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0 <br />IV <br />Du PL AN <br />'e xv/P0,5/-S 'q .5pines C cz "5;L.6 "v <br />/P7// P0_51ZS IV 5- c 45 Z aO -: 6 <br />"wholes 6- rods 9 spaces 6 6 59 av <br />a-ce A0 tO//Ow apavwhollc palll <br />pre Inq 31'On <br />6 Y4 Pre �e ns ion 'n <br />EL EVA TION <br />5ca /e; 31g" / f-0" <br />4* <br />lFrING TEE Bar LA Your <br />T <br />j/ <br />zZ A� 7 c7:v7/ see sec X -A Z-1111'5 <br />WORKING FORCE (THE TOTAL FORCE PER GIRDER UNIT REMAI-NING AFTER <br />ALL LOSSES, INCLUDING THOSE DUE TO CREEP AND <br />SHRINKAGE OF CONCRETE AND CREEP OF STEEL HAVE <br />OLCURRED = 4-7 5 FOR POST-TEN51ONED GIRDER. <br />55,5` FOR PRETE'lqSIONED _(51ROE'R. <br />THE LOSS IN STRESS IN THE POST -TENSIONING STEEL <br />DUE TO SHRINKAGE, CREEP, AND SEQUENCE STRESSING <br />SHALL BE ASSUMED TO BE 24,000 P. S. I. FOR P0,5T-TENSt.0_N <br />-AND 30,000 P5.1. PRETENSION, <br />IN ADDITION To LOSSES NOTED ABOVE PROVISION <br />SHALL BE MADE FOR LOSSES DUEJO FhICTION, <br />ANCHORAGE TAKEUP, AND ANY OTHER LOSSES PECULIAR <br />TO THE SYSTEM OF PRESTRESSING USED. <br />CONCRETE F6 = 4,500 P. S.I. IN 28 DAYS <br />3/4" MAXIMUM SIZE AGGREGATE <br />PRESTRESSING STEEL: SEE SPECIAL PROVISIONS, <br />---- -- ----- <br />SHEET F, <br />/07 <br />- _X-5J-FA5_ 900---- <br />WALNUT GROVE ROAD <br />MMy, W,ATpRj.`W_ &TTTOTAL <br />_ <br />SHEM <br />7 CALIF 5300(s). 14 <br />r,4'roairz ENGINEER CIVIL ENGINEER —LICENSE 8363 <br />"IFUMVE0 <br />A6/�-' 9a;l PO�5-1 5ZO�7CI17V 10� 151��e4/ Zp-,717S� 51�)Ilhle <br />'y <br />04 F==1 45'_- -95 zp' 60 40" 1-15 Of <br />*4 �'ol©/ 9 <br />V. each al"4ohliggI77 a, 0 <br />u khal -1 eachead <br />Ix- <br />t <br />A, <br />wa <br />u _e /87 545P 40, s 7-*'o -1141-Ve -9 11 _�d "I <br />1?0!0 <br />7 io Xgl 7 <br />-7 Of <br />SECTION A -A <br />Scale: ;�'4' / ! 0 It <br />i-AKIPO-51 <br />N <br />3""holc <br />rods- al- <br />ot's IZZ197, <br />MeVW.AaAk Qsrd r 01171Y'- <br />'y <br />07 ova -51,:IC of ac *C <br />,Y <br />01hv- vo'e to 6e coaled wl 1h <br />'b-leV-d -c- 1,o <br />9,r0e1A,7q- t <br />4- <br />P"o rods; 2 nu�51 '2 lock wo -3Aers <br />e -4b"x4-'#b6vp_1ed r5 <br />J., w0she <br />31 51a/-,bo11h6Vej- fao- Ile,-&dl adJ415-10,-171 <br />min. 71-A) i c A <br />4al OW 1 _//1 <br />SEC T1 0/v 16-'B <br />NEW I-VPE 3?10GE- <br />Ac <br />h f brk /wo/fe/umre /1?/'v&/- <br />ross Soul <br />SAN JOAOUIN COUNTY <br />PRESTRESSED GIRDER OE TAIL S <br />L H. 8RAOLE)l 'Counly Abod colnml�5slbner <br />CZ 5 7 13 <br />0M17 I74-Che, Bl1lVe //0.6/- No -Or _/0 <br />1.5b,,e 7 of 9 5ieefs <br />STATE NO. 29C-0 10 <br />