COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF TRANSPORTATION BUREAU OF PROJECT DELIVERY

Transcription

1 GENERL NOTES ESIGN T INE OF RWINGS SHEET NO. ESRIPTION GENERL NOTES N ESIGN RITERI MULTI-OLUMN ENT - ETILS. LL REINFOREMENT STEEL RS SHOWN MEET THE REQUIREMENTS OF STM, 70, OR 99.. MTERILS N WORKMNSHIP RE TO E IN ORNE WITH PULITION 08. UNIT WEIGHT OF KFILL MTERIL = 0 lb/ft. UNIT WEIGHT OF ONRETE = 0 lb/ft. EQUIVLENT FLUI ERTH PRESSURE = psf/ft OF EPTH MULTI-OLUMN ENT - OLUMN ETILS MULTI-OLUMN ENT - OLUMN SETIONS MULTI-OLUMN ENT - WLL PIER ETILS HMMERHE - ETILS. PIER IMENSIONS RE ETERMINE Y ESIGN.. PROVIE THE FOLLOWING ONRETE OVER FOR REINFOREMENT: " - ONRETE ST GINST N PERMNENTLY EPOSE TO ERTH " - ONRETE EPOSE TO ERTH " - ONRETE EPOSE TO WETHER " - TO ROSS TIES IN OLUMNS " - SIE OVER TO STIRRUPS IN PIER PS TO PROVIE ONSTRUTION TOLERNE N LONG TERM SERVIEILITY. USE LSS EMENT ONRETE IN PIERS, S N RILLE SHFTS. FOR S USE EPTH INREMENT OF " THIKNESS: '- FOR SPRE S '- FOR S ON PILES SOLI PIERS SHLL HVE THIKNESS OF '- N MY E WIENE T THE TOP TO OMMOTE THE RIGE SET WHEN REQUIRE. FOR ROUN, SQURE N RETNGULR OLUMNS USE '- OLUMN I./WITH. USE INREMENTS OF TO INRESE OLUMN WITHS/I HMMERHE - OLUMN ETILS N SETIONS SOLI SHFT - ETILS SINGLE OLUMN - ETILS SINGLE OLUMN - OLUMN ETILS N SETIONS SINGLE RILLE SHFT - ETILS SINGLE RILLE SHFT - SHFT/OLUMN ETILS N SETIONS TYPIL ETILS. USE LSS EMENT ONRETE ELOW OTTOM OF S, IF SPEIFIE. 7. EPOY OT MIN REINFOREMENT RS (J-RS) PROTRUING FROM PIER S INTO OLUMNS OR STEM N P STEEL ELOW OPEN JOINTS. SHRINKGE KEYS MUST NOT E USE IN PIER PS TO ELIMINTE PRTIL OR TOTL SHRINKGE STRESSES. FOR OLUMNS OR PIER ENTS LOTE IN THE SLOPE PORTION OF N EMNKMENT, INRESE THE ERTH PRESSURE GINST THE K OF THE N OLUMN 00% TO INLUE THE TYPIL P ETILS REHILITTION N JKING ETILS 8. FOR ITIONL EPOY OTE REINFOREMENT R REQUIREMENTS, SEE ESIGN MNUL, EFFET OF THE JENT EMNKMENT. PRT, ONRETE STRUTURES, SETION...P. PIERS LOTE IN THE EMNKMENT MUST E INVESTIGTE FOR STILITY NOT ONSIERING 9. KEY FOR ONSTRUTION JOINT MY E FORME INTO THE OLUMN OR INTO THE. SUPERSTRUTURE LOS. 0. SEE -7M FOR STNR SPLIE N EVELOPMENT LENGTHS. FOR STEEL RIGES WITH MULTIPLE FIE PIERS N ONTINUOUS EK ESIGN, PROVIE TEMPERTURE/ISPLEMENT TLE FOR PLEMENT T OTHER THN 70 F.. PROVIE ƒ" V-NOTH IN OLUMNS OF PIERS T FINISH GROUN LINE FOR PIERS NER WTER.. FOR S FOUNE ON EROK OF FT. SOIL OVER IS PREFERRE UT NOT REQUIRE. SOIL OVER MY E NY EPTH TO VOI UNNEESSRY EVTION. ONSTRUTILITY ONSIERTIONS. FOR HEKING RK ONTROL, THE SIE LERNE SHLL E ". " OVER IS INITE TO PROVIE ONSTRUTION TOLERNE N LONG TERM SERVIEILITY. TO LLOW PLEMENT OF THE PIER P REINFOREMENT GE: - PROVIE SPLIES IN OLUMN TIES WHIH ETEN INTO THE PIER P. - O NOT ETEN SPIRLS INTO THE PIER P. PROVIE SPLIE TIES.. PPLY N EPOY RESIN OTING TO ENTIRE PIER OLUMN/WLL THT RE WITHIN SPLSH ZONE ( FT. OF ROWY EGE), TO PROTET GINST SLT SPRY. FOR VERTIL OLUMN REINFOREMENT STILITY, ETEN VERTIL OLUMN STEEL (J-RS) TO OTTOM MT OF REINFOREMENT STEEL. OLUMN - FOR STEPPE OLUMN, PROVIE / '- MIMUM WITH VRINE. ONSIER USING OLUMN SEGMENT LENGTHS WITH '- INREMENTS FOR LL UT TOP OLUMN SEGMENT. SEE ELEVTION ON SHEET 9, FOR GRPHIL REPRESENTTION. - FOR ROUN OLUMNS, MIMUM OLUMN I. IS 8'-. -7M WLL ONSTR. & EP. JOINT ETILS -7M REINFOREMENT R FRITION ETILS -7M RIGE RINGE -7M -788M -M -M -M -M ERINGS TYPIL WTERPROOFING N EPNSION ETILS HIGH LO MULTI-ROTTIONL POT ERINGS REINFORE ONRETE UTMENTS REQUIREMENTS FOR TENONS, OWELS, SHER LOK, IPHRGMS, SKEW LIMITTIONS N KWLLS TYPIL FRMING PLNS N ETILS OMMONWELTH OF PENNSYLVNI EPRTMENT OF TRNSPORTTION UREU OF PROJET ELIVERY STNR REINFORE ONRETE PIERS -M -8M TYPIL LONGITUINL SETIONS SHER LOK ETILS T PIER - P/S ONRETE I-EM N O EM RIGES GENERL NOTES N ESIGN RITERI -M ONTINUITY FOR LIVE LO ETILS - I-EM RIGES -M ONTINUITY FOR LIVE LO ETILS - O EM RIGES REFERENE RWINGS NOV., 0 NOV., 0 HIEF RIGE ENGINEER TING IR, UR. OF PROJET ELIVERY SHEET OF -9M

2 L STIRRUP SPING STIRRUP " " M. OVER OLUMN OVER OLUMN STIRRUP SPING STIRRUP SPING STIRRUP SPING ROUN OR SQURE OLUMNS '- OVER OLUMNS MY E STEPPE OR TPERE FOR SHER LOK ETILS, SEE -8M TOP SPLIE (ETWEEN OLUMNS) '- TYPE INIVIUL OR ONTINUOUS SPRE OR PILE LEVEL (SEE TYP. P ETILS ON SHEET FOR SLOPE OR STEPPE P) 9 L GIRER (IF REQUIRE) TOP FLEURL REINF. 8 L 0.7 SEE ETIL ON SHEET ROUN OR SQURE OLUMNS OLUMNS MY E STEPPE OR TPERE " M. SP. OT. SPLIE OT. FLEURL REINF. 0 FOR OLUMN TIES ETENING INTO P SEE OLUMN ETILS ON SHEET '- OVER - ENOTES VLUE '- INIVIUL OR ONTINUOUS SPRE OR PILE P ELEVTION STIRRUPS TO E SPE T OF 9" LER TYPE TOP REINF. " LR. TOP & OT. TO FILITTE ONRETE PLEMENT, EEPT LOLIZE REGIONS (HIGH SHER STRESS ZONES) WHERE SMLLER SPING WILL NOT INTERFERE WITH VIRTION OR ONRETE PLEMENT. M. SPING IS ". L " LR. 8 PROVIE T LEST ONE SPE T OF 9" LER TO FILITTE ONRETE PLEMENT. FOR PS GRETER THN E. SIE # STIRRUPS '- WIE PROVIE TWO 9" LER SPES. PROVIE T LL OTHER SPES. REINF. SPING WILL NEE TO E JUSTE TO LER OWELS OR NHOR OLTS INLUING SLEEVES. ROUN OR SQURE OLUMNS OLUMNS MY E STEPPE OR TPERE PROVIE " OR IF EFFETIVE EPTH "de" EEES '-, PROVIE LONGITUINL SKIN REINFOREMENT PER SHTO.7... INEPENENT WLL PIER PORTION (TO LLOW GRETER LTERNTE SPLIE LOTIONS OF JENT RS. FLEIILITY IN SHORTER PIERS, WHERE THERML '- OVER OR SHRINKGE FORES EOME EESSIVE.) 0 TYPIL RNGE OF OLUMN SPING, S IS 'TO 0'. WHEN POSSILE, ENS OF PIER PS SHLL ETEN S/ TO '- ONTINUOUS SPRE OR PILE OT. REINF. " M. S/ TO LNE POSITIVE N NEGTIVE MOMENTS IN THE P. 7 FOR ONSTRUTILITY, PROVIE STIRRUP SPLIE OVER OLUMNS N NTILEVER PORTIONS OF P. 8 MULTI-LYERS TYPE SETION - (OULE STIRRUPS WITH TWO PLE REINFORING RS IRETLY ELOW REINFORING RS IN UPPER LYER(S) LER SPING MUST E " LYERS OF TOP REINFOREMENT) 9 IMENSION SE ON THE FOLLOWING PRMETERS: EM SIZE, L ERING SIZE, NHOR OLT LOTION/EGE ISTNES N SKEW. 0 OORINTE OTTOM FLEURL P REINFOREMENT WITH VERTIL OLUMN REINFOREMENT TO VOI INTERFERENE. OTTOM OF ELEVTION ETERMINE Y SOIL ONITIONS, ROUN OR SQURE OLUMNS OLUMNS MY E STEPPE OR TPERE TOP REINF. " LR. TOP & OT. FROST, SOUR, PVEMENT EPTH, ROWY RINGE OR NY OTHER REQUIREMENTS S ETERMINE Y THE ENGINEER. '- OVER '- WLL PIER PORTION ESIGN FLOO ELEVTION " LR. E. SIE 8 # STIRRUPS '- PIER TYPE GRE SEPRTION TYPE RIVER ONTINUOUS SPRE OR PILE PROVIE V-NOTH T GROUN LINE (PIERS NER WTER) MULTI-OLUMN ENT ONFIGURTIONS RILRO WITHIN FT. OF L TRK 7 0 OT. REINF. " M. SETION - (OULE U-SHPE STIRRUPS WITH TWO LYERS OF TOP REINFOREMENT) OMMONWELTH OF PENNSYLVNI EPRTMENT OF TRNSPORTTION UREU OF PROJET ELIVERY STNR REINFORE ONRETE PIERS MULTI-OLUMN ENT ETILS NOV., 0 NOV., 0 SHEET OF HIEF RIGE ENGINEER TING IR, UR. OF PROJET ELIVERY -9M

3 P P P M. SPING M. SPING " M. SP. TIE SP. M. TIE SP. M. Ld (0 R IMETERS ) TIE SP. " M. M. " M. SP. M. SPING SPING. Ld (0 R TIE SP. IMETERS " M. ) NOTE: FOR SETIONS -, -, - & -, SEE SHEET NO.. TIE SP. " M. SPIRL WITH # SPIRL WITH SPIRL WITH TIGHT PITH TIGHT PITH " M. PITH. Ld TIE SP. (0 R " M. IMETERS ) M. SPING M. SPING ROUN, SQURE OR RETNGULR OLUMN (RESPONSE ELERTION OEFFIIENT, S, LESS THN 0.0 ) ROUN, SQURE OR RETNGULR OLUMN (SITE LSS E, F OR RESPONSE ELERTION OEFFIIENT, S, GRETER THN OR EQUL TO 0.0 ) ROUN OLUMN (LTERNTE) (SITE LSS E, F OR RESPONSE ELERTION OEFFIIENT, S, GRETER THN OR EQUL TO 0.0 ) SPLIE OLUMN OORINTE VERTIL OLUMN REINFOREMENT WITH OTTOM FLEURL P REINFOREMENT TO VOI INTERFERENE. SPLIE RITERI: (SEE PERMITTE SPLIE LOTION ETILS) REINFOREMENT 0'- OLUMN '- (IN SPLSH ZONE) EGE OF ROWY THE SPLIE LENGTH MUST NOT E LESS THN LSS SPLIE PER -7M. STGGER LSS SPLIES SUH THT NO MORE THN 0% OF THE REINFORING RS RE SPLIE T ONE LOTION. USE MIMUM TIE SPING LONG THE LENGTH OF THE SPLIE. IF THE OVE SPLIE RITERI NNOT E MET, FULL-MEHNIL ONNETION SPLIES N E USE PROVIE NOT MORE THN LTERNTE REINFORING RS IN EH LYER RE SPLIE T OLUMN SPLIE '- (NOT IN SPLSH ZONE) GROUN LINE EGE OF ROWY SPLIE '- GROUN LINE OMMONWELTH OF PENNSYLVNI EPRTMENT OF TRNSPORTTION UREU OF PROJET ELIVERY SETION, N THE ISTNE ETWEEN SPLIES OF JENT REINFORING RS IS GRETER THN " MESURE LONG THE LONGITUINL IS OF THE OLUMN. STNR FOR UNLE #0 RS OR LRGER, VERTIL TIE SPING OR PITH OF SPIRL MUST NOT EEE. REINFORE ONRETE PIERS OLUMN ONNETION GRETER OF: M. OL. IMENSION OR " MULTI-OLUMN ENT PLSTI HINGE ZONE GRETER OF: M. OLUMN IMENSION, / LR. HEIGHT OF OLUMN OR 8" PERMITTE SPLIE LOTION PERMITTE SPLIE LOTION OLUMN ETILS SPIRL REINFOREMENT " MIMUM PITH, UT NOT LESS THN THE SIZE N SPING SHOWN ON THE RWINGS, MY E SUSTITUTE T NO ITIONL OST TO THE EPRTMENT. IN NON-SPLSH ZONE IN SPLSH ZONE NOV., 0 NOV., 0 SHEET OF HIEF RIGE ENGINEER TING IR, UR. OF PROJET ELIVERY -9M

4 '- '- '- '- HOOK # EH ORNER (OLUMN ONLY) STGGER SPLIE '- # '- " LR. # # STGGER SPLIE # # '- '- " LR. " LR. " LR. # 8" M. ETWEEN RESTRINE VERTIL RS # # SPE " (OLUMN ONLY) 8" M. ENTER TO ENTER # SPIRL ROUN OLUMN SQURE OLUMN SQURE OLUMN SETION - (PLSTI HINGE ZONE) (ESIGNE S ROUN) SETION - '-" M. TIE SPING '-" M. TIE SPING SPIRL LENGTH = ( )+P (H/P)+()( ) (OES NOT INLUE ITIONL LENGTH FOR HOOKE ENS) = IMETER H = HEIGHT OF SPIRL PIEE TGGER SPL S IE '- # # # STGGER SPLIE '- # P = PITH (ISTNE ETWEEN TURNS) = TURNS TOP & OTTOM SPIRL SPLIES: THE TOTL SPIRL LENGTH N E IVIE INTO SEPRTE PIEES. EH PIEE MUST E PROVIE WITH ETR TURNS N EGREE HOOK T EH EN. EH HOOK MUST ENGGE VERTIL REINFORING R. THE MIMUM ISTNE ETWEEN THE SPIRL PIEES IS LIMITE TO THE PITH OF THE # # # # SPIRL. PITH ETR TURNS ROUN OLUMN SQURE OLUMN SQURE OLUMN SQURE OLUMN SPING = PITH MIMUM M. LER SPING WHEN LTERNTE RS SETION - (LTERNTE TIE RRNGEMENT) (ESIGNE S ROUN) # SPIRL OR PPROVE MEHNIL ONNETORS. RE TIE SPIRL NHORGE: # '-" M. TIE SPING '-" M. TIE SPING # ETR TURNS EH ORNER STGGER SPLIE '- # # STGGER SPLIE '- (OLUMN ONLY) # # (OLUMN ONLY) M. LER SPING WHEN # 8" M. ENTER TO ENTER # LTERNTE RS RE TIE # # ROUN OLUMN SQURE OLUMN SQURE OLUMN (LTERNTE TIE SQURE OLUMN (ESIGNE S ROUN) OMMONWELTH OF PENNSYLVNI EPRTMENT OF TRNSPORTTION UREU OF PROJET ELIVERY RRNGEMENT) OORINTE VERTIL OLUMN REINFOREMENT WITH OTTOM FLEURL P REINFOREMENT TO VOI INTERFERENE. FOR LOTION OF SETIONS -, -, - & -, SEE OLUMN ETILS SHEET NO.. ONTRTOR MY SUSTITUTE SPLIE TIES T NO ITIONL OST TO THE EPRTMENT. SETION - (PLSTI HINGE ZONE) STNR REINFORE ONRETE PIERS MULTI-OLUMN ENT OLUMN SETIONS LL HOOKS ON TIES MUST ENGGE VERTIL OLUMN REINFORING STEEL. LTERNTE 90 & HOOKS ON ROSS TIES OTH VERTILLY N HORIZONTLLY. NOV., 0 NOV., 0 SHEET OF WHERE NON-ONTINUOUS TIES RE USE, THEY SHLL E LP SPLIE WITH LSS SPLIE N HVE 80 EGREE HOOK WITH N ETENSION OF SI R IMETERS. HIEF RIGE ENGINEER TING IR, UR. OF PROJET ELIVERY -9M

5 L OLUMN FOR REINFOREMENT NOT SHOWN, SEE SHEET " M. SP. L OLUMN FOR REINFOREMENT NOT SHOWN, SEE SHEET SQURE OLUMN L OLUMN FOR REINFOREMENT NOT SHOWN, SEE SHEET ROUN OLUMN TIE SP. M. " M. SP. TOP OF WLL PIER TIE SP. " M. M. SPING TIE SP. M. TOP OF WLL PIER TOP OF WLL PIER # TIE SP. M. " M. SP. OLUMN REINFOREMENT (FULLY EVELOPE IN WLL OR ) WLL REINFOREMENT M. SPING OLUMN REINFOREMENT (FULLY EVELOPE IN WLL OR ) WLL REINFOREMENT TIE SP. " M. M. " M. SP. SPING E OLUMN WITH E INEPENNT WLL PIER M. SPING (SEISMI ETILING REQUIRE FOR OLUMN SETION ONLY) OLUMN WITH INTEGRL WLL PIER OLUMN WITH INTEGRL WLL PIER L PIER & L OLUMN L OLUMN FOR OLUMN REINFOREMENT SEE SHEET (RESPONSE ELERTION OEFFIIENT, S, LESS THN 0.0 ) (SITE LSS E, F OR RESPONSE ELERTION OEFFIIENT, S, GRETER THN OR EQUL TO 0.0 ) ULK - SIES & TOP " LR. # " LR. 8" M. ETWEEN RESTRINE VERTIL RS OLUMN OVE OLUMN REINFOREMENT (FULLY EVELOPE IN WLL OR ) '-" M. TIE SPING (OLUMN SETION ONLY) OLUMN OVE OLUMN REINFOREMENT (FULLY EVELOPE IN WLL OR ) '- " LOSE ELL NEOPRENE SPONGE FRONT FE OF WLL PIER TO E FLUSH WITH FE OF OLUMN (PROTETE SIE OF OLUMN) "Y" '- # L PIER L PIER # SQURE OLUMN SETION E-E ROUN OLUMN " LR. # L OLUMN WLL REINFOREMENT # # L OLUMN WLL REINFOREMENT # SETION - SETION - IS SIMILR TO SETION - ON SOLI SHFT ETILS, SHEET 8. SETION - IS SIMILR TO SETION - ON SOLI SHFT ETILS, SHEET 8. FOR UNLE #0 RS OR LRGER, VERTIL TIE SPING MUST NOT EEE. OLUMN ONNETION GRETER OF: M. OL. IMENSION ( M. "Y" IMENSION FOR WLL SETION) OR " PLSTI HINGE ZONE GRETER OF: M. OLUMN IMENSION (M. "Y" IMENSION FOR WLL SETION), / LR. HEIGHT OF OLUMN OR 8" LL HOOKS ON TIES MUST ENGGE VERTIL OLUMN REINFORING STEEL. LTERNTE 90 & HOOKS ON ROSS TIES OTH HORIZONTLLY N VERTILLY. SETION - OMMONWELTH OF PENNSYLVNI EPRTMENT OF TRNSPORTTION HIEF RIGE ENGINEER UREU OF PROJET ELIVERY STNR REINFORE ONRETE PIERS MULTI-OLUMN ENT WLL PIER ETILS NOV., 0 NOV., 0 TING IR, UR. OF PROJET ELIVERY SHEET OF -9M

6 L 0. STIRRUP SPING ETEN ESIGN NTILEVER SHER REINFOREMENT '- OVER OLUMN STIRRUP " M. ETEN ESIGN NTILEVER SHER REINFOREMENT '- OVER OLUMN STIRRUP SPING FOR SHER LOK TOP FLEURL ETILS, SEE -8M REINF. LEVEL (SEE TYP. P. L. L. L ETILS ON SHEET FOR SLOPE OR STEPPE P) '- OVER '- 8 SPRE OR PILE TYPE PROVIE V-NOTH T GROUN LINE (PIERS NER WTER) FOR OLUMN TIES ETENING INTO P L SEE ETIL ON SHEET SEE OLUMN ETILS & SETIONS " " M. SP. " '- SPLIE UNOTE RS OT. REINF. 7 M. SP. '- SPLIE UNOTE RS '- SPLIE EPOY OTE RS '- SPLIE EPOY OTE RS - ENOTES VLUE. L. L. L. L. L P ELEVTION '- OVER SYMM. OUT L UNLE RS (HORIZ.) UNLE RS (VERT.) STIRRUPS TO E SPE T OF 9" LER TO FILITTE ONRETE PLEMENT, EEPT LOLIZE '- 8 TYPE ONTINUOUS SPRE OR PILE " LR. TOP FLEURL REINF. REGIONS (HIGH SHER STRESS ZONES) WHERE SMLLER SPING WILL NOT INTERFERE WITH VIRTION OR ONRETE PLEMENT. M. SPING IS ". PROVIE T LEST ONE SPE T OF 9" LER TO FILITTE ONRETE PLEMENT. FOR PS GRETER THN '- WIE PROVIE TWO 9" LER SPES. PROVIE T LL OTHER SPES. REINFOREMENT L # STIRRUPS SPING WILL NEE TO E JUSTE TO LER OWELS OR NHOR OLTS INLUING SLEEVES. PROVIE " OR IF EFFETIVE EPTH " LR. " LR. "de" EEES '-, PROVIE LONGITUINL SKIN REINFOREMENT PER SHTO.7... FLUSH EP. JT. - FOR EKS WITH LONGITUINL EPNSION JOINT. MULTI-LYERS PLE REINFORING RS IRETLY ELOW REINFORING RS IN UPPER LYER(S) LER SPING MUST E " ETEN LL TOP FLEURL REINFOREMENT THE ENTIRE LENGTH '- OF P. WLL PIER PORTION ESIGN FLOO 7 OORINTE OTTOM P REINFOREMENT WITH VERTIL OLUMN REINFOREMENT TO VOI INTERFERENE. ELEVTION 8 OTTOM OF ELEVTION ETERMINE Y SOIL ONITIONS, FROST, SOUR, PVEMENT EPTH, ROWY RINGE OR NY OTHER REQUIREMENTS S ETERMINE Y THE ENGINEER. '- OVER '- 8 TYPE ONTINUOUS SPRE OR PILE PROVIE V-NOTH T GROUN LINE (PIERS NER WTER) " M. " M. SP. " LR. OT. REINF. OMMONWELTH OF PENNSYLVNI EPRTMENT OF TRNSPORTTION UREU OF PROJET ELIVERY SETION - STNR HMMERHE PIER ONFIGURTIONS PIER TYPE GRE SEPRTION RIVER RILRO WITHIN FT. OF L TRK REINFORE ONRETE PIERS HMMERHE ETILS NOV., 0 NOV., 0 SHEET OF HIEF RIGE ENGINEER TING IR, UR. OF PROJET ELIVERY -9M

7 P P TIES REQUIRE WHEN ISTNE 7 8" M. ETWEEN ETWEEN LONGITUINLLY RESTRINE VERTIL SUPPORTE RS EEE 8" 7 RS " LR. # TIE SP. M. Ld (0 R IMETERS ) TIE SP. M. Ld (0 R IMETERS ) "Y" SETION - "Y" # # '- # # " M. SP. " M. SPING 8" LP M. LER SPING WHEN LTERNTE RS RE TIE # " M. TIE SPING TIE SP. M. M. SPING TIE SP. " M. " LR. # 8" LP # M. SPING SETION - (PLSTI HINGE ZONE) ELEVTION ELEVTION (RESPONSE ELERTION (SITE LSS E, F OR RESPONSE OEFFIIENT, S, ELERTION OEFFIIENT, S, # LESS THN 0.0 ) GRETER THN OR EQUL TO 0.0 ) 8" LP # 8" LP OORINTE VERTIL OLUMN REINFOREMENT WITH OTTOM P REINFOREMENT TO VOI INTERFERENE. FOR SPLIE RITERI, SEE SHEET, NOTE. FOR UNLE #0 RS OR LRGER, VERTIL TIE SPING MUST NOT EEE. OLUMN ONNETION GRETER OF: M. "Y" IMENSION OR " PLSTI HINGE ZONE GRETER OF: M. "Y" IMENSION, / LR. HEIGHT OF OLUMN OR 8" LL HOOKS ON TIES MUST ENGGE VERTIL OLUMN REINFORING STEEL. LTERNTE 90 & HOOKS ON ROSS TIES OTH VERTILLY N HORIZONTLLY. # # 7 WHERE NON-ONTINUOUS TIES RE USE, THEY SHLL E LP SPLIE WITH LSS SPLIE N HVE 80 EGREE HOOK WITH N ETENSION OF SI R IMETERS. ROWY, STREMS OR RIVERS STREMS OR RIVERS OMMONWELTH OF PENNSYLVNI EPRTMENT OF TRNSPORTTION UREU OF PROJET ELIVERY OPTIONL EN TRETMENTS STNR REINFORE ONRETE PIERS HMMERHE OLUMN ETILS N SETIONS NOV., 0 NOV., 0 SHEET 7 OF HIEF RIGE ENGINEER TING IR, UR. OF PROJET ELIVERY -9M

8 TIE SP. M. P W/P W/O P TIE SP. M. P W/P W/O P L PIER " LR. " LR. '- PLIN " LR. '- EPOY STIRRUPS SPLIE " M. SP. " M. SPING TIES REQUIRE WHEN ISTNE ETWEEN LONGITUINLLY SUPPORTE RS EEE 8" " M. SETION - " LR. KEYE ONSTR. JT. 8" M. ETWEEN RESTRINE VERTIL RS TIE SP. M. M. SPING TIE SP. " M. "Y" '- '-" M. SP. " LR. # # # # M. SPING 8" LP SETION - '-" ELEVTION (RESPONSE ELERTION ELEVTION (SITE LSS E, F OR RESPONSE M. TIE SPING OEFFIIENT, S, LESS THN 0.0 ) # # 8" LP 8" LP ELERTION OEFFIIENT, S, GRETER THN OR EQUL TO 0.0 ) FOR SPLIE RITERI, SEE SHEET, NOTE. FOR UNLE #0 RS OR LRGER, VERTIL TIE SPING MUST NOT EEE. "Y" '-" M. SP. " LR. # # OLUMN ONNETION GRETER OF: M. "Y" IMENSION OR " # PLSTI HINGE ZONE GRETER OF: M. "Y" IMENSION, / LR. HEIGHT OF OLUMN OR 8" LL HOOKS ON TIES MUST ENGGE VERTIL OLUMN REINFORING STEEL. LTERNTE 90 & HOOKS ON ROSS TIES OTH VERTILLY N HORIZONTLLY. WHERE NON-ONTINUOUS TIES RE USE, THEY SHLL E LP SPLIE WITH LSS SPLIE N HVE 80 EGREE HOOK WITH N ETENSION OF SI R IMETERS. 8" LP M. LER SPING WHEN # LTERNTE RS RE TIE SETION - (PLSTI HINGE ZONE) # ROWY, STREMS OR RIVERS # STREMS OR RIVERS OMMONWELTH OF PENNSYLVNI EPRTMENT OF TRNSPORTTION UREU OF PROJET ELIVERY OPTIONL EN TRETMENTS STNR REINFORE ONRETE PIERS SOLI SHFT ONFIGURTION GRE SEPRTION RIVER RILRO WITHIN FT. OF L TRK SOLI SHFT (WLL) ETILS NOV., 0 NOV., 0 SHEET 8 OF HIEF RIGE ENGINEER TING IR, UR. OF PROJET ELIVERY -9M

9 L 0. STIRRUP SPING STIRRUP " M. STIRRUP SPING FOR SHER LOK ETILS, SEE -8M TOP FLEURL REINF. LEVEL (SEE TYP. P ROUN OR SQURE OLUMN ETILS ON SHEET FOR SLOPE OR STEPPE P) " '- M. H '- OVER SEE ETIL ON SHEET " M. SP. " M. SP. '- 7 SPRE OR PILE " FOR OLUMN TIES ELEVTION PROVIE V-NOTH T GROUN LINE (PIERS NER WTER) OLUMN RS N TIES ETENING INTO P SEE OLUMN ETILS N SETIONS ONSIER USING '- INREMENTS. '- SPLIE UNOTE RS '- SPLIE EPOY OTE RS SINGLE OLUMN ONFIGURTION GRE SEPRTION RIVER RILRO WITHIN FT. OF L TRK UNLE RS (HORIZ.) SYMM. OUT L UNLE RS (VERT.) " LR. TOP REINF. P ELEVTION - ENOTES VLUE STIRRUPS TO E SPE T OF 9" LER TO FILITTE ONRETE PLEMENT, EEPT LOLIZE REGIONS (HIGH SHER STRESS ZONES) WHERE SMLLER SPING WILL NOT INTERFERE WITH VIRTION OR ONRETE PLEMENT. M. SPING IS ". # STIRRUPS " LR. " LR. PROVIE T LEST ONE SPE T OF 9" LER TO FILITTE ONRETE PLEMENT. FOR PS GRETER THN '- WIE PROVIE TWO 9" LER SPES. PROVIE T LL OTHER SPES. REINF. SPING WILL NEE TO E JUSTE TO LER OWELS OR NHOR OLTS INLUING SLEEVES. PROVIE " OR IF EFFETIVE EPTH "de" EEES '- PROVIE LONGITUINL SKIN REINFOREMENT PER SHTO.7... GUIELINES FOR OLUMN STEPS: H < 0 FT. : NO STEP H > 0 FT. N H < 0 FT. : STEP H > 0 FT. : OR MORE STEPS STEP ONSIERTIONS: MTERIL SVING VS. ONSTRUTION OST REUE OLUMN STIFFNESS TO MINIMIZE THERML N/OR SEISMI FORES LOTION ETERMINE Y NLYSIS MULTI-LYERS PLE REINFORING RS IRETLY ELOW REINFORING RS IN UPPER LYER(S) LER SPING MUST E ". OORINTE OTTOM FLEURL P REINFOREMENT WITH VERTIL OLUMN REINFOREMENT TO VOI INTERFERENE. " M. " LR. 7 OTTOM OF ELEVTION ETERMINE Y SOIL ONITIONS, FROST, SOUR, ROWY PVEMENT EPTH, ROWY RINGE OR NY OTHER REQUIREMENTS S ETERMINE Y THE ENGINEER. " KEYE ONSTRUTION JOINT M. SP. SETION - OMMONWELTH OF PENNSYLVNI EPRTMENT OF TRNSPORTTION UREU OF PROJET ELIVERY STNR REINFORE ONRETE PIERS SINGLE OLUMN ETILS NOV., 0 NOV., 0 SHEET 9 OF HIEF RIGE ENGINEER TING IR, UR. OF PROJET ELIVERY -9M

10 HOOK P P STGGER SPLIE '- # " LR. # " M. SP. TIE SP. M. " '- M. # R TO (IF GRETER THN INNER RING OF REINFOREMENT MUST E TIE) " '- M. # R TO (IF GRETER THN INNER RING OF REINFOREMENT MUST E TIE) STGGER SPLIE '- SETION - SETION - OPTIONL ONSTRUTION JOINT OPTIONL ONSTRUTION JOINT TIE SP. M. LSS SPLIE Ld (0 R IMETERS " M. SPING TIE SP. TIE SP. M. M. LSS SPLIE Ld (0 R IMETERS " LR. (PLSTI HINGE ZONE) - ENOTES VLUE # OORINTE VERTIL OLUMN REINFOREMENT WITH OTTOM P REINFOREMENT TO VOI INTERFERENE. FOR SPLIE RITERI, SEE SHEET, NOTE. FOR UNLE #0 REINFORING RS OR LRGER, VERTIL TIE SPING MUST NOT EEE. OLUMN ONNETION GRETER OF: M. OL. IMENSION OR " PLSTI HINGE ZONE GRETER OF: M. OL. IMENSION, / LR. HEIGHT OF OLUMN OR 8" # 8" M. ENTER TO ENTER TIE SP. M. M. SPING TIE SP. " M. M. SPING OLUMN (RESPONSE ELERTION OEFFIIENT, S, LESS THN 0.0 ) OLUMN (SITE LSS E, F OR RESPONSE ELERTION OEFFIIENT, S, GRETER THN OR EQUL TO 0.0 ) OMMONWELTH OF PENNSYLVNI EPRTMENT OF TRNSPORTTION UREU OF PROJET ELIVERY STNR REINFORE ONRETE PIERS SINGLE OLUMN OLUMN ETILS N SETIONS NOV., 0 NOV., 0 SHEET 0 OF HIEF RIGE ENGINEER TING IR, UR. OF PROJET ELIVERY -9M

11 PIER P PIER P PIER P P P GRE EM GRE EM OLUMNS OLUMNS OLUMN GROUN/ GROUN/ GROUN/ MU LINE MU LINE MU LINE RILLE SHFTS RILLE SHFTS RILLE SHFTS OLUMN OLUMN MULTI-RILLE SHFT ONFIGURTIONS (ETILS NOT SHOWN) KEYE ONSTR. JT. KEYE ONSTR. JT. GROUN/ MU LINE GROUN/ MU LINE '- '- RILLE SHFTS NOT FORME OR SOKETE INTO ROK RE GENERLLY NOT PERMITTE Y THE EPT., N IF USE, MUST E PPROVE Y THE HIEF RIGE ENGINEER. USE OF ELLE TIP REQUIRES THE PRIOR PPROVL OF THE HIEF RIGE ENGINEER. RILLE SHFT INRESE IN INREMENTS OF RILLE SHFT INRESE IN INREMENTS OF " RILLE TOP OF TOP OF SHFT EROK EROK IMETER OF ROK SOKET EPTH OF ROK SOKET 0 (M.) x IMETER OF RILLE SHFT OMMONWELTH OF PENNSYLVNI EPRTMENT OF TRNSPORTTION UREU OF PROJET ELIVERY RILLE SHFT RILLE SHFT (WITH ROK SOKET) (M.) ELLE TIP STNR REINFORE ONRETE PIERS SINGLE RILLE SHFT ETILS NOV., 0 NOV., 0 SHEET OF HIEF RIGE ENGINEER TING IR, UR. OF PROJET ELIVERY -9M

12 HOOK OLUMN OVE " LR. P P TIE SP. M. Ld (0 R IMETERS ) TIE SP. M. Ld (0 R IMETERS ) STGGER SPLIE ' " LR. SETION - # # # # SETION - SPLIE STGGER " '- " M. SP. " M. SP. " M. SP. TIE SP. M. OPTIONL ONSTRUTION JOINT GROUN/MU LINE LSS SPLIE LSS SPLIE STEEL SING S REQUIRE THEORETIL POINT OF MOMENT FIITY PPROIMTE TOP OF EROK M. SPING " M. SP. " M. SP. M. SPING " M. SPING M. SP. TIE SP. " M. OPTIONL ONSTRUTION JOINT GROUN/MU LINE LSS SPLIE STEEL SING S REQUIRE LSS SPLIE '- STGGER SPLIE THEORETIL POINT OF MOMENT FIITY PPROIMTE TOP OF EROK " LR. # # SETION - (SETION - SIMILR ) OORINTE VERTIL OLUMN REINFOREMENT WITH OTTOM P REINFOREMENT. FOR SPLIE RITERI, SEE SHEET, NOTE. FOR UNLE #0 REINFORING RS OR LRGER, VERTIL TIE SPING MUST NOT EEE. PLSTI HINGE ZONE GROUN/MU LINE ELEVTION - THEORETIL POINT OF MOMENT FIITY ELEVTION + THE GRETER OF MIMUM OLUMN IMENSION OR '-. PLSTI HINGE ZONE MIMUM OLUMN IMENSION RILLE SHFT RILLE SHFT OMMONWELTH OF PENNSYLVNI EPRTMENT OF TRNSPORTTION UREU OF PROJET ELIVERY (RESPONSE ELERTION OEFFIIENT, S, LESS THN 0.0 ) (SITE LSS E, F OR RESPONSE ELERTION OEFFIIENT, S, GRETER THN OR EQUL TO 0.0 ) STNR REINFORE ONRETE PIERS SINGLE RILLE SHFT SHFT/OLUMN ETILS N SETIONS NOV., 0 NOV., 0 SHEET OF HIEF RIGE ENGINEER TING IR, UR. OF PROJET ELIVERY -9M

13 " LR. " LR. " LR. '- EMEMENT '- '- '- '- M. STEEL OR ONRETE PILES " LR. " " SINGLE OLUMN SPRE '- " LR. STEEL OR ONRETE PILES " LR. 0. ; ROUN UP TO NET " INREMENT ROUN UP TO NET " INREMENT NOTE: OTHER ETILS SIMILR TO SPRE " " '- '- '- '- '- M. (OTH IRETIONS) '- SPRE PILE SINGLE OLUMN PILE STEP ETILS " LR. TIE TOP N OTTOM MTS OF REINFORING STEEL WITH # TIE RS T MIMUM SPING OF '- IN OTH IRETIONS. PROVIE TIE RS WITH 90 HOOK T ONE EN N HOOK T THE OTHER EN. LTERNTE 90 N HOOK T TOP IN LTERNTING TIES. '- FOR PILE NHORGE ETILS, SEE -M. FOR REINFOREMENT HOOK REQUIREMENTS ON PILE SUPPORTE S, SEE M-, SETION... " " LR. SLOPE OF STEP SHOWN IS FOR S ON ROK OR PILES. USE : SLOPE FOR S ON SOIL. " MULTI-OLUMN ENT HMMERHE & WLL ONTINUOUS SPRE " LR. '- '- " LR. STEEL OR ONRETE OMMONWELTH OF PENNSYLVNI EPRTMENT OF TRNSPORTTION UREU OF PROJET ELIVERY " PILES " STNR '- '- '- M. (OTH IRETIONS) '- '- M. (OTH IRETIONS) '- REINFORE ONRETE PIERS TYPIL MULTI-OLUMN ENT HMMERHE & WLL ETILS ONTINUOUS PILE NOV., 0 NOV., 0 SHEET OF HIEF RIGE ENGINEER TING IR, UR. OF PROJET ELIVERY -9M

14 U-SHPE " M. SP. L SEE ONRETE PEESTL ETILS (THIS SHEET) 0. '- " L EM NHOR OLT FOR ETILS SEE -7M OR -M L EM (VERT. LEGS NOT SHOWN) STEPS OVER " MUST E REINFORE TOP ESIGN EN OF REINF. OPTIONL OT. OF P L RGS. PIER P * L-SHPE " LEVEL EN OF PIER P M. SP. NOTE: REINFOREMENT SHOWN IS TYPIL FOR EH STEP. SPE TO LER OWELS OR NHOR OLTS. ELEVTION SLOPE P WITH PEESTLS '- U-SHPE " M. SP. PLE TO LER NHOR OLTS NEOPRENE ERING P WITHOUT NHOR OLTS '- * ELEVTION TOP ESIGN REINF. L-SHPE " M. SP. * REINFORING RS MY E ONSIERE FOR SERVIEILITY REQUIREMENTS. L SEE STEPPE P ETILS (THIS SHEET) - ENOTES VLUE 0. PLN - NHOR OLTS OR NEOPRENE P PEESTLS OVER " MUST E REINFORE PLN - NHOR OLTS U-SHPE " M. SP. PLE TO LER NHOR OLTS " LR. U-SHPE " M. SP. STIRRUPS TOP OF PIER P. MKE LEVEL UNLESS OPTIONL OT. OF P PEESTL HEIGHT EEES 8". THN, SLNT THE TOP FROM ONE EN TO THE OTHER. SETION - LEVEL STEPPE P ETILS # TIE WHEN PEESTL HEIGHT EEES 8". PLE T PESETL HEIGHT OR 9" SP. 0db SHER LOK, IF REQUIRE L PIER P ELEVTION STEPPE P SETION - PROVIE " I. PV PIPE T LOW EN OF EH Y FOR RINGE SLOPE TOP OF P ETWEEN PEESTLS FOR RINGE FROM EK JOINTS. ONRETE PEESTL ETILS " LR. L SINGLE L UNLE ESIGN db RS ESIGN R. (S + ESIGN R IVIE Y ) S LERNE ETWEEN RS: 9" FOR T LEST SPE. FOR PS GRETER THN TOP ROW ESIGN REINF. (90 HOOK) N ROW ESIGN REINF. IF REQ'. (80 HOOK) '- PROVIE TWO 9" SP. S REQUIRE SPES. PREFERLE FOR OTHER SPES. PROVIE LERNE IRLE ONENTRI WITH, & " LRGER THN THE NHOR OLT, IF REQUIRE. L NHOR OLT U-SHPE RS " " RHITETURL TRETMENT " LR. " LR. TYP. FOR TOP N OTTOM OF PIER P L PIER P RHITETURL TRETMENT STIRRUP db RIUS L SEON ROW OF ESIGN RS, IF NEEE. SEON ROW N MINIMIZE P WITH. " LR. ELEVTION - SINGLE N HORIZONTLLY UNLE RS N TOP OF P T EK JOINT TOP ROW ESIGN REINF. N ROW ESIGN REINF. R UNLES (-90 R UNLES (-90 & -80 HOOK) & -80 HOOK) " LR. STIRRUP db IMENSION "S" ("+db+rius) # # # #7 #8 U-SHPE RS " SP. S REQUIRE OMMONWELTH OF PENNSYLVNI EPRTMENT OF TRNSPORTTION UREU OF PROJET ELIVERY " " " 7" " STNR " M. OORINTE VERTIL OLUMN REINFOREMENT WITH OTTOM P REINFOREMENT TO VOI INTERFERENE. " LR. REINFORE ONRETE PIERS TYPIL P ELEVTION - VERTILLY UNLE RS ETILS L OLUMN PIER P SETION ETIL NOV., 0 NOV., 0 SHEET OF NOTE: STIRRUPS N SIE REINF. NOT SHOWN. HIEF RIGE ENGINEER TING IR, UR. OF PROJET ELIVERY -9M

15 " LR. EISTING ONRETE OLUMN L OLUMN RILL HOLE INTO EIST. OLUMN, FILL WITH N PPROVE EPOY HESIVE STEEL SHELL EISTING ONRETE OLUMN SHOTRETE OVER EISTING ONRETE OLUMN " NEW REINFORE ONRETE L PIER & L OL. THREE REINFORING R # HIP ONRETE FOR TURNUKLE TURNUKLE ETIL # EPOY '- EMEMENT EPTH OLTE ONNETIONS ONING OMPOUN " FILL SPE ETWEEN SHELL N OLUMN # HOOPS TENSIONE WITH SPEIL OWELS WITH GROUT TURNUKLE # SPLIE LTERNTE SPING " OWEL SP. ROSS SETION ROSS SETION ROSS SETION L PIER " EISTING P OLTE ONNETIONS # " M. SPING '- " LR. TOP OF EISTING OLUMN RILL HOLE INTO EIST. OLUMN, FILL WITH N PPROVE EPOY HESIVE # LSS EMENT ONRETE ƒ " I. 8" SPEIL TURNUKLE SEE ETIL SHOTRETE OVER SPING TO MEET TEMPERTURE REINFOREMENT REQUIREMENT OR REQUIRE Y ESIGN, WHIHEVER IS GRETER. REHILITTION WHERE NEW ONRETE ONTTS EISTING ONRETE, SNLST N THOROUGHLY LEN EISTING ONRETE SURFE TO PRTILLY EPOSE GGREGTE " N PPLY EPOY ONING OMPOUN. EIST. OL. EIST. OL. EIST. OL. THE ONTRTOR IS RESPONSILE FOR LOTING THE EISTING RS ELEVTION ELEVTION ELEVTION PRIOR TO RILLING OWEL HOLES. JUST SPING S REQUIRE. ONTRTOR IS RESPONSILE FOR FINL REINFOREMENT R LENGTHS. TYPE TYPE TYPE OLUMN REHILITTION ETILS OWEL R TO ENGGE NEW VERTIL OLUMN REINFOREMENT. RILL HOLES OF PROPER IMETER N EPTH IN ORNE WITH MNUFTURER'S SPEIFITIONS. TOP ESIGN REINF. 9" TOP ESIGN REINF. L " I. PV PIPE (NUMER N L EM/GIRER JKING JKING LO TO ONSIST OF SUPERSTRUTURE E LO ONLY TOP OF PIER P TOP OF PIER P LOTION S REQUIRE TO TTH JK SUPPORT RKETS TO FE OF P) 9" PEESTL IF REQUIRE TOP OF PIER P SPE " PV PIPE TO LER NHOR OLTS N PIER P REINFOREMENT. LEVEL UNER EH EM/GIRER JKING SHELF HEIGHT S REQUIRE S REQUIRE STIRRUPS STIRRUPS '- FE OF PIER P " I. PV PIPE OMMONWELTH OF PENNSYLVNI EPRTMENT OF TRNSPORTTION UREU OF PROJET ELIVERY P SETION WITH JKING SHELF SREW IN P P SETION WITH PREFORME HOLES NOTE: TYPIL T EH EM/GIRER. REINFORMENT NOT SHOWN. SETION - STNR REINFORE ONRETE PIERS REHILITTION N JKING ETILS FUTURE SUPERSTRUTURE JKING ETILS NOV., 0 NOV., 0 SHEET OF HIEF RIGE ENGINEER TING IR, UR. OF PROJET ELIVERY -9M