COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF TRANSPORTATION BUREAU OF PROJECT DELIVERY

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1 GENERAL NOTES. DESIGN SPEIIATIONS: PENNDOT DESIGN MANUAL, PART 4, STRUTURES APRIL 05 EDITION. 989 AASTO "GUIDE SPEIIATIONS OR STRUTURAL DESIGN O SOUND S", INLUDING TE 99 AND 00 INTERIMS. 00 AASTO " SPEIIATIONS OR IGWAY BRIDGES", 7T EDITION, 00 AASTO " SPEIIATIONS OR STRUTURAL SUPPORTS OR IGWAY SIGNS, LUMINAIRES AND TRAI SIGNALS", 4T EDITION, INLUDING INTERMINS TROUG 006. DESIGN IS IN AORDANE WIT TE WORKING STRESS DESIGN METOD. (NO INREASE IN ALLOWABLE UNIT STRESSES ARE PERMITTED EXEPT OR GROUP III LOADINGS WI PERMITS A % OVERSTRESS.). ONSTRUTION SPEIIATIONS AND WORKMANSIP: PROVIDE MATERIALS AND PERORM WORK IN AORDANE WIT TE URRENT VERSION O TE PENNSYLVANIA PUBLIATION 408, AASTO/AWS/D.5 - BRIDGE WELDING ODE AND TE ONTRAT SPEIAL PROVISIONS. (USE AASTO/AWS D. OR WELDING NOT OVERED IN AASTO/AWS/D.5) 3'-6" ONRETE 3'-6" ONRETE 3'-6" ONRETE 6" 3. DESIGN LOADS: WIND LOAD: TE WIND LOAD INLUDES A GUST ATOR O.3 AND A DRAG ATOR O. AND IS BASED ON A MAXIMUM 50-YEAR MEAN WIND VELOITY AT '-0" ABOVE TE GROUND SURAE O 80 MP. STRUTURE MOUNTED SOUND S ARE DESIGNED OR A WIND PRESSURE O 37 PS. IE LOAD: 3 PS APPLIED TO ONE SIDE O PANEL AND. BRIDGE MOMENT SLAB SOUND MOUNTED ON ONRETE SOUND MOUNTED ON SEISMI LOAD: SEISMI AELERATION OEIIENT "A" EQUAL TO EIGTS MUST EQUAL OR EXEED TE AOUSTIAL PROILE. 5. PANEL EIGTS: S MOUNTED ON BRIDGES: '-0" MINIMUM TO 0'-0" MAXIMUM PROVIDE A MAXIMUM SPAING O 8'-0" WEN PANEL EIGT IS GREATER TAN 9'-0" AND LESS TAN OR EQUAL TO 0'-0" STAKED PANELS ARE NOT PERMITTED S MOUNTED ON S AND MOMENT SLABS: '-0" MINIMUM TO 9'-0" MAXIMUM PROVIDE STAKED PANELS WEN TE EIGT EXEEDS 9'-0" 6. PANEL JOINTS: PROVIDE ULL EIGT PANELS ON S MOUNTED ON BRIDGES. MINIMIZE TE NUMBER O PANEL JOINTS. PROVIDE UNIORM STEPS. I STEPS ARE REQUIRED, TE ELEVATION DIERENE BETWEEN ADJAENT PANELS IS NOT PERMITTED TO BE LESS TAN 6" OR GREATER TAN '-0" AND MAY NOT OUR MORE REQUENTLY TAN ONE EVERY 50'-0" O LENGT. 7. PREAST ONRETE S ARE NOT PERMITTED OR STRUTURE MOUNTED SOUND S, PROVIDE STEEL S. 8. STEEL ABLES ARE REQUIRED IN ALL STRUTURE MOUNTED PREAST ONRETE PANELS UNLESS BOT SIDES O TE PANEL ARE LOATED BEYOND TE ORIZONTAL LEAR ZONE OR I TE BOTTOM O PANELS ARE A MINIMUM O 5'-0" ABOVE TE EDGE O PAVEMENT. STEEL ABLES ARE ALWAYS REQUIRED IN TE BRIDGE MOUNTED PREAST ONRETE PANELS. 9. PROVIDE EPOXY OATED OR GALVANIZED REINOREMENT BARS IN TE PANELS WERE TE IS WITIN 4'-0" O TE EDGE O TRAI LANE. EPOXY OATED OR GALVANIZED REINOREMENT MAY BE REQUIRED I UTURE WIDENING IS ANTIIPATED. STRUTURE MOUNTED SOUND S INDEX O SEETS ST.NO. SEET TITLE GENERAL NOTES - GENERAL NOTES - 3 GEOMETRY AND LAYOUT 4 MISELLANEOUS DETAILS 5 PREAST ONRETE PANEL DETAILS - 6 PREAST ONRETE PANEL DETAILS - MOUNTED ON BRIDGES 7 DESIGN TABLES AND DETAILS MOUNTED ON S AND MOMENT SLABS 8 DESIGN TABLES AND DETAILS MOUNTED 9 DESIGN TABLES AND DETAILS STRUTURE MOUNTED TO GROUND MOUNTED 0 DETAILS 0. ALL DIMENSIONS SOWN ARE ORIZONTAL, EXEPT AS NOTED. EXPANSION PANEL DETAILS. DIMENSIONS SOWN ARE OR A NORMAL TEMPERATURE O 68 DEGREES.. REINOREMENT IN SOME SETIONS IS NOT SOWN OR LARITY. 3. OR ADDITIONAL INORMATION REER TO B-779M. BD-60M ONRETE DEK SLAB BD-68M ONRETE VERTIAL BRIDGE BD-6M R.. ABUTMENTS WIT BAK BD-64M R.. ABUTMENTS WITOUT BAK MATERIAL NOTES BD-677M GROUND MOUNTED SOUND S PREAST ONRETE S BD-678M GROUND MOUNTED SOUND S STEEL S. REER TO B-779M OR MATERIAL NOTES. B-734M ANOR SYSTEMS DESIGN TABLE NOTES B-735M B-736M ONSTRUTION & EXPANSION JOINT DETAILS REINOREMENT BAR ABRIATION DETAILS. DESIGN TABLES SOWN OR TE PREAST ONRETE PANELS AND STEEL S ARE DEVELOPED OR A WIND PRESSURE O 37 PS.. TE INORMATION SOWN IN TE TABLES MUST BE USED OR ALL EIGT ZONES. 3. TE DESIGN SPAING (ENTER-TO-ENTER S) IS TO BE TE ATUAL SPAING ROUNDED UP TO TE NEXT IGEST INREMENT O SPAING SOWN ON TE DESIGN TABLES. 4. TE DESIGN EIGT IS TO BE TE ATUAL EIGT ROUNDED UP TO TE NEXT IGEST INREMENT O EIGT SOWN ON TE DESIGN TABLES. 5. TE DESIGN PANEL EIGT IS TO BE TE ATUAL PANEL EIGT ROUNDED UP TO TE NEXT IGEST INREMENT O PANEL EIGT SOWN ON TE DESIGN TABLES. B-75M B-76M B-766M B-767M B-776M B-777M ONRETE DEK SLAB DETAILS TOOT EXPANSION DAM OR PRESTRESSED ONRETE & STEEL BEAM BRIDGES PREORMED NEOPRENE OMPRESSION SEAL JOINT OR APPROA SLABS NEOPRENE STRIP SEAL DAM OR PRESTRESSED ONRETE & STEEL I-BEAM BRIDGES GROUND MOUNTED SOUND S PREAST ONRETE PANELS GROUND MOUNTED SOUND S PREAST ONRETE S OMMONWEALT O PENNSYLVANIA BUREAU O PROJET DELIVERY B-778M B-779M GROUND MOUNTED SOUND S STEEL S STRUTURE MOUNTED SOUND S STRUTURE MOUNTED SOUND S B-799M R-0M MEANIALLY STABILIZED EART S ONRETE PAVEMENT JOINTS GENERAL NOTES - R-4M PAVEMENT RELIE JOINTS R-5M SOULDERS REOMMENDED APR.9, 0 REOMMENDED APR.9, 0 SEET O REERENE DRAWINGS IE BRIDGE ENGINEER DIRETOR, BUR. O PROJET DELIVERY

2 NOTES TO DESIGNER DESIGN PARAMETERS. PREPARE ONTRAT DRAWINGS IN AORDANE WIT TE DESIGN MANUAL, PART 4 AND TESE S.. TE OLLOWING NOTE MUST BE PLAED ON TE PLANS OR SIGNATURE BY TE DISTRIT ENVIRONMENTAL MANAGER INDIATING TAT TE PLANS AVE BEEN REVIEWED AND AEPTED: TE DISTRIT ENVIRONMENTAL MANAGER AS REVIEWED AND AEPTED TE AOUSTI REQUIREMENTS O TE PROPOSED. DISTRIT ENVIRONMENTAL MANAGER 3. SPEIY I TE REINOREMENT BARS ARE UNOATED, EPOXY OATED, OR GALVANIZED. 4. SPEIY I TE WELDED WIRE ABRI IS UNOATED, EPOXY OATED, OR GALVANIZED. 5. PROVIDE A ONSTANT SPAING OR TE ENTIRE LENGT O. TE ONSTANT SPAING MAY BE INTERRUPTED TO MISS EXPANSION JOINTS, ONSTRUTION JOINTS, AND/OR ANY OTER PYSIAL EATURES. VARIATIONS MUST BE AEPTED BY TE DISTRIT BRIDGE ENGINEER. 6. INDIATE I STEEL ABLES ARE REQUIRED IN TE PREAST ONRETE PANELS. (SEE GENERAL NOTE 8, ON SEET ) REER TO B-779M OR DETAILS. 7. INDIATE I LOW-DENSITY (LIGTWEIGT) ONRETE IS REQUIRED IN TE PREAST ONRETE PANELS. 8. INDIATE I TE TOP O PANELS ARE STEPPED OR SLOPED. SLOPED PANELS ARE TE PREERRED OPTION OR MOST ARITETURAL SURAE TREATMENTS. 9. TE OLLOWING INORMATION MUST BE SOWN ON TE ONTRAT DRAWINGS I APPLIABLE: OVERALL LENGT ORIZONTAL GEOMETRY VERTIAL GEOMETRY AOUSTI PROILE ELEVATIONS EXISTING GROUND LINE ELEVATIONS INISED GROUND ELEVATIONS TOP O / ELEVATIONS SPAINGS GENERAL NOTES DETAILS REINOREMENT BAR SEDULE OR ALL AST-IN-PLAE ONRETE ANY OTER INORMATION REQUIRED TO ONSTRUT TE SOUND 0. PROVIDE IRE YDRANT OPENINGS OR OTER IGWAY AESS AS REQUIRED IN TE PREAST ONRETE PANELS. PROVIDE REINOREMENT AROUND OPENINGS IN AORDANE WIT DETAILS SOWN ON B-776M TO PRELUDE RAKING.. INDIATE I TE ARITETURAL SURAE TREATMENT TOLERANES AS PROVIDED IN PUBLIATION 408, SETION ARE APPLIABLE.. TE OLLOWING INORMATION MUST BE SPEIIED ON TE ONTRAT DRAWINGS OR INDIATED IN TE ONTRAT SPEIAL PROVISIONS: ARITETURAL SURAE TREATMENTS ON TE RESIDENTIAL AND ROADWAY SIDES O TE PREAST ONRETE SOUND PANELS. INDIATE TE MINIMUM, MAXIMUM, AND AVERAGE DEPTS. OLOR O TE INTEGRAL PIGMENTATION OR PREAST ONRETE SOUND PANELS. OLOR O JOINT SEALANT AND/OR AULKING OMPOUND, NON-SRINK GROUT, AND ANTIGRAITI OATING. LIMITS O ANTIGRAITI OATING. PAINT OLOR O STEEL OMPONENTS. 3. PROVIDE EDERAL OLOR NUMBERS IN AORDANE WIT EDERAL NUMBER 595A OR 595B. 4. PREPARE DESIGN ALULATIONS ONSIDERING TE ADDITIONAL LOADS ON TE BEAMS/GIRDERS DUE TO TE BRIDGE MOUNTED SOUND. 5. PREPARE DESIGN ALULATIONS ONSIDERING TE ADDITIONAL LOADS ON TE MOMENT SLAB DUE TO TE MOMENT SLAB MOUNTED SOUND.. PREPARE DESIGN ALULATIONS ONSIDERING TE ADDITIONAL LOADS ON TE DUE TO TE MOUNTED SOUND. 7. PROVIDE OMPLETE DETAILS AND DESIGN WERE AN EXPANSION PANEL IS REQUIRED. 8. PROVIDE OMPLETE DETAILS WERE A GROUND MOUNTED SOUND IS ONNETED TO A STRUTURE MOUNTED SOUND. 9. DESIGN OMPUTATIONS AND DETAILS ARE REQUIRED OR ANY PORTION O TE STRUTURE OR WI TE INORMATION IS NOT TAKEN DIRETLY ROM TIS. 0. SPEIY I A SOUND ABSORPTIVE ONRETE AING IS REQUIRED ON TE AE O TE PREAST ONRETE PANELS. SOUND ABSORPTIVE PANELS MUST BE APPROVED, PRIOR TO BIDDING, BY TE DEPARTMENT USING TE NEW PRODUT EVALUATION PROESS. DESIGNER MUST PREPARE DESIGN ALULATIONS OR TE SUPPORTING OMPONENTS DUE TO TE INREASED PANEL WEIGT.. I NEEDED DETAILS ARE NOT OUND IN TE SOUND S A SPEIAL SUBMISSION REQUESTING APPROVAL OR SPEII DETAILS MUST BE MADE TO TE IE BRIDGE ENGINEER.. PREAST ONRETE PANELS: PANELS ARE DESIGNED OR NORMAL DENSITY (WEIGT) ONRETE AND LOW-DENSITY (LIGTWEIGT) ONRETE AS INDIATED IN TE PANEL REINOREMENT TABLES. USE LOW-DENSITY (LIGTWEIGT) ONRETE PANELS OR SOUND S MOUNTED ON BRIDGES WEN REQUIRED IN AORDANE WIT BD-60M, SEET, NOTE 8. DESIGNER TO INDIATE I LOW-DENSITY (LIGTWEIGT) ONRETE IS REQUIRED ON TE ONTRAT DRAWINGS. PANELS ARE DESIGNED OR A WIND PRESSURE EQUAL TO 37 PS. PANELS ARE DESIGNED USING A 5 IN STRUTURAL TIKNESS. PANELS ARE DESIGNED OR TE ADDITIONAL ONRETE WEIGT O " TO AOUNT OR ARITETURAL SURAE TREATMENTS. TE AVERAGE ARITETURAL SURAE TREATMENT TIKNESS, PER SIDE O PANEL, IS PERMITTED TO VARY ROM 0 TO " BUT TE TOTAL AVERAGE ARITETURAL SURAE TREATMENT TIKNESS, ON BOT SIDES O TE PANEL, MUST NOT BE GREATER TAN ". DESIGN ALULATIONS ARE REQUIRED OR PANELS WI AVE A TOTAL AVERAGE ARITETURAL SURAE TREATMENT GREATER TAN ". PANELS ARE DESIGNED AS SIMPLY SUPPORTED BEAMS SPANNING BETWEEN S. PANELS ARE DESIGNED USING A '-0" STRIP WIDT. PANELS ARE DESIGNED OR TE OLLOWING IN AORDANE WIT TE PI DESIGN ANDBOOK, 5T EDITION, 999. PANELS ARE DESIGNED OR STRIPPING ORES AUSED BY ORM SUTION AND IMPAT WEN TE PANELS ARE STRIPPED ROM TE ORMS IN AORDANE WIT SETION 5..3 AND TABLE 5.. USING AN EQUIVALENT STATI LOAD MULTIPLIER EQUAL TO.50. PROVIDE A MINIMUM ONRETE STRENGT, AT TIME O STRIPPING, EQUAL TO 4,000 PSI. PANEL TIKNESS AND REINORING, OR PANELS LESS TAN OR EQUAL TO 9'-0", IS DESIGNED OR STRIPPING AND LITING AT TOP O PANEL USING A TWO-POINT PIKUP OR OUR-POINT PIKUP IN AORDANE WIT IGURE PANEL TIKNESS AND REINORING, OR PANELS GREATER TAN 9'-0" AND LESS TAN OR EQUAL TO 0'-0", IS DESIGNED OR STRIPPING AND LITING AT TOP OR SIDE O PANEL USING A TWO-POINT OR OUR-POINT PIKUP IN AORDANE WIT IGURE PANELS ARE DESIGNED OR TRANSPORTATION IN AORDANE WIT SETION 5.. AND TABLE 5.. USING AN EQUIVALENT STATI LOAD MULTIPLIER EQUAL TO.50. TE LEXURAL TENSILE STRESSES IN TE ONRETE ARE ALULATED USING TE UNRAKED GROSS SETION BASED ON TE STRUTURAL TIKNESS. TE STRESSES ARE OMPARED AGAINST TE MODULUS O RUPTURE REDUED BY A SAETY ATOR O.50 IN AORDANE WIT SETION PANELS ARE NOT DESIGNED OR TRAI IMPAT LOADING.. STEEL SOUND S: S ARE DESIGNED AS VERTIAL ANTILEVER BEAMS. S ARE DESIGNED OR A WIND PRESSURE EQUAL TO 37 PS. MAXIMUM PERMITTED DELETION EQUALS EIGT () IN INES DIVIDED BY 360. S AND ONNETIONS ARE NOT DESIGNED OR TRAI IMPAT LOADING. 3. ANOR BOLTS: ANOR BOLTS ARE DESIGNED IN AORDANE WIT SETION 5.7 O TE 00 AASTO " SPEIIATIONS OR STRUTURAL SUPPORTS OR IGWAY SIGNS, LUMINARIES AND TRAI SIGNALS", 4T EDITION, INLUDING INTERIMS TROUG 006. MINIMUM ANOR BOLT EMBEDMENT LENGT IS ALULATED BASED ON TE DEVELOPMENT LENGT O A OOKED BAR IN TENSION (WITOUT ANY MODIIATION ATORS). REER TO SETION 8.9 IN TE 00 AASTO " SPEIIATIONS OR IGWAY BRIDGES", 7T EDITION. TE ANOR BOLT EMBEDMENT LENGT MUST EXTEND TO A DEPT WERE TE / REINOREMENT IS ULLY DEVELOPED. DESIGNER MUST INREASE EMBEDMENT LENGT AS REQUIRED. 4. S: S ARE DESIGNED OR BENDING DUE TO APPLIED BOLTS ORES, OMPRESSION AND TENSION. S ARE NOT DESIGNED TO SUPPORT TE VERTIAL LOAD O TE PREAST ONRETE PANELS EVEN TOUG TE PANEL RESTS ON TE. TE REASON OR TIS IS TAT TE PANEL IS ONTINUOUSLY SUPPORTED ON TOP O TE OR, TUS TE IS NOT INDUED TO ANY ADDITIONAL LOADING. TIKNESS IS DETERMINED USING TE ALLOWABLE BENDING STRESS IN AORDANE WIT SETION 5.8 O TE 00 AASTO " SPEIIATIONS OR STRUTURAL SUPPORTS OR IGWAY SIGNS, LUMINARIES AND TRAI SIGNALS", 4T EDITION, INLUDING TE 00 AND 003 INTERIMS. IS SUPPORTED ON TE ING NUTS. TE NON-SRINK GROUT IS NOT ONSIDERED AS A LOAD-ARRYING ELEMENT. EDGE DISTANE O ANOR BOLTS: TE LEAR DISTANE BETWEEN TE EDGE O OLES AND EDGES O TE SALL NOT BE LESS TAN TE DIAMETER O TE ANOR BOLT WEN OVER SIZE OR SLOTTED OLES ARE SPEIIED. ARITETURAL SURAE TREATMENTS. TE OLLOWING ARITETURAL SURAE TREATMENTS ARE PERMITTED ON TE AE O TE PREAST ONRETE PANELS AND ARE TO BE INDIATED ON TE ONTRAT DRAWINGS AND/OR IN TE ONTRAT SPEIAL PROVISIONS I REQUIRED: NON-ORM LINER INISES: SMOOT INIS BROOMED INIS UZZY OR RAKED INIS (PERMITTED ON ONE SIDE ONLY) EXPOSED AGGREGATE ORM LINER INISES: ASLAR STONE UT STONE RATURE IN GRAPE STAKE SIP LAP ANY OTER TREATMENT PERMITTED BY TE DEPARTMENT. TE AVERAGE ARITETURAL SURAE TREATMENT, PER SIDE O PANEL, IS PERMITTED TO VARY ROM 0" TO ", BUT TE TOTAL AVERAGE ARITETURAL SURAE TREATMENT, ON BOT SIDES O TE PANEL, MUST NOT BE GREATER TAN " UNLESS OTERWISE INDIATED ON TE ONTRAT DRAWINGS. OMMONWEALT O PENNSYLVANIA BUREAU O PROJET DELIVERY STRUTURE MOUNTED SOUND S GENERAL NOTES - 3. AVOID USING ORM LINER INISES ON BOT SIDES O TE PREAST ONRETE PANELS. A ORM LINER INIS, ON ONE SIDE O TE PANEL, ALONG WIT A STAMPED INIS, ON TE OTER SIDE O TE PANEL, IS PERMITTED. REOMMENDED APR.9, 0 REOMMENDED APR.9, 0 SEET O IE BRIDGE ENGINEER DIRETOR, BUR. O PROJET DELIVERY

3 L STEEL TRULY VERTIAL PS = SPAING: '-0" MAX. (SEE NOTE ) L STEEL TRULY VERTIAL END O PANEL TOP O TO MAT OR EXEED AOUSTIAL PROILE. PROVIDE OR SLOPED PANELS AS REQUIRED. (PREERED OPTION IS TO SET TOP O PARALLEL TOP O TO TOP O /.) AOUSTIAL PROILE () (TOP O ) (SEE GENERAL NOTE 4 ON SEET ) 0" " MAX. 3" MAX. EDGE O = EIGT LIMITS O ARITETURAL SURAE TREATMENT (ON PANELS)(WEN SPEIIED) SLOPE PANEL JOINT (I REQUIRED) PARALLEL TO TOP O / (SEE GENERAL NOTE 6 ON SEET ) SLOPE BOTTOM O PANEL PARALLEL TO TOP O / STEEL ABLE ONNETION, SEE DETAILS ON SEET 9 O B-779M (I REQUIRED) L PANEL JOINT (I REQUIRED AND PERMITTED), SEE DETAIL B ON SEET 6 O B-779M TOP O / " 8% MAX. SLOPE SEE DETAIL G ON SEET 8 O ONSTR. JT., B-779M L ANOR BOLT EXP. JT., OR V-GROOVE ANOR PLATE ASSEMBLY LOSED ELL NEOPRENE SPONGE AND AULKING OMPOUND BETWEEN BOTTOM O SOUND PANEL AND TOP O /, SPONGE TIKNESS = " (ONTINUOUS BETWEEN S) (GLUE SPONGE TO TOP O / USING AN APPROVED ADESIVE) MOUNTED/ MOUNTED SOUND ELEVATION (TOP O / SLOPED) L STEEL L STEEL PS = SPAING: '-0" MAX. L STEEL TRULY VERTIAL AOUSTIAL PROILE (TOP O ) (SEE GENERAL NOTE 4 ON SEET ) = EIGT, '-0" MAX. (SEE GENERAL NOTE 6 ON SEET ) TRULY VERTIAL OPTIONAL SLOPED PREAST ONRETE PANEL DIERENE IN PANEL EIGT END O PANEL '-0" MAX. WERE INDIATED OR SPEIIED 3" MAX. EDGE O LIMITS O ARITETURAL STEEL ABLE ONNETION, SURAE TREATMENT (ON SEE DETAILS ON SEET 9 PANELS)(WEN SPEIIED) O B-779M (I REQUIRED) TRULY VERTIAL 0" " MAX. TOP O () TOP O TO MAT OR EXEED AOUSTIAL PROILE PROVIDE OR SLOPED PANELS AS REQUIRED. PANEL JOINT (I REQUIRED) (). OR ADDITIONAL INORMATION REER TO NOTES ON SEETS AND.. MAXIMUM SPAING IS 8'-0" OR BRIDGE MOUNTED SOUND WEN PANEL EIGT IS GREATER TAN 9'-0" AND LESS TAN OR EQUAL TO 0'-0". L ANOR BOLT '-6" " STEP: '-0" MAX. " L PANEL JOINT (I REQUIRED), SEE DETAIL B ON SEET 6 O B-779M TOP O SEE DETAIL G RETAINING ON SEET 8 O B-779M BOTTOM O PANEL () OMMONWEALT O PENNSYLVANIA BUREAU O PROJET DELIVERY O USING AN APPROVED ADESIVE) '-0" MAX. LOSED ELL NEOPRENE SPONGE AND AULKING OMPOUND BETWEEN BOTTOM/SIDE O SOUND PANEL AND TOP/SIDE O, SPONGE TIKNESS = " (ONTINUOUS BETWEEN S) (GLUE SPONGE TO TOP L ANOR BOLT ONSTR. JT. OR EXP. JT. IN RETAINING STRUTURE MOUNTED SOUND S MOUNTED ANOR PLATE ASSEMBLY GEOMETRY AND LAYOUT SOUND ELEVATION (STEPPED ALTERNATE) REOMMENDED APR.9, 0 REOMMENDED APR.9, 0 SEET 3 O (TOP O ) IE BRIDGE ENGINEER DIRETOR, BUR. O PROJET DELIVERY

4 STRUTURE MOUNTED SOUND INISED TOP O TOP O ROADWAY INISED GRADE 3" 3 " '-6" MOMENT SLAB (ONRETE SOULDER) + " EDGE O ROADWAY GROUND LINE REAR AE O BATTER AS REQUIRED ƒ" EXPANSION JOINT MATERIAL RONT AE ROADWAY INISED GRADE 3 '-8" SINGLE AE ONRETE ƒ" EXPANSION JOINT MATERIAL RONT AE INISED GROUND LINE '-8" TOP O BATTER SINGLE AE ONRETE REAR AE O BATTER AS REQUIRED '-3" 3'- ƒ " V-NOT 6" MAX. " INISED GROUND OUTSIDE AE 4-#6 " LR. #5 ONSTR. JT. (RAKED INIS) + '-0" " + " LR. 0 DOWEL (AT EXPASION JOINTS) " LR. + " 3" LR. " + ONRETE PAVEMENT EQUAL TIE BAR OR TIE BOLTS (SEE R-0M) + '-3" SETION IN UT SETION IN ILL + 9 " TOP AND BOTTOM PROTETION O S WIT ROADWAY TYPIAL.I.P. MOMENT SLAB AND SETION LEGEND: ROADWAY ITEM STRUTURE MOUNTED SOUND DIMENSION TABLE WIND PRESSURE = + SIZE SOWN, PROVIDE SIZE REQUIRED PER DESIGN ANOR BOLTS ANOR PLATES NUMBER DESIGN SPAING DESIGN EIGT STEEL SIZE EIGT P TIKNESS LENGT WIDT EMBEDMENT DIAMETER LENGT D S LENGT SLOPE AT GROUT DEPT AT L GD. OR ADDITIONAL INORMATION REER TO NOTES ON SEETS AND. MOMENT SLAB. DESIGNER MUST INLUDE ALL DETAILS REQUIRED OR TE MOMENT DIMENSION TABLE. DESIGNER TO OMPLETE TABLE AND INLUDE ON ONTRAT DRAWINGS.. TABLE IS PERMITTED TO BE MODIIED AS REQUIRED AS LONG AS ALL INORMATION IS SOWN ON TE ONTRAT DRAWINGS. SLAB AND ON TE ONTRAT DRAWINGS.. OR ADDITIONAL MOMENT SLAB DETAILS, REER TO B-799M. 3. ONRETE SOULDER SOWN, BITUMINOUS ONRETE SOULDER SIMILAR, REER TO B-799M OR ADDITIONAL DETAILS. 4. OR ONRETE SOULDER AT GRADE, ONSTRUT ROADWAY PAVEMENT PRIOR TO TE MOMENT SLAB,, AND SOUND. OMMONWEALT O PENNSYLVANIA BUREAU O PROJET DELIVERY STRUTURE MOUNTED SOUND S MISELLANEOUS DETAILS REOMMENDED APR.9, 0 REOMMENDED APR.9, 0 SEET 4 O IE BRIDGE ENGINEER DIRETOR, BUR. O PROJET DELIVERY

5 PL = PANEL LENGT PL = PANEL LENGT PL = PS ( SPAING) - WEB TIKNESS - " PL = PS ( SPAING) - WEB TIKNESS - " GALVANIZED LITING INSERT (SEE LITING INSERT LOATION DETAIL ON SEET 5 O B-779M) BAR TRU SLOPE TOP O PANEL LITING INSERT AS REQUIRED S V " LR. UNOATED OR GALVANIZED - " EPOXY OATED - '- SIDE GALVANIZED LITING INSERTS (SEE LITING INSERT LOATION DETAIL ON SEET 5 O B-779M)(SEE NOTE 6) '-0" MAX. '-0" MAX. " LR. GALVANIZED LITING INSERT (SEE LITING INSERT LOATION DETAIL ON SEET 5 O B-779M) BAR TRU S LITING INSERT V SLOPE TOP O PANEL AS REQUIRED '-0" MAX. DIMENSION TABLE SIZE X 6" S 7x9 GALVANIZED STEEL LEXIBLE ROPE (I REQUIRED) (SEE NOTE 4) PERIMETER REINOREMENT WELDED WIRE ABRI (WW) (SEE TABLES ON SEET 6) SEE DETAIL D " STD. WT. GALVANIZED STEEL PIPE, (I REQUIRED) SEE STEEL ABLE ONNETION DETAIL, ON SEET 9 O B-779M LR. (AS REQUIRED) SEE STEEL ABLE ONNETION DETAIL ON SEET 9 O B-779M '-0" MAX. '-0" MAX. SPAING P = PANEL EIGT PARTIAL EIGT OR ULL EIGT PANEL (SEE GENERAL NOTE 5 ON SEET ) '-0" MAX. SPAING WELDED WIRE ABRI (WW)(SEE TABLES ON SEET 6) " STD. WT. GALVANIZED STEEL PIPE, (I REQUIRED) SEE STEEL ABLE ONNETION DETAIL, ON SEET 9 O B-779M LR. (AS REQUIRED) SEE STEEL ABLE ONNETION DETAIL ON SEET 9 O B-779M '-0" MAX. SIDE GALVANIZED LITING INSERTS (SEE LITING INSERT LOATION DETAIL ON SEET 5 O B-779M) (SEE NOTE 6) S SEE DETAIL D 7x9 GALVANIZED STEEL LEXIBLE ROPE (I REQUIRED) (SEE NOTE 4) (ABOVE NOT) PERIMETER REINOREMENT W0x68 W0x88 6 " 6 " '-3" " LR. (ABOVE NOT) NOT NOT STEP (ABOVE '-0" MAX. STEP) UNOATED OR GALVANIZED - '-0" (DIAGONAL) " LR. NOT SLOPE BOTTOM O PANEL TO MAT TOP O OR TOP O ELEVATION - SLOPE PANEL LEGEND: S = SPAING O ORIZONTAL BARS S V= SPAING O VERTIAL BARS EPOXY OATED - '-8" ELEVATION - STEPPED PANEL PREAST ONRETE PANEL PREAST ONRETE PANEL " LR. " STD. WT. GALVANIZED STEEL PIPE PERIMETER REINOREMENT (AT SIDE O PANEL) " LR. (TO WW) PL = PANEL LENGT RESIDENTIAL SIDE (ORM LINER SIDE WEN SPEIIED) ARITETURAL SURAE TREATMENT (WEN SPEIIED) (REER TO DESIGN PARAMETERS ON SEET ) ROADWAY SIDE PLAN WELDED WIRE ABRI (WW)(SEE TABLES ON SEET 6) PREAST ONRETE PANEL " LR. TO BARS PERIMETER REINOREMENT TIE (ALL LOATIONS) "X" SEE DIMENSION TABLE UNLESS OTERWISE SPEIIED. " " AMER T=5" STRUTURAL PERIMETER TIKNESS (ADDITIONAL REINOREMENT (AT SIDE O TIKNESS REQUIRED OR PANEL) ARITETURAL SURAE AMER (OPTIONAL) TREATMENTS) " LR. UNLESS NOTED OTERWISE) WELDED WIRE ABRI (WW) DETAIL D (WITOUT ABLE ONNETION) END O PANEL REER TO STEEL ABLE ONNETION DETAILS ON SEET 9 O B-779M PERIMETER REINOREMENT TIE STEEL PIPE (ALL LOATIONS) DETAIL D WIT " STD. WT. GALVANIZED " ABLE ONNETION WELDED WIRE ABRI (WW) END O PANEL. OR ADDITIONAL INORMATION REER TO NOTES ON SEETS AND.. DESIGNER TO DETERMINE NOT DIMENSIONS BASED ON DIMENSIONS, GROUT TIKNESS, AND GROUT LENGT. REER TO DETAIL G ON SEET 8 O B-779M. 3. I STAKED PANELS ARE REQUIRED REER TO DETAIL B ON SEET 6 O B-779M. 4. STEEL ROPE IS PERMITTED TO BE OR SLOPED. PROVIDE STEEL ROPE I BOT TOP AND BOTTOM O PANEL IS. 5. DESIGNER TO SPEIY TE WELDED WIRE ABRI REQUIREMENTS, INLUDING TE AREA O STEEL, AND TE MINIMUM NUMBER O LITING INSERTS REQUIRED OR ALL PANEL SIZES AS REQUIRED ON TE ONTRAT DRAWINGS. INORMATION IS PERMITTED TO BE IN TABLE ORM SIMILAR TO TE TABLES SOWN. 6. LITING INSERTS ARE REQUIRED ON TE SIDE O TE ONRETE PANEL OR STRIPPING WEN TE PANEL EIGT IS GREATER TAN 9'-0" AND LESS TAN OR EQUAL TO 0'-0". OMMONWEALT O PENNSYLVANIA BUREAU O PROJET DELIVERY STRUTURE MOUNTED SOUND S PREAST ONRETE PANEL DETAILS - APR.9, 0 APR.9, 0 REOMMENDED REOMMENDED SEET 5 O IE BRIDGE ENGINEER DIRETOR, BUR. O PROJET DELIVERY

6 PREAST ONRETE PANEL REINOREMENT OR LIGT WEIGT ONRETE (5 LB./U.T.) PREAST ONRETE PANEL REINOREMENT OR NORMAL WEIGT ONRETE (50 LB./U.T.) BRIDGE MOUNTED PREAST ONRETE PANELS PANEL EIGT GREATER TAN 9'-0" AND LESS TAN OR EQUAL TO 0'-0" WIND PRESSURE = 37 PS WIND PRESSURE = 37 PS. IN ORDER TO PROVIDE A SINGLE PANEL EIGT GREATER TAN 9'-0" AND LESS TAN OR EQUAL TO 0'-0" TE SPAING SPAING PS PANEL EIGT P WELDED WIRE ABRI ** WW AxB-WxWD WELDED WIRE STEEL AREA (IN /T) ORIZONTAL VERTIAL NUMBER O LITING INSERTS SPAING PS PANEL EIGT P WELDED WIRE ABRI ** WW AxB-WxWD WELDED WIRE STEEL AREA (IN /T) ORIZONTAL VERTIAL NUMBER O LITING INSERTS MUST NOT EXEED 8'-0" OR TE BRIDGE MOUNTED. (STAKED PANELS ARE NOT PERMITTED.). PREAST ONRETE PANEL REINOREMENT:.0 WW 6x6-W4xW4 WW 6x6-W4xW4 WW 6x6-W4xW WW 6x6-W4xW4 WW 6x6-W4xW4 WW 6x6-W4xW8 0. PROVIDE TE OLLOWING WELDED WIRE ABRI IN TE PREAST ONRETE PANEL OR NORMAL DENSITY (WEIGT) AND LOW-DENSITY (LIGTWEIGT) ONRETE WIT A SPAING LESS TAN OR EQUAL TO 8'-0": WW 4x4-WxW WW 6x4-W4xW8 0.4 WW 6x4-W4xW 0.36 AREA O STEEL:.0 WW 6x4-W4xW 0.36 WW 6x6-W4xW4.0 WW 6x4-W4xW 0.36 WW 4x6-W4xW4 0. ORIZONTAL = 0.36 IN /T VERTIAL = 0.36 IN /T WW 6x6-W4xW4 WW 4x6-W4xW LITING INSERTS: WW 6x6-W4xW8 0. WW 4x6-W4xW PROVIDE A MINIMUM O TWO LITING INSERTS ON TE SIDE O TE PANEL.0 WW 6x4-W4xW8 0.4 WW 6x4-W4xW 0.36 WW 4x6-W4xW WW 4x4-W4xW WW 4x4-W4xW WW 6x6-W8xW4 0. OR STRIPPING. PROVIDE A MINIMUM O TWO LITING INSERTS ON TE TOP O TE PANEL OR ERETION. REER TO SEET 5 O B-779M OR LOATIONS. WW 4x6-W4xW4 0. WW 6x6-W8xW4 0. WW 4x6-W4xW WW 6x6-W8xW WW 4x4-W4xW WW 6x4-W8xW WW 4x4-W4xW WW 6x4-W8xW WW 4x6-W8xW WW 4x6-W8xW4 0.4 WW 4x6-W8xW4 0.4 WW 4x6-W8xW WW 4x6-W8xW WW 4x6-W8xW WW 4x4-W8xW WW 4x4-W8xW WW 4x4-W8xW WW 4x4-W8xW ** WW AxB-WxWD WERE A = SPAING O ORIZONTAL BARS (S ) B = SPAING O VERTIAL BARS (S V ) = ORIZONTAL WIRE SIZE D = VERTIAL WIRE SIZE WW = WELDED WIRE ABRI OMMONWEALT O PENNSYLVANIA BUREAU O PROJET DELIVERY STRUTURE MOUNTED SOUND S PREAST ONRETE PANEL DETAILS - REOMMENDED APR.9, 0 REOMMENDED APR.9, 0 SEET 6 O IE BRIDGE ENGINEER DIRETOR, BUR. O PROJET DELIVERY

7 MOUNTED SOUND ON BRIDGES STEEL,, ANOR BOLT, AND ANOR PLATE GEOMETRY WIND PRESSURE = 37 PS SPAING PS EIGT STEEL ANOR BOLTS D ANOR PLATES '- = EIGT:4'-0" 0'-0" MAX. S = 3'-0" EMBEDMENT LENGT P = EIGT P = PROJETION (AS REQUIRED) O B-779M) "GD" = GROUT DEPT AT L O B-779M) " " TL = TREAD LENGT (AS REQUIRED) 6" TREAD LENGT O B-779M) " TIK NEOPRENE BRG. PAD BURR TREADS ATER TIGTENING NUTS TOP O EAVY EX ING NUT AND LAT WASER " ƒ"xƒ" AMER "D" ANOR BOLTS PLAED WITIN REIN. AGE 9" '-6" L STEEL,, PANEL, AND STEEL (TRULY VERTIAL) PREAST ONRETE PANEL EAVY EX LOK NUT, EAVY EX NUT AND LAT WASER () PLAE NON-SRINK GROUT ATER PANELS ARE INSTALLED (OLOR TO MAT PANELS) " LR. LOSED ELL NEOPRENE SPONGE STRIP, BAKER ROD AND AULKING OMPOUND/JOINT SEALER MATERIAL SLOPE (AS REQUIRED) R = " NOTE: ONRETE BRIDGE SOWN, ONRETE VERTIAL BRIDGE SIMILAR. EAVY EX NUT AND LAT WASER ANOR PLATES () L STEEL,, PANEL, D+Š" OLES OR "D" ANOR BOLTS AND - STEEL L STEEL & PLAN () () () - L ANOR BOLTS TIE BARS " " "() + - ANOR PLATES " " D+ˆ" PLAN - ANOR PLATE ASSEMBLY OLES OR "D" ANOR BOLTS D+ƒ" OUTSIDE AE ƒ" V-NOT '-4 " INISED GRADE OMMONWEALT O PENNSYLVANIA BUREAU O PROJET DELIVERY " ONSTRUTION JOINT (RAKED INIS) TIE BARS WELDED TO ANOR PLATES. OR ADDITIONAL INORMATION REER TO NOTES ON SEETS AND.. REER TO SEET 4 OR DIMENSION TABLE STRUTURE MOUNTED SOUND S SETION BRIDGE DEK TO BE SOWN ON TE ONTRAT DRAWINGS. MOUNTED ON BRIDGES DESIGN TABLES AND DETAILS REOMMENDED APR.9, 0 REOMMENDED APR.9, 0 SEET 7 O IE BRIDGE ENGINEER DIRETOR, BUR. O PROJET DELIVERY

8 MOUNTED SOUND ON S OR MOMENT SLABS STEEL,, ANOR BOLT, AND ANOR PLATE GEOMETRY WIND PRESSURE = 37 PS SPAING PS EIGT STEEL ANOR BOLTS D ANOR PLATES ƒ ƒ '- = EIGT:4'-0" 5'-0" MAX. S = 3'-0" EMBEDMENT LENGT P = EIGT P = PROJETION (AS REQUIRED) O B-779M) D+ƒ" "GD" = GROUT DEPT AT L O B-779M) " " TL = TREAD LENGT (AS REQUIRED) 6" TREAD LENGT O B-779M) " TIK NEOPRENE BRG. PAD BURR TREADS ATER TIGTENING NUTS TOP O EAVY EX ING NUT AND LAT WASER " ƒ"xƒ" AMER "D" ANOR BOLTS PLAED WITIN REIN. AGE OUTSIDE AE 9" L STEEL,, '-6" PANEL, AND STEEL (TRULY VERTIAL) PREAST ONRETE PANEL EAVY EX LOK NUT, EAVY EX NUT AND LAT WASER () PLAE NON-SRINK GROUT ATER PANELS ARE INSTALLED (OLOR TO MAT PANELS) " LR. LOSED ELL NEOPRENE SPONGE STRIP, BAKER ROD AND AULKING OMPOUND/JOINT SEALER MATERIAL SLOPE (AS REQUIRED) R = " NOTE: ONRETE BRIDGE SOWN, ONRETE VERTIAL BRIDGE SIMILAR. EAVY EX NUT AND LAT WASER ANOR PLATES '-4 " INISED GRADE L STEEL,, PANEL, D+Š" OLES OR "D" ANOR BOLTS AND - STEEL L STEEL & PLAN () () () - " - L ANOR BOLTS TIE BARS "() + - ANOR PLATES PLAN - ANOR PLATE ASSEMBLY OMMONWEALT O PENNSYLVANIA " BUREAU O PROJET DELIVERY D+ ˆ" OLES OR "D" ANOR BOLTS " " ƒ" V-NOT " ONSTRUTION JOINT (RAKED INIS) SETION TIE BARS WELDED TO ANOR PLATES OR MOMENT SLAB. OR ADDITIONAL INORMATION REER TO NOTES ON SEETS AND.. REER TO SEET 4 OR DIMENSION TABLE TO BE SOWN ON TE ONTRAT DRAWINGS. STRUTURE MOUNTED SOUND S MOUNTED ON S AND MOMENT SLABS DESIGN TABLE AND DETAILS APR.9, 0 APR.9, 0 REOMMENDED REOMMENDED SEET 8 O IE BRIDGE ENGINEER DIRETOR, BUR. O PROJET DELIVERY

9 MOUNTED SOUND STEEL,, ANOR BOLT, AND ANOR PLATE GEOMETRY WIND PRESSURE = 37 PS SPAING PS EIGT STEEL ANOR BOLTS D S ANOR PLATES ƒ W0x ƒ W0x68 7 4ƒ 0.0 W0x88 7 4ƒ ƒ ƒ W0x68 7 4ƒ 7.0 W0x68 7 4ƒ ƒ ƒ W0x68 7 4ƒ 5.0 W0x68 7 4ƒ ƒ ƒ W0x68 7 4ƒ = EIGT: 4'-0" S = EMBEDMENT LENGT 0'-0" MAX. P = EIGT (SEE NOTE ) P = PROJETION (AS REQUIRED) O B-779M) D+ƒ" "GD" = GROUT DEPT AT L O B-779M) " " TL = TREAD LENGT (AS REQUIRED) 6" TREAD LENGT O B-779M) TOP O EAVY EX ING NUT AND LAT WASER RONT AE O " " TIK NEOPRENE BRG. PAD BURR TREADS ATER TIGTENING NUTS ƒ"xƒ" AMER "D" ANOR BOLTS PLAED WITIN REIN. AGE '-0" " LR. '-0" L STEEL,, TIE PANEL, AND BARS WELDED TO ANOR PLATES LOSED ELL NEOPRENE SPONGE STRIP, BAKER ROD AND AULKING OMPOUND/JOINT SEALER MATERIAL STEEL (TRULY VERTIAL) PREAST ONRETE PANEL EAVY EX LOK NUT, EAVY EX NUT AND LAT WASER () PLAE NON-SRINK GROUT ATER PANELS ARE INSTALLED (OLOR TO MAT PANELS) SLOPE (AS REQUIRED) PLAE L O PANEL AT L 3" LR. REAR AE O BATTER AS REQUIRED ANOR PLATES () EAVY EX NUT AND LAT WASER L STEEL,, PANEL, AND D+Š" OLES OR "D" ANOR BOLTS - STEEL PLAN -. OR ADDITIONAL INORMATION REER TO NOTES ON SEETS AND.. EMBEDMENT LENGT O ANOR BOLTS MUST EXTEND TO A DEPT WERE TE VERTIAL REINOREMENT IS ULLY DEVELOPED. INREASE EMBEDMENT LENGT AS REQUIRED. L STEEL & 3. REER TO SEET 4 OR DIMENSION TABLE () () () - " - L ANOR BOLTS TIE BARS STRUTURE MOUNTED SOUND S MOUNTED "() + - ANOR PLATES PLAN - ANOR PLATE ASSEMBLY OMMONWEALT O PENNSYLVANIA " BUREAU O PROJET DELIVERY D+ˆ" " " DESIGN TABLE AND DETAILS OLES OR "D" ANOR BOLTS SETION TO BE SOWN ON TE ONTRAT DRAWINGS. REOMMENDED APR.9, 0 REOMMENDED APR.9, 0 SEET 9 O IE BRIDGE ENGINEER DIRETOR, BUR. O PROJET DELIVERY

10 6 " " " STEEL PIPE (SOWN) PREAST ONRETE (SIMILAR) L5x3x (GALVANIZED L END & LOSURE PANEL GROUND MOUNTED SOUND A AISSON (SOWN) AND PAINTED) 5" STRUTURAL LIMIT O GROUND MOUNTED SOUND (END O LOSURE PANEL) END O REINORED ONRETE L & PANEL OOTING (SIMILAR) LOSURE PANEL 3'-0" 0'-0" MAX. '-0" 90 L & PANEL BEND POINT OR A END O SEE DETAIL L END & LOSURE PANEL LOSURE PANEL STRUTURE MOUNTED SOUND BRIDGE SOWN PLAN - STRUTURE MOUNTED SOUND IELD VERIY LOSURE SIMILAR PANEL LENGT PRIOR TO ABRIATION LIMIT O GROUND MOUNTED SOUND END O LOSURE PANEL ANOR BOLTS AE O ONRETE WIDT OR WIDT BAKER ROD AND SEAL WIT AULKING OMPOUND/JOINT SEALING MATERIAL (OLOR TO MAT PANELS) L OLES OR SEE END NOTE B " " " TIKNESS " TIK x WIDE x LENGT AS REQUIRED NEOPRENE BRG. PAD (SEE END NOTE ) D+Š" OLES OR "D" ANOR BOLTS "" TIKNESS AMER (ELIMINATE AMER BELOW ) L & PANEL END SPONGE TIKNESS = " I ANGLES ARE PROVIDED) BRIDGE SOWN IS SIMILAR TO GROUND MOUNTED SOUND (/ WIT 0 LARE) L & STRUTURE MOUNTED SOUND " TIK NEOPRENE BRG. PAD TOP O / ILL GAP BETWEEN PANEL AND AE O / WIT LOSED ELL NEOPRENE SPONGE AND AULKING OMPOUND, (GLUE SPONGE TO / USING AN APPROVED ADESIVE)(SPONGE NOT REQUIRED INISED GRADE END O LOSURE PANEL " LIMIT O GROUND MOUNTED SOUND (END O LOSURE PANEL) " TIK PAD L & PANEL 3'-0" 0'-0" MAX. TOP O SOUND (AOUSTIAL PROILE) (SEE GENERAL NOTE 4 ON SEET ) L5x3x ƒ" x STEEL PLATE PREAST ONRETE PANEL WIDT PREAST ONRETE PANEL EIGT BOTTOM O PANEL () NEOPRENE BRG. SEE END NOTE E SETION A-A STEEL PIPE (SOWN) PREAST ONRETE (SIMILAR) L & GROUND MOUNTED SOUND ON OPPOSITE SIDE LOSURE PANEL (OR REINOREMENT REQUIREMENTS REER TO SEET 5). L JOINT (I REQUIRED) () (SEE DETAIL B ON SEET 6 O B-779M) SLOPE TO DRAIN INISED GROUND LINE AISSON (SOWN) REINORED ONRETE OOTING (SIMILAR) LOSURE PANEL AE O / " TREADED INSERT STEEL END PERIMETER REINOREMENT OR ADDITIONAL REQUIREMENTS REER TO SEET 5. " DETAIL L Œ" OLE OR " A7, GRADE A BOLT WIT LAT WASER, SPAED AT '-6" MAXIMUM L5x3x (GALVANIZED AND PAINTED) BAKER ROD AND SEAL WIT AULKING OMPOUND/JOINT SEALING MATERIAL (OLOR TO MAT PANELS) DETAIL J " " 6 " L END & LOSURE PANEL A. STEEL SIZE AND DIMENSIONS OR,, AND D IS TO BE BASED ON TE DIMENSIONS SOWN IN TE DESIGN TABLES ON SEET 7, 8 AND 9 OR TE REQUIRED SPAING AND ALL EIGTS. B. DIMENSION TO BE DETERMINED ER.. ILL GAP BETWEEN ANGLES WIT WELD MATERIAL. D. ELIMINATE TRU BOLTS OR STEEL ABLES IN END. STEEL ABLES ARE STILL REQUIRED IN TE PANEL. E. I EIGT BETWEEN TOP O / AND BOTTOM O PANEL IS GREATER TAN 4'-0" PROVIDE ANGLES, REER TO DETAIL J.. OR ADDITIONAL INORMATION REER TO NOTES ON SEETS AND.. DETAILS SOWN ARE OR INORMATION AND REERENE ONLY. ALTERNATE DETAILS ARE PERMITTED AND MUST BE APPROVED BY TE IE BRIDGE ENGINEER. 3. DESIGNER MUST PROVIDE DESIGN ALULATIONS OR OMPONENTS NOT DESIGNED IN TE S. 4. DESIGNER MUST INLUDE ALL DETAILS REQUIRED ON TE ONTRAT DRAWINGS. 5. OR GROUND MOUNTED ORNER DETAILS REER TO BD-677M AND BD-678M. 6. DESIGNER MUST ONSIDER OW INSPETION AESS IS OBTAINED OR TE ADJAENT STRUTURE. OMMONWEALT O PENNSYLVANIA BUREAU O PROJET DELIVERY STRUTURE MOUNTED SOUND S STRUTURE MOUNTED TO GROUND MOUNTED DETAILS APR.9, 0 APR.9, 0 REOMMENDED REOMMENDED SEET 0 O IE BRIDGE ENGINEER DIRETOR, BUR. O PROJET DELIVERY

11 L EXPANSION NOTE A: JOINT OPENING AS REQUIRED OR BRIDGE EXPANSION AND ONTRATION AT 68 DEGREES. AS REQUIRED AS REQUIRED TO AOMMODATE TOTAL MOVEMENT+ " TOTAL MOVEMENT JOINT OPENING OR SOULDER OR PAVEMENT RELIE JOINT = '-0" (REER TO R-0M AND R-4M). / LOSED ELL NEOPRENE SPONGE STRIP, EXTENSION O PANEL INTO JOINT OPENING (SEE NOTE A) 8" " TIK BY WIDT, GLUED TO LANGE USING APPROVED ADESIVE (LEAVE A GAP AT BOTTOM O PANEL OR DRAINAGE) IG SIDE LOW SIDE NEOPRENE BRG. PAD, GLUED TO BASE TOTAL MOVEMENT+ " () GUTTER LINE DOWN SLOPE ƒ" REESS IN ONRETE GUTTER LINE PL x6 x ULL EIGT PLATE USING AN APPROVED ADESIVE TIKNESS = " LENGT = 5"+TOTAL MOVEMENT WIDT = ()(SEE NOTE 5) OUTSIDE AE O SEE DETAIL K + 3" " SLIDING BENT PLATE (GALVANIZED AND PAINTED TO MAT S) 0" EXPANSION PANEL + 3" AS REQUIRED L STEEL, & PANELS OUTSIDE AE O L EXPANSION, & PANELS / / "" TIKNESS PROVIDE MAX. GAP BETWEEN PANEL AND LOSED ELL NEOPRENE SPONGE STRIP OR EXPANSION AND ONTRATION. EXPANSION PANEL D+Š" OLE OR "D" ANOR BOLT AS REQUIRED OPEN JOINT IN JOINT OPENING PLUS " PL ƒx x ULL EIGT L EXPANSION + 4'-0" 8'-0" MAX. SPAING L STEEL & DETAIL K EXPANSION PLAN PROVIDE STEEL PIPE AND L EXPANSION BOLTS ON "IXED" END O EXPANSION PANEL (SEE DETAILS ON SEET 9 O B-779M) L STEEL & + +TOTAL MOVEMENT+ " PL = PANEL LENGT ARITETURAL SURAE TREATMENT ABRIATED, AND ANOR BOLT SIZES: A. DIMENSIONS OR,, AND D IS TO BE BASED ON TE DIMENSIONS SOWN IN TE DESIGN EXPANSION PANEL " DIA. A7 BOLTS WIT " DIA. STD. WT. GALVANIZED STEEL PIPE NON-SRINK GROUT VERTIAL AE TOTAL MOVEMENT + " '-0" MAX. SPA. LOSED ELL NEOPRENE SPONGE AND AULKING OMPOUND PROVIDE PIPE AT EXPANSION END, TRU BOLTS NOT REQUIRED 7x9 GALVANIZED STEEL LEXIBLE ABLE PLAN (WEN SPEIIED) 5" STRUTURAL TIKNESS " DIA. STD. WT. GALVANIZED STEEL PIPE TABLES ON SEETS 7.8 AND 9 OR TE REQUIRED SPAING AND EIGT. B. DIMENSION / IS TO BE BASED ON ONE-AL TE DIMENSION SOWN IN TE DESIGN TABLES ON SEETS 7.8 AND 9 OR TE REQUIRED SPAING AND EIGT.. REMAINING DIMENSIONS TO BE DETERMINED BY TE ENGINEER. TOP O " PREAST ONRETE EXPANSION PANEL '-0" MAX. BOTTOM O PANEL/ TOP O BEARING PAD (OR ADDITIONAL PANEL DETAILS SEE SEET 5) LEGEND: + SIZE SOWN, PROVIDE SIZE REQUIRED PER DESIGN 3"+ L ANOR BOLT ANOR PLATE ASSEMBLY ILL OPENING WIT LOSED ELL NEOPRENE SLIDING PLATE SPONGE AND AULKING OMPOUND ELEVATION EXPANSION PANEL DETAILS. OR ADDITIONAL INORMATION REER TO NOTES ON SEETS AND.. DETAILS SOWN ARE OR INORMATION AND REERENE ONLY. ALTERNATE DETAILS ARE PERMITTED AND MUST BE APPROVED BY TE IE BRIDGE ENGINEER. OMMONWEALT O PENNSYLVANIA BUREAU O PROJET DELIVERY 3. DESIGNER TO DETERMINE TOTAL MOVEMENT REQUIRED. 4. DESIGNER MUST INLUDE ALL DETAILS REQUIRED ON TE ONTRAT DRAWINGS. 5. DESIGNER TO DESIGN NEOPRENE BEARING PAD TO STRUTURE MOUNTED SOUND S AOMMODATE MOVEMENT O EXPANSION PANEL. 6. GALVANIZE AND PAINT ALL ABRIATED STRUTURAL STEEL. 7. I STRUTURE MOUNTED SOUND ENDS EXPANSION PANEL DETAILS AT TE EXPANSION AND ONNETS TO A GROUND MOUNTED PROVIDE ADDITIONAL DETAILS AS REQUIRED IN AORDANE WIT TESE S. REOMMENDED APR.9, 0 REOMMENDED APR.9, 0 SEET O IE BRIDGE ENGINEER DIRETOR, BUR. O PROJET DELIVERY