Laserfiche WebLink
Stop transverse slob reinf when <br />Abutment, See bent crap details for reintbrcement Bent skew is 20 ° or less. <br />t <br />2 C/ i <br />,-4 C� � � `� 18 <br />l , <br />4 <br />- A,� <br />Tod` 4 E�1- <br />12 2" cl <br />l <br />Wn9' Wa// I '�4 bar choirs 3 transversly � - distribution steel <br />Aeras i and 4%2 t longitudinally <br />I <br />i <br />LONG/TUD/NAL SECT/ON <br />BAR SPL ICE L ENGTH <br />— for Site ------- -------- <br />#4 #5 #6 #, * 8 - #9 <br />All bars? except top bons <br />in 26 <br />23" 128`J 34" 39" 45 J` 68" 76 J 85 " <br />spans over <br />Top bars in spans over 26 <br />23 1I28 34 53 60 77 97 I/2O1 <br />RE /NFORCEMEN r NO rES <br />Splices in top main bars to be located near center of span , <br />Splices in bottom main bars to be /ocoted near bent. <br />Spacing of all transverse <br />bars is measured along I rovdwoy. <br />Skew 00 to 2011 Place <br />all transverse bars parallel to bent. <br />Skew over 200 Place <br />transverse slab blurs perpendicu/ar to <br />bridge. See detlulls of right and below <br />4 J, n <br />�I 2- %2 i _. :4 <br />It <br />2% <br />14 bar <br />BAR CHAIN DETAIL <br />Curb and roiling not shown <br />6 -' 6 --j 6 -I 6 2111 <br />i <br />I <br />Transverse -- ��• <br />slab reinf. - <br />�ff lO coat. rota) 4 . <br />Main slab reins: -- <br />I „ I <br />3/ "drip groove) <br />EDGE OF SLAB DETAIL <br />.chase I co/llshuchi w Jail/ <br />2% <br />I - <br />I <br />� lyir�9�vo// flu �/ev ofboy�o� f <br />a l k the eo'9e o/ Dec,F 107e , <br />I <br />ABUTMENT 2 <br />I <br />/0 all <br />IO2'3� <br />A -4- <br />2_Yo 8 f <br />• — — — — — — — — — — — — — i -- i , r <br />, I <br />A -` <br />� ( I <br />, <br />1 , , <br />, <br />�X%S/ir�9 Abufir�e�/ - <br />I <br />, <br />1 <br />- Corps/rvcfio.� /rey <br />see Oelar/ ,4-4 • <br />(7y'lolctyl) <br />(Nof reyuirI iri areas ur/l <br />eri sling cor�cre� is c�ide� <br />/o a//ow rrew Deck <br />0 <br />Sawl each s1o7e aval chic <br />ou/ cewler S f f .5hear,�-ey • • - � flu%/ 6 <br />1 1 <br />I <br />•RIDGE DETART11Flii STAfE C`F CALIFORNIA <br />Uri/led ho%s 2'-.�~ LD�J �'st,S P,F 55 ANC NTTRANSPORTATION AGENCY <br />9 DESIGN SECTION 10 / 70 DEPAfiTMENT OF Pl BLIC 1hC`RK$ <br />I ;:ON C'F HIGHWAYS <br />I S«ti o„ DA rE of Ri 51,9 v <br />I <br />A— A t oulcn jnA�l 916 <br />D[TAILS -Cmd" ABUTMENT , BENT Z <br />x_ <br />QQ � <br />"v QUA14TITICS ft SLAB D ETA I LS W <br />• 1, J • LI l el I� �I l lh�� I�� �. II n 111 ��n� J it u J .�. .. III II �� l� �I I,l II� I�. wLL , <br />I. 1 - I- - - ---- _ �.. -- �- 1_'t =— _ _!i. �.i °- --- ---- ---- ----'-- — "---- '--- - - -_ .. ... _ _ r _. _.y.. --- _---- ---- -- -----a_.-- - .. .. - _. If �i�._.-•- - .r..l. .. .I li� �I ill i, ilu III li �I II li il� Ills i�l l�i l� .. - y <br />PR <br />I CK D Y- DATE _ r� II - { PROJECT �A CK TONS RD. SN0 TIS EFTS I TOTAL w <br />f <br />PROJECT ENGINEER OATS CNE, E Q ii SUBMITTED BY l DATE 4 APPROVAL RECOMMENDED 9Y .,ATE PLAN SCALE I - <br />- - -- --- - --- -- - --,--- -- - - - - � — -- - -- , � - -- . __ - -- -- - - --- -------- — �.---- - -- ------------ ----- -- -- - COUNTY OF S A N J 0 A Q U I N <br />�(/ • 8 �` C', ��� � � � !; .��-- J� D f� AW I N G N 0 • , f,3� I n �s � /�82 <br />0 t, lea C�. r � Zee i <br />FILE NAME n R,pyua a g'y9 ET N n . STATE NO. 29 -280 <br />HR 1 D 9 E-_= __ _ - _ _ _ - ---- - - - - - - - - - -- -- - - - - - ----- --- — --- - ---- -- - - - - - - - - - - - - - - --- - - <br />