See Detail C 1. 30'' Long Tie Bar. at 12'' Centers 'DW' 3. Pavement Edge. 24'' min. Plastic or Tarpaper Wrapped. Header Block

Transcription

1 See Detail C See dowel assemblies for fabrication details. '' PIN JOIN (butting Pavement Slabs) 0 ong ie ar at Centers 'DW' DY'S WORK JOIN(Non-working) 7 See ar Size able. ocate 'DW' joint at a mid-panel location between future 'C' or 'CD' joints. Place no closer than feet to a 'C' or 'CD' joint. Place bars within the limits shown under dowel assemblies. See Detail or Pavement Edge Header oard min. Edge with / inch tool for length of joint. For H joint, remove header block and board when second slab is placed. Plastic or arpaper Wrapped / 6 Unless otherwise specified, use 'CD' transverse contraction joints in mainline pavement when is greater or equal to inches. Use 'C' joints when is less than inches. 'C' 6 CONRCION JOIN 0 ong ie ar at Centers 'H' HEDER JOIN (End Rigid Pavement) Header lock 7 'R' joint may be used in lieu of 'DW' joint at the end of the days work. Remove any pavement damaged due to the drilling at no additional cost to the Contracting uthority. op of Curb See Detail or Pavement Edge 9 min.9 min. See Detail C op of Slab ong Dowel at Centers 'CD' 6 DOWEED CONRCION JOIN Hole Diameter arger than Dowel 'RD' UING PVEMEN JOIN ong Dowel at Centers 0 ong ie ar at Centers 'DW - CG' DY'S WORK JOIN CUR ND GUER UNI EGEND FIGURE SHEE OF 0 ong ie ar at Centers 'C' See Detail or IED CONRCION JOIN RNSVERSE CONRCION Pavement Edge 9 min. min. Hole Diameter arger than ie ar 'R' UING PVEMEN JOIN RIGID IE ong ie ar at Centers FIGURE SNDRD ROD PN JOINS PV-0 SHEE of S: Revised notes and on pages 6 and 7 to align with current industry SUDS DIRECOR DESIGN MEHODS ENGINEER

2 Joint Sealant Material ± Saw Cut 6 Saw 'CD' joint to a depth of / ± /; saw 'C' joint to a depth of / ± /. / 9 ± 9 When tying into old pavement, represents the depth of sound PCC. / R PCEMEN (pplies to all joints unless otherwise detailed.) Saw Cut ottom of Saw Cut Joint Sealant Material op of Curb Saw Cut op of Slab (Saw cut formed by conventional concrete sawing equipment.) Joint Sealant Material ± ± DEI to Saw Cut 6 R SIZE E Dowel ie ar Diameter Size < #6 = but < 0 = 0 #0 # 'C' JOIN IN CUR (Match 'C', 'CD', or 'C' joint in pavement.) DEI (Saw cut formed by approved early concrete sawing equipment.) FIGURE SHEE OF " to ± Saw Cut op of Pavement Joint Sealant Material 6 Sealant ± ± Saw Cut SECION - (Detail at Edge of Pavement) DEI C RNSVERSE CONRCION EGEND FIGURE SNDRD ROD PN JOINS PV-0 SHEE of S: Revised notes and on pages 6 and 7 to align with current industry SUDS DIRECOR DESIGN MEHODS ENGINEER

3 See Detail C '' PIN JOIN (butting Pavement Slabs) # ars, 0" ong at See Detail E " Centers # ars at 'KS-' Centers [Single Reinforced Pavement (ridge pproach)] 0 ar supports may be necessary for fixed form paving to ensure the bar remains in a horizontal position in the plastic concrete. Sawing or sealing of joint not required. he following joints are interchangeable, subject to the pouring sequence: '-', '-', and 'K-' 'K-' and '-' 'K-' and '-' See Detail D-, D-, or D- '' UING PVEMEN JOIN - RIGID IE Joint ars ar ength and Spacing < '-' # 6 ong at 0 Centers = '-' # 6 ong at 0 Centers See Detail E # ars at Centers # ars 0" ong at " Centers #6 ars at Centers # ars at Centers # ars at Centers Joint ars '' CONRCION JOIN < '-' # 6 ong at 0 Centers ar ength and Spacing Dia. Hole for - and - Joint Dia. Hole for - Joint 9 min. min. 'KS-' [Double Reinforced Pavement (ridge pproach)] = '-' '-' # 6 ong at 0 Centers 6 ong at Centers '' UING PVEMEN JOIN - RIGID IE (Drilled) See Detail E Joint ars ar ength and Spacing EGEND FIGURE SHEE OF < '-' # ong at 0 Centers '-' ong at 0 Centers = # '-' ong at Centers See Detail D-, D-, or D- See Detail E 'K' KEYED JOIN FOR DJCEN SS (Where is or more) 'K' 0 UING PVEMEN JOIN - KEYWY IE Joint ars ar ength and Spacing < 'K-' # 0 ong at 0 Centers 'K-' 0 ong at 0 Centers = # 'K-' 0 ong at Centers ONGIUDIN CONRCION FIGURE SNDRD ROD PN JOINS PV-0 SHEE of S: Revised notes and on pages 6 and 7 to align with current industry SUDS DIRECOR DESIGN MEHODS ENGINEER

4 ± Saw Cut 6 9 When tying into old pavement, represents the depth of sound PCC. Sealant or cleaning not required. / / IE R PCEMEN (pplies to all joints unless otherwise detailed.) 9 / ± DEI D- (Required when specified in the contract documents.) / + or - DEI E KEYWY DIMENSIONS Keyway ype Pavement hickness Joint Sealant Material ± Saw Cut 6 Joint Sealant Material to Saw Cut 6 Standard Narrow or greater ess than / ± / ± EGEND FIGURE DEI D- (Required when the Department of ransportation is not the Contracting uthority, or when specified in the contract documents) DEI D- (Required when the Department of ransportation is the Contracting uthority, or when specified in the contract documents) FIGURE SNDRD ROD PN PV-0 SHEE of S: Revised notes and on pages 6 and 7 to align with current industry SHEE OF ONGIUDIN CONRCION SUDS DIRECOR JOINS DESIGN MEHODS ENGINEER

5 FIGURE See Detail F / 'CF' JOIN YPE WIDH CF- " CF- CF- CF- Joints able) / (pplies to all joints unless otherwise detailed.) SHEE OF Width (See table below) DOWE PCEMEN 'E' See Detail H Resilient Nominal EXPNSION JOIN Detail F or Detail G (See Doweled Expansion ong Dowel at Centers op of Slab op of Slab Width 'ED', 'EE', 'EF' op of Curb hru Curb op of Curb op of Slab Match 'E' Joint in Pavement DOWEED EXPNSION JOIN Material 6 (See Doweled Expansion Joints able) 'E' JOIN IN CUR op of Curb Nominal (View at ack of Curb) 'EE' JOIN IN CUR Nominal (View at ack of Curb) 'ES' JOIN IN CUR hru Curb Resilient 6 Flexible Foam Curb Resilient Slab (View at ack of Curb) (See Doweled Expansion Joints able) Joint Sealant (See Detail F) SECION - DEI F Joint Sealant Material DEI G DEI H Joint Filler 6 7 Joint Sealant Material See ar Size able. Edge with / inch tool for length of joint indicated if formed; edging not required when cut with diamond blade saw. Flexible Foam Joint Sealant Material EXPNSION See Dowel ssemblies for fabrication details and placement limits. Coat the free end of dowel bar to prevent bond with pavement. t intake locations, dowel bars may be cast-in-place. Predrill or preform holes in joint material for appropriate dowel size. Compact tire buffings by spading with a square-nose shovel. " plywood or pressed wood spacer required for 'EF' joint. 6 7 ire uffings YPE ED EE EF DOWEED EXPNSION JOINS Dowel Diameter WIDH EGEND FIGURE FIER MERI6 R SIZE E < Resilient (Detail F) Flexible Foam (Detail F) Flexible Foam (Detail G) = but < 0 SNDRD ROD PN = PV-0 SHEE of S: Revised notes and on pages 6 and 7 to align with current industry SUDS DIRECOR JOINS 7 DESIGN MEHODS ENGINEER

6 CONRCION JOINS Use inch long dowel bars with a tolerance of ± / inch. Ensure the centerlines of individual dowels are parallel to the other dowels in the assembly within ± / inch. 6 '-0 ± for '-0 Pavement '-0 ± for '-0 Pavement 9 Use wires with a minimum tensile strength of 0 ksi. 0 Details apply to both transverse contraction and expansion joints. Weld alternately throughout. ie Wire ie Wire PN Side Rails ie Wire 0.06 inch diameter wire. Wire sizes shown are the minimum required. Maximum 0.77 inch diameter wire, welded or friction fit to upper side rail, both sides. Measured from the centerline of dowel bar to bottom of lower side rail + / inch. Spaces between dowel bars are nominal dimensions with a allowable tolerance. Per lane width, install a minimum of anchor pins evenly spaced ( per side), to prevent movement of assembly during construction. nchor assemblies placed on pavement or PCC base with devices approved by the Engineer. Side Rails 6 EEVION eg 6 If dowel basket assemblies are required for curbed pavements, the assembly length is based on the jointing layout. See PV-0, sheet. op of Pavement 0 C Contraction Joint and ssembly 0 Ensure dowel basket assembly centerline is within inches of the intended joint location longitudinally and has no more than / inch horizontal skew from end of basket to end of basket. FIGURE SHEE 6 OF eg ie Wire nchor Pins ONGIUDIN SECION min. oth Sides DH 9 0 DOWE SSEMIES DOWE HEIGH ND DIMEER DH 7 to 7 to 9 0 to to 6 Diameter FIGURE SNDRD ROD PN JOINS PV-0 SHEE 6 of S: Revised notes and on pages 6 and 7 to align with current industry SUDS DIRECOR DESIGN MEHODS ENGINEER

7 EXPNSION JOINS 6 '-0 ± for '-0 Pavement '-0 ± for '-0 Pavement ie Wire ie Wire Retainer Rails ie Wire 9 Use inch long dowel bars with a tolerance of ± / inch. Ensure the centerlines of individual dowels are parallel to the other dowels in the assembly within ± / inch. Use wires with a minimum tensile strength of 0 ksi. 0 Details apply to both transverse contraction and expansion joints. Weld alternately throughout. 7 PN 7 Side Rails inch diameter wire. Wire sizes shown are the minimum required. Spaces between dowel bars are nominal dimensions with a allowable tolerance. Maximum 0.77 inch diameter wire, welded or friction fit to upper side rail, both sides. Measured from the centerline of dowel bar to bottom of lower side rail + / inch. Retainer Rail op of Pavement eg Side Rails 6 EEVION 0 C Expansion Joint and ssembly X Retainer Rails 6 Per lane width, install a minimum of anchor pins evenly spaced ( per side), to prevent movement of assembly during construction. nchor assemblies placed on pavement or PCC base with devices approved by the Engineer. If dowel basket assemblies are required for curbed pavements, the assembly length is based on the jointing layout. See PV-0, sheet. FIGURE SHEE 7 OF pproved Expansion ube eg X ie Wire nchor Pins SECION HRU EXPNSION JOIN Joint ype ED EE EF JOIN OPENING ND EXPNSION UE EXENSION X Minimum DH min. oth Sides ube ength DOWE SSEMIES DOWE HEIGH ND DIMEER 9 0 DH 7 to 7 to 9 0 to to 6 Diameter 7 0 Clip and remove center portion of tie during field assembly. / inch diameter wire. Ensure dowel basket assembly centerline is within inches of the intended joint location longitudinally and has no more than / inch horizontal skew from end of basket to end of basket. FIGURE SNDRD ROD PN JOINS PV-0 SHEE 7 of S: Revised notes and on pages 6 and 7 to align with current industry SUDS DIRECOR DESIGN MEHODS ENGINEER

8 min. Use inch long dowel bars with a tolerance of ± / inch. Ensure the centerlines of individual dowels are parallel to the other dowels in the assembly within ± / inch. 9 9 Use wires with a minimum tensile strength of 0 ksi. OPION EG SHPES nchor Pin #/0 Gauge Wire (0.06" diameter) NCHOR PIN min. 0 9 Details apply to both transverse contraction and expansion joints. Diameter of bend around dowel is dowel diameter + / to /6 inches. For uniform lane widths: " - 6". For taper and variable width pavements: " - ". ack of Curb ongitudinal Joint op of Pavement Edge of Pavement Centerline Joint Gutterline Joint 6 6 PCEMEN IMIS (Rural Section) PCEMEN IMIS (Curb and Gutter - Gutterline Jointing) ack of Curb / or / Point ongitudinal Joint FIGURE SHEE OF D + 6 " max. D 9 END ROUND DOWE '-0" PCEMEN IMIS (Curb and Gutter - / or / Point Jointing) 9 0 DOWE SSEMIES FIGURE SNDRD ROD PN JOINS PV-0 SHEE of S: Revised notes and on pages 6 and 7 to align with current industry SUDS DIRECOR DESIGN MEHODS ENGINEER