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SP2. 3 U <br />C6086 <br />0301E <br />STRANDS <br />G605E. 1'//' CLR. <br />3'/3' <br />G806E SAG. J SPS. 0 3" <br />ALTERNATE 0608E <br />G6E BARS <br />CHAMFER AS SHOWN <br />G303E <br />CHAMFER <br />2-0605E <br />2 MORE <br />2 OET6S]M]UR <br />TOP TLANGEI <br />ASZJ 402E <br />N HAMPER <br />605E 2' CLR <br />I0-ID-I <br />BEARING LsEE DET L 13D3. WITH BEAM <br />rc oe0 al1c4o 0E. <br />2-0303E & 0307C <br />ISP. W/ G402E) <br />HRIITTERANDS FLUSH WITH CONCRETE CHASER CLADS - <br />DGE SEALAM ER APPROVED PRODDCT$ LI SI tSP. W/ G505 ALIENATING 6608E & G509EI 83-6" PL TD 9F BEARING <br />BwOCE-EEnREsscD BEAMS-cul STRAND SEALANT .' <br />30 SPS e I'-z c402E SPc EXCEPT AS NOTED <br />PERMISSIBLE SPLICE 4911" MIN. LAP <br />GOOSE <br />OEN, OF GRAVITY <br />OF DRAPED STRANDSI/ ! SY MM. ABOUT <br />ESPAN <br />XCEPTAS <br />HOLD DOWN P01 T <br />2-0303E 1SP. W/ 0402E1 <br />END VIEW <br />THREADED IN AERl <br />PLAN Al FASCIA BEAMS <br />MS OR RT H,AS BEAI SABEAMS/ <br />SEE FRAMING <br />PLAN <br />N AT INTERIOR BEAMS <br />OALO <br />NGCL BEAM <br />I I TOP <br />OE BEAM <br />ONCRETE END <br />DIAPHRAGM <br />PARAPET ABUTMENT <br />REVISED. DECEMBER 02. 20J5 <br />APPRO ED: J NUARY 13.201E <br />as I�LE <br />H\ECD <br />D1AP10A' DIP h` <br />ELEVATION <br />RAM I <br />D 0 BEAM <br />8=1 30" OUT TO OUT OF BEAM <br />BEAM ELEVATION <br />Q I/z' D1A. HOLE <br />,1N ER <br />A BOLT <br />ANCHORAGE IFASCIA <br />SEEI/FRAMING HOLE FOR PLAN FORNEBA c -- <br />ADD <br />TOM <br />CAM <br />CONCRETE E <br />DIAPHRAGM <br />RE EERURSTNCTU103l30AM 0ANDL5. <br />ELEVATION <br />INITIAL PRESTRESS <br />906,750 LB <br />CALCULATED PRESTRESS <br />LOSSES <br />I a G LOSS S] I <br />ALONG TERM SHORTENING <br />24.86 KS]I <br />TOTAL LOSSES 39.17 KS] <br />BOI TOM <br />OF BEAM <br />MINIMUM CONCRETE <br />STRENGTH - K.S.I. <br />o f C <br />EDGE OF BE <br />6608E & 6609E <br />6303E <br />f 1 <br />6307E <br />T HREPDED INSERT <br />F/." VIA. s v_0'• ROD <br />FOR COAIINO REQUIREMENTS. <br />STEEL INTERMEDIATE DETAIL "A" <br />DIAPHRAGM <br />I DIAPHRAGM DEANL5/ <br />E LIE. NO, CERIFI ED BY <br />LICENSED JPROFESSION,Mo:Mmpp,oa <br />AM <br />Y DISTANCES INCHES <br />. q SPAN ND <br />I STRAIGHT STRANDS <br />10RPPN sRANDs6 SO 40.0 <br />G3o,E 806E FROMIG ATOM OF CENTER .ALL STRANDS OF <br />Has <br />CENTER H10 CENIER.EHORIZONTALLY AND VERTICALLY, <br />EXCEPI AS NOTED <br />y. ERECTION CAMBER <br />1%s' Esl. DEAD LOAD DEFLEC0LON <br />%' EST. RESIDUAL CAMBER <br />BRG. <br />CAMBER DIAGRAM <br />ERECTION CAMBER SHOWN IS AFTER DIAPHRAGMS ARE IN PLACE. <br />DEAD LOAD DEFLECTION SHOWN 1SFOR WEIGHT OF SLAB, <br />BARRIER, <br />WEARING COURSE, SIDEWAL K AND MEDIAN WHERE <br />6301E <br />CON1RACTOR WILL IAA: 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 />MARK EACH BEAM SHOWING BRIDGE NUMBER, CASTING DATE, AND INDIVIDUAL IDEN1IFICATION <br />UV 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 THIS SHEET Is INCLUDED IN UNIT PRICE <br />BID FOR PRESTRESSED CONCRETE BEAMS. SEE SPEC. 2405. <br />SEC FRAMING PLAN FOR BEAM END MARKED "X" AND DIAPHRAGM SPACING. <br />AS SUBMN ALTERNATE 10 THE END DANCHORAGEIT DETAILS OF A CAST-1N-PL ACE IAPHRAGM ANNCHORAGES THEENGINEER <br />APPROVAL N, THE CONIRACIOR MAY <br />ANCHORAGE MUST PROVIDE AN ULTIMATE PULL DUT STRENGTH OF 15 KIPS PER ANCHORAGE <br />G605E APRO VI SONS RDVED SEALER TO THE SIDES OF THE BEAM NEAR EACH ND PEP THE SPECIAL <br />0 MINIMUM CONCRETE STRENGTH PT TIME OF PRESTRESS TRANSFER. <br />02 010040M CONCRETE STRENGTH WHEN BEAM CAN BE TRANSPORTED AND INS1ALLED. <br />0 DRAPED STRANDS. <br />Oa STRAIGHT STRANDS. <br />05 USE M 0.A4]6. GRA6" D]A.T-DE IREz3o. LOW RELAXATION PRESTRESSING STRAND, CONFORMING TO <br />AST <br />rEER 0 PERRSTANDARD FIGURE N8302 MUST INCLUDE SOLE PLATE E A IAERED PAL 'PPE <br />CO CENT ER OF GRAVITY OF HOLD DOWNS WHEN MULTIPLE HOLD DOWNS ARE USED <br />O DIMENSION DETERMINED BY CONTRACTOR MAINTAIN 2 MINIM, CLEAR FROM STRANDS <br />Og TWO INSIDE BARS MAY BE PLACED ADJACENT TO VERTICAL STIRRUP FOR TYING CONVENIENCE. <br />C0 STEEL TROWEL 10 SM001H FINISH AND APPLY BOND BREAKER PER APPROVED PRODUCTS LIST. <br />11 ROUGH FLOAT AND BROOM TRANSVERSELY FOR BOND PER SPEC. 2,105.3.D. <br />6402E © opnoNaL: 3^ MAx. VIA. SLEEVE FOR HAULING IAFTE wSTALLanoN, Coal WITH <br />APPROVED EPoxr aorlDlNc acNT a F]u WITH AERovED NON -SHRINK caouTl. <br />BEAMS 83 <br />IVP. CLR. FOR ENTIRE BOTTOM FLANGE. <br />S.A.P. 199-010-012 FIG. 5-397.507 <br />"' MN45" PRESTRESSED <br />CONCRETE BEAM <br />(PRETENSIONEDI MN45-85 <br />P3003. BRIDGE NO. <br />SHEET NO.72 OF 99 SHEETS 02053 <br />