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<br />BAR` CHAIR DETAIL
<br />EDGE OF SLAB DETA/L
<br />L ONGI rUDINA L SEC VON
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<br />All bars, except top bars
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<br />° in spans over 26' 23 28 34 39 45 68 76 83
<br />. ,RECORD DRAWINGt�
<br />' Top bars in spans over 20 ii a i� it i� i� i� ii _ F, 4#..
<br />'#ar* 23 28 34 53 6G► 77 97 124 ..--� - ,� Corrections By o�
<br />` ���� �---- ` No Changes By
<br />�W cap stirru s - . �.
<br />Rfi"/Nf �RG`�'M�'NT � � H� p � � Date �/��/��
<br />NO ,. Ak i°1'oce parallel to Any Person Using This a Dr wing Should Verify
<br />main slob reinf. �,- \ a All Information By Inspecting The Site Of `
<br />p/ices m t0 robin hors to be / t y
<br />p oca ed near center of spore -
<br />f /� 'INWork. e i
<br />Sp Ces in bottom main hors to be /Ocoted neap' bent . Note � View for main Span over 24'.
<br />Spacing of o/l transverse bars is measured along � roadway.
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<br />- 'bridge. see details at ri ht and be/ow • TUP SLAB RE/NFORGEMENT A T ,BENT
<br />t (,skew over 20
<br />7 C e
<br />1 GENERAL NOTES
<br />DESIGN; A.A.S.H.O. dated 1983 with interims and Caf-Trans Su I `
<br />Load Factor Design) h .
<br />distribution reinforcement -
<br />;, (=• F. ' w _ LIVE LOADING; HS-20-44 alternative, ernative and permlf design load.
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