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11 61 1 1 Neill I I <br />raillI 14 splIqicos balwaoa oosls 6) 6�- 3 k1al Zfl7ylh 91 0 <br />T <br />T -T <br />A % <br />A <br />--4 <br />J_ 4- 4 <br />Sla. 35404 <br />J_ <br />Set Delail;C <br />5ea 00,-Wl A <br />55e.el Ala 5 PLAN <br />SCAL E 4 1'- 0" <br />65LO" <br />.16�. 0 .16 0 16 6 <br />.16�6"` <br />24.4 <br />cX151-looi y/waI ll;,7c <br />C,/jg II Za fl <br />GAWNE ROAD BRIDGES <br />ROAD FILE SWEET STN%TATL <br />INDEX YEAR I E 5 <br />NO. NO. NO. <br />77 281 1961 2 ep <br />4 <br />3,e 0 <br />9t. o" <br />en;:1ye'1,e16,,67I 254' <br />T _T_ <br />7!a, <br />A L L L <br />TYPICAL IIIISECTION <br />SCALE 1 1- 0 <br />4 <br />GENERAL NOTES <br />SPECIFICATION LR <br />All <br />DESIGN- A.A.S.H.O. DATEO 1957 WITH SUBSEQUENT REVISIONS AND <br />AS SUPPLEMENTED BY BRIDGE PLANNING AND DESIGN MANUAL. <br />CONSTRUCTION., STANDARD SPECIFICATIONS, DIVISION OF HIGHWAYS, <br />DATED JANUARY 1960 AND THF_ SPECIAL PROVISIONS. <br />LIVE LOADING. H20-S16-44 <br />UNIT STRESSES: <br />REINFORCED CONCRETE, Fs=2OtOOOPS.I. I - <br />Fe = 1,200 PS,I. <br />N = 10 <br />FOOTING PRESSURE-: ?-TONS PER SQ. FT. <br />_7 REINFORCEMENT: EMBEDMENT IS CLEAR TO OUTSIDE OF BAR AND IS 2"' TO <br />7- <br />MAIN, REINFORCEMENT, EXCEPT AS NOTED. BACKING FOR HOOKS A <br />IS FOUR DIAMETERSj EXCEPT AS NOTED. <br />WHERE REINFORCING BARS ARE SPLICED, THEY SHALL HAVE <br />SECTION, A -A A 20 DIAMETER LAP UNLESS OTHERWISE CALLED FOR ON <br />I It = 11 — 11 THE PLANS. <br />SCALE 2f 0 <br />COUNTY OF Well <br />DEPAarmci OF PUBLIC WORKS <br />IeA aler A*Iey e5,A2 <br />Celli <br />GAWNE ROAD <br />BRIDGESI <br />a Ll <br />TYPICAL PLAN & TYPICAL ELEVATION BRIDGE 1216 <br />CAtit <br />0 F_ 5 cl p FIN' r X_ D RA Oler N <br />*------- ;1.4 L, H, 3RAQL6Y IU27 <br />^IiKO aimic rNI ce PIL.13UC A I <br />IT <br />-245 <br />STATE NO. 29C-2449 29C <br />FILE NAME <br />v <br />