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_,5maH 5poce permitted <br />wilhl;? group. <br />CLEARANCES FOR PRErENSIONED STRAIV05 <br />51rands moy be bundled In groups consIsffi7g of 3 vertically and 2 <br />horizontally., and separGled al the ends. <br />2. Me m1n. distance '05 "' between groups or Individual strands is Mr" <br />lor -318" strands, 1,k4" for 711W strands ond 2 11 for s1rands. <br />I <br />J. �5`0 is measured between centers of adjGcent strands. <br />4. ApprovG1 of the Enql�7eer is required for deviation. <br />411 <br />f- <br />2-*6 ' <br />4!0 <br />..,&—Enod of g1rder <br />4# 2 <br />L 2-9 notched end only <br />4!0 <br />M <br />2- 05 P" <br />4-0 <br />2 *5 <br />C'5 <br />2.'o" <br />40E rA IL E *4 c9 24 <br />4 ?11 4 ?D <br />4�O // /77/ . n. <br />Gif*der end blocl(----_ <br />A 0 <br />.,1-*4&121*4&6 1-*5-tf&6 <br />48 4; 0 <br />,E-nd n7ay be sloped <br />as required. <br />3 Ife <br />'ys (d 12 " Ctrs. <br />see ""Delail E " <br />/a <br />CIST. I COUNTY ROUTE POST MILES —TOTAL PROJECT S"' T*TAL <br />No SH99TS <br />BRIDGE ENGINEER REGISTERED CIVIL ENGINEER No. 5 5 <br />DATE APPROVED JULY I? 14111 <br />STATE HIGHWAY ENGINEER REGISTERED CIVIL ENGINEER No. 9079 <br />PRESrRESSING NO rES <br />Workb7g Force rhe force remal�71�7g per girder <br />GPOr all IOSS61. <br />Concrete Strength: Is at Am& of InIAG/s/ressIng., <br />111% 00 <br />C (if I i <br />/V(/ G "C L Z: 1VL1 (J (Jy -*0 .0 P <br />.ymmelrical about ilf span camber: GIrder suffIl IS to be costparabollc With value <br />shown as ordInGle a/ �E span. <br />Path of center of gravily of preslressb7g Dimension 3g <br />Al <br />steel to approximate a parabola. rolerance z - Screed 11ne elevallons for deck concrete will be <br />�and deck slab. 1here sha// 06) a mill ot 2 hololowns within the span. 006VA171ilew by rhe Engineer. <br />4! <br />P Workin <br />g Concrete 51rength Deflection Giraer <br />location or force in at q'Span Camber <br />'5 7,g 4!0 thru IP4'1 0 hole at each end. desl�nallon due /0 C/P <br />V �9 6 *4 (d 6 *4 P2 924 fl I at <br />shoo - <br />We 1!4 " boll requIred for and length fC Slab IV Span <br />7 spaces Y0 Y0 <br />_oot ENO �6'R4N exterior _g1rder. See"Insert Assembly --Detail -7- <br />m1n. <br />e1NreR P,4N:r 11,91 6 A Oz; �ale / -s <br />6A* Max. <br />ELEVA rION <br />44 cont --#4 4 11 & 24 <br />with #4 n <br />crosstles & 9"max <br />*4L-,e 4!0"' <br />lot 6 0 3 cont <br />44 rl 9 6", <br />lot 4 at end <br />9'max. <br />06 <br />SEC rION A -A <br />Construction joint between g1roler <br />cont <br />41 r 4!0 <br />tot. 6 <br />or IJ with 14 r-1 <br />I crosslies & 911 mox. <br />__9 max. <br />`9 see <br />it M <br />Y_ 45 tail E <br />1!7" <br />SECTION 8 - B <br />2314 m1n. <br />boll X J <br />In. - <br />-T <br />Jill <br />.,�W'malleabl& 1�00000n <br />or steel 17ex nut <br />z <br />INSERT ASSEMBLY DETAIL <br />W W <br />0 <br />- OWW15 - am A-- , o 91 Me, qsl, � io P 7e a' 6 /7.� Vev -s <br />-7 <br />he eawle-aclov- Inao selAWII eel&11,S ke"',10051 <br />Weh- shall,,�ezOjecl Ao 1he <br />U)t0t 2 ""`_7e-,1owe1 - <br />/0/ 1? leelweel? yl;eelo�5 <br />4 cont. <br />t ----j*4 X 4�6 <br />go',- <br />70s see Detail "E <br />Tr- <br />1!7 <br />SEC TION D D <br />80L rs REWIRED <br />�,,e"Bar wl 4�8"'HS BOU <br />L 0 CK WA SHER W/ <br />umcR Nu r rwo wAwms <br />elhpo��nwv al? ekww- <br />'i I , I <br />61raer Depth 0 GIraer Dli7phrogm Y z 4&blllivell�� <br />12 2 5 J <br />4 , salne length as L., 3:6"to 4-6" /8" 3 4 511 411 <br />L 6 x 4,v 1P2' use where d1aphragm Is 5!0 to .5!6 24 4 5 4 �/,j' <br />hrlmdl�7gl�Vel- <br />Parallel to deck discontinuous. 1101e$ <br />WrES: <br />+ Slope end as neceSSOry P.,4P7 &-`C7101V 1V4--e*4R <br />6alvanIze a# parls after ftrication. <br />4- <br />+ IN7ZI,?l <br />/11 <br />2. Insert assembl <br />y required to,- exteriorgirdor. <br />+ <br />C K;V_� I <br />-N—f 13 Place dldphragms normal to girders. onl <br />y <br />0 <br />% D= =C. <br />al'071aWW 11117ZR"1t&�WXorZ <br />4- + <br />0 0 <br />14� 0 <br />1-0 boll In STATE OF CALIFORNIA <br />0, BUSINESS AND TRANSPORTATION AGENCY XS - 121- <br />Insert **PVC pipe 7/72 DEPARTMENT Of PUBLIC WORKS <br />assembly hole 'A-S' 'BUILT DIVISION Of HIGHWAYS <br />"'e'? ""Siot/ey hole <br />M' 3 CHANGES 6,0". /Vo egd-- 231 <br />IN rERIVEDIA rE DIA PHRA G/V 'ID A T E". <br />:�*4 1!4 24 <br />4 <br />cont <br />6 6 <br />-0- Soo- <br />101 1 .,t . /I <br />IV <br />#4 X or )S <br />SEC 77ON C - C <br />oktC $Us <br />tylea. 3 IRC 6 64 -A 2'� <br />Y'_ <br />W y OA-K ANN30V�L <br />�/01 <br />WT <br />Z <br />7 <br />V, —77-77TV" <br />'VALLi <br />J <br />�A y' <br />4—, <br />PRESTRESSED I GIRDER <br />BRIDGE DRAWING SHE[? <br />NO. MILE NO. <br />�7 11 7- "F73--1 <br />woo <br />T <br />POST <br />? <br />po" <br />? (PHASE, <br />_S ':, [RD <br />'�'F AN, <br />y il�( N, 0 N E'-, MATHEW$_ ROA <br />A�Q I N'%�' <br />3- 4 <br />F. <br />-7, <br />7 7717, �7--­7 <br />-7 7� ..40ft, i <br />JW" <br />_X_ <br />;A' <br />A <br />L <br />