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,77 , xt. .. .. •.;:.. ,. ,. ._i, . . .-.,.. >< is , ^ $ �tl <br /> '�'•" ... _ :. ..,- <br /> ... <br /> M.. <br /> I 3. <br /> i <br /> y <br /> :, ., ... .m <br /> .»� .. F r"9 <br /> ... . „ 5. <br /> .. w ....eW n:. <br /> R AO 80X CULVERT o <br /> N Worft <br /> AW <br /> R f . . <br /> RIVER ROAD.: <br /> ---------- <br /> 1%0 <br /> _ S 3JID CROSS t <br /> — - _ --- 10 FILE steer rNrA <br /> / -5 - a-Qta I9el� 4 r; ' <br /> r <br /> 2 - x /- splice <br /> bolts ,r a ,f i'fr Length of Cu/vert <br /> . 9 4 a .� Post spocrng r„ <br /> s - 8 per joint. 2 44 1 44 2 ,� t t, F <br /> Post bolt hole <br /> Lap in direction <br /> 2 � t �I <br /> 1E Post bolt slot 9/ .h <br /> of traffic- Skew ' .. <br /> CZT <br /> s „d ,,Bars or Spacers 4, <br /> h , <br /> Culvert <br /> }}}y _ <br /> PL A lV _ _ _ 4 Moil? re to <br /> reminal section lapped _.. __. �— - __-- - - ___ x 2 - <br /> traffic face <br /> "f� 'Bars <br /> slot <br /> (Ion' <br /> - <br /> _ ��- ��� i �— - �-s r tHdf tt /�1A"¢ NIA✓ ;, <br /> thoa <br /> ' � � If � —= � • _ slotted ho/les � <br /> _ - 1I <br /> of - - PART PLAN — SKEWED <br /> PA RA PET DE TA /L S FOR SINGLE .SPAN CUL VER T,S <br /> I _ asbestos sheet packing ' <br /> .,_..-.__. t4 <br /> kin <br /> s s t p � --� <br /> at expansion joints only. <br /> II 61 "/5. 5 Length of Culvert Skew <br /> �I CROSS SECT/ ON EL .1E` VA-TION r--- <br /> t „f ,,Bars . Run 2 outer bars ` ,. <br /> �j /en th of parapet, inner bars Rad. r3 In Wall f <br /> RAIL SPLICE _ <br /> _ to Span. ' <br /> AL TERNATIVL" END DETAA <br /> .L, Scale. .3 „_1, O„ Hcaops ,/2- f- Culvert _ <br /> I if <br /> R di'us of rounding <br /> but not less than 4"nor <br /> NOTE. Place end post on shoulder more than rs.- ___- "f„Bars 0'' <br /> a if structure does not accommodate �1 <br /> A l2*6 " unit length. <br /> 1`vi ( II 1 N USE OF STANDARD PLAN PART PLAN - SKEWED <br /> i I.It s <br /> /"STRENGTH ” r ,� " " PA A PE T DETAILS FOR MUL T/PL E SPAN CUL VER TS <br /> iq <br /> I STRENGTH CLASSIFICATION", SYMBOLI7ED BY THE LETTERS A 13 "C " ETC., <br /> /0? Round hole. � '_ L__J �{ AT THE TOP OF THE DATA TABLE IS MERELY A CONVENIENT DISIGNATION FOR A <br /> Set post in <br /> PARTICULAR STRUCTURAL SECTION FOR A CULVERT OF ANY GIVEN OPENING. IT <br /> IS DICTATED BY THE COVER OR DEPTH OF FILL OVER THE TOP SLAB. <br /> osition and L-- ---- -� <br /> 611 with PCc f"LEVATIOIV <br /> i <br /> { <br /> �. �X18t►Nq �'0ppeet t0� <br /> temorsd flush wltb dak ' <br /> r <br /> 71 <br /> ' SKEWED PARAPETS <br /> � F/ / R • i <br /> Drcv'idt *4 -3r4aw�k Skew Span T34 .516 8 !O!2 <br /> CONSTRUCTION NOTES #8 ►rs <br /> 18"ctr's.drill , P ,: Angle <br /> ument yrapt mto erls}inq Bar No. 4 4 5 6 6 781 <br /> SPECIFICATIONS' STANDARD SPECIFICATIONS, DIVISION :OF HIGHWAYS, CURRENT duJc,rrellsspigrwty New Construction 00- 150 <br /> EDITION AND SPECIAL PROVISIONS ACCOMPANYING .PLANS . O. of bar 2 2 2 2 3531 <br /> Existing No� <br /> 0 Bar No. 4456788 <br /> n 160-30 00 <br /> EXPANSION JOINTS NONE IN INVERT SLAB. UNDER COVER LESS THAN SPAN 'j - ' ' NO.Of bar 2 3 3 3 3 3 3 <br /> LENGTH, PLACE 1/2" EXPANSION JOINT FILLER IN TOP SLAB See "S ecial Provisions" <br /> AND SIDE WALLS 1N DIVIDING STRIP OR OUTSIDE SHOULDER. n rr , ,r p o o Bar No. 4 4 6 6 788 <br /> " M x '3" Max: 8x8 x l -2 /,r for Rai! Element. CULVERT EXTENSION 3/ -45 ofbars 3 3 3 3 3 3131 <br /> UNDER COVER MORE THAN SPAN LENGTH , PLACE EXPANSION 6-3 a 6- <br /> JOINTS IN TOP SLAB AND SIDE WALLS ONLY AT 30f ± SOS D F. Block.- a_ o <br /> AS DIRECTED BY THE �-' � � Outside edge Of D 45 4 Hoops /2 Ctrs• <br /> CENTERS, AND ADDITIONAL JOINTS D -� Shoulder. <br /> ENGINEER AT LOCATIONS OF CHANGE OF FOUNDATION CHARACTER. <br /> ' - <br /> 78 <br /> Mln. bolt 5 <br /> / Bolt <br /> CONSTRUCTION tAADS : CONSTRUCTION LOADS HEAVIER THAN LEGAL LOADS 6 Ac" 15.5 Posts I <br /> T PERMITTED UNTIL r CONCRETE HAS REACHED A ' " -- I I <br /> NO E U at 6 3 cars. �. <br /> STRENGTH OF 3,600 P.S.I . AND STRUCTURE STRUTTED <br /> AND CUSHIONED AS DIRECTED BY THE ENGINEER . Slot holes for Prov%de lock wosher�---__ ; -��r� rr <br /> vertical ad ustment. <br /> 2-1�,rxlrQrr <br /> Bolts <br /> r rr <br /> 8 2 4`,x4`-/O" h ----- 5 �---- @18 x3 -6 <br /> Between Spacers <br />� Provide out washer:; r rr r r rr <br />.x 2%"X %r x ar- 4" ds Shim posts as require 3 x / x0 -6/ <br /> 8 / 60 <br /> t`♦ 0 po p 9 R Washer <br /> A <br /> STANDARD BOX CULVERT ° . i <br /> i <br /> SECTION A -A R.-4 IL INC DETAILS <br /> i <br /> Sco/e. ! - / -off rr=/,-O <br /> M I SC E LL. AN EOUS DETAILS <br /> SCALE BRIDGE TILE DRAWtNG <br /> R/VlAlW 941-61 <br /> i1�MadGce�CxRo!/.t)af. Pi2El. [NtAWINGFio; P• <br /> Y <br /> I <br />