WESTERN RUN 30 WF 108. P L12"+ x 5/8 "+ x 36-0"+ 30 WF WF ^00-00"+ 30 WF WF WF 108 P L7"+ x 5/8 "+ x 28-0"

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2 N 0 1/2 "+ PRPET GIRDER NOS. BERING BUTMENT 41 10"+ BERING 52 4"+ 9"+ 9"+ 41 1"+ SPN "+ SPN 2 9"+ 9"+ 41 1"+ SPN BENT NO. 1 BENT NO. 2 BERING BUTMENT B BERING WESTERN RUN BERING BERING 7 P 7"+ x 5/8 "+ x 28 0"+ 46 1"+ OUT TO OUT SUPER 40 0"+ ER RODWY 16 0"+ 24 0"+ 4 0" "+ = 12 0"+ SHDR. 24 0"+ RODWY SHOUDER TO GEN BURNIE 89^0.5"+ P 6"+ x 5/8 "+ x 25 0"+ P 6"+ x 5/8 "+ x 25 0"+ P 6"+ x 5/8 "+ x 25 0"+ P 6"+ x 5/8 "+ x 25 0"+ P 6"+ x 5/8 "+ x 25 0"+ 89^0.5"+ P 12"+ x 5/8 "+ x 6 0"+ P 12"+ x 5/8 "+ x 6 0"+ P 12"+ x 5/8 "+ x 6 0"+ 90^00 00"+ P 12"+ x 5/8 "+ x 6 0"+ P 12"+ x 5/8 "+ x 6 0"+ DIPHRGMS 15 [.9 89^0.5"+ P 6"+ x 5/8 "+ x 25 0"+ P 6"+ x 5/8 "+ x 25 0"+ P 6"+ x 5/8 "+ x 25 0"+ P 6"+ x 5/8 "+ x 25 0"+ P 6"+ x 5/8 "+ x 25 0" ^00 00"+ 89^0.5"+ 1 P 7"+ x 5/8 "+ x 28 0"+ 0 1/2 "+ PRPET F F F E F F EXISTING STREMBNK 2 0"+ 16 0"+ TO BUTMENT BERINGS 2 0"+ EXISTING TRFFI BRRIER WBEM 140 0"+ OUT TO OUT BUTMENT BKWS SPEIFITIONS: STRUTU R STE E: BO TS: EXISTING STRUTUR E: GENER NOTES SPEIFITIONS D MY, THERE ND DDITIONS THERETO ND SPEI PROVISIONS FOR MTERIS ND ONSTRUTION. STRUTUR STEE ONFORM TO 709, GRDE 50. BOTS BE 25, TYPE 1. BOTS BE 7/8 " DIMETER GVNIZED BOTS, UNESS OTHERWISE NOTED. DIMENSIO NS FFET ED BY T HE GEOMETRI S, ND/ OR OTION T HE EXISTING STRUTU RE BE HEK ED BY T HE OR BEFO RE NY WO RK IS DON E, ND BEFO RE NY MTERI IS ORDER ED OR FBRITE D. IT BE T HE RESPONSIBIITY T HE OR TO SUPP Y T HE ENGINE ER WITH FIE D DIMENSIO NS REQUIR ED TO HE K DETI DRWING S. THE ( %%p) MR KS SHO WN WITH DIMENSIO NS DO N OT INDI TE NY DEGR EE PREISIO N. THE SE MR KS ( %%p) INDI TE EXISTING DIMENSIO NS TH T M Y V RY ND DO REQUIRE FIE D VERIFITION BY T HE O R. WEDING: WORK REQUIRED: WEDING ONFORM TO SPEIFITION SETIONS ND FIED WEDING BE DONE BY THE SHIEDED METR PROESS. REQUIREMENTS BE DHERED TO EXEPT THE REQUIREMENTS FOR RDIOGRPHI ND UTRSONI INSPETION MY BE WIVED IF VISU INSPETION BY ENGINEER INDITES THE WEDS RE STISFTORY FOR THE INTENDED PURPOSE. INST BERING STIFFENER RETRIT S PN SE: /16 " = 1 O" BERING STIFFENER RETRITS PTING OTION ND SIZE HRT NOTE: FOR T HE INFORMTION ND ONVENIEN E T HE O R, PRIN TS T HE EXISTING STRUTU RE RE INUD ED WITH THE SE PN S. NO RESPONSIBIITY F OR THEIR UR Y OR OMPETENE SS IS SSUM ED BY T HE DMINISTRTIO N. DIMENSION S, DETI S, ET. S SHO WN THERE ON M Y N OT BE S BUI T. EGEND BEM END BERING STIFFENER RETRIT OTIONS. MINOR REHBIITTION STEE BEM BRIDGE NO ON US 01 NBR OVER WESTERN BRNH GENER PN S1 1 1 EXISTING STRUTU RE SHO WN IN DSH ED INE S. BEM SPN SUPPORT H END SETION SPN SETION X S 1 2 BENT 2 6x4x /4 " 9x4x 5/8 " 1 6" 1 " 5" 5" DETI NO. REFERENE SRST(BSR)102 8 SE JUY BENT 1 1 6" 1 " 6x4x /4 " 9x4x 5/8 " 5" 5" SRST(BSR) W. KINID NOTES: M.. ZUKOWSKI, EI RETRIT OTIONS SHOWN RE EXPETED BUT MY HNGE FTER ENING. THE ENGINEER DETERMINE REPIR OTIONS FTER ENING T NO DDITION OST TO THE DMINISTRTION. R. S. THORNTON NO SEE TITE c:\pwdata\ckincaid\d107051\ _2188_.dgn PRINT Monday, July 24, 2017 T 11:20 M

3 N 242 8"+ TO BUTMENT BERINGS 4 0"+ SHOUDER 1 7 1/4 "+ PRPET 8"+ 8"+ 8"+ 8"+ BERING 6 WF 20 EXT. BUTMENT 1 PIER NO. 1 PIER NO. 2 GIRDER NOS. 80 8"+ 80 0"+ SPN "+ 80 8"+ 80 0"+ SPN "+ SPN 6 WF 20 INT. WITH BOTTOM OVER PTE 14"+ x 1"+ x 52 0"+ 18 [ 42.7 DIPHRGMS BERING BUTMENT /2 "+ OUT TO OUT RODWY 8 0"+ ER RODWY 24 0"+ RODWY TO WYSON S ORNER PPROXIMTE OTION DOWNSPOUT 10 0"+ SHOUDER 1 7 1/4 "+ PRPET F E E F E 20 0"+ 20 0"+ 20 0"+ 20 0"+ 20 0"+ 20 0"+ 20 0"+ 20 0"+ 20 0"+ 20 0"+ 20 0"+ 20 0"+ REPE DRINGE TROUGH NEOPRENE S PN F EXISTING TRFFI BRRIER WBEM REPE OMPRESSION SE SE: 1" = 20 O" EGEND GENER NOTES DENOTES OTION BERING STIFFENER RETRITS SPEIFITI0NS: EXISTING : STRUTUR STEE: BOTS: STNDRD SPEIFITIONS FOR ONSTRUTION ND MTERIS D MY, 2017 WITH TEST. THERE ND DDITIONS THERETO ND SPEI PROVISIONS FOR MTERIS ND ONSTRUTION. DIMENSIONS FFETED BY THE GEOMETRIS, ND/OR OTION THE EXISTING BE HEKED IN THE FIED BY THE OR, BEFORE NY ONSTRUTION IS DONE, ND BEFORE NY MTERI IS ORDERED OR FBRITED. IT BE THE RESPONSIBIITY THE OR TO SUPPY THE ENGINEER WITH FIED DIMENSIONS REQUIRED TO HEK DETI + + DRWINGS. THE MRKS SHOWN WITH DIMENSIONS DO NOT INDITE NY DEGREE PREISION. THESE MRKS ( ) INDITE EXISTING DIMENSIONS THT MY VRY ND DO REQUIRE FIED VERIFITION BY THE OR. EXISTING SHOWN IN ONG DSHED INES. STRUTUR STEE FOR PTING BE /4 " THIK ND ONFORM TO 709, GRDE 50. BOTS BE 25, TYPE 1. BOTS BE 7/8 " DIMETER GVNIZED BOTS, UNESS OTHERWISE NOTED. WEDING: MINTENNE TRFFI: WORK REQUIRED: WEDING ONFORM TO SPEIFITION SETIONS ND FIED WEDING BE DONE BY THE SHIEDED METR PROESS. REQUIREMENTS BE DHERED TO EXEPT THE REQUIREMENTS FOR RDIOGRPHI ND UTRSONI INSPETION MY BE WIVED IF VISU INSPETION BY ENGINEER INDITES THE WEDS RE STISFTORY FOR THE INTENDED PURPOSE. FOR MINTENNE TRFFI, REFER TO STNDRD NOS. MD , MD , ND MD FOR OMPRESSION SE REPEMENT. 1. INST BEM END RETRITS. 2. INST BERING STIFFENER RETRITS.. REPE DRINGE TROUGH FBRI T BUTMENTS ND PIERS. 4. EXTEND TH BSIN DRIN PIPES T THE PIERS BEOW THE PIER PS. 5. REPE OMPRESSION SE T THE BUTMENT B WITH 2" OMPRESSION SE. 6. RREST THE FTIGUE RK IN THE DIPHRGM TO STIFFENER WED T GIRDER # 1, BY # 1, DIPHRGM # 2, IN SPN # REPE THE DIPHRGM ERETION BOTS WITH 7/8 " DIMETER HIGH STRENGTH GVNIZED BOTS T GIRDER # 1, BY # 1, DIPHRGM # 2, IN SPN # 1. NOTE: RETRIT OTIONS SHOWN RE EXPETED BUT MY HNGE FTER ENING. THE ENGINEER DETERMINE REPIR OTIONS FTER ENING T NO DDITION OST TO THE DMINISTRTION. BEM END RETRITS PTING OTION ND SIZE HRT BEM SPN SUPPORT H X Y PIER " 1 2 6" /4 " 4" S DETI NO. SRST(SR)104 REFERENE 7 DENOTES OTION BEM END PTING DENOTES OTION DRINGE TROUGH FBRI REPEMENT DENOTES DOWNSPOUT OTIONS. OTIONS SHOWN RE PPROXIMTE ND BE FIED VERIFIED BY THE OR ND PPROVED BY THE ENGINEER. DENOTES OTION FTIGUE RK DENOTES OMPRESSION SE REPEMENT DENOTES OTION DIPHRGM ERETION BOT REPEMENT FOR THE ONVENIENE ND INFORMTION THE OR, PRINTS PNS THE EXISTING PERTINENT RE INUDED WITH THIS PROJET. NO RESPONSIBIITY FOR THEIR URY OR OMPETENESS IS SSUMED BY THE DMINISTRTION. DIMENSIONS, DETIS, ET. THEREON MY NOT BE "S BUIT". S2 1 2 PIER /4 " 6" 6" 4" SRST(SR) BUT /4 " 6" 6" 4" SRST(SR)104 7 DRINGE TROUGHS BRIDGE NO , MD 4 EBR PTUXENT RIVER BERING STIFFENER RETRITS PTING OTION ND SIZE HRT BEM SPN SUPPORT H END SETION SPN SETION X S DETI NO. REFERENE SE MINOR REHBIITTION STEE BEM BRIDGE NO ON MD 4 EBR OVER PTUXENT RIVER GENER PN JUY 2017 SUPPORT BUT. 1 PIER 1 PIER 2 DETI NO. REFERENE SRJT(DT)201; SUPJT(DT)101 9 & 11 SRJT(DT)101; SUPJT(DT) & 11 SRJT(DT)101; SUPJT(DT) & PIER 1 6x4x /4 " 9x4x 5/8 " 2 0" 1 " 5" 5" 2 2 PIER 2 2 PIER PIER 2 2 PIER 2 6x4x /4 " 9x4x 5/8 " 2 0" 1 " 5" 5" 6x4x /4 " 9x4x 5/8 " 2 0" 1 " 5" 5" 6x4x /4 " 9x4x 5/8 " 2 0" 1 " 5" 5" 6x4x /4 " 9x4x 5/8 " 2 0" 1 " 5" 5" SRST(BSR)102 8 SRST(BSR)102 8 SRST(BSR)102 8 SRST(BSR)102 8 SRST(BSR) KINID M.. ZUKOWSKI, EI R. THORNTON BUT. 2 SRJT(DT)201; SUPJT(DT)101 9 & 11 4 PIER 2 6x4x /4 " 9x4x 5/8 " 2 0" 1 " 5" 5" SRST(BSR)102 8 NO. 11 SEE TITE c:\pwdata\ckincaid\d107051\ _2189_.dgn PRINT Monday, July 24, 2017 T 02:57 PM

4 ONSTRUTION NOTES 1/4 Min. Max. bove compressed seal. 1. MD lab to locate ends of weld cracks and grind out affected weld flush to base metal. Joint Opening GENER NOTES 2. heck weld area with magnetic particle or UT to ensure the crack has been removed. ll ground out weld areas are to be the same length on both sides of the connection plate. (Refer to Type1, Type2, Type and Type4 repair details). Upon completion, MD lab to verify with UT that the crack has been removed in its entirety. See Specifications for treatment of these surfaces Specifications: Specifications dated July 2008 Revisions thereof and additions thereto and Special Provisions for Materials and onstruction.. If the crack has grown into base metal then locate the ends of the cracks and arrest the crack tip with the appropriate size holes as determined by MD lab. Drilled holes shall be deburred and internally polished to a minimum 64RMS. Finish with edges rounded. (Refer to Type 1 and Type 2 repair details). Top of Roadway Existing Structure: ll dimensions affected by the geometrics, and/or location of the existing structure shall be checked in the field by the ontractor, before any construction is done, before any materials are ordered or fabricated. It shall be the responsibility of the ontractor to supply the Engineer with all field dimensions required to check detail drawings. The + marks shown with dimensions do not indicate any degree of precision. These marks (+) indicated existing dimensions that may vary and do require field verification by the ontractor. 4. ll bare metal shall be painted in accordance to Section 40, with the color of the final coat matching the existing coat. 5. To eliminate any knife edges grind the edge until a 1/8 thickness is attained. Polish surface to RMS Maintenance of Traffic: Use Standard No. N onnection plate weld onnection plate weld Work Required: Repair fatigue cracks. Drilled hole rack tip in base metal rack not in base metal Grind out weld area /8 x 1 retainer bars installed in alternating 5 lengths rack tip not in OTION & DESRIPTION REPIRS MEMBER SPN DIPHRGM BY RK OTION TOP DIPHRGM TO STIFFENER WED base metal TYPE1 RK REPIR Scale: = 1 0 TYPE RK REPIR Scale: = 1 0 Existing Seal Retainer ngles SETION Scale: =1 0 onnection plate weld onnection plate weld rack not OMPRESSION SE TBE Drilled hole rack in base metal in base metal Grind out weld area Uncompressed Joint ocation Seal Width 40 F 50 F 60 F 70 F 80 F 90 F 2" BUT /16 " 1 7/16 " 1 /8 " 1 1/4 " 1 /16 " 1 1/8 " Movement Rating 0.749" TYPE2 RK REPIR Scale: = 1 0 TYPE4 RK REPIR Scale: = 1 0 "TBE IS GIVEN FOR REFERENE PURPOSES ONY. IF THE OPENING IN THE FIED IS FOUND TO VRY MORE THN 1/4 T SSOITED TEMPERTURE THE ENGINEER ONTT THE DESIGN ENGINEER FOR GUIDNE." PPROV FTIGUE RK REPIRS FOR STRUTUR STEE GENER NOTES DETI NO. SRST(FR) PPROV FTIGUE RK REPIRS FOR STRUTUR STEE ONSTRUTION NOTES ND DETIS DETI NO. SRST(FR) Notes: 1. Seal(s) up to wide, uncompressed, PPROV shall be one piece for the full length of seal (no joints). 2. Seal(s) greater than " wide may have one splice per joint if the length of the joint exceeds 50. Splice shall be at least 15 from the gutter line. OMPRESSION SE GND REPEMENT RMORED JOINT DETI NO. SRJT(RB) ONRETE DEK EXISTING DIPHRGM REPE EXISTING ERETION BOTS WITH 7/8 " DIMETER, 25 BOTS EXISTING ERETION BOTS EXTERIOR GIRDER 1/2 " INTERIOR GIRDER S2 2 2 DIPHRGM DETI SE: /8 = 1 0 DIPHRGM BOTING NOTES: 1. BOTS BE 25, 7/8 " DIMETER BOTS. 2. BOT HOES BE 15/16 " DIMETER. SE MINOR REHBIITTION STEE BEM BRIDGE NO ON MD 4 EBR OVER PTUXENT RIVER DETIS. KINID JUY KINID R. THORNTON NO SEE TITE c:\pwdata\ckincaid\d107051\ _2189_.dgn PRINT Monday, July 24, 2017 T 12:04 PM

5 GENER NOTES EXISTING INTERMEDITE DIPHRGM PPROXIMTE EDGE ONRETE SOPE PROTETION ND EXISTING STREM FOW BEM NUMBER SPEIFITI0NS: STNDRD SPEIFITIONS FOR ONSTRUTION ND MTERIS D JUY, 2008 WITH TEST. THERE ND DDITIONS THERETO ND SPEI PROVISIONS FOR MTERIS ND ONSTRUTION. 42 6"%%p OUT TO OUT 5 6"%%p 12 0"%%p 12 0"%%p 10 0"%%p SHD. NE NE SHD. E PIER 1 E PIER 2 E F MD 5 N.B.R. TO INTON BERING BUTMENT B EXISTING : STRUTUR STEE: BOTS: WEDING: WORK REQUIRED: DIMENSIONS FFETED BY THE GEOMETRIS, ND/OR OTION THE EXISTING BE HEKED IN THE FIED BY THE OR, BEFORE NY ONSTRUTION IS DONE, ND BEFORE NY MTERI IS ORDERED OR FBRITED. IT BE THE RESPONSIBIITY THE OR TO SUPPY THE ENGINEER WITH FIED DIMENSIONS REQUIRED TO HEK DETI + DRWINGS. THE MRKS SHOWN WITH DIMENSIONS DO NOT INDITE NY DEGREE PREISION. THESE MRKS ( ) INDITE EXISTING DIMENSIONS THT MY VRY ND DO REQUIRE FIED VERIFITION BY THE OR. EXISTING SHOWN IN ONG DSHED INES. STRUTUR STEE FOR PTING BE /4 " THIK ND ONFORM TO 709, GRDE 50. BOTS BE 25, TYPE 1. BOTS BE 7/8 " DIMETER GVNIZED BOTS, UNESS OTHERWISE NOTED. WEDING ONFORM TO SPEIFITION SETIONS ND FIED WEDING BE DONE BY THE SHIEDED METR PROESS. REQUIREMENTS BE DHERED TO EXEPT THE REQUIREMENTS FOR RDIOGRPHI ND UTRSONI INSPETION MY BE WIVED IF VISU INSPETION BY ENGINEER INDITES THE WEDS RE STISFTORY FOR THE INTENDED PURPOSE. 1. INST BEM END RETRITS. 2. INST DRINGE TROUGHS ND DOWNSPOUTS T BOTH BUTMENTS. + BERING BUTMENT 6 6"%%p SPN 1 7 2"%%p SPN 2 2 6"%%p SPN PISTWY REEK INST JOINT TROUGH GENER PN SE: 1/8 " = 1 0" N BEM END RETRITS EGEND PTING OTION ND SIZE HRT BEM SPN SUPPORT H X Y S DETI NO. REFERENE BEM END RETRIT OTIONS. S 1 1 DRINGE TROUGHS BUT /4 " " 6" 1 1 6" 4" SRST(SR) BUT. B " 1 5 1/4 " 6" 4" SRST(SR)104 6" 7 DRINGE TROUGH OTIONS. DOWNSPOUT OTIONS. OTIONS SHOWN RE PPROXIMTE ND BE FIED VERIFIED BY THE OR ND PPROVED BY THE ENGINEER. MINOR REHBIITTION STEE BEM BRIDGE NO MD 5 OVER PISTWY REEK GENER PN BRIDGE NO , MD 5 OVER PISTWY RK. SUPPORT DETI NO. REFERENE BUT. SRJT(DT)201; SUPJT(DT)101 9 & 11 NOTE: RETRIT OTIONS SHOWN RE EXPETED BUT MY HNGE FTER ENING. THE ENGINEER DETERMINE REPIR OTIONS FTER ENING T NO DDITION OST TO THE DMINISTRTION. FOR THE ONVENIENE ND INFORMTION THE OR, PRINTS PNS THE EXISTING RE INUDED WITH THIS. NO RESPONSIBIITY FOR THEIR URY OMPETENESS IS SSUMED SE. KINID. KINID R. THORNTON JUY 2017 BUT. B SRJT(DT)201; SUPJT(DT)101 9 & 11 BY THE DMINISTRTION. DIMENSIONS, DETIS, ET. THEREON MY NOT BE "S BUIT". NO SEE TITE c:\pwdata\ckincaid\d107051\ _2192_.dgn PRINT Monday, July 24, 2017 T 02:25 PM

6 egend: length of bottom flange retrofit H height of retrofit X bolt spacing (horizontal) Y bolt spacing (vertical) S stiffener vertical bolt spacing PTING OTION ND SIZE HRT BEM SPN SUPPORT H X Y S OMMENTS PPROV GENER NOTES 1. The ontractor shall verify all dimensions, including but not limited to the height between the beam flange and the, the between the beam and stiffener, the plumbness of the stiffener, the slope of the top of the bottom flange, limits of section loss, the chamfer for the existing beam fillet, and bolt spacing, etc., before any material is ordered or fabricated. The number of bolts shown in this standard are for representation only. The ontractor shall be responsible for selecting the number of bolts, and the pattern that will satisfy the requirements of the standard. 2. The contractor is to complete the installation of each plating location prior to the end of the work day. No location is to be left with bolt holes drilled and plating not fully bolted.. To eliminate any knife edge grind the edge until a 1/8 thickness is attained. Polish surface to RMS ll bolts shall be 25, Type 1, 7/8 diameter galvanized bolts unless otherwise specified in the contract. ll bolts shall be offvented a minimum of 24 days before installation. 5. The minimum acceptable edge distance for any bolt shall be. The maximum acceptable edge distance for any bolt shall be. 6. The minimum acceptable centertocenter bolt spacing shall be. 7. ll bolt holes shall be 15/16 diameter. 8. The areas of section loss and pitting shall be filled with an approved metal reinforced epoxy filler just prior to installing new steel plates and new fabricated sections. 9. Seal the edges of adjoining plates prior to painting according to Section ll new steel and areas to be plated shall be cleaned and painted in accordance with Section 40. The color shall match the existing beams, unless otherwise specified in the contract. 11. ll structural steel shall be /4 thick and conform to 709, Grade 50, unless otherwise specified in the contract. 12. The ontractor shall submit as built plans to the Office of Structures of the details of the bearing stiffener plating used at each location. The bolt spacing specified is the maximum spacing allowed. Bolt spacing should be evenly spaced. 1. Bolt heads shall be on the exterior face of the fascia beam/girder. REFER TO BRIDGE NO ON 11 FOR DETIS. ONE RETRIT RE REQUIRED. DETI NO. SRST(SR)101 GIRDER/BEM END PTING GENER NOTES 1 1 Bottom of existing seat and S c/c + Notes: bearing Varies spacing of bolts. Requires 4 bearing X/2 For wide flanges, add bolts spaced at c/c along flange width, as needed. Slope web plate to follow existing if plate height extends above existing seat See Note 1 of General Notes. See General Notes for detail sizing. See sheet 2 of 2 for Section and Section BB. to dditional bolts, as needed EEVTION SETION OSS REPIR BEM END PPROV X c/c Scale: 1 =1 0 dd bolts, as needed, to maintain appropriate edge distances X/2 Y/2 7/8 dia. bolt X c/c imits of section loss or fastening development Scale: 1 =1 0 B B 1 0 SETION SETION OSS REPIR BEM END X c beam Note: X/2 and Y/2 must be spacing. New fabricated Existing bottom flange dditional bolts as needed INTERIOR GIRDER/BEM END PTING DETIS ONRETE DIPHRGM DETI NO. SRST(SR)102 Y c/c imits of section loss or fastening development H 1 2 Y/2 c/c staggered Existing beam/girder S c/c + SETION BB Scale: 1 =1 0 Existing sole plate Existing New fabricated 7/8 dia. bolt PPROV SETION Scale: 1 =1 0 Backgouge Mill to match or clear Existing seat Existing bearing stiffener (Typ.) The between the plates shall be set, so that the plates are flush against the beam web and bottom flange fillet of existing as shown so that edges of new plate fit flush against the existing steel DETI Scale: None /4 New fabricated INTERIOR GIRDER/BEM END PTING DETIS ONRETE DIPHRGM DETI NO. SRST(SR)102 /4 2 2 MINOR REHBIITTION VRIOUS BRIDGES UNDER PINT INTERIOR BEM END RETRIT DETIS SE JUY 2017 NO c:\pwdata\ckincaid\d107051\srst(sr) dgn PRINT Monday, July 24, 2017 T 02:27 PM

7 GENER NOTES 1. The ontractor shall verify all dimensions, including but not limited to the height between the beam flange and the, the between the beam and stiffener, the plumbness of the stiffener, the slope of the top of the bottom flange, limits of section loss, the chamfer for the existing beam fillet, and bolt spacing, etc., before any material is ordered or fabricated. The number of bolts shown in this standard are for representation only. The ontractor shall be responsible for selecting the number of bolts, and the pattern that will satisfy the requirements of the standard. bearing X/2 dditional bolts, as needed Existing beam/girder 2. The contractor is to complete the installation of each plating location prior to the end of the work day. No location is to be left with bolt holes drilled and plating not fully bolted. Existing seat. To eliminate any knife edge grind the edge until a 1/8 thickness is attained. Polish surface to RMS ll bolts shall be 25, Type 1, 7/8 diameter galvanized bolts, unless otherwise specified in Exterior web plate to match interior web plate the contract. ll bolts shall be offvented a minimum of 24 days before installation. 5. The minimum acceptable edge distance for any bolt shall be. The maximum acceptable edge distance for any bolt shall be. 6. The minimum acceptable centertocenter bolt spacing shall be. 7. ll bolt holes shall be 15/16 diameter. 8. The areas of section loss and pitting shall be filled with an approved metal reinforced epoxy filler just prior to installing new steel plates and new fabricated sections. 9. Seal the edges of adjoining plates prior to painting according to Section ll new steel and areas to be plated shall be cleaned and painted in accordance with Section 40. The color shall match the existing beams, unless otherwise specified in the contract. 11. ll structural steel shall be /4 thick and conform to 709, Grade 50, unless otherwise specified in the contract. 12. The ontractor shall submit as built plans to the Office of Structures of the details of the bearing stiffener plating used at each location. The bolt spacing specified is the maximum spacing allowed. Bolt spacing should be evenly spaced. 1. Bolt heads shall be on the exterior face of the fascia beam/girder. PTING OTION ND SIZE HRT BEM SPN SUPPORT H X Y S OMMENTS REFER TO BRIDGE NO ON 11 FOR DETIS. TWO RETRITS RE REQUIRED. REFER TO BRIDGE NO ON 5 11 FOR DETIS. TWO RETRITS RE REQUIRED. Bottom of existing seat and S c/c + bearing Slope interior web plate to follow existing if plate height extends above existing seat. Exterior web plate to match the interior web plate. X c/c Scale: 1 =1 0 dd bolts, as needed, to maintain appropriate edge distances X/2 Y/2 7/8 dia. bolt X c/c imits of section loss or fastening development B B X 1 0 SETION SETION OSS REPIR BEM END Existing seat (interior face) c beam Note: New fabricated Existing bottom flange dditional bolts as needed X/2 and Y/2 must be spacing. Y c/c imits of section loss or fastening development H S c/c + Y/2 c/c staggered Existing bearing stiffener SETION BB Scale: 1 =1 0 Existing sole plate Existing New fabricated 7/8 dia. bolt SETION Scale: 1 =1 0 (Typ.) Mill to match or clear (Typ.) The between the plates shall be set, so that the plates are flush against the beam web and bottom flange fillet of existing as shown so that edges of new plate fit flush against the existing steel DETI Scale: None /4 New fabricated /4 EEVTION SETION OSS REPIR BEM END egend: length of bottom flange retrofit H height of retrofit X bolt spacing (horizontal) Y bolt spacing (vertical) S stiffener vertical bolt spacing PPROV GIRDER/BEM END PTING GENER NOTES Notes: Varies spacing of bolts. For wide flanges, add bolts spaced at c/c along flange width, as needed. See General Notes for detail sizing. See sheet 2 of 2 for Section Scale: 1 =1 0 PPROV EXTERIOR GIRDER/BEM END PTING OUTSIDE FE WITHOUT STIFFENER DETIS ONRETE DIPHRGM PPROV EXTERIOR GIRDER/BEM END PTING OUTSIDE FE WITHOUT STIFFENER DETIS ONRETE DIPHRGM DETI NO. SRST(SR) and Section BB. DETI NO. SRST(SR) DETI NO. SRST(SR) MINOR REHBIITTION VRIOUS BRIDGES UNDER PINT EXTERIOR BEM END RETRIT DETIS SE JUY 2017 NO ; c:\pwdata\ckincaid\d107051\srst(sr) dgn PRINT Monday, July 24, 2017 T 02:29 PM

8 1 1 GENER NOTES 1. The ontractor shall verify all dimensions, including but not limited to the height between the beam flange and the, the between the beam and stiffener, the plumbness of the stiffener, the slope of the top of the bottom flange, limits of section loss, the chamfer for the existing beam fillet, and bolt spacing, etc., before any material is ordered or fabricated. The number of bolts shown in this standard are for representation only. The ontractor shall be responsible for selecting the number of bolts, and the pattern that will satisfy the requirements of the standard. bearing 2. The contractor is to complete the installation of each plating location prior to the end of the work day. No location is to be left with bolt holes drilled and plating not fully bolted. c beam. To eliminate any knife edge grind the edge until a 1/8 thickness is attained. Polish surface to RMS 128. Existing beam/girder 4. ll bolts shall be 25, Type 1, 7/8 diameter galvanized bolts, unless otherwise specified in the contract. ll bolts shall be offvented a minimum of 24 days before installation. 5. The minimum acceptable edge distance for any bolt shall be. The maximum acceptable edge distance for any bolt shall be. New Existing seat Outside portion of concrete end may not be present at 6. The minimum acceptable centertocenter bolt spacing shall be. Existing bearing stiffener exterior girders/beams 7. ll bolt holes shall be 15/16 diameter. 8. The areas of section loss and pitting shall be filled with an approved metal reinforced epoxy filler just prior to installing new steel plates and new fabricated sections. 9. Seal the edges of adjoining plates prior to painting according to Section ll new steel and areas to be plated shall be cleaned and painted in accordance with Section 40. The color shall match the existing beams, unless otherwise specified in the contract. 11. ll structural steel shall be thick and conform to 709, Grade 50 unless otherwise specified in the contract. 12. The ontractor shall submit as built plans to the Office of Structures of the details of the bearing stiffener plating used at each location. The bolt spacing specified is the Bottom of existing seat and bearing SETION SETION OSS REPIR BEM END Scale: 1 =1 0 S c/c + H Existing sole plate New (Typ.) SETION Scale: 1 =1 0 PTING OTION ND SIZE HRT END SETION SPN SETION X S BEM SPN SUPPORT H OMMENTS egend: maximum spacing allowed. Bolt spacing should be evenly spaced. 1. Bolt heads shall be on the exterior face of the fascia beam/girder. REFER TO BRIDGE NO ON 2 11 FOR DETIS. TWO RETRITS RE REQUIRED. REFER TO BRIDGE NO ON 11 FOR DETIS. SEVEN RETRITS RE REQUIRED. H S c/c + to X 7/8 dia. bolt Existing bottom flange New imits of section loss or fastening development hamfer new plate as shown where required to clear existing fillet so that edges of new plate fit flush against the existing steel DETI Scale: None New END SETION Define the rolled section to be used "behind" the bearing stiffener. SPN SETION Define the rolled section to be used on the "Span" side of the bearing stiffener. H Height of proposed rolled retrofit (in.). ength of proposed rolled retrofit (in.). X bolt spacing (horizontal). S stiffener vertical bolt spacing. PPROV DETI NO. SRST(BSR)101 BERING STIFFENER PTING GENER NOTES STRUTUR REPIRS Notes: Varies spacing of bolts. Requires 4 See Note 1 of General Notes. See General Notes for detail sizing. See sheet 2 of 2 for Section. EEVTION SETION OSS REPIR BEM END PPROV Scale: 1 =1 0 EXTERIOR/INTERIOR GIRDER/BEM END BERING STIFFENER PTING DETIS ONRETE DIPHRGM DETI NO. SRST(BSR) STRUTUR REPIRS PPROV EXTERIOR/INTERIOR GIRDER/BEM END BERING STIFFENER PTING DETIS ONRETE DIPHRGM DETI NO. SRST(BSR) STRUTUR REPIRS MINOR REHBIITTION VRIOUS BRIDGES UNDER PINT BERING STIFFENER RETRIT DETIS SE JUY 2017 NO ; c:\pwdata\ckincaid\d107051\srst(bsr) dgn PRINT Monday, July 24, 2017 T 02:1 PM