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EARLIER REVISION DATESDISREGARD PRINTS BEARINGCOMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET.SHALL NOT BE RESPONSIBLE FOR THE ACCURACY ORTHE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTSCOUNTYROUTETOTAL PROJECTPOST MILESNo.SHEETSHEETSTOTALREGISTERED CIVIL ENGINEERDATEPLANS APPROVAL DATESTATEOFCALI <br />FORIAN <br />REENIGNELANOSSIEFORP <br />EDRET <br />SIGER <br />No.Exp.CIVILDESIGNDETAILSQUANTITIESBYBYBYCHECKEDCHECKEDCHECKED0123UNIT:PROJECT NUMBER & PHASE:POST MILESHEETOFREVISION DATESSTATE OFCALIFORNIADEPARTMENT OF TRANSPORTATION10-1C8804DESIGNSTRUCTURE MAINTENANCEDIVISION OF MAINTENANCEDATE PLOTTED =>20-JUN-2019FILE =>10-1c8801_04-joint-seal.dgnTIME PLOTTED =>15:45REDUCED PLANSIN INCHES FORORIGINAL SCALEs113541USERNAME =>DistCONTRACT No.:BRIDGE No. (ENGLISH) (REVISION 3/17/2017)STRUCTURES MAINTENANCE DETAIL SHEET429-0118C3488M. HALLSTROMBRIAN P. NGUYENC 682709-30-19WILSON WAY OVERCROSSING21.7J. RADUJ. RADUJ. RADUB. NGUYENB. NGUYENORDERING OR FABRICATING ANY MATERIAL.CONTROLLING FIELD DIMENSIONS BEFORETHE CONTRACTOR MUST VERIFY ALLNOTE:deckTop ofJoint sealguardwheelwithoutWith orJOINT SEAL AND DECK REPAIR DETAILS29-0118CHINGE 2HINGE 3Abut 4LOCATIONWATERSTOPEXISTING(inches)"MR"MINIMUM(feet)LENGTHAPPROXIMATEJOINT SEAL TABLENUMBERBRIDGEAbut 1BRIDGE NAMEBBH•1336622No362(inches)JOINT SPALLS DEPTH OFAPPROXIMATE(inches)JOINT SPALLS WIDTH OFAPPROXIMATE(feet)JOINT SPALLS LENGTH OFAPPROXIMATEHBWNo362NoNo11OVERCROSSINGWILSON WAY H = Hinge EB = Paving notch at end of bridge BB = Paving notch at beginning of bridgeLEGEND: The following notes apply to JOINT SEAL TYPE B:1)2)3)4)5)For details not shown see curb or rail joint.the low side of the deck where deck joint matchesBend seal 6" up into curb or rail on compressed to an average pressure of 3 psi. test cycle of the pressure deflection test, whenB) The width of the seal on the third successive uncompressed width of the seal.A) 0.85 times the manufacturer's designed minimum follows:W1 shall be the smaller of the values determined as by the Engineer.have been cleaned, minimum W1 is to be calculatedjoint based on field measurements. After the jointsMinimum W1 is the calculated maximum width of the and minimum W1 requirements.Seal must satisfy both minimum Movement Rating (MR) BARRIER RAILJOINT SEAL AT LOW SIDE OF DECKNO SCALEwhere deck joint matches the barrier rail joint.Details shown for illustration purposes only. For use onlyJOINT SEAL LOCATIONNO SCALESTUD ANCHORS DETAILNO SCALEExist GIRDER2‡"ØSPACING @ 1'-0"Ñ2" x 2" x Š" x 0'-6"TOTAL 4 BETWEEN EACH1‚" Min•" Min4"B6-21• HINGEJOINT SEALHINGE424242424WELDFULL PENETRATION(inches)JOINTCLEAN EXPANSIONDEPTH TO APPROXIMATE concrete removal and is to remain undamaged.2. Reinforcement may be encountered during deck1. Locations to be determined by the engineer.NOTES:NO SCALEJOINT AND DECK REPAIR DETAIL FOR BARE DECK TO REMAINEXISTING REINFORCEMENT DECK SURFACECONCRETEEXISTINGEDGE ƒ" DEPTH, TypSAW CUT VERTICAL NOT SHOWNNEW JOINT SEAL CONCRETE PATCH MATERIAL.FILL WITH RAPID SETTINGCONCRETE REMOVAL DEPTH IS 1"SURFACE PREPARATION, MINIMUMREMOVING UNSOUND CONCRETE ANDAPPROXIMATE DECK SURFACE AFTER9-19-18Abut 4EBNo362•24Abut 1BW1362No24ABUTMENT WITH BACKWALLROADWAYBACKWALL (BW)JOINT SEAL AT(BB OR EB)PAVING NOTCHLIMITSBRIDGEBACKWALLABUTMENTFOR LOCATIONSSEAL TABLE"SEE "JOINTWATERSTOP;272729323434Not all reinforcement shown for clarity.NOTE:SECTION AT HINGENO SCALE(TYP)RETAIN Exist †"Ø(TYP)REPLACE †"Ø@ 12REPLACE •"ØJOINT SEAL NOT SHOWN@ 12REPLACE •"Ø 4'-0"@ 12REPLACE •"Ø 3'-6"1016000022 11-3-1910SJ9921.737376-17-19