T #H--00 Step External 2// OS-2 (-0) TRNSMITT ETTER PUITION: Publication 2M September Edition DTE: February, SUJET: Proposed Revisions to Standards for ridge onstruction September Edition (T #H--00, Step External) INFORMTION ND SPEI INSTRUTIONS: Incorporate the attached revisions into the September Edition of Publication 2M. The revisions pertain primarily to: dding a new Standard Drawing for Type 3 Strong Post uide Rail (R-M) ( height to top of W-beam rail element) Deleting an existing Standard Drawing for Type 2 Strong Post uide Rail (R-2M) (2 3/" height to top of W-eam rail element). These revised standard drawings should be adopted on all new and existing designs as soon as possible without affecting any letting schedules and in conjunction with the current Publication 0 Specifications. Regardless, revised standards must be used on projects let after December 3,. STNDRD SHEET DESRIPTION OF HNES -03M Sheet Revised reference drawing to R-M (Type 3 Strong Post uide Rail). Revised W-eam to Thrie-eam Transition Sections in the two elevation views between Post 3 and Post from a symmetrical shape to an asymmetrical shape. -0M Sheet Revised reference drawing to R-M (Type 3 Strong Post uide Rail). Revised Elevation - to indicate R-M. -0M Sheet Revised reference drawing to R-M (Type 3 Strong Post uide Rail). Revised Note to indicate R-M. -M Sheet Revised reference drawing to R-M (Type 3 Strong Post uide Rail). Revised W-eam to Thrie-eam Transition Section in Elevation View between Post and Post from a symmetrical shape to an asymmetrical shape. Revised Note to indicate R-M. -3M Sheet Revised reference drawing to R-M (Type 3 Strong Post uide Rail).
T #H--00 Step External 2// -3M Sheet Revised reference drawing to R-M (Type 3 Strong Post uide Rail). Revised Note and Section - to indicate R-M. Sheets -2 Revised Elevation Views for Typical oncrete ridge arriers and lternate oncrete ridge arriers to indicate Type 3-S uide Rail and R-M. -M -3M -M -M Sheet Revised reference drawing to R-M (Type 3 Strong Post uide Rail). Sheet 2 Revised details for Typical Shoulder Installations to indicate R-M. Revised Table "" to indicate column as "MINIMUM UNOSTRUTED DISTNE" rather than "REQUIRED ERNES". Modified note under Table "" that refers to the column for "MINIMUM UNOSTRUTED DISTNE". Revised values in Table "" of minimum unobstructed distances for Type 3 Strong Post uide Rail and Type 2 Weak Post uide Rail. -M Sheet Revised reference drawing to R-M (Type 3 Strong Post uide Rail). Sheet Revised Table "" to indicate column as "MINIMUM UNOSTRUTED DISTNE" rather than "REQUIRED ERNES". Modified note under Table "" that refers to the column for "MINIMUM UNOSTRUTED DISTNE". Revised values in Table "" of minimum unobstructed distances for Type 3 Strong Post uide Rail and Type 2 Weak Post uide Rail.
T #H--00 Step External 2// NE ND DESTROY THE FOOWIN: The following revised -00M Series standards need to be retained for projects under construction and for future rehabilitation work: Index Sheet - Sept. 30, -03M - Sept. 30, -0M - Sept. 30, -0M - Sept. 30, -M - Sept. 30, -3M - Sept. 30, -3M - Sept. 30, -M - Sept. 30, -3M - Sept. 30, -M - Sept. 30, -M - Sept. 30, -M - Sept. 30, DDITION OPIES RE VIE FROM: PennDOT SES STORE () - phone () - fax ra-penndotsalesstore.state.pa.us PennDOT website - www.dot.state.pa.us lick on Forms, Publications & Maps DS warehouse (PennDOT employees ONY) PPROVED FOR ISSUNE Y: ESIE S. RIHRDS Secretary of Transportation Y: rian. Thompson, P.E. Director, ureau of Project Delivery, Highway dministration
T #H--00 Step External 2// MIDSPN RI SUPPORT MIDSPN TUE SSEMY '-0" VERTI W RIDE RRIER TRNSITION SETION ON STRUTURE OR U-WIN TYP. ONRETE RIDE RRIER TRNSITION SETION TYP. ONRETE RIDE RRIER '- SPES @ 3'- "='- 3'-0 " ƒ" 2'-" '-2" " 2'-" '-0" SS PIN EMENT ONRETE UR 3 " FOR TYPI RRIER, POST POST POST POST 3 POST 2 POST 2 " FOR TERNTE RRIER. TYPE INSERT SSEMY (SEE -3M) UTTER INE '-0" FOR TYPI RRIER, '-" FOR TERNTE RRIER. " '- " W-EM RI EEMENT W-EM TO THRIE-EM TRNSITION SETION RODWY ER DISTNE FOR VERTI W RRIER 2 (NESTED) THRIE-EM RI EEMENTS THRIE-EM TERMIN SETION RIDE ONNETION TYPE ONRETE TOP UNIT, WHEN REQUIRED, SEE STNDRD DRWIN, R-M PN VIEW FOR THRIE-EM TO RIDE RRIER (PN VIEW FOR TYP. ONRETE RIDE RRIER SHOWN; PN VIEW FOR T. ONRETE RIDE RRIER, RODWY ER DISTNE FOR TYP. ONRETE RRIER TYP. VERTI W RIDE RRIER ND T. VERTI W RIDE RRIER SIMIR) (WITH INET PEMENT SHOWN; WITHOUT INET PEMENT SIMIR) '- SPES @ 3'- "= '- 3'-0 " ƒ" 2'-" '-2" " 2'-" '-0" VERTI W RIDE RRIER TYP. ONRETE RIDE RRIER TRNSITION SETION TYP. ONRETE W-EM RI EEMENT W-EM TO THRIE-EM TRNSITION SETION 2 (NESTED) THRIE-EM RI EEMENTS TRNSITION SETION 2" THRIE-EM TERMIN SETION RIDE ONNETION RIDE RRIER 2'-" 2'- ". 2'- " " " 2'-" 3'- ONRETE S POST POST POST POST 3 EEVTION VIEW FOR THRIE-EM TO TYP. RIDE RRIER (EEVTION VIEW FOR TYP. ONRETE RIDE RRIER SHOWN; SS PIN EMENT ONRETE UR (SOPED TOP) POST 2 POST EEVTION VIEW FOR TYP. VERTI W RIDE RRIER SIMIR) (WITH INET PEMENT SHOWN; WITHOUT INET PEMENT SIMIR) '- SPES @ 3'- "= '- 3'-0 " ƒ" 2'-" '-2" " 2'-" '-0" VERTI W RIDE RRIER T. ONRETE RIDE RRIER TRNSITION SETION T. ONRETE W-EM RI EEMENT W-EM TO THRIE-EM TRNSITION SETION 2 (NESTED) THRIE-EM RI EEMENTS 2'-" TRNSITION SETION 2" THRIE-EM TERMIN SETION RIDE ONNETION RIDE RRIER 2'- ". 2'- " " " '-0" 2'-" ONRETE S POST POST POST POST 3 NOTE: THRIE-EM TO RIDE RRIER TRNSITION SS PIN EMENT POST 2 POST ONRETE UR (SOPED TOP) EEVTION VIEW FOR THRIE-EM TO T. RIDE RRIER (EEVTION VIEW FOR T. ONRETE RIDE RRIER SHOWN; EEVTION VIEW FOR T. VERTI W RIDE RRIER SIMIR) (WITH INET PEMENT SHOWN; WITHOUT INET PEMENT SIMIR) ON THIS SHEET IS PERMITTED IN PE OF. THRIE-EM TO RIDE RRIER TRNSITION HS EEN EPTED Y FHW FRED END TRNSITIONS FOR REONSTRUTED S T-3 RRIER DESINTION. STRUTURES WITHOUT SFETY WINS OR 2. PROVIDE MTERIS ND WORKMNSHIP IN ORDNE WITH PU. 0. WITHOUT KWS WITH PPROH SS. FOR STRUTURES < 00 FT., USE 3. USE PN DIMENSIONS WHEN DIFFERENT FROM THOSE SHOWN ON THIS STNDRD. VERTI W RIDE RRIER. FOR STRUTURES. REINFORED ONRETE RRIER ND EMEDDED INSERTS RE RIDE ITEMS. > 00 FT., USE TYPI ONRETE. SEE R-0M ND R-M FOR DETIS ND HRDWRE NOT SHOWN. RIDE RRIER OR TERNTE ONRETE -3M NHOR SYSTEMS RIDE RRIER.. PROVIDE PPROH END UIDE RI TRETMENT T OTH THE PPROH ND -2M ONRETE DEK S DETIS TRIIN ENDS OF STRUTURE RRIERS ON TWO NE FIITIES WITH TWO-WY TRFFI. ON FOUR NE DIVIDED HIHWYS, UIDE RI TRNSITION IS NOT REQUIRED -M TYPI WTERPROOFIN ND EXPNSION DETIS ON TRIIN ENDS OF RRIERS UNESS WRRNTED Y OTHER OSTRUTIONS. R-M INET TOPS, RTES ND FRMES OMMONWETH OF PENNSYVNI DEPRTMENT OF TRNSPORTTION UREU OF PROJET DEIVERY STNDRD THRIE-EM TO VERTI W RIDE RRIER TRNSITION ONNETION. THE PPROH END TRNSITION OMPONENTS RE RODWY ITEMS. R-0M UIDE RI TO RIDE RRIER TRNSITIONS R-M TYPE 3 STRON POST UIDE RI REOMMENDED XXX.XX, REOMMENDED XXX.XX, SHEET OF 2 REFERENE DRWINS HIEF RIDE ENINEER DIRETOR, UR. OF PROJET DEIVERY -03M
T #H--00 Step External 2// PRTI PEN WED MY E SQURE T EXPNSION JOINTS, USE S OPENIN PUS " POST 3'- " 2'- " POST ƒ" STM 32 V. OT RI TUE SPIE TUE 2 "x3 "x " ROOVE OR SINE V-ROOVE. RIND SMOOTH. T SPIES, USE " '- TS x3 ONRETE UR RI TUE ~ 0'-" MIN. 2'-MX. SEE DETI END P TS x3 RI TUE TS x END SEEVE DRI " DI. HOE PJP RIND " P STM 00 RDE " ƒ" " DI. PIN (DRIVIN FIT) OR WEDED U. '-0" " '-0" SPIE TUE WOOD OK W-EM RI ƒ" STM 32 V. OT '- '-0" END OF DEK TS x END SEEVE Wx STEE POST (RODWY ITEM) OFFSET RKET (RODWY ITEM) W-EM RI (RODWY ITEM) " SETION - " TO ONTOUR " DI. DRIN HOE RI TUE END P " DI. PIN TERNTE SPIE SETION - TUE FRITION REQUIRED IF RI THIKNESS IS 0.2" OR 0.3. NOTE: THE DIFFERENE ETWEEN THE OUTSIDE DIMENSIONS OF THE SEEVE ND THE INSIDE DIMENSIONS OF THE RI SH NOT EXEED " ON EITHER XIS. POST ND WOOD OK TS "xx " ON x.2 RURI " DRIN HOE T HIH SIDE OF SPIE ONY. FOR TUE THIKNESS, SEE TUE RI SPEIFITIONS TE. SEE NOTE PN DO NOT UT FRONT W OF TUE '-0" DETI RI T END OF RIDE '-2" TUE, SEEVE ND RURI MEMERS RI MEMER SEEVE RURI MEMER MTERI THIKNESS MTERI THIKNESS MTERI THIKNESS 00 00 00 0." 0." 0.2" R. R. R. 00 00 0.2" 0.2" R. R. 00 00 0.3 0.2" R. OR 0 R. OR 0 TUE RI SPEIFITIONS EEVTION SHOWN WITHOUT W-EM ND NHOR OTS FOR RITY TUE SPIE DETIS. P STRUTURE MOUNTED UIDE RI RRIER DESINED ND MNUFTURED IN ORDNE WITH THIS STNDRD DRWIN DOES NOT REQUIRE SHOP DRWINS. 2. PROVIDE MTERIS ND WORKMNSHIP IN ORDNE WITH PUITION 0. 2" 2" " 2" DIRETION 3. OTE RI SPIES T EXPNSION JOINTS ND T OTHER OTIONS WHERE NEESSRY. PROVIDE RIS S ON S OF TRFFI " ODx2 " ON PIPE SEEVE PRTI, WITH MINIMUM OF THREE POSTS ETWEEN SPIES, UNESS OTHERWISE REQUIRED FOR EXPNSION. '-0" " 2" " Wx " SE PTE " x " x " " ROUND HED OT POST ƒ" " HEX HED OT (EHIND W-EM) 2 " '- " "DI. HEX HED OTS WITH HEX NUTS WX ER RODWY DEINETOR xx22 " WOOD OK " DEINETOR ROUND HED OT FOR. PROVIDE RI TUES ONTINUOUS OVER NOT ESS THN TWO RIIN POSTS. NO WEDED UTT SPIES WI E OWED IN THE RI TUE SETIONS.. PE POST ND POST NHOR OTS NORM TO RDE ND RIS PRE TO RDE.. OT SURFES OF THE SE PTE IN ONTT WITH ONRETE WITH UKIN OMPOUND PRIOR TO ERETION. FTER ERETION ND INMENT, SE OPENINS ETWEEN THE MET " HOES FOR " OTS SE PTE DETI OK " HOES ƒ" 2 " 3Ž" TS x3 RI TUE SPIE W-EM ND RURI IN ORDNE WITH R-M " HEX HED OT (EHIND RURI) TS "xx " ON " STM OR ND HEX NUTS R.. UR 3Ž" F V.NHOR OTS W/ EVEIN NUTS, PIN WSHERS EVEIN NUT TYP. " " " SE PTE 2 " W-EM TS "x. W-EM RI EEMENT TS "xx " ON ROUND HED OT FOR RURI (EYOND) x.2 RURI HEX HED OT FOR TS RDE '- " TUUR OKOUT " '-" 2'- " SURFES ND THE ONRETE WITH UKIN OMPOUND MEETIN THE REQUIREMENTS OF SETION 0, PUITION 0.. DO NOT USE DEFETION JOINTS WITH P STRUTURE MOUNTED UIDE RI RIDE RRIERS.. STRUTUR STEE FOR SE PTES ND POSTS IN ORDNE WITH STM 0. RDE 3 OR 0, UNESS OTHERWISE NOTED.. OMPETE JOINT PENETRTION ROOVE WED. RIND FUSH ON OUTSIDE FE. WED KIN IS REQUIRED. 0. RI TUES IN ORDNE WITH STM 00 OR 0, RDE S SPEIFIED SED ON PROVIDED W THIKNESS.. VNIZE STEE OMPONENTS IN ORDNE WITH SETION 0.02(s) OF PUITION 0, UNESS OTHERWISE SPEIFIED ON THE PNS.. THE PPROH END TRNSITION OMPONENTS RE RODWY ITEMS. 3. FOR POST RI TTHMENT OTS DETIS, SEE SHEET 2. 22 " ˆ" 3 " EEVTION - W-EM ND RURI SPIE POST INTERMEDITE POST SIMIR '- 2" R. TYP. R.. DEK OR OX OMMONWETH OF PENNSYVNI DEPRTMENT OF TRNSPORTTION UREU OF PROJET DEIVERY STNDRD UVERT TOP S WOOD OK DETI NOTE: PRIOR TO ONSTRUTIN UR ND DEK, NHOR OTS SH E INSTED WITH EITHER TEMPTE OR TU POST W/SEPTE INSTED TO ENSURE PROPER NHOR OT INMENT ND PEMENT TYPI SETION DEK / S REINFOREMENT NOT SHOWN FOR RITY P STRUTURE MOUNTED UIDE RI RRIER MISENEOUS DETIS R-M TYPE 3 STRON POST UIDE RI REOMMENDED XXX.XX, REOMMENDED XXX.XX, SHEET OF 2-3M NHOR SYSTEMS REFERENE DRWINS HIEF RIDE ENINEER DIRETOR, UR. OF PROJET DEIVERY -0M
T #H--00 Step External 2// POST W x x " ROUTED OFFSET RKET (FOR DETIS, SEE R-0M) SS PIN EMENT ONRETE UR. POST W x 2 3 SPES @ 3'- "='- " '-ƒ" '-ƒ" 2'-" 2'- " 3'-" " MX. PIPE 2'-" END RIIN POST. PROVIDE MTERIS ND WORKMNSHIP IN ORDNE WITH PUITION 0. 2. USE PN DIMENSIONS WHEN DIFFERNT FROM THOSE SHOWN ON THIS STNDRD. 3. REINFORED ONRETE RRIER ND EMEDDED INSERTS RE RIDE ITEMS. TYPE ONRETE TOP UNIT, WHEN REQUIRED. SEE R-M. " FUSH EXP. JT. (IF REQUIRED) MIN. RODWY WIDTH. SEE R-M ND R-0M FOR DETIS ND HRDWRE NOT SHOWN. MIDSPN TUE SSEMY FOR DETIS, SEE R-0M PN VIEW FOR THRIE-EM TO P TYPE 0M RIDE RRIER. THRIE-EM TO P TYPE 0M RIDE RRIER TRNSITION WITHOUT INET PEMENT HS SUESSFUY PSSED T- SINE UNIT TRUK RSH TESTIN. THRIE-EM TO P TYPE 0M RIDE RRIER TRNSITION WITH INET PEMENT HS EEN RNTED T- EQUIVENE Y FHW.. PROVIDE PPROH END UIDE RI TRETMENT T OTH SEE DETI, THE PPROH ND TRIIN ENDS OF STRUTURE RRIERS SHEET 2 ON TWO NE FIITIES WITH TWO-WY TRFFI. ON FOUR P TYPE 0M RIDE RRIER NE DIVIDED HIHWYS, UIDE RI TRNSITION IS NOT REQUIRED ON TRIIN ENDS OF RRIERS UNESS WRRNTED THRIE-EM TERMIN Y OTHER OSTRUTIONS. W-EM RI EEMENT W-EM TO THRIE-EM TRNSITION SETION 2 (NESTED) THRIE-EM RI EEMENTS SETION RIDE ONNETION. THE PPROH END TRNSITION OMPONENTS RE RODWY ITEMS. 2'-" 2'-" '-" ONRETE UR POST POST POST 2'-0 " POST POST POST POST 2 POST " DEK ONRETE UR SS PIN EMENT ONRETE UR (SOPED TOP). EEVTION VIEW FOR THRIE-EM TO P TYPE 0M RIDE RRIER POST W x 3 SPES @ 3'- "='- " SPES @ '- ƒ"='- ƒ" 3'-" END RIIN POST x " ROUTED OFFSET RKET (FOR DETIS, SEE R-0M) 2'-ƒ" MIN. RODWY WIDTH PN VIEW FOR THRIE-EM TO P TYPE 0M RIDE RRIER (WITHOUT INET PEMENT) P TYPE 0M RIDE RRIER THRIE-EM TERMIN W-EM RI EEMENT W-EM TO THRIE-EM TRNSITION SETION 2 (NESTED) THRIE-EM RI EEMENTS SETION RIDE ONNETION 2'-" 2'-" '-" ONRETE UR OMMONWETH OF PENNSYVNI DEPRTMENT OF TRNSPORTTION UREU OF PROJET DEIVERY STNDRD POST POST POST 2'-0 " DEK POST POST POST POST 3 POST 2 POST SEE DETI, SHEET 2-0M P TYPE 0M RIDE RRIER R-M INET TOPS, RTES ND FRME EEVTION VIEW FOR THRIE-EM TO P TYPE 0M RIDE RRIER R-0M UIDE RI TO RIDE RRIER TRNSITIONS (WITHOUT INET PEMENT) R-M TYPE 3 STRON POST UIDE RI THRIE-EM TO P TYPE 0M RIDE RRIER TRNSITION ONNETION REOMMENDED XXX.XX, REOMMENDED XXX.XX, SHEET OF 2 REFERENE DRWINS HIEF RIDE ENINEER DIRETOR, UR. OF PROJET DEIVERY -0M
T #H--00 Step External 2// FOR DETIS OF MIDSPN TUE, SEE R-0M, SHEET " MX. PIPE SIZE. END RIIN POST 2 SP @ 3'- " = '- 2'- " 3 SP @ '-ƒ" = '- " '- " '- " ƒ" 3'-" OFFSET RKET (SEE R-0M, SHEET FOR DETIS) SS PIN EMENT ONRETE UR. TYPE D INSERT SSEMY (SEE -3M) NOTE: TOP RI NOT SHOWN FOR RITY, SEE -3M POST POST POST POST POST 3 POST 2 POST TYPE INET, WHEN REQUIRED, SEE STNDRD DRWINS, R-M ND R-M. PN VIEW FOR THRIE-EM TO P RIDE RRIER (WITH INET PEMENT SHOWN; WITHOUT INET PEMENT SIMIR) 2'-ƒ" END RIIN POST '-" RI TUE P W-EM W-EM TO THRIE-EM 2-" HOES FOR RI EEMENT TRNSITION SETION " H.S. OTS 2 (NESTED) THRIE (IN ONNETION EM RI EEMENTS PTES ONY) " THRIE-EM RI OTS P "x3 "x'-0" -" HOES FOR " H.S. OTS 2'- " P "x'-"x'- " THRIE-EM RI EEMENTS " S POST 2'- " POST POST POST POST 3 POST 2 POST -" HOES FOR " HEXON HED P SREW & WSHER THRIE-EM TERMIN ONNETION S SS PIN EMENT ONRETE UR (SOPED TOP) DEK OR W D RRIER W EEVTION VIEW FOR THRIE-EM TO P RIDE RRIER (WITH INET PEMENT SHOWN; WITHOUT INET PEMENT SIMIR). PROVIDE MTERIS ND WORKMNSHIP IN ORDNE WITH PU. 0. 2. USE PN DIMENSIONS WHEN DIFFERENT FROM THOSE SHOWN ON THIS STNDRD. 3. REINFORED ONRETE RRIER ND EMEDDED INSERTS RE RIDE ITEMS. OMMONWETH OF PENNSYVNI DEPRTMENT OF TRNSPORTTION UREU OF PROJET DEIVERY. SEE R-M ND R-0M FOR DETIS ND HRDWRE NOT SHOWN.. THRIE-EM TO P RIDE RRIER TRNSITION HS EEN EPTED Y FHW S T- RRIER DESIN.. PROVIDE PPROH END UIDE RI TRETMENT T OTH THE PPROH ND TRIIN ENDS OF STRUTURE RRIERS ON TWO NE FIITIES WITH TWO-WY TRFFI. ON FOUR NE DIVIDED HIHWYS, UIDE RI TRNSITION IS NOT REQUIRED ON TRIIN ENDS OF RRIERS UNESS WRRNTED Y OTHER OSTRUTIONS.. THE PPROH END TRNSITION OMPONENTS RE RODWY ITEMS.. FOR SETION D-D, SEE SHEET 2. -3M NHOR SYSTEMS -3M P RIDE RRIER R-M INET TOPS, RTES ND FRMES R-0M UIDE RI TO RIDE RRIER TRNSITIONS R-M TYPE 3 STRON POST UIDE RI REFERENE DRWINS STNDRD THRIE-EM TO P RIDE RRIER TRNSITION ONNETION REOMMENDED XXX.XX, REOMMENDED XXX.XX, SHEET OF 2 HIEF RIDE ENINEER DIRETOR, UR. OF PROJET DEIVERY -M
T #H--00 Step External 2// " WSHER 2" D NORM OUTSIDE DIMETER D2 D-(.00"+.00") ROOVE DIMETER D2-(.00"+.00") 2 " 2 " 3 " 3 " THREDED STEE INSERT, " + RIP THIKNESS THREDED ENTH = " (MIN.) (MIN.) " MINIMUM THREDED ENTH ˆ " " " ˆ " 2 (MIN.) " " SEE DETI. PN " TO " HEXON HED P SREW OSED OTTOM OPEN OTTOM STRUT WIRE THREDED STEE INSERTS DETI FOR DIMENSIONS, SEE TE 2 (TYPI) SEE TE " MIN. " MX. PRE TO EDE THREDED STEE INSERT, SEE DETI TE 0.2 OF ONRETE " TO " P SREW DI. OF STRUT STEE WIRE (TYPI) DIMETER WIRE (MIN.) ƒ" 0. " 0. " " " 0. EEVTION TYPE INSERT SSEMY (INUDES P SREWS ND WSHERS) SETION - " S REQUIRED PN TE 2 P SREW DIMETER TYPE OF INSERTS OSED OPEN OTTOM OTTOM D D2 2 NOTES 0.2 DI. ƒ" " " " ". PROVIDE MTERIS ND WORKMNSHIP IN ORDNE WITH SPEIFITIONS PUITION 0. STEE WIRE WEDED TO INSERT (TYPI) " " ƒ" " " 2. PROVIDE THREDED STEE INSERTS IN ORDNE WITH STM DESINTION 2, RDE. PROVIDE STRUT WIRE OF EITHER STM DESINTION 0 RDE 0 WITH MINIMUM TENSIE STRENTH OF 0 KSI OR STM 2 (TE TENSIE STRENTH REQUIREMENTS, 0 KSI), OTH WITH RON RNE OF 0. - 0.%. SETION - " " " " " 3. PROVIDE VNIZED STM 30 RDE P SREWS ND WSHERS ONFORMIN TO SETION 0 OF PUITION 0.. PROVIDE WEDED ONNETION ETWEEN STEE INSERTS ND STRUTS EQU TO OR RETER THN THE STRENTH OF THE STM 30 RDE P SREW.. URTEY SET NHOR SSEMY Y TEMPTE TO THE ORRET EEVTION ND INMENT, ND RE SEUREY INST DISPEMENT EFORE THE SURROUNDIN ONRETE IS PED. USE THE INSTTION PROEDURE ND TYPE OF INSERTS, WHETHER OSED OTTOM OR OPEN STRUT WIRE (TYPI) SEE TE " MIN. " MX. OTTOM, IN ORDNE WITH THE MNUFTURERS REOMMENDTIONS. TKE RE TO KEEP THE INSIDE OF THE INSERT EN.. PROVIDE EPOXY OTED INSERT SSEMIES.. PROVIDE THRED FOR SREWS ND STEE INSERTS ONFORMIN TO SETION 0 OF PUITION 0.. USE THE NHOR SSEMIES S N TERNTE TO ST-IN-PE NHOR OTS OR SEEVE NHOR SSEMIES FOR THE FOOWIN OTIONS, T NO DDITION OST TO THE DEPRTMENT. OMMONWETH OF PENNSYVNI DEPRTMENT OF TRNSPORTTION UREU OF PROJET DEIVERY () TTHIN SE PTES FOR UIDE RI TO ONRETE. (2) TTHIN SE PTES FOR FENE, PEDESTRIN RIIN, PROTETIVE RRIERS ND RIDE RIIN POSTS TO ONRETE DEKS OR PRPETS.. USE NYON USHINS OR OTHER PPROVED METHOD, WHEN TTHIN UMINUM SE PTE OR POST TO ONRETE, TO PREVENT EETROYTI RETION ETWEEN THE TWO TYPES OF MET EIN USED. EEVTION TYPE INSERT SSEMY (INUDES P SREWS ND WSHERS) STNDRD NHOR SYSTEMS 0. SHOW DIMETER, PROJETION, THRED ENTH ND ENTH OF NHOR OTS ON DESIN DRWINS.. OT DIMETER INDITED ON THE DRWINS IS NOMIN OR SI OT DIMETER. R-0M UIDE RI TO RIDE RRIER TRNSITIONS REOMMENDED XXX.XX, REOMMENDED XXX.XX, SHEET OF 3 R-M TYPE 3 STRON POST UIDE RI REFERENE DRWINS HIEF RIDE ENINEER DIRETOR, UR. OF PROJET DEIVERY -3M
T #H--00 Step External 2// " V. PIPE SEEVES FOR V. " OTS FOR RUIN RI TYPE INSERT FOR W-EM ONNETION " x " x " PTE INSERT '-2 " SPER TUE, SEE DETI SHEET 2. " " MX. PIPE SIZE UIDE RI POST '- " ROUTED OFFSET RKET NOTES (SEE -3M ). PROVIDE MTERIS ND WORKMNSHIP IN ORDNE WITH PU. 0. '-0" 3 " 2. USE PN DIMENSIONS WHEN DIFFERENT FROM THOSE SHOWN ON THIS STNDRD. 3. REINFORED ONRETE RRIER ND EMEDDED INSERTS RE RIDE " 0 TRNSITION UR OK "+ - ƒ" SS PIN EMENT ITEMS.. TERMIN SETION ND RUIN RI END MUST E TTHED FUSH WITH THE RIDE RRIER. INSTTION N E RETY SIMPIFIED Y FRITIN ONRETE UR OR SHOP TWISTIN TO E ONSISTENT WITH THE SOPE OF THE RRIER. '-" TYPE ONRETE TOP UNIT,. SEE R-M ND R-0M FOR DETIS ND HRDWRE NOT SHOWN. WHEN REQUIRED, SEE R-M. '-0" PN VIEW FOR TYP. ONRETE RIDE RRIER. TYPI ONRETE RRIER 2" WITH INET PEMENT HS SUESSFUY PSSED T RSH TESTIN. THE TYPI ONRETE RRIER 2", TERNTE ONRETE RRIER 32", ND TERNTE ONRETE RRIER 32" WITH INET PEMENT RE RNTED T EQUIVENE Y FHW. '- TWO NESTED SETIONS. PROVIDE PPROH END UIDE RI TRETMENT T OTH THE PPROH ND '-ƒ" OF. W-EM RI EEMENT, ONE SET INSIDE THE OTHER TRIIN ENDS OF STRUTURE RRIERS ON TWO NE FIITIES WITH TWO-WY TERMIN SETION RIDE ONNETION TRFFI. ON FOUR NE DIVIDED HIHWYS, UIDE RI TRNSITION IS NOT 3'- " 2'-" '- " 3 " 3 " " 2" " " 2'-2" '-" 2'-" @ '-ƒ" = '- W-EM RI EEMENT RUIN RI D 2'-" E @ 3'- " = '- TYPE 3-S UIDE RI SEE R-0M ND R-M REQUIRED ON TRIIN ENDS OF RRIERS UNESS WRRNTED Y OTHER OSTRUTIONS.. PYMENT FOR THE PPROH END TRNSITION RE RODWY ITEMS. " " HOE 2'-" 2'-ƒ" '-0 " 3 E 0 '-ƒ" D 3'-0" SS PIN EMENT ONRETE UR (SOPED TOP) EEVTION VIEW FOR TYP. ONRETE RIDE RRIER POST W x x " ROUTED OFFSET RKET POST W x '-ƒ" 2'-2" " '-ƒ" '-ƒ" '-ƒ" '-ƒ" '-ƒ" '-ƒ" SEE R-0M ND R-M " 3'- '-" 2'-" '-0" '-0" '-" 2'-" " '-0 " HOE 2 3 0 NOTE: TYPI TO EEVTION VIEW WITH INET PEMENT EXEPT S NOTED. EEVTION VIEW FOR TYP. ONRETE RIDE RRIER SETION D-D SETION E-E (WITHOUT INET PEMENT) SETION D-D IS TYPI TO SETION - EXEPT S SHOWN OTHERWISE. ƒ"xƒ" '-0" 3 " '-3 " VRIES (MESURED FROM x " ROUTED OFFSET RKET HMFER " OTTOM OF EVE) MTH FRONT FE POST W x 2 " " 2'-" 3'- R= " R=" UTTERINE ( PVEMENT) OTTOM OF PVEMENT STRUTURE OR PPROH S ONSTR. JOINT OPTION ONSTR. JOINT OF INET HOOD " EVE " UTTERINE ( PVEMENT) OTTOM OF PVEMENT STRUTURE OR PPROH S SFETY WINW '-0" MIN. '-0 " " 2'-" 0" POST OT ND NUT (SEE R-M) TWO NESTED SETIONS OF. W-EM RI EEMENT ONE SET INSIDE THE OTHER RUIN RI x.2 " OMMONWETH OF PENNSYVNI DEPRTMENT OF TRNSPORTTION UREU OF PROJET DEIVERY STNDRD RIDE RRIER TO UIDE RI TRNSITION WINW '- " SETION - -3M R-M NHOR SYSTEMS INET TOPS, RTES ND FRMES '- " SETION - SETION - R-0M R-M UIDE RI TO RIDE RRIER TRNSITIONS TYPE 3 STRON POST UIDE RI REFERENE DRWINS REOMMENDED XXX.XX, REOMMENDED XXX.XX, HIEF RIDE ENINEER DIRETOR, UR. OF PROJET DIRETOR SHEET OF 2-3M
T #H--00 Step External 2// " V. PIPE SEEVES FOR " V. OTS FOR RUIN RI TYPE INSERT FOR W-EM ONNETION (SEE -3M ) "x "x " PTE INSERT '-2 " SPER TUE " '- " " MX.PIPE SIZE UIDE RI POST SS PIN EMENT ONRETE UR ROUTED OFFSET RKET SPIE OT " MIN. TRNSITION " '-" 2 " 0 TRNSITION UR OK '-" "+ - ƒ" TYPE ONRETE TOP UNIT, WHEN REQUIRED, SEE R-M. RRIER STEE SPER TUE SPIE OT W-EM RI EEMENT '-0" W-EM RI EEMENT PN VIEW FOR T. ONRETE RIDE RRIER PN SETION STEE SPER TUE DETI '-ƒ" '- (TWO SETIONS OF.W-EM RI EEMENT, ONE SET INSIDE THE OTHER) TERMIN SETION RIDE ONNETION " " 2'-2" '-" 2'-" @ '-ƒ" = '- @ 3'- " = '- TYPE 3-S UIDE RI SEE R-0M ND R-M " 3 " 2" H W-EM RI EEMENT RUIN RI D 2'-" E 2'-" " '-0" 3 " NOTE: FOR SETIONS -, D-D & E-E, SEE SHEET. " " HOE " 2'-ƒ" '-0 " '-ƒ" H 3 0 E 3'-0" D SS PIN EMENT ONRETE UR (SOPED TOP) EEVTION VIEW FOR T. ONRETE RIDE RRIER ƒ"xƒ" HMFER '- " 2 " '-" " " '-0" 2'-" ONSTR. R= " JOINT R=" OPTION UTTERINE ONSTR. ( PVEMENT) JOINT OTTOM OF PVEMENT '-" '-3 " VRIES 2 " " EVE " UTTERINE ( PVEMENT) OTTOM OF PVEMENT STRUTURE OR PPROH S STRUTURE OR PPROH S SFETY WINW '-ƒ" 2'-2" " '-ƒ" '-ƒ" '-ƒ" '-ƒ" '-ƒ" '-ƒ" SEE R-0M SFETY WINW SETION H-H ND R-M SETION - 2'-" '-" '-". FOR NOTES, SEE SHEET. " HOE NOTE: TYPI TO EEVTION VIEW WITH INET PEMENT EXEPT S NOTED. '-0 " 2 3 0 EEVTION VIEW FOR T. ONRETE RIDE RRIER (WITHOUT INET PEMENT) OMMONWETH OF PENNSYVNI DEPRTMENT OF TRNSPORTTION UREU OF PROJET DEIVERY STNDRD RIDE RRIER TO UIDE RI TRNSITION REOMMENDED XXX.XX, REOMMENDED XXX.XX, SHEET 2 OF 2 HIEF RIDE ENINEER DIRETOR, UR. OF PROJET DIRETOR -3M
T #H--00 Step External 2// INFORMTION ONTINED IN THE D-M DESIN TES DESIN TES ON STNDRD DRWIN D-M WERE DEVEOPED USIN OMPUTER PRORM ND RE SED ON THE DESIN RITERI SHOWN ON THIS SHEET. THE MEMER SIZES INDITED IN THE DESIN TES MEET THE FTIUE REQUIREMENTS FOR FTIUE TEORY II. THE DESINER MUST HEK THE DEQUY OF THE MEMER SIZES INDITED WHEN THE FTIUE TEORY IS SPEIFIED TO E I FOR THE PROJET. THE SPN RNE INUDED ON STNDRD DRWIN D-M IS S FOOWS: D-M: NTIEVER ND ENTER-MOUNT STRUTURES, STRUT ENTHS UP TO 0' THE DESIN TES INUDE MEMER SIZES FOR THE STRUTURES FOR VRIOUS OMINTIONS OF OUMN HEIHT, SPN ENTH, ND SIN RE. THEY SO INUDE SPRED FOOTIN DESINS. TERNTE ISSON FOUNDTIONS RE PERMITTED, HOWEVER, THE REQUIRED ISSON EMEDMENT ND REINFOREMENT MUST E DESINED Y PROFESSION ENINEER REISTERED IN THE STTE OF PENNSYVNI. THE DESIN OMPUTTIONS MUST E SUMITTED TO THE DISTRIT RIDE ENINEER FOR REVIEW ND PPROV. THE ORRESPONDIN FRITION ND ONSTRUTION DETIS RE ONTINED IN THIS STNDRD. ENER NOTES. PROVIDE 3-INH ONRETE OVER ON REINFOREMENT RS, EXEPT S NOTED. 2. USE SS EMENT ONRETE f'c = 3000 PSI IN PEDESTS, FOOTINS ND ISSONS. 3. PROVIDE RDE 0 REINFORIN STEE RS THT MEET THE REQUIREMENTS OF STM FOR ONRETE REINFOREMENT. DO NOT WED REINFORIN STEE RS.. RKE-FINISH HORIZONT ONSTRUTION JOINTS, EXEPT S INDITED.. VERIFY DIMENSIONS ND EOMETRY OF THE EXISTIN STRUTURES IN THE FIED S NEESSRY FOR PROPER FIT OF THE PROPOSED ONSTRUTION.. HMFER EXPOSED ONRETE EDES INH Y INH.. DIMENSIONS SHOWN RE HORIZONT, EXEPT S NOTED.. DIMENSIONS RE SED ON NORM TEMPERTURE OF DEREES F.. SPRED FOOTINS MY E ORDERED Y THE ENINEER TO E T NY EEVTION OR OF NY DIMENSIONS NEESSRY TO PROVIDE PROPER FOUNDTION. 0. VNIZE STRUTUR STEE, OTS, NUTS & WSHERS IN ORDNE WITH PU. 0, UNESS STINESS STEE OR OTHERWISE INDITED.. PIPE DIMETERS SHOWN UP TO ND INUDIN INHES RE NOMIN DIMETERS. PIPE DIMETERS SHOWN FROM INHES ND UP RE TU DIMETERS.. USE STNDRD SIZE HOE. THE STNDRD HOE DIMETER FOR OTS SMER THN " DIMETER SH E THE NOMIN DIMETER OF THE OT PUS ˆ". FOR OTS " DIMETER ND RER, THE WIDTH OF EH STNDRD HOE SH E THE NOMIN DIMETER OF THE OT PUS ". 3. ER DISTNE ETWEEN OT HOES OR ETWEEN THE OT HOE ND THE END OF THE MEMER IN THE DIRETION OF THE PPIED ERIN FORE SH E HEKED.. PROVIDE NHOR OT HOES " RER THN OT DIMETER.. PROVIDE MINIMUM NHOR OT EMEDMENT ENTH OF NHOR OT DIMETERS.. PROVIDE DOUE NUTS ND WSHER FOR EH NHOR OT.. STEE MEMER OMPONENTS REQUIRIN HRPY V-NOTH TESTIN RE DESINTED ON THE PNS Y (VN), PROVIDE STEE ONFORMIN TO THE VN REQUIREMENTS FOR ZONE 2, NON FRTURE RITI S IVEN IN THE SHTO MTERI SPEIFITIONS. DESIN RITERI FOR PENNDOT SIN STRUTURES DED ODS PENNDOT STD. DWS. (U.N.O.) SIN PNES T-0E OR T-0S IHT FIXTURES -M, SHT. SIN SUPPORT EM -M, SHT. OUMNS, STRUTS UTED INTERNY WITHIN PRORM EXTERN ODS SHTO SIN SPES. IE OD 3. WIND OD PPENDIX, SETION.3, EQ. -, WITH 0 MPH WIND ND 30% UST FTOR ROUP ODS SHTO SIN SPES. 3. STEE RITERI SHTO SIN SPES. SETION PROPERTIES FOR TUUR SHPES PPENDIX, TE - MXIMUM STRESSES FOR TUUR SHPES PPENDIX, TE -2 OWE STRESSES FOR TUUR SHPES. (TE -3) &. OWE STRESSES FOR SIN SUPPORTS. OWE STRESSES FOR SE PTES. OWE STRESSES FOR OMINED STEE STRESS. FTIUE REQUIREMENTS (FTIUE TEORY II) SETION OWE DEFETION 0. PERMNENT MER 0. OWE STRESSES FOR STRUTUR STEE SETION OT RITERI SHTO HIHWY RIDES (U.N.O.) OWE OT STRESSES TE 0.32.3 SIP-RITI OT OWE 0.32.3.2. OT PRYIN TION 0.32.3.3.2 OMINED OT SHER ND TENSION 0.32.3.3.3 OT DESIN RITERI SHTO SIN SPES.. OWE NHOR OT STRESSES SHTO SIN SPES.. ONRETE RITERI SHTO HIHWY RIDES (U.N.O.) OWE ERIN STRESS..2..3 REINFOREMENT TENSIE STRESS..2.2 SHER PITY OF FOOTINS... SHER STRESS IN FOOTINS...2 OWE SHER STRESS... SENDERNESS OF OUMNS...2 MINIMUM REINF. OF FEXUR MEMERS.. SPIN IMITS FOR REINFOREMENT.2 MINIMUM ONRETE OVER DM D.22. PRESSURES FOR EENTRIY ODED FOOTINS FI.... DISTRIUTION OF REINFOREMENT...2.2 FOOTIN STIITY REQUIREMENTS DM D.. TORSION I SETION..3 OUMN DESIN (PEDESTS).. SPRED FOOTINS MXIMUM DESIN PRESSURE. TONS PER SQURE FOOT MINIMUM RE IN ERIN % UNIT WEIHT OF SOI 00 POUNDS PER UI FOOT DRIED SHFTS (ISSONS) DM SE.., PENNDOT OM2 OMPUTER PRORM MXIMUM DESIN PRESSURE. TONS PER SQURE FOOT MXIMUM DESIN TER DISPEMENT 0." MODUUS OF SURDE RETION 0.0 POUNDS PER UI INH UNIT WEIHT OF SOI 00 POUNDS PER UI FOOT NE OF INTERN FRITION 2 OHESION 0 KIPS PER SQURE FOOT SEISMI DESIN RITERI STRUTURES RE DESINED FOR SEISMI EERTION OEFFIIENT = 0. ONSTRUTION ENER NOTES MTERIS ND WORKMNSHIP: PROVIDE MTERIS ND WORKMNSHIP IN ORDNE WITH THE URRENT VERSIONS OF THE PENNSYVNI DEPRTMENT OF TRNSPORTTION PUITION 0, SHTO/WS WEDIN ODE D., ONTRT SPEI PROVISIONS, ND SHTO "STNDRD SPEIFITIONS FOR STRUTUR SUPPORTS FOR HIHWY SINS, UMINIRES ND TRFFI SINS". USE SHTO/WS D. FOR WEDIN NOT OVERED IN SHTO/WS D.. PROVIDE STRUTUR STEE ONFORMIN TO THE FOOWIN: OUMNS & PIPE STRUTS: SEE PUITION 0, SETION.2. NES, SHPES, ND PTES: SHTO M, RDE 3 STM 0, RDE 3 TERNTE PRESS-REK MEMERS: TERNTE PRESS-REK MEMERS MUST HVE THE EQUIVENT STRENTH OF THE MEMER THEY RE REPIN. EQUIVENT RDIUS FOR PRESS-REK MEMERS IS MESURED FROM THE ENTER OF THE MEMER TO THE MID-POINT OF NY HORD OF THE MEMER. MINIMUM THIKNESS OF PRESS-REK MEMERS TO E Š". PENNDOT SIN STRUTURE OMPUTER PRORM OR N PPROVED FINITE EEMENT NYSIS OMPUTER PRORM MUST E RUN TO VERIFY THE DEQUY OF PRESS-REK MEMERS FOR STRENTH ND FTIUE. TERNTE PRESS-REK MEMERS RE ONY PERMITTED FOR OUMNS. PRESS-REK MEMERS RE NOT PERMITTED FOR STRUTS. PROVIDE OTS ONFORMIN TO THE FOOWIN: NHOR OTS: STM, F RDE PER PUITION 0 SETION 0.02(c)3. OTS: SHTO M (STM 32) H.S. OTS EXEPT S NOTED DESIN SPEIFITIONS: SHTO "STNDRD SPEIFITIONS FOR STRUTUR SUPPORTS FOR HIHWY SINS, UMINIRES ND TRFFI SINS", 0 WITH URRENT INTERIMS (UNESS NOTED OTHERWISE); SHTO "STNDRD SPEIFITIONS FOR HIHWY RIDES, WITH INTERIMS THROUH ND INUDIN 00; PENNDOT DESIN MNU - PRT, UUST 3 EDITION (INUDIN UUST REVISIONS) FIET WEDS SHOWN RE MINIMUM SIZE UNESS NOTED OTHERWISE. NOTES TO FRITOR ENTER-MOUNT STRUTURE TYPES S PRESENTED IN THESE STNDRDS RE REOMMENDED TO RRY DYNMI\VRIE MESSE SINS (DMS\VMS). DMS/VMS RE PROHIITED ON OVERHED NTIEVER STRUTURE TYPES S PRESENTED IN THESE STNDRDS. OVERHED SIN STRUTURES INTENDED TO RRY DMS/VMS, NOT REPRESENTED Y D-M, MUST E DESINED Y PROFESSION ENINEER REISTERED IN THE STTE OF PENNSYVNI ND SUMITTED TO THE HIEF RIDE ENINEER FOR REVIEW ND PPROV. DESIN OMPUTTIONS RE REQUIRED FOR NY PORTION OF STRUTURE FOR WHIH THE INFORMTION IS NOT TKEN DIRETY FROM THE ONTRT DRWINS OR THE DETIS ONTINED IN THIS STNDRD. DO NOT VIOTE RITERI USED FOR THE DEVEOPMENT OF THE DESIN TES ON STNDRD DRWIN D-M ND THE DETIS IN THIS STNDRD. EEND: SHTO SIN SPE: MERIN SSOITION OF STTE HIHWY ND TRNSPORTTION OFFIIS, "STNDRD SPEIFITIONS FOR STRUTUR SUPPORTS FOR HIHWY SINS, UMINIRES ND TRFFI SINS" SHTO HIHWY RIDES: MERIN SSOITION OF STTE HIHWY ND TRNSPORTTION OFFIIS, "STNDRD SPEIFITIONS FOR HIHWY RIDES" DM: PENNSYVNI DEPRTMENT OF TRNSPORTTION, DESIN MNU PRT, STRUTURES U.N.O.: UNESS NOTED OTHERWISE I: MERIN ONRETE INSTITUTE - UIDIN ODE REQUIREMENTS FOR STRUTUR ONRETE WITH OMMENTRY (I 3-). VN: HRPY V-NOTH. T-00 T-0D T-0E T-0S T- -3M R-M R-M R-3M SPIN HRTS/DIRET PPIED ETTERS, NUMERS, & RROWS SIN DETIS/FREEWY ND EXPRESSWY UIDE SINS EXTRUDED UMINUM HNNE SIN FT SHEET UMINUM SINS WITH EXTRUDED UMINUM STIFFENERS SIN IHTIN REINFOREMENT R FRITION DETIS SSIFITION OF ERTHWORK FOR STRUTURES TYPE 3 STRON POST UIDE RI TYPE 2 WEK POST UIDE RI OMMONWETH OF PENNSYVNI DEPRTMENT OF TRNSPORTTION UREU OF PROJET DEIVERY OVERHED SIN STRUTURES NTIEVER ND ENTER-MOUNT STRUTURES STRUT ENTHS UP TO 0' NOTES ND DESIN RITERI R-M R-M RRIER PEMENT T OSTRUTIONS SINE FE ONRETE RRIER PEMENT T MEDIN PIERS REOMMENDED XXX.XX, REOMMENDED XXX.XX, SHT. OF REFERENE DRWINS HIEF RIDE ENINEER DIRETOR, UR. OF PROJET DEIVERY -M
T #H--00 Step External 2// INFORMTION ONTINED IN THE D-3M DESIN TES DESIN TES ON STNDRD DRWIN D-3M WERE DEVEOPED USIN OMPUTER PRORM ND RE SED ON THE DESIN RITERI SHOWN ON THIS SHEET, EXEPT, THE MEMER SIZES INDITED DO NOT INUDE THE FTIUE REQUIREMENTS INDITED IN THE DESIN RITERI. THE MEMER SIZES INDITED IN THE DESIN TES MEET THE FTIUE REQUIREMENTS FOR FTIUE TEORY II. THE DESINER MUST HEK THE DEQUY OF THE MEMER SIZES INDITED WHEN THE FTIUE TEORY IS SPEIFIED TO E I FOR THE PROJET. THE SPN RNE INUDED ON STNDRD DRWIN D-3M IS S FOOWS: D-3M: TWO-POST PNR TRUSS, SPNS FROM 30' TO 00'. DESIN RITERI FOR PENNDOT SIN STRUTURES DED ODS PENNDOT STD. DWS. (U.N.O.) SIN PNES T-0E OR T-0S IHT FIXTURES -3M, SHT. SIN SUPPORT EM -3M, SHT. 0 OUMNS, HORDS UTED INTERNY WITHIN PRORM EXTERN ODS SHTO SIN SPES. IE OD 3. WIND OD PPENDIX, SETION.3, EQ. -, WITH 0 MPH WIND ND 30% UST FTOR ONSTRUTION ENER NOTES MTERIS ND WORKMNSHIP: PROVIDE MTERIS ND WORKMNSHIP IN ORDNE WITH THE URRENT VERSIONS OF THE PENNSYVNI DEPRTMENT OF TRNSPORTTION PUITION 0, SHTO/WS WEDIN ODE D., ONTRT SPEI PROVISIONS, ND SHTO "STNDRD SPEIFITIONS FOR STRUTUR SUPPORTS FOR HIHWY SINS, UMINIRES ND TRFFI SINS". USE SHTO/WS D. FOR WEDIN NOT OVERED IN SHTO/WS D.. PROVIDE STRUTUR STEE ONFORMIN TO THE FOOWIN: OUMNS & PIPE HORDS: SEE PUITION 0, SETION.2. THE DESIN TES INUDE MEMER SIZES FOR THE STRUTURES FOR VRIOUS OMINTIONS OF OUMN HEIHT, SPN ENTH, ND SIN RE. THEY SO INUDE SPRED FOOTIN DESINS. TERNTE ISSON FOUNDTIONS RE PERMITTED, HOWEVER, THE REQUIRED ISSON EMEDMENT ND REINFOREMENT MUST E DESINED Y PROFESSION ENINEER REISTERED IN THE STTE OF PENNSYVNI. THE DESIN OMPUTTIONS MUST E SUMITTED TO THE DISTRIT RIDE ENINEER FOR REVIEW ND PPROV. THE ORRESPONDIN FRITION ND ONSTRUTION DETIS RE ONTINED IN THIS STNDRD. ENER NOTES. PROVIDE 3-INH ONRETE OVER ON REINFOREMENT RS, EXEPT S NOTED. 2. USE SS EMENT ONRETE f'c = 3000 PSI IN PEDESTS, FOOTINS ND ISSONS. 3. PROVIDE RDE 0 REINFORIN STEE RS THT MEET THE REQUIREMENTS OF STM FOR ONRETE REINFOREMENT. DO NOT WED REINFORIN STEE RS.. RKE-FINISH HORIZONT ONSTRUTION JOINTS, EXEPT S INDITED.. VERIFY DIMENSIONS ND EOMETRY OF THE EXISTIN STRUTURES IN THE FIED S NEESSRY FOR PROPER FIT OF THE PROPOSED ONSTRUTION.. HMFER EXPOSED ONRETE EDES INH Y INH.. DIMENSIONS SHOWN RE HORIZONT, EXEPT S NOTED.. DIMENSIONS RE SED ON NORM TEMPERTURE OF DEREES F.. SPRED FOOTINS MY E ORDERED Y THE ENINEER TO E T NY EEVTION OR OF NY DIMENSIONS NEESSRY TO PROVIDE PROPER FOUNDTION. 0. VNIZE STRUTUR STEE, OTS, NUTS & WSHERS IN ORDNE WITH PU.0 UNESS STINESS STEE OR OTHERWISE INDITED.. PIPE DIMETERS SHOWN UP TO ND INUDIN INHES RE NOMIN DIMETERS. PIPE DIMETERS SHOWN FROM INHES ND UP RE TU DIMETERS.. USE STNDRD SIZE HOE. THE STNDRD HOE DIMETER FOR OTS SMER THN " DIMETER SH E THE NOMIN DIMETER OF THE OT PUS ˆ". FOR OTS " DIMETER ND RER, THE WIDTH OF EH STNDRD HOE SH E THE NOMIN DIMETER OF THE OT PUS ". 3. ER DISTNE ETWEEN OT HOES OR ETWEEN THE OT HOE ND THE END OF THE MEMER IN THE DIRETION OF THE PPIED ERIN FORE SH E HEKED.. PROVIDE NHOR OT HOES " RER THN OT DIMETER.. PROVIDE MINIMUM NHOR OT EMEDMENT ENTH OF NHOR OT DIMETERS.. PROVIDE DOUE NUTS ND WSHER FOR EH NHOR OT.. STEE MEMER OMPONENTS REQUIRIN HRPY V-NOTH TESTIN RE DESINTED ON THE PNS Y (VN), PROVIDE STEE ONFORMIN TO THE VN REQUIREMENTS FOR ZONE 2, NON FRTURE RITI S IVEN IN THE SHTO MTERI SPEIFITIONS. ROUP ODS SHTO SIN SPES. 3. STEE RITERI SHTO SIN SPES. SETION PROPERTIES FOR TUUR SHPES PPENDIX, TE - MXIMUM STRESSES IN TUUR SHPES PPENDIX, TE -2 OWE STRESSES FOR TUUR SHPES. (TE -3) &. OWE STRESSES FOR SIN SUPPORTS. OWE STRESSES FOR SE PTES. OWE STRESSES FOR OMINED STEE STRESS. FTIUE REQUIREMENTS (FTIUE TEORY II) SETION OWE DEFETION 0. PERMNENT MER 0. OWE STRESSES FOR STRUTUR STEE SETION OT RITERI SHTO HIHWY RIDES (U.N.O.) OWE OT STRESSES TE 0.32.3 SIP-RITI OT OWE 0.32.3.2. OT PRYIN TION 0.32.3.3.2 OMINED OT SHER ND TENSION 0.32.3.3.3 OT DESIN RITERI SHTO SIN SPES.. OWE NHOR OT STRESSES SHTO SIN SPES.. ONRETE RITERI SHTO HIHWY RIDES (U.N.O.) OWE ERIN STRESS..2..3 REINFOREMENT TENSIE STRESS..2.2 SHER PITY OF FOOTINS... SHER STRESS IN FOOTINS...2 OWE SHER STRESS... SENDERNESS OF OUMNS...2 MINIMUM REINF. OF FEXUR MEMERS.. SPIN IMITS FOR REINFOREMENT.2 MINIMUM ONRETE OVER DM D.22. PRESSURES FOR EENTRIY ODED FOOTINS FI.... DISTRIUTION OF REINFOREMENT...2.2 FOOTIN STIITY REQUIREMENTS DM D.. TORSION I SETION..3 OUMN DESIN (PEDESTS).. SPRED FOOTINS MXIMUM DESIN PRESSURE. TONS PER SQURE FOOT MINIMUM RE IN ERIN % UNIT WEIHT OF SOI 00 POUNDS PER UI FOOT DRIED SHFTS (ISSONS) DM SE.., PENNDOT OM2 OMPUTER PRORM MXIMUM DESIN PRESSURE. TONS PER SQURE FOOT MXIMUM DESIN TER DISPEMENT 0." MODUUS OF SURDE RETION 0.0 POUNDS PER UI INH UNIT WEIHT OF SOI 00 POUNDS PER UI FOOT NE OF INTERN FRITION 2 OHESION 0 KIPS PER SQURE FOOT NES, SHPES, ND PTES: SHTO M, RDE 3 STM 0, RDE 3 TERNTE PRESS-REK MEMERS: TERNTE PRESS-REK MEMERS MUST HVE THE EQUIVENT STRENTH OF THE MEMER THEY RE REPIN. EQUIVENT RDIUS FOR PRESS-REK MEMERS IS MESURED FROM THE ENTER OF THE MEMER TO THE MID-POINT OF NY HORD OF THE MEMER. MINIMUM THIKNESS OF PRESS-REK MEMERS TO E Š". PENNDOT SIN STRUTURE OMPUTER PRORM OR N PPROVED FINITE EEMENT NYSIS OMPUTER PRORM MUST E RUN TO VERIFY THE DEQUY OF PRESS-REK MEMERS FOR STRENTH ND FTIUE. TERNTE PRESS-REK MEMERS RE ONY PERMITTED FOR OUMNS. PRESS-REK MEMERS RE NOT PERMITTED FOR HORDS. PROVIDE OTS ONFORMIN TO THE FOOWIN: NHOR OTS: STM, F RDE PER PUITION 0 SETION 0.02(c)3. OTS: SHTO M (STM 32) H.S. OTS EXEPT S NOTED DESIN SPEIFITIONS: SHTO "STNDRD SPEIFITIONS FOR STRUTUR SUPPORTS FOR HIHWY SINS, UMINIRES ND TRFFI SINS", 0 WITH URRENT INTERIMS (UNESS NOTED OTHERWISE); SHTO "STNDRD SPEIFITIONS FOR HIHWY RIDES, WITH INTERIMS THROUH ND INUDIN 00; PENNDOT DESIN MNU - PRT, UUST 3 EDITION (INUDIN UUST REVISIONS) FIET WEDS SHOWN RE MINIMUM SIZE UNESS NOTED OTHERWISE. EEND: SHTO SIN SPE: MERIN SSOITION OF STTE HIHWY ND TRNSPORTTION OFFIIS, "STNDRD SPEIFITIONS FOR STRUTUR SUPPORTS FOR HIHWY SINS, UMINIRES ND TRFFI SINS" SHTO HIHWY RIDES: MERIN SSOITION OF STTE HIHWY ND TRNSPORTTION OFFIIS, "STNDRD SPEIFITIONS FOR HIHWY RIDES" DM: PENNSYVNI DEPRTMENT OF TRNSPORTTION, DESIN MNU PRT, STRUTURES U.N.O.: UNESS NOTED OTHERWISE I: MERIN ONRETE INSTITUTE - UIDIN ODE REQUIREMENTS FOR STRUTUR ONRETE WITH OMMENTRY (I 3-). VN: HRPY V-NOTH. SEISMI DESIN RITERI STRUTURES RE DESINED FOR SEISMI EERTION OEFFIIENT = 0. NOTES TO FRITOR DYNMI/VRIE MESSE SINS (DMS/VMS) RE PROHIITED ON 2-POST PNR TRUSS STRUTURE TYPES S PRESENTED IN THESE STNDRDS. OVERHED SIN STRUTURES INTENDED TO RRY DMS/VMS MUST E DESINED Y PROFESSION ENINEER REISTERED IN THE STTE OF PENNSYVNI ND SUMITTED TO THE HIEF RIDE ENINEER FOR REVIEW ND PPROV. DESIN OMPUTTIONS RE REQUIRED FOR NY PORTION OF STRUTURE FOR WHIH THE INFORMTION IS NOT TKEN DIRETY FROM THE ONTRT DRWINS OR THE DETIS ONTINED IN THIS STNDRD. DO NOT VIOTE RITERI USED FOR THE DEVEOPMENT OF THE DESIN TES ON STNDRD DRWIN D-3M ND THE DETIS IN THIS STNDRD. FRITOR TO SEET PNE POINT ONNETION DETI TYPE SED ON MEMER SIZE ND TRUSS ONFIURTION TO ENSURE FIT-UP, FRITION, VNIZIN ND ERETION. T-00 SPIN HRTS/DIRET PPIED ETTERS, NUMERS, & RROWS OMMONWETH OF PENNSYVNI DEPRTMENT OF TRNSPORTTION UREU OF PROJET DEIVERY T-0D T-0E SIN DETIS/FREEWY ND EXPRESSWY UIDE SINS EXTRUDED UMINUM HNNE SIN OVERHED SIN STRUTURES T-0S T- -3M FT SHEET UMINUM SINS WITH EXTRUDED UMINUM STIFFENERS SIN IHTIN REINFOREMENT R FRITION DETIS 2 POST PNR TRUSS SPNS FROM 30' TO 00' R-M SSIFITION OF ERTHWORK FOR STRUTURES R-M TYPE 3 STRON POST UIDE RI NOTES ND DESIN RITERI R-3M TYPE 2 WEK POST UIDE RI R-M RRIER PEMENT T OSTRUTIONS REOMMENDED XXX.XX, REOMMENDED XXX.XX, SHT. OF 0 R-M SINE FE ONRETE RRIER PEMENT T MEDIN PIERS REFERENE DRWINS HIEF RIDE ENINEER DIRETOR, UR. OF PROJET DEIVERY -3M
T #H--00 Step External 2// RDE MIN. VRIES PEDEST OUMN SEE TE "" TYPI SHOUDER VRIE SOPE VRIES INSTTION IN FI EDE OF PVEMENT DEPTH S REQ'D TO OMMODTE UIDERI PEMENT. (SEE R-M OR R-3M) PEDEST RDE SOPE VRIES OUMN SEE TE "" SOPE VRIES TYPI SHOUDER VRIE INSTTION IN UT MIN. SEE R-M FOR EDE OF PVEMENT UIDE RI OVER UNDERROUND STRUTURES. SEE R-M OR R-3M FOR UIDERI DETIS MUST HEK DEQUY FOR FI HEIHTS < 0'-0". EDE OF PVEMENT DEPTH S REQ'D. TO FOOTIN DESIN INFORMTION ON THIS SHEET SED ON 0 FOOT FI HEIHT. DESINER SEE TE "" OMMODTE UIDERI PEMENT. (SEE R-M OR R-3M) VRIE OUMN PEDEST TYPI SHOUDER RDE SOPE VRIES INSTTION IN UT WITH SWE MIN. MEDIN WIDTH VRIES TE "P" R WEIHT ENTH SIZE S./FT..02 " K + 2'-" 2.0 " K + 2'-" 3.00 '- K + 2'-" 0.303 '-" K +.33 '-" K + 3'-0". K '-" PROVIDE HOOK ON "P" RS. "P" RS MY E DOWEED TO FOOTIN USIN SS MIN. P SPIE, HOWEVER NO OMPENSTION WI E OWED FOR DDITION STEE INVOVED. FOOTIN FOOTIN REINFOREMENT PEDEST PEDEST REINFOREMENT OUMN TE "" TYPE 0 0 3 22 DIMENSION '-0" '-0" F '-0" '-0" '-0" '-0" '-0" 3'-0" '-0" '-0" '-0" '-0" '-0" '-0" '-0" '-0" '-0" '-0" '-0" '-0" '-0" '-0" '-0" '-0" '-0" '-0" '-0" '-0" '-0" 2 0 0'-0" '-0" 022 0'-0" 2 02 0'-0" 02 0'-0" 2'-0" '-0" '-0" '-0" '-0" '-0" '-0" '-0" '-0" 2 '-0" 3 3'-0" '-0" 3 3'-0" '-0" 323 3'-0" 23'-0" 32 3'-0" '-0" 2 '-0" 2 '-0" PROVIDE 0 OR 0 HOOKS ON "" ND "T" RS. ENTH FOR "" ND "T" RS DOES NOT INUDE 0 OR 0 HOOK ENTHS. /3 E KEY DETI 2 " ONSTRUTION JOINT U.YDS. "" RS ON. 2 ENTH NO. SIZE NO. SIZE 3.0.0...3.3..3. 0. 0.. 0. 3.3...3.. 3.3...3 2. 0 3 3 3 '-0" '-0".0 22 22 2 2 '-0".0 0. 0.3. 0 22. 22 2 2 22 2 2 23 22. 22 0 23 2. 22 2 2. 2 0 2 2 2. 2 0 2 OUNT ND SIZE OF PEDEST "P" RS TO E SPEIFIED ON THE ONTRT DRWINS, SED ON INFORMTION OTINED FROM DESIN TES ON D-3M, SHTS. ND. EEVTION SHOWN, SETION - SIMIR. '- '- 0'- '- '- '- '- 3'- '- '- 22 '- 22 '- '- 2 '- 2 2'- 30 23'- 3 '- 33 2'- 3 23'- 2'- 0 '- 3'- 22 23'- 33 2'- '- 23 '- 3 '- 32 '- 3 2'- 3 23'- F (F-E) E (F-E) E E "T" RS T T2 NO. SIZE NO.SIZE 0 '- 2 2 2 22'- 3 2 2'- 2 3 2'- 30 3 3 OUMN E ENTH '- '- '- '- '- '- '- '- '- '- '- '- '- '- '- '- '- '- '- '- '- 0'- 0'- 0'- 0'- '- '- '- '- '- '- 3'- '- '- (-E) E (-E) TRUSS DIRETION OF TRUSS SPN E PN OF FOUNDTION E 2'- 2'-" 3'-0" 3'- 3'-" '- '- ( ) ( ) U.YDS. ON. ( ) 0.23 0.2 # RS TYPE "M" # RS TYPE "N" ENTH '-0" '-0" 0.33 0'-0" 0.3 '-0" 0.2 3'-0" 0. '-0" 0. '-0" " " " " " " " 2'- 2'-" 3'- 3'-" 3'-" ENTH '- " '- 2'- '-2 " '-" 0'-" '-" UI YRDS OF ONRETE PER FOOT HEIHT OF PEDEST. " " " " " " '- " '-" '-0 " 2'-0 " 2'- " 2'-ƒ" # RS TYPE "X" ENTH '-" WEIHT OF TYPE "M" R PUS TYPE "N" R (WHERE INDITED) OR TYPE "M" R PUS TYPE "X" RS (SE TYPE "X" ONY) DETI K SEE. DETI DETI JOINT KEY DETI "P" RS SEE ONSTR. EEVTION R TYPE "X" " WITH -"X" RS. 3'-" WEIHT S. ( ) 3 23 R TYPES "M" & "N" NOTE: FOR '- PEDESTS WITH SE TYPE "X" (SEE SHEET ), SUSTITUTE EH "N" R " " RS "T " RS " " RS. TYP. " " RS 2. "T " RS 2 "M" & "N" RS @ " / MX.. SEE DETI "P" RS "T " RS ". DOWN ETWEEN THE TOP ND MIN. RDE " 2 " RS "T 2" RS SETION - # VERTI TIES, R TYPE "X", @ " (MX.) RID PTTERN WITH 3 HOOKS. TERNTE 3 HOOK UP ND OTTOM MTS OF REINFORIN. PEDEST TYPI RDED SEE TE "" MEDIN INSTTION DISTNE = "E" DIMENSION DDITION "M" & "N" RS 3 "M" & "N" RS @ " MX. SP. @ SPIN. " SOPE VRIES -"X" RS @ " / MX. (FOR '- PEDESTS WITH SE TYPE "X" ONY) "M" RS @ " / MX. SS 3 EXVTION. SETION - OMMONWETH OF PENNSYVNI DEPRTMENT OF TRNSPORTTION REOMMENDED EDE OF PVEMENT R FRITION DETIS. "N" RS @ " / MX. (FOR PEDESTS, EXEPT FOR '- WITH SE TYPE "X") SEE STNDRD DRWIN R-M FOR IMITS OF TYPE OF MINIMUM UIDE RI UNOSTRUTED DISTNE 3-S 3-S 3-S 2-W 2-W 2-W MEDIN RRIER. SEE STNDRD DRWIN -3M FOR REINFORIN UREU OF PROJET DEIVERY OVERHED SIN STRUTURES 2 POST PNR TRUSS XXX.XX, REOMMENDED XXX.XX, "P" RS EQUY SPED SPNS FROM 30' TO 00' FOUNDTION DETIS '- 3'-0" '-0" '- '- '-0" FROM K OF UIDE RI POST TO FE OF PEDEST. SHT. 2 OF 0 HIEF RIDE ENINEER DIRETOR, UR. OF PROJET DEIVERY -3M
T #H--00 Step External 2// INFORMTION ONTINED IN THE D-M DESIN TES DESIN TES ON STNDRD DRWIN D-M WERE DEVEOPED USIN OMPUTER PRORM ND RE SED ON THE DESIN RITERI SHOWN ON THIS SHEET, EXEPT, THE MEMER SIZES INDITED DO NOT INUDE THE FTIUE REQUIREMENTS INDITED IN THE DESIN RITERI. THE MEMER SIZES INDITED IN THE DESIN TES SHOUD MEET THE FTIUE REQUIREMENTS FOR FTIUE TEORY III. THE DESINER MUST HEK THE DEQUY OF THE MEMER SIZES INDITED WHEN THE FTIUE TEORY IS SPEIFIED TO E I OR II FOR THE PROJET. THE SPN RNES INUDED ON STNDRD DRWIN D-M RE S FOOWS: D-M: TWO-POST TRI-HORD TRUSS, SPNS FROM 0' TO 00'. FOUR-POST TRI-HORD TRUSS, SPNS FROM 0' TO 0'. THE DESIN TES INUDE MEMER SIZES FOR THE STRUTURES FOR VRIOUS OMINTIONS OF OUMN HEIHT, SPN ENTH, ND SIN RE. THEY SO INUDE SPRED FOOTIN DESINS. TERNTE ISSON FOUNDTIONS RE PERMITTED, HOWEVER, THE REQUIRED ISSON EMEDMENT ND REINFOREMENT MUST E DESINED Y PROFESSION ENINEER REISTERED IN THE STTE OF PENNSYVNI. THE DESIN OMPUTTIONS MUST E SUMITTED TO THE DISTRIT RIDE ENINEER FOR REVIEW ND PPROV. THE ORRESPONDIN FRITION ND ONSTRUTION DETIS RE ONTINED IN THIS STNDRD. ENER NOTES. PROVIDE 3-INH ONRETE OVER ON REINFOREMENT RS, EXEPT S NOTED. 2. USE SS EMENT ONRETE f'c = 3000 PSI IN PEDESTS, FOOTINS ND ISSONS. 3. PROVIDE RDE 0 REINFORIN STEE RS THT MEET THE REQUIREMENTS OF STM FOR ONRETE REINFOREMENT. DO NOT WED REINFORIN STEE RS.. RKE-FINISH HORIZONT ONSTRUTION JOINTS, EXEPT S INDITED.. VERIFY DIMENSIONS ND EOMETRY OF THE EXISTIN STRUTURES IN THE FIED S NEESSRY FOR PROPER FIT OF THE PROPOSED ONSTRUTION.. HMFER EXPOSED ONRETE EDES INH Y INH.. DIMENSIONS SHOWN RE HORIZONT, EXEPT S NOTED.. DIMENSIONS RE SED ON NORM TEMPERTURE OF DEREES F.. SPRED FOOTINS MY E ORDERED Y THE ENINEER TO E T NY EEVTION OR OF NY DIMENSIONS NEESSRY TO PROVIDE PROPER FOUNDTION. 0. VNIZE STRUTUR STEE, OTS, NUTS & WSHERS IN ORDNE WITH PU. 0 UNESS STINESS STEE OR OTHERWISE INDITED.. PIPE DIMETERS SHOWN UP TO ND INUDIN INHES RE NOMIN DIMETERS. PIPE DIMETERS SHOWN FROM INHES ND UP RE TU DIMETERS.. USE STNDRD SIZE HOE. THE STNDRD HOE DIMETER FOR OTS SMER THN " DIMETER SH E THE NOMIN DIMETER OF THE OT PUS ˆ". FOR OTS " DIMETER ND RER, THE WIDTH OF EH STNDRD HOE SH E THE NOMIN DIMETER OF THE OT PUS ". 3. ER DISTNE ETWEEN OT HOES OR ETWEEN THE OT HOE ND THE END OF THE MEMER IN THE DIRETION OF THE PPIED ERIN FORE SH E HEKED.. PROVIDE NHOR OT HOES " RER THN OT DIMETER.. PROVIDE MINIMUM NHOR OT EMEDMENT ENTH OF NHOR OT DIMETERS.. PROVIDE DOUE NUTS ND WSHER FOR EH NHOR OT.. STEE MEMER OMPONENTS REQUIRIN HRPY V-NOTH TESTIN RE DESINTED ON THE PNS Y (VN), PROVIDE STEE ONFORMIN TO THE VN REQUIREMENTS FOR ZONE 2, NON FRTURE RITI S IVEN IN THE SHTO MTERI SPEIFITIONS. DESIN RITERI FOR PENNDOT SIN STRUTURES DED ODS PENNDOT STD. DWS. (U.N.O.) SIN PNES T-0E OR T-0S IHT FIXTURES -M, SHT. SIN SUPPORT EM -M, SHT. OUMNS, HORDS UTED INTERNY WITHIN PRORM T WK -M, SHT. 0 EXTERN ODS SHTO SIN SPES. IE OD 3. WIND OD PPENDIX, SETION.3, EQ. -, WITH 0 MPH WIND ND 30% UST FTOR ROUP ODS SHTO SIN SPES. 3. STEE RITERI SHTO SIN SPES. SETION PROPERTIES FOR TUUR SHPES PPENDIX, TE - MXIMUM STRESSES IN TUUR SHPES PPENDIX, TE -2 OWE STRESSES FOR TUUR SHPES. (TE -3) &. OWE STRESSES FOR SIN SUPPORTS. OWE STRESSES FOR SE PTES. OWE STRESSES FOR OMINED STEE STRESS. FTIUE REQUIREMENTS (FTIUE TEORY II) SETION OWE DEFETION 0. PERMNENT MER 0. OWE STRESSES FOR STRUTUR STEE SETION OT RITERI SHTO HIHWY RIDES (U.N.O.) OWE OT STRESSES TE 0.32.3 SIP-RITI OT OWE 0.32.3.2. OT PRYIN TION 0.32.3.3.2 OMINED OT SHER ND TENSION 0.32.3.3.3 OT DESIN RITERI SHTO SIN SPES.. OWE NHOR OT STRESSES SHTO SIN SPES.. ONRETE RITERI SHTO HIHWY RIDES (U.N.O.) OWE ERIN STRESS..2..3 REINFOREMENT TENSIE STRESS..2.2 SHER PITY OF FOOTINS... SHER STRESS IN FOOTINS...2 OWE SHER STRESS... SENDERNESS OF OUMNS...2 MINIMUM REINF. OF FEXUR MEMERS.. SPIN IMITS FOR REINFOREMENT.2 MINIMUM ONRETE OVER DM D.22. PRESSURES FOR EENTRIY ODED FOOTINS FI.... DISTRIUTION OF REINFOREMENT...2.2 FOOTIN STIITY REQUIREMENTS DM D.. TORSION I SETION..3 OUMN DESIN (PEDESTS).. SPRED FOOTINS MXIMUM DESIN PRESSURE. TONS PER SQURE FOOT MINIMUM RE IN ERIN % UNIT WEIHT OF SOI 00 POUNDS PER UI FOOT DRIED SHFTS (ISSONS) DM SE.., PENNDOT OM2 OMPUTER PRORM MXIMUM DESIN PRESSURE. TONS PER SQURE FOOT MXIMUM DESIN TER DISPEMENT 0." MODUUS OF SURDE RETION 0.0 POUNDS PER UI INH UNIT WEIHT OF SOI 00 POUNDS PER UI FOOT NE OF INTERN FRITION 2 OHESION 0 KIPS PER SQURE FOOT ONSTRUTION ENER NOTES MTERIS ND WORKMNSHIP: PROVIDE MTERIS ND WORKMNSHIP IN ORDNE WITH THE URRENT VERSIONS OF THE PENNSYVNI DEPRTMENT OF TRNSPORTTION PUITION 0, SHTO/WS WEDIN ODE D., ONTRT SPEI PROVISIONS, ND SHTO "STNDRD SPEIFITIONS FOR STRUTUR SUPPORTS FOR HIHWY SINS, UMINIRES ND TRFFI SINS". USE SHTO/WS D. FOR WEDIN NOT OVERED IN SHTO/WS D.. PROVIDE STRUTUR STEE ONFORMIN TO THE FOOWIN: OUMNS & PIPE HORDS: SEE PUITION 0, SETION.2. NES, SHPES, ND PTES: SHTO M, RDE 3 STM 0, RDE 3 TERNTE PRESS-REK MEMERS: TERNTE PRESS-REK MEMERS MUST HVE THE EQUIVENT STRENTH OF THE MEMER THEY RE REPIN. EQUIVENT RDIUS FOR PRESS-REK MEMERS IS MESURED FROM THE ENTER OF THE MEMER TO THE MID-POINT OF NY HORD OF THE MEMER. MINIMUM THIKNESS OF PRESS-REK MEMERS TO E Š". PENNDOT SIN STRUTURE OMPUTER PRORM OR N PPROVED FINITE EEMENT NYSIS OMPUTER PRORM MUST E RUN TO VERIFY THE DEQUY OF PRESS-REK MEMERS FOR STRENTH ND FTIUE. TERNTE PRESS-REK MEMERS RE ONY PERMITTED FOR OUMNS. PRESS-REK MEMERS RE NOT PERMITTED FOR HORDS. PROVIDE OTS ONFORMIN TO THE FOOWIN: NHOR OTS: STM, F RDE PER PUITION 0 SETION 0.02(c)3. OTS: SHTO M (STM 32) H.S. OTS EXEPT S NOTED DESIN SPEIFITIONS: SHTO "STNDRD SPEIFITIONS FOR STRUTUR SUPPORTS FOR HIHWY SINS, UMINIRES ND TRFFI SINS", 0 WITH URRENT INTERIMS (UNESS NOTED OTHERWISE); SHTO "STNDRD SPEIFITIONS FOR HIHWY RIDES, WITH INTERIMS THROUH ND INUDIN 00; PENNDOT DESIN MNU - PRT, UUST 3 EDITION (INUDIN UUST REVISIONS) FIET WEDS SHOWN RE MINIMUM SIZE UNESS NOTED OTHERWISE. EEND: SHTO SIN SPE: MERIN SSOITION OF STTE HIHWY ND TRNSPORTTION OFFIIS, "STNDRD SPEIFITIONS FOR STRUTUR SUPPORTS FOR HIHWY SINS, UMINIRES ND TRFFI SINS" SHTO HIHWY RIDES: MERIN SSOITION OF STTE HIHWY ND TRNSPORTTION OFFIIS, "STNDRD SPEIFITIONS FOR HIHWY RIDES" DM: PENNSYVNI DEPRTMENT OF TRNSPORTTION, DESIN MNU PRT, STRUTURES U.N.O.: UNESS NOTED OTHERWISE I: MERIN ONRETE INSTITUTE - UIDIN ODE REQUIREMENTS FOR STRUTUR ONRETE WITH OMMENTRY (I 3-). VN: HRPY V-NOTH. SEISMI DESIN RITERI STRUTURES RE DESINED FOR SEISMI EERTION OEFFIIENT = 0. NOTES TO FRITOR DYNMI/VRIE MESSE SINS (DMS/VMS) RE PROHIITED ON 2-POST ND -POST TRI-HORD TRUSS STRUTURE TYPES S PRESENTED IN THESE STNDRDS. OVERHED SIN STRUTURES INTENDED TO RRY DMS/VMS MUST E DESINED Y PROFESSION ENINEER REISTERED IN THE STTE OF PENNSYVNI ND SUMITTED TO THE HIEF RIDE ENINEER FOR REVIEW ND PPROV. DESIN OMPUTTIONS RE REQUIRED FOR NY PORTION OF STRUTURE FOR WHIH THE INFORMTION IS NOT TKEN DIRETY FROM THE ONTRT DRWINS OR THE DETIS ONTINED IN THIS STNDRD. DO NOT VIOTE RITERI USED FOR THE DEVEOPMENT OF THE DESIN TES ON STNDRD DRWIN D-M ND THE DETIS IN THIS STNDRD. FRITOR TO SEET PNE POINT ONNETION DETI TYPE SED ON MEMER SIZE ND TRUSS ONFIURTION TO ENSURE FIT-UP, FRITION, VNIZIN ND ERETION. T-00 SPIN HRTS/DIRET PPIED ETTERS, NUMERS, & RROWS OMMONWETH OF PENNSYVNI DEPRTMENT OF TRNSPORTTION UREU OF PROJET DEIVERY T-0D T-0E SIN DETIS/FREEWY ND EXPRESSWY UIDE SINS EXTRUDED UMINUM HNNE SIN OVERHED SIN STRUTURES T-0S FT SHEET UMINUM SINS WITH EXTRUDED UMINUM STIFFENERS T- -3M SIN IHTIN REINFOREMENT R FRITION DETIS NOTES ND DESIN RITERI R-M R-M R-3M SSIFITION OF ERTHWORK FOR STRUTURES TYPE 3 STRON POST UIDE RI TYPE 2 WEK POST UIDE RI 2 POST ND POST TRI-HORD TRUSS SPNS FROM 0' TO ' R-M R-M RRIER PEMENT T OSTRUTIONS SINE FE ONRETE RRIER PEMENT T MEDIN PIERS REOMMENDED XXX.XX, REOMMENDED XXX.XX, SHT. OF REFERENE DRWINS HIEF RIDE ENINEER DIRETOR, UR. OF PROJET DEIVERY -M
T #H--00 Step External 2// RDE MIN. VRIES PEDEST OUMN SEE TE "" TYPI SHOUDER VRIE SOPE VRIES INSTTION IN FI EDE OF PVEMENT DEPTH S REQ'D TO OMMODTE UIDERI PEMENT. (SEE R-M OR R-3M) PEDEST RDE SOPE VRIES OUMN SEE TE "" TYPI SHOUDER VRIE SOPE VRIES INSTTION IN UT MIN. SEE R-M FOR EDE OF PVEMENT UIDE RI OVER UNDERROUND STRUTURES. SEE R-M OR R-3M FOR UIDERI DETIS EDE OF PVEMENT DEPTH S REQ'D. TO SEE TE "" OMMODTE UIDERI PEMENT. (SEE R-M OR R-3M) VRIE OUMN PEDEST TYPI SHOUDER INSTTION IN UT WITH SWE MIN. RDE SOPE VRIES TE "P" R WEIHT ENTH SIZE S./FT..02 " K + 2'-" 2.0 " K + 2'-" 3.00 '- K + 2'-" 0.303 '-" K +.33 '-" K + 3'-0". K '-" PROVIDE HOOK ON "P" RS. "P" RS MY E DOWEED TO FOOTIN USIN SS MIN. P SPIE, HOWEVER NO OMPENSTION WI E OWED FOR DDITION STEE INVOVED. FOOTIN DESIN INFORMTION ON THIS SHEET SED ON 0 FOOT FI HEIHT. DESINER MUST HEK DEQUY FOR FI HEIHTS <0'-0". TE "" TYPE OF MINIMUM UIDE RI UNOSTRUTED DISTNE MEDIN WIDTH VRIES 3-S '- FOOTIN FOOTIN REINFOREMENT PEDEST 2 POST PEDEST REINFOREMENT OUMN 3-S 3'-0" TYPE 3 DIMENSION U.YDS. "" RS "T" RS ON. 2 T T2 F ENTH ENTH NO. SIZE NO. SIZE NO. SIZE NO. SIZE '-0" '-0". 0'- '- '-0" 3'-0". '- 3 0 '- '-0" '-0".3 3'- '- '-0" '-0". '- '- '-0" '-0" 0. 3 '- 2 '- '-0" '-0" 0. 3 '- '- '-0" '-0".0 '- 23 '- E 2'- 2'-" 3'-0" 3'- 3'-" '- '- U.YDS. # RS TYPE "M" # RS TYPE "N" ON. ( ) ENTH ENTH 0.23 '-0" " '- " " '- " 0.2 '-0" " 2'- '- " '-" 0.33 0'-0" " 2'- '-2 " " '-0 " 0.3 '-0" " 2'-" '-" " 2'-0 " 0.2 3'-0" " 3'- 0'-" " 2'- " 0. '-0" " 3'-" '-" " 2'-ƒ" 0. '-0" " 3'-" # RS TYPE "X" ENTH '-" " 3'-" WEIHT S. () 3 23 PEDEST SEE TE "" VRIE SOPE VRIES EDE OF PVEMENT 3-S 2-W 2-W 2-W MEDIN RRIER '-0" '- '- '-0" FROM K OF UIDE RI POST TO FE OF PEDEST. 22 '-0" 2. 2'- 30 '- ( ) UI YRDS OF ONRETE PER FOOT HEIHT OF PEDEST. RDE 2 00 '-0" 0'-0" 0'-0".0. 0 23'- '- 3 '- '- () WEIHT OF TYPE "M" R PUS TYPE "N" R (WHERE INDITED) OR TYPE "M" R PUS TYPE "X" RS (SE TYPE "X" ONY) "N" RS @ " / MX. (FOR PEDESTS, EXEPT FOR '- WITH SE TYPE "X") 0 0'-0" '-0" 0 0'-0" '-0" 3.3. '- 2 '- 33 '- '- 0 0'-0" '-0" 022 0'-0" 2 023 0'-0" 23'-0" 02 0'-0" 02 0'-0" 2'-0" '-0" '-0" '-0" '-0" '-0"..3.0..3... 2 22 0 0 2 '- 3 2'- 0 22'- 23'- 2 2'- '- 3'- 22 '- 3 '- '- '- '- '- 0'- 0'- 0'- DETI DETI R TYPE "X" R TYPES "M" & "N" MIN. -"X" RS @ " / MX. (FOR '- PEDESTS WITH SE TYPE "X" ONY) TYPI RDED MEDIN INSTTION "M" RS @ " / MX.. "P" RS EQUY SPED '-0". 0 23'- 3 0'- 3 '-0" 3'-0" '-0" '-0". 3.3 22 '- 23 '- 2 '- '- SETION - '-0" '-0".2 22 '- 2 '- '-0" '-0" 2 '-0".. 2 2 '- 33 '- 0 2 '- '- 3 3'-0" '-0". 2 22 '- 3 3 3'-0" '-0".3 22 22 '- 2 323 3'-0" 23'-0" 22. 22 0 23 22'- 3 2 '-0" '-0". 23 2 '- 32 23 0 '-0" '-0". 2 2 '- 3 2 '-0" 2. 2 23 '- 3 2 3 '-0" 23'-0" 23. 2 2 22'- 2 2 '-0" '-0". 2 22 '- 32 23 '-0" '-0".0 2 30 '- 2 30 2 '-0" 2 2. 2 2 2'- 3 3 '-0" 2. 2 0 2 23'- 2 '-0" '-0" 23. 2 2 '- 3 3 22 '-0" 2 2. 2 2 2'- 3 32 2 '-0" 2. 2 0 2 23'- 3 2 '-0" 2'-0" 30. 2 2 2'- 2 0 '-0" '-0" 2.2 30 2 '- 3 '-0" 2.0 30 2 '- 3 2 '-0" '-0" 23. 32 2 '- 2 PROVIDE 0 OR 0 HOOKS ON "" ND "T" RS. ENTH FOR "" ND "T" RS DOES NOT INUDE 0 OR 0 HOOK ENTHS. '- '- '- 3'- 3'- 3'- 3'- '- '- '- '- '- '- '- '- '- '- '- F (F-E) E (F-E) E E OUMN DIRETION OF TRUSS SPN E (-E) E (-E) PN OF FOUNDTION 2 " " /3 E " E TRUSS SEE K DETI. "P" RS SEE ONSTR. JOINT KEY DETI " " RS "T " RS " " RS. TYP. "T 2" RS " " RS 2 NOTE: FOR '- PEDESTS WITH SE TYPE "X" (SEE SHEET ), SUSTITUTE EH "N" R WITH -"X" RS.. "M" & "N" RS @ " / MX.. SEE DETI "P" RS "T " RS ". " 2 " RS "T 2" RS SETION - DISTNE = "E" DIMENSION DDITION "M" & "N" RS 3 "M" & "N" RS @ SPIN. @ " MX. SP. " SEE STNDRD DRWIN -3M FOR REINFOREMENT R FRITION DETIS. SEE STNDRD DRWIN R-M FOR IMITS OF SS 3 EXVTION. OMMONWETH OF PENNSYVNI DEPRTMENT OF TRNSPORTTION UREU OF PROJET DEIVERY OVERHED SIN STRUTURES 2 POST TRI-HORD TRUSS SPNS FROM 0' TO 00' FOUNDTION DETIS OUNT ND SIZE OF PEDEST DETI "P" RS TO E SPEIFIED ON THE ONTRT DRWINS, SED ON INFORMTION OTINED FROM DESIN TES ON D-M, SHEETS,, ND. ONSTRUTION JOINT KEY DETI EEVTION SHOWN, SETION - SIMIR. EEVTION # VERTI TIES, R TYPE "X", @ " (MX.) RID PTTERN WITH 3 HOOKS. TERNTE 3 HOOK UP ND DOWN ETWEEN THE TOP ND OTTOM MTS OF REINFORIN. REOMMENDED XXX.XX, REOMMENDED XXX.XX, HIEF RIDE ENINEER DIRETOR, UR. OF PROJET DEIVERY SHT. 2 OF -M