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4 1 /2" 4 1 /2" 4" <br />cer <br />Face of <br />barrier <br />@ high <br />s i d e ----� <br />.-W <br />Steel barrier <br />3/8 x 6 1 /2 x 18 <br />0 <br />I Top of <br />`° deck <br />0 <br />N <br />CD It <br />N <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />11 <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />I <br />x <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />memoei <br />PLAN <br />SKEW > 200 <br />B <br />10" 8!, <br />f � <br />2 of <br />nchor studs Face of <br />staggered, barrier 1/2$1+[(Max Str temperature in <br />we rh a n g) <br />@ low /�_..� Fes) - (a ct ua I Str <br />A side _!,W„ = temperature in F')]*(a or a s) <br />d <br />(12)(contributory L in Feet) <br />1 /2" Minimum <br />a C= 0.0000060 <br />as = 0.0000065 <br />*TO SET MINIMUM <br />JOINT OPENING "W" <br />JOINT INFORMATION "a" DIMENSIONS <br />I I I I I I I I MOVEMENT <br />SPRING <br />LOCATION RATING SKEW WINTER SUMMER <br />(MR) & FALL <br />I GT <br />Bent 4 2 0 ** ** ** <br />Bent 13 3 1 /2" 0 3 3/8" 2 1 /2" 1 3/4!! <br />Bert 22 3 1 2" 0 2 1 2" 1 7 8" 1 1 4" <br />I I I I I I III I I I I Bent 25 2 1 2bb 30 1 5/8" <br />1 1 4bb 7/8!! <br />I I I I I I I I F-_,;I I► I I �** No Joint Seal <br />Assembly at the Bent 4 expansion joint. For <br />Joint Seal Type B at Bent 4 see;ii <br />g6-21 <br />RSP <br />A <br />I I <br />I I <br />Wof <br />I I <br />I <br />I I <br />I I <br />I I <br />I I <br />---'--------� 1 1 /2"0 hole for <br />i I I I <br />countersunk 5/8 W <br />anchorage. Place <br />I I anchor bolts on <br />approaching <br />I I <br />traffic end <br />I I <br />' II <br />I I <br />1 /1 6" Gap <br />>1 1<1 <br />TY P` <br />E-1\U <br />II <br />Paving notch L-- <br />3y or closure 2„ <br />¢ pour limits--'-CIr, T <br />Y P <br />x <br />c� <br />Initial pour <br />limits <br />Sheet <br />neoprene --'� <br />Normal to joint I$$ a o <br />1 /2" @ maximum temperature, <br />exact width to be determined <br />by engineer <br />SECTION A -A <br />I <br />CB <br />II <br />`� \ IN <br />5/8" x 8" Anchor Z <br />studs, (5/8" x 6" <br />in overhang area) <br />stagger as shown <br />Expanded polystyrene, <br />match existing joint <br />width for closure pour <br />Face of barrier <br />@ low side <br />PLAN <br />SKEW < 20° <br />SCHEMATIC STEEL EDGE MEMBER <br />NOTES <br />1. Alternatively, fillet or full penetration welds may be used at anchor studs. <br />2. Alternate types of anchor studs may be permitted subject to the approval by the <br />Engineer <br />3. Joint seal assembly to be used in conjunction with closure pour. (See other sheets <br />for limits). Closure pour shall not be placed until final deck surface is within the <br />tolerances specified <br />4. Use joint at crown of roadway, at any change in traverse slope in deck and at changes <br />in horizontal direction. Place other joints at or near lanes. All metal parts to be <br />painted or galvanized after fabrication <br />5. Sheet Neoprene shall be fabricated in one continuous piece and shall be fabricated <br />to bend around corners. Field splices of the neoprene are not allowed. <br />6. Insert assembly or expansion anchorage for 5/811x 1 3/4" bolts. Use installation bolts <br />extended 1 /2" minimum past nut and coat with bond breaker, after concrete has cured, <br />remove installation bolts, install A325 bolts and sheet. neoprene <br />7. Sidewalk Detail similar to Barrier Detail on low side at both sides if the roadway is <br />crowned or if the difference in elevation between the ends of the seal is 0.5' or less <br />8. a c, (IS' are the thermal expansion coefficients for concrete and steel respectively. <br />Bar 2 x 1 /4 x 6 <br />. centered @ bolts, <br />Note: with 3/4" 0 holes <br />Steel barrier � Shaded areas Grind top 1 /16$1 Gap <br />3/8 X 6 1 /2 X 18 2!! SMAWy1 /4/6\ to be welded Z114161\ <surface only <br />60• 60• J--�-- <br />1 /16" Gap <br />Steel edge <br />member <br />r � . <br />BARRIER DETAIL <br />HIGH SIDE <br />0o <br />N <br />NOTE: <br />THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD <br />CD <br />0 <br />DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. <br />c <br />SURVEY REVISION DESCRIPTION <br />BY DATE SCALE <br />PREPARED BY <br />o <br />DATUM: <br />3 <br />v <br />HORIZONTAL: <br />DRAWN: H. SULLIVAN <br />O <br />0 <br />VERTICAL: <br />DESIGNED: J. FREKING <br />0- <br />0 1 <br />2 <br />CHECKED: N. CALDERONE <br />INCHES <br />tIC 210 30 4� <br />l0 APPROVED: 0. BROWN <br />!� 0 <br />FILE No. : - <br />- - MILLIMETiRS <br />it <br />��' rl r <br />II II <br />2 !! <br />BARRIER DETAIL <br />LOW SIDE <br />DATE <br />09-29--16 <br />A:COM <br />09-29-16 <br />AECOM Technical Services, Inc <br />09--29-1 6 <br />2020 L Street, Suite 300 <br />Sacramento, CA 95811 <br />09 - 29 --16 <br />T 916 414.5800 F 916.414.1557 <br />SCHEMATIC <br />FIELD WELD <br />D ETA I L <br />60• <br />1 /4 <br />1 / 4 `�\ < <br />sa• <br />SCHEMATIC <br />SHOP WELD <br />DETAIL <br />5 8" 0 <br />anchorage, ' <br />see Note 6 <br />Top of <br />deck <br />Ty P N <br />V <br />SECTION B-B <br />NO SCALE <br />SAN JOAQUIN COUNTY PUBLIC WORKS <br />F f <br />,o <br />� McHENRY <br />� , oRIN A. I�RowN <br />No. C4W59 <br />30-18 <br />McHENRY AVE BRIDGE OVER STANISLAUS RIVER (REPLACE) * Exp - L <br />sr civ�� <br />�rP OF CA0* <br />JOINT SEAL ASSEMBLY <br />DRAWING <br />S-148 <br />0 F <br />S-153 <br />SHEET <br />152®F-176 <br />