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<br />ss
<br />Curb and railing not shown -
<br />b` - Stop transverse- slab reinf. when
<br />Abutment-'1ki See bent evp details for reinforcement agent ; skew is 200 or less.
<br />2* ci 04 /8 4" 6 6x 6, C ► ,
<br />-I 2 cl.
<br />� y{
<br />-` - - t Transverse •
<br />�—*I2 c1slab reinf. -
<br />..- � -� �-
<br />'4 bar choirs 3, transvers/y 5 A /2 . 4 bar ,k
<br />} �___ ___ -•- •. •*/0 cont. Total' 4 .
<br />distribution steel Main slab reinf.
<br />and 4 12 _f longitudinally lei
<br />3/ "drip groove -- }
<br />. BAR CHAIR 0ET,4IL 3 T,�IL
<br />__ _. f DGE' C� `SLR ` !aE
<br />• Lt�1VGI WDINAL S�'CTiON` • � __ _,__ ______, _
<br />; l�stoi> ` �'d/�'d/11Zc0'`` '.il��'/ :S/CC`fi� • '
<br />Br19c Occk ..-.w- Exoonsion , joi/rt ! ,l1in
<br />I I -
<br />- �- Cap reinfa ac*m*nt -� �4918 ersE
<br />r
<br />Utitity Co�o�aits
<br />BAR SPLICE LENGTH t _ _ _ _ �_ � ► _
<br />7- A, hor7e)
<br />Bar ,bite 4 5 6 7 89 #/0
<br />All bars , except top bars
<br />�� i� f� " " a ti
<br />in spans over 26 " 23 28 34 39 4,5 68 76 85 �.- = — =•
<br />rXPAIVS1449N Jul4(Nr
<br />Top bars in spans over 26' 23" 1 28" 34" 53" 60" 177" 97" /2O" -
<br />Cap sti rugs � � - �-- No Sc�/e
<br />RE/NF'ORCEMENT NOTES Brace parallel to.--_ --.
<br />Sp/ices in top min bars to be located near center of spon, moin slab reinf. --- �, Ilk"
<br />Sp/ices in bottom moin bars to be located near bent. = /dote View for main span over 24.
<br />Spacing of all transverse bars is measured along C roadway. Bar lacement similar for spans under 24'
<br />,o p
<br />Skew O O to 20 ° Place a// transverse bars parallel to bent.
<br />O
<br />1* 421
<br />�z
<br />f Skew over 20 Place transverse slob hors perpendicular to Td P SLAB }?E"/1Vf-0HC`k-1WVV[' Al bItIV "
<br />bridge. See details of right and below.
<br />(Skew over 20')
<br />GENERAL NOTES
<br />DESIGN, A.A. S.H.O. ' dated 1973 with revisions and as uppl rented � r
<br />by BRIDGE PLANNING AND DESIGN MANUAL.
<br />distribution reinforcement
<br />LIVE LOADING, H520-44 and alternative
<br />rid h,,7oh?d of Utility/ - C&l7d%�if to `
<br />REINFORCED CONCRETE; f = 24,000 psi, except
<br />Aahaap~ rryairo/) - 20,000 psi in stirrups
<br />COP sfirrups fc = 1,300 psi :
<br />P/ace p0r0i'lel to ° n = 10
<br />logA moin slob reinf.
<br />1 i
<br />D cell AS
<br />BUILT
<br />�i
<br />Moro skit)
<br />�, �.� i Do 170 cv, CORRECTIONS
<br />���, `. � � � \`� �. 6� and Co BY 4
<br />reinforcement - - to �.. , _ _ _.1� :.
<br />_ �,-.. -;, I - =-_ y �° NO CHANGES 4
<br />DATE 7s
<br />' 6�00. Uti//f 4o//�(Jl��� i.: r> Fit .x>- .>. i_- .-V-1-st. -_ s• o,r w>< s a 41IAIE Cri'...`fi. �: \iA w.z q., •r l wi ,. J>�. ;rA�x :w
<br />a c j % '"f
<br />DESIGN SECTION IO( f 0 SUS�NFSS 4TM ITOF �oSk-ICTI O AGENCY
<br />/r* j j j ) �� - (7EPARTISION OF PUAGIC WORKS
<br />/f• �/// (yf O ViSiOry OF F�iGt�wAYS
<br />*1A y 1971
<br />01BSIGN es ffc9 I9T�
<br />MAR. 1976 '
<br />,�,• , r
<br />DETAILS ■►
<br />8CTTC�M SLAB REINFf.7RCE EIt�T T AE� _
<br />SLAB REINFORCEMENT DETAILS
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<br />s 't#- s - r-:.,sue .ram ., o. ,. _
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<br />.. ., .. _- _. � >, .. �
<br />_ � II II II II II
<br />a
<br />ASHLEY LANE BRIDGE
<br />O U N ).____,_
<br />" Y O F � J Off. U I N SCALE.:No scale � ► PROSE C�r y
<br />¢ �� No. 1501 8
<br />ROAD FILE INDEX No. -
<br />STATE NO 29C 301
<br />FILE NAME DRAINER I SKET N07
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