br />THREADED ETAIL " i,,v31H <br />PLAN Al FASCIA BEAMS PLAN AT INTERIOR BEAMS <br />AI HREADED .SEF1T S <br />eEAMSI ORAI HN:BIZEDE <br />ASCIA BEAMS, <br />ELEVATION <br />CONCRETE END <br />DIAPHRAGM <br />PARAPET ABUTMENT <br />REVISED. DECEMBER 02. 2015 1 <br />APPRO ED, J NUARY 13.2015 <br />as I�LE <br />H\EGD <br />DIAPII/v' DIP h` <br />RAM I <br />D ¥ BEAM <br />64 38" OUT TO OUT OF BEAM <br />BEAM ELEVATION <br />Q [/3' DIA. HOLE <br />ANCHORAGE AIFASCIA <br />SEE/HOLE <br />FOP <br />REBA <br />FLAMING PLANFORc -- <br />ELEVATION <br />CONCRETE E <br />DIAPHRAGM <br />30f 3031RSTRuclu2030300110 0 ANDL5. <br />ELEVATION <br />INITIAL PRESTRESS <br />996,750 LB <br />CALCULATED PRESTRESS <br />LOSSES <br />I G <br />Lass 511 <br />ILONG TERM SHORTENING <br />24.87 KS]I <br />I TOTAL LOSSES 39.19 KS] I <br />BOT TOM <br />OF BEAM <br />MINIMUM CONCRETE <br />STRENGTH - K.S.I. <br />EDGE OF BE <br />© 50 <br />G608E & G609E <br />G303E <br />f 1 <br />G307E <br />THREADED INSERT <br />3/." DIA. s 2'_0'• ROD <br />FOR COATING REQUIREMENTS. <br />STEEL INTERMEDIATE DETAIL "A" <br />DIAPHRAGM <br />I mH00LS0300 BEIAI, <br />E 1C. NO, CERTIFIED BY <br />LICENSED PROFESSION, ENGINEER pp,oa <br />AM <br />CLR <br />Y DISTANCES aNa05I <br />. q SPAN ND <br />I STRAIGHT STRANDS <br />DRAPN sRANDs6 50 40.0 <br />G3o,E 806E FROMIG ATOM TO CENTER .ALL STRANDS OF <br />STRANDS <br />CENTER O10 CENTER. HORIZONTALLY AND VERTICALLY, <br />EXCEPI AS NOTED <br />%' ERECTION CAMBER <br />1%s' EST. DEAD LOAD DEFLECTION <br />%' EST. RESIDUAL CAMBER <br />q BRG. <br />CAMBER DIAGRAM <br />ERECTION CAMBER SHOWN IS AFTER DIAPHRAGMS ARE IN PLACE. <br />DEAD LOAD DEFLECTION SHOWN ISLOR WEIGHT OF SL AB, HAK AND MEDIAN <br />G301E <br />CONTRACTOR WILL 1 AKE ELEVATIONS AT TOP OF BEAMS AFTER <br />ERECTION AND WILL ALLOW FOR DEFLECTION SHOWN TO ENABLE <br />BUILDING SFORMS TO CORRECT GRADE ANDSSPCCIFIED SABER <br />GENERAL NOTES <br />PROVIDE HANDLING HOOKS OR DEVICES AS REQUIRED BY CONTRACTOR. <br />MAF1K EACH BEAM SHOWING BFIDC: NUMBEF1, CASTING DATE, AND INDIVIDUAL IDENTIFICATION <br />THE INSIDE PFACE ENSURE ALL MARKINGS RP E STENCILLED AND CLEARLY LEGIBLE FOR <br />LOCATION OF BEAMS, SCE FRAMING PLAN. <br />ALL MATERIAL AND WORK SHOWN OR NOTED ON 1H15 SHEET Is INCLUDED IN UNIT PRICE <br />BID FOR PRESTRESSED CONCRETE BEAMS. SEE SPEC. 2405. <br />SEE FRAMING PLAN FOR BEAM END MARKED "X" AND DIAPHRAGM SPACING. <br />AS SUBMIT <br />N ALTERNATE 10 THE END DANCHORAGE IAPHRAGM ANNCHORAGES EHONN, THE CONTRACT 0E1 MAYANCHORAGE MUST PIRDVIDE AN ULTIMATE PULL DUT STRENGTH OF 15 KIPS PER ANCHORAGE <br />G605E A RDVED SEALER TO THE 51DE5 OF THE BEAM NEAR EACH ND PEP THE SPECIAL <br />PRO VI SONS <br />0 MINIM, CONCRETE STRENGTH AT TIME OF PRESTRESS TRANSFER. <br />,0 MINIMUM CONCRETE STRENGTH WHEN BEAM CAN BE TRANSPORTED AND IN0I ALLED. <br />© DRAPED STRANDS. <br />Oa STRAIGHT STRANDS. <br />05 USE 0.6" DIA.2-WIRE Low RELAXATION PRESTRESSING STRAND, CONFORMING TO <br />ASTM AmG, cRADE z3o. <br />n © n/RRovEp0RAL A E A IAERED PLATE <br />PER STANDARD <br />A8309 <br />© CENT EROFGRAVITY OFHOLDMDOWNS PLATE WHEN EHOLD DOWNS ARE USED <br />© DIMENSION DETERMINED BY CONTRACTOR MAINTAIN 2 MINIMUM CLEAR FROM STRANDS <br />© TWO INSIDE BARS MAY BE PLACED ADJACENT 10 VERTICAL STIRRUP FOR TYING CONVENIENCE. <br />C) STEEL TROWEL 10 SMOOTH FINISH AND APPLY BOND BREAKER PER APPROVED PRODUCTS LIST. <br />11 ROUGH FLOAT AND BROOM TRANSVERSELY FOR BOND PER SPEC. 2405.3.D. <br />G402E © opnoNaL: 3^ MAX. ma. SLEEVE FOR HAULING ,AFTER wSTALLanoN, Coal WITH <br />APPROVED EPoxr aorlDlNc acNT a FILL wITH AERovED NON -SHRINK caouTl. <br />BEAMS 84-B5 <br />IVP. CLR. FDR ENTIRE BOTTOM FLANGE. <br />S.A.P. 199-010-012 FIG. 5-397.507 <br />'"IF MN45" PRESTRESSED <br />CONCRETE BEAM <br />(PRETENSIONEDI MN45-85 <br />P300505 BRIDGE NO. <br />SHEET NO.73 OF 99 SHEETS 02053 <br />