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:
<br /> ; j r Limit" of poyrnent Limit of pQ,j'tA ont WEST LANE STRUCTURES
<br /> J_ ROA INDEX NOFIL. YEAR TOTAL 's
<br /> _ — N SHEETS
<br /> ? 125
<br /> ' A 17—U 119631 18 194
<br /> 18
<br /> g
<br /> ke
<br /> 0 4i
<br /> f
<br /> ry boltsTeq
<br /> iO
<br /> 1
<br /> or
<br /> n �r !
<br /> f ef�
<br /> I Pt bol f , _.- -
<br /> --, -1 >Ftmznat Set"t1G1n /E?t`l/7�w i ( �
<br /> i
<br /> � 1
<br /> 0,7 Traffic far. <' r- ' A,
<br /> �T i
<br /> t �
<br /> r.4 �
<br /> '1 OI Ii yam_ "Q'i � , -+.. , / . L /Y WY
<br /> t
<br /> /< �'" t7 C_a V .J (� 4f 5...
<br /> ,
<br /> Llt
<br /> Lang
<br /> rrV�
<br /> �'"�ISkew
<br /> _
<br /> � •
<br /> +h o,'' . G
<br /> 5
<br /> � tf - � - �,fie _ � � „f 3�vr, __ _ �', !" Duper bars
<br /> t'fi Jfr� Of f ara¢7et, 1n,7�r CJarS Rad /�;iel l kka/r+
<br /> C
<br /> {
<br /> '' _ A //
<br /> •?� � J lq "''r l r r— _ r"- ' A .`, i ,asl� S,° �,. .,,"F;,; ,::z'".;N, l'7 s. f #7 #xp� i" '0}< i : a _ 1!7,
<br /> ,.... �,. t +�._ _. ....p, r' - 7 -z-+'r.. .W' e � �'� 1 1 V,! � (Y�.� .G° P eJ'-t s w.. E _ ..'.i
<br /> 1 �r . _ , _ ! Culvert
<br /> � _ _.__�..._._ �.,,._ � _ _._ � C� P.K ti.1117 7, .'.�;. 7�%d'7, �r- CT1, J' tc
<br /> e
<br /> _ kadrus of/00&/,T t
<br /> 0 ill
<br /> ! I ' buf /fit ,blf' //M +� ;
<br /> imor
<br /> NOTE: F'r clad past shoulder 1 s # : L
<br /> f
<br /> e t&17T Ba rS O'
<br /> w
<br /> does not occomn(odote RA ( rd '
<br /> I it 1 12 S ane t len;n ,° ± S,c ole
<br /> PART PLAN —
<br /> SKEWED
<br /> PARAPET- DETAILS FOR MULTIPLE SPAN GC1LVE _
<br /> f AOUt-,d hole_
<br /> osc" jnd I
<br /> f. END POST ON SHOUL DiR
<br /> , 1 I _
<br /> L SKEWED PARAPETS
<br /> C tN'.:TRUCTION NOTES �h'1 a A
<br /> --_—__� __._ _, ae m r in t), ei f - 4 8 trs Skew Spon 314 5 6 8110112
<br /> hit; ne, of s/o , in ri7 e t Angle
<br /> rr ' c T 7 �°
<br /> SPECIFICATIONS STANDARD SPEGiI !C ,TVONS, D!VISfON OF HtGHWAY5 , C1,tRRENT C. V6. Jf 7 It, t/e/ S/O -- - Bor No 1 4 41 5 ' 616 r B
<br /> EDITION AND SPECIAL WROViSIONS ACCOMPANYING PLAN g _ ew 7n TU !an �a 15ai �/�/OOffTar�c� � 2���3 � 3{
<br /> a o'
<br /> 2 ./St/ nSt !/Ct n
<br /> ' _. ----±
<br /> 4 5 6 7 8 8
<br /> EXPANSfCiN JOINTS ' NONE 1N INVERT SLAB. UNDER COVER LESS THAN SPAN `_ � ` — " , _. 1�01Bar NO � 3+3731313 .✓
<br /> l6 -30 �t No, of bars�z!!
<br /> LENGTH , PLACE t/2" EXPANSION JOINT FILLER IN TOP S,.AE f See rSpeclaJ raV:SaanS!! No'
<br /> 416 , .. _
<br /> AND SIDE WALLS IN DIVIDING STRIP OR 01. TSIDE SHO'.ii-DER. ` J "Bar
<br /> No 414 6 fS 7 P !
<br /> / i <:' /,,, ;' for Rail Element. 31 -45 1No ofbrrrs 3 J 3 3T,3
<br /> 3 3 3
<br /> UNDER COVER MORE '7NAN SPAN LENGTH ; PLACE EXPANa°SON Is '"3`} f'��aX, 6�3� MaX. + � .
<br /> JOINTS IN TOP SLAB AND SIDE WALLS' ONLY A 30 ^: - w 4v d teck — �
<br /> CENTERS , AND ADDITIONAL JOINTS AS DiRECIED 3Y " ;'. UIS/de edge' bf / 0a-45° jjP4 NaD,o.S
<br /> T _. ._.._. _- _._ } i ._. s^houlder.
<br /> ENGINEER AT OCATIONS OF CHANGE OF FOUNDATION f.HARAi,, ,..R. . , �8 ,~ ^ tt � J
<br /> CON5TRUC'TION LOADS : CONSTPUf TiCN b-OADS HEAVIER THAN ,.ECAjLOADS � , E t 's
<br /> NOT PERM TTTED UNIh- CONCRETE HAS REACHED � &,s.
<br /> F a' >7PENGTH ?F 3,000 PS At,ID STRUCT RE STRUTTED
<br /> AND CUSHIONED AS DIRECTED ay THE ENGINEER r"'Ct hL1le5 fat` � � � / a
<br /> r;1 .. 'IC,?re�lG'af ocfijU$tment ! i � � - l';'"rJ'✓Ide lf�a h WS7.`'/5 ',' .- _ i� IR �•1.
<br /> _ li
<br /> � , DESIGN NOTES 'y 1'
<br /> 1 DESIGN% A.A.S.H.O. DATED 1957 WITH REVISIONS AND AS SUPPLEMENTED �,y,. Bolts
<br /> BY BRIDGE PLANNING AND DESIGN MANUAL. A' T g , —
<br /> e 1 3 6
<br /> UNIT STRESSES FS • 20,000 P.S.I., N= 10 r— �__ i _ __ < BG/,`S =- > Between $paae
<br /> a
<br /> " F rS
<br /> FC . _ 1,200 P.SI. f
<br /> — _ P-ovide cut ,woshers,
<br /> REINFORCEMENT EMBEDMENT IS 1 �2 DIA. CLEAR, MIN. I, EXCEPT AS NOTEDS „ 3e'X �l'XO' 6%rl 1—
<br /> . f X /4 X n POO,+' Shirr posts (3.'3 required'
<br /> R Wash6
<br /> 8 / 60
<br /> AR T
<br /> rSTANDARD BOX � ULV 'E
<br /> S£ STlC11lr' A -A fi'A !`�_ Clt1G DETAILS
<br /> „ -�--- � „ I „ MISCELLANEOUS DAIL. S
<br /> Kcal
<br /> 7
<br /> At`k 11312;D6E FlLf + at„Nti
<br /> i
<br /> I _L. DRAWING N 1
<br /> 9 Z/' RF "1 I t '
<br /> iJ 223
<br />
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