See Detail C 1. 30'' Long Tie Bar. at 12'' Centers 'DW' 3. Pavement Edge. 24'' min. Plastic or Tarpaper Wrapped. Header Block
|
|
- Tyler Fleming
- 6 years ago
- Views:
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
Table 5G-2.01: Transverse Joint Requirements. Transverse Joint Type 6 C 12 7 C 15 8 CD CD CD 1 20
Design Manual Chapter 5 - Roadway Design 5G - PCC Pavement Joints 5G-2 Types of Joints A. Jointing PCC pavement joints are necessary primarily to control the location of cracks that occur from natural
More informationAMENDMENTS Manual of STANDARD SPECIFICATIONS. Adopted by Standard Specifications Committee. Amendment. No. 6. Published by
AMENDMENTS to 2012 Manual of STANDARD SPECIFICATIONS Adopted by Standard Specifications Committee Amendment No. 6 Published by Utah LTAP Center Utah State University 8305 Old Main Hill Logan UT 84322-8205
More informationSection 914. JOINT AND WATERPROOFING MATERIALS
914.01 Section 914. JOINT AND WATERPROOFING MATERIALS 914.01. General Requirements. Joint and waterproofing material for use in concrete construction must meet the requirements of this section. 914.02.
More informationKANSAS DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION TO THE STANDARD SPECIFICATIONS, 2007 EDITION
Sheet 1 of 7 KANSAS DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION TO THE STANDARD SPECIFICATIONS, 2007 EDITION SECTION 502 PORTLAND CEMENT CONCRETE PAVEMENT (NON-QC/QA) Page 500-20, subsection 502.2.
More informationJointing Rural Intersections
Design Manual Chapter 5 - Roadway Design 5G - PCC Pavement Joints 5G-4 Jointing Rural Intersections This section describes how to joint rural intersections by following the guidelines outlined in Iowa
More information4.1. Foremen 4.2. Concrete plant manager 4.3. Concrete plant operator 4.4. Personnel performing saw cutting and joint sealing
10-1. JOINTED PLAIN CONCRETE PAVEMENT GENERAL Summary This work includes constructing jointed plain concrete pavement. Comply with Section 40, "Concrete Pavement," of the Standard Specifications. Submittals
More informationGLOSSARY OF TERMS SECTION 8
GLOSSARY OF TERMS SECTION 8 Anchor Bolt Angle Base Plate Bay Blocking CCB Centerline Chord Cladding Clip Closure Strip An A-307 steel bolt embedded in the concrete footing to anchor the base plate of the
More informationSession 8: Load Transfer Restoration. (Dowel Bar Retrofit, Cross-Stitching, and Slot Stitching)
Session 8: Load Transfer Restoration (Dowel Bar Retrofit, Cross-Stitching, and Slot Stitching) Learning Outcomes 1. List benefits and applications of dowel bar retrofit (DBR), cross stitching, and slot
More informationIGGA Guide Specification: Dowel Bar Retrofit (DBR) Introduction
IGGA Guide Specification: Dowel Bar Retrofit (DBR) Introduction This standard developed by the International Grooving and Grinding Association (IGGA) specifies the procedures for construction of dowel
More information² TL Beton-StB 07 = German technical conditions for construction materials for concrete road pavements
Introduction A transverse joint frequently crossed by heavy goods traffic tends to form steps if it not perfectly doweled. This is associated with negative effects on ride comfort and driving safety as
More informationALUMINUM PIPE GUIDERAIL 01/01/
NOTES PIPE RAILING & POSTS: Structural Tube, Pipe and Bar shall be in accordance with ASTM B22 or ASTM B429, Alloy 606-T6. End Rail 90 bends and corner bends with maximum 4-0" post spacing, may be Alloy
More informationJointed Precast Concrete Pavement
NATIONAL PRECAST CONCRETE ASSOCIATION Manual for Jointed Precast Concrete Pavement 3rd Edition Authors Peter Smith, P.E. Mark B. Snyder, Ph.D., P.E. Graphic Designer Deborah Templeton NPCA Precast Concrete
More informationPERFORM WITH PRECISION WELDED DOWEL ASSEMBLY LOAD TRANSFER PRODUCTS CONCRETE CONSTRUCTION SOLUTIONS BROCHURE
WELDED DOWEL ASSEMBLY LOAD TRANSFER PRODUCTS PERFORM WITH PRECISION CONCRETE CONSTRUCTION SOLUTIONS BROCHURE Transfers Loads for Pavement Durability Today the modern Portland Cement Concrete pavements
More informationJoint with Bent Dowels. David Cronin, P.E. City Engineer. Jason Hoskinson, P.E., PTOE BG Consultants, Inc. DATE: January 23, 2014
1405 Wakarusa Drive Lawrence, KS 66049 P : 785 749 4474 F : 785 749 7340 TO: FROM: David Cronin, P.E. City Engineer Jason Hoskinson, P.E., PTOE BG Consultants, Inc. DATE: January 23, 2014 RE: Rock Chalk
More informationTYPE 4-C TYPE 6 TYPE 7 TYPE 8
````` Face of ase rad. 42 TYPE rad. " T T T 22.5 2'- unless otherwise shown on plans 5" 5" 5" Slope 2: TYPE 2 rad. Concrete TYPE 2-A rad. Wearing Course Concrete ase Course TYPE 2-0" rad. TYPE 3 As Shown
More informationDesign and Construction of Highway Pavement Joint Systems
Design and Construction of Highway Pavement Joint Systems Troubleshooting Joint Design and Construction Issues Mark B. Snyder, Ph.D., P.E. Engineering Consultant to the American Concrete Pavement Association
More informationSTEEL PIPE GUIDERAIL 01/01/
NOTES PIPE RAILING & POSTS: Pipe Rails and s shall be in accordance with ASTM A5 Grade B for standard weight pipe and ASTM A500 Grade B, C or D or ASTM A50 for structural tube. Bars for handrail supports
More informationA Solution to Cracking and Stresses Caused by Dowels and Tie Bars
Square bars and a special clip-on plastic sheath solve the problem A Solution to Cracking and Stresses Caused by Dowels and Tie Bars by Ernest K. Schrader D owels and tie-bars are important to the design
More informationSuggested Reinforcement Detailing Practices Based on comments from R&D and ES ESS Committees
Suggested Reinforcement Detailing Practices Based on comments from R&D and ES ESS Committees General 1. When detailing substructures, it is preferable not to use series bars unless necessary. The first
More informationMagnetic Imaging Technology
Magnetic Imaging Technology 200 Virginia Concrete Conference H. Thomas Yu State of the Practice " The importance of proper dowel alignment is widely recognized, but it could not be verified effectively
More informationB. Installation Instructions. Provide installation instructions, including any special equipment, to address the following.
SAMPLING AND TESTING. The Sampling and Testing requirements contained in -03 shall apply. MARKING. The Marking requirements contained in -03 shall apply. FINAL PRODUCTION INSPECTION. The Final Production
More informationManholes Table of Contents
Standard MH 300 Title Manholes Requirements MH 300.1 Manholes Requirements Manholes Table of Contents Underground Structures Standards MH 310 MH 318 MH 320 MH 325 MH 330 MH 335 MH 340 MH 350 Precast Tub-Type
More informationR&T UPDATE. An Alternative to Traditional Round Dowel Bars Plate Dowel Innovations Driven by Industrial Concrete Paving
R&T UPDATE Concrete Pavement Research & Technology An Alternative to Traditional Round Dowel Bars Plate Dowel Innovations Driven by Industrial Concrete Paving #9.02 Introduction Round dowel bars have long
More informationGlass Fiber Reinforced Polymer (GFRP) Dowel Bars - Aslan 600
Glass Fiber Reinforced Polymer (GFRP) Dowel Bars - Aslan 600 August 16, 2011 Aslan 600 Glass FRP Dowel Bars are used as a Load Transfer device between joints in concrete slabs. They provide a mechanical
More informationDESIGN GUIDELINES (SD) COUNTY OF ALAMEDA PUBLIC WORKS AGENCY 399 ELMHURST STREET HAYWARD, CA
DESIGN GUIDELINES (SD) COUNTY OF ALAMEDA PUBLIC WORKS AGENCY 399 ELMHURST STREET HAYWARD, CA 94544-1395 PUBLIC WORKS DESIGN GUIDELINES TABLE OF CONTENTS SD-100 SERIES SPECIAL DRAWINGS SD-100 8/1991 SILT
More informationWhy Do We Saw Equipment Types Matching Equipment to the Project Blade Selection Ensuring Construction Quality When Things Don t Go Right The Sawing
Why Do We Saw Equipment Types Matching Equipment to the Project Blade Selection Ensuring Construction Quality When Things Don t Go Right The Sawing Window Summary Controlled Cracking Uncontrolled Cracking
More informationPrecast Concrete Pavement Background Concepts. Project 1517 FHWA, CTR & TxDOT Gary Graham November 15, 2001
Precast Concrete Pavement Background Concepts Project 1517 FHWA, CTR & TxDOT Gary Graham November 15, 2001 Project Background CTR contracted by FHWA/TxDOT to investigate the feasibility of using precast
More informationMH Table of Contents Standard Title/Scope Page Table of Contents SCE Public
MH Table of Contents Standard Title/Scope MH 300 MH 310 MH 318 MH 320 MH 325 MH 330 MH 335 MH 340 MH 350 Manholes Requirements MH 300.1 Manholes Requirements...........................................
More informationDowel Bar Alignment and Location for Placement by Mechanical Dowel Bar Insertion
Dowel Bar Alignment and Location for Placement by Mechanical Dowel Bar Insertion January 7, 2013 Scope, Background and Applicability This guide specification is directly applicable to 18 in. (457 mm) long,
More informationE:\Wilmot\DGN\14018pp.dgn 3/11/2015 6:49:16 AM
600-06 SHOULDER WIDENING FOR TYPE (SPECIAL) GUARDRAIL TERMINALS E:\Wilmot\DGN\08pp.dgn //05 6:9:6 AM E:\DGN\08SUP.dgn //05 ::55 PM E:\DGN\08SUP.dgn //05 :8:0 PM E:\DGN\08-WRG.dgn //05 :8:5 PM E:\DGN\08SM.dgn
More informationMISCELLANEOUS SIGN CONNECTION DETAILS TYPICAL ROUTE MARKER ASSEMBLIES SIGN TO POST MICHIGAN DEPARTMENT OF TRANSPORTATION
5-4" SEE DETAIL I COUPLING BAR ON 3 2-10" CANTILEVER SIGN SUPPORT TYPICAL ROUTE MARKER ASSEMBLIES 5/1 DIAMETER STAINLESS STEEL BOLT AND NYLON INSERT LOCK NUT SELF-ALIGNING STEEL REINFORCING PLATE ( TYPE
More informationAPPENDIX FENCE GENERAL NOTES
APPENDIX FENCE GENERAL NOTES 1. Fabric: 9 gage, 2" mesh, knuckle top and bottom, placed on the outside of posts, single fabric width for the entire height. 2. All fencing to be standard galvanized finish.
More information1. CONNOLLY KEYJOINT 1. PRODUCT NAME 2. SUPPLIER 3. PRODUCT DESCRIPTION 4. KEY FEATURES 5. FIXING INSTRUCTIONS 6. SPECIFICATIONS 7.
1. CONNOLLY KEYJOINT 1. PRODUCT NAME 2. SUPPLIER 3. PRODUCT DESCRIPTION 4. KEY FEATURES 5. FIXING INSTRUCTIONS 6. SPECIFICATIONS 7. CAPPING STRIPS 8. WELDED FOOT AND PEG 2. SUPPLIER Canzac Ltd 3 Parkhouse
More informationDiamond Dowel. Load Transfer System INDUSTRIAL SLAB ON GROUND
Diamond Dowel INDUSTRIAL SLAB ON GROUND Diamond Dowel designed for construction joints Tapered plate design allows for diagonal shrinkage Eliminates the need to drill or process formwork Design ensures
More informationA. Extent of structural precast concrete work is shown on drawings and in schedules.
SECTION 03 41 00 - STRUCTURAL PRECAST CONCRETE PART 1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 specification
More informationSECTION PRECAST CONCRETE SECTIONAL MANHOLES
SECTION 02545 PRECAST CONCRETE SECTIONAL MANHOLES PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Precast reinforced concrete cylindrical sectional manholes, complete with openings, inserts, hardware,
More informationOhio Department of Transportation Central Office 1980 West Broad Street Columbus, OH John R. Kasich, Governor Jerry Wray, Director
Ohio Department of Transportation Central Office 1980 West Broad Street Columbus, OH 43223 John R. Kasich, Governor Jerry Wray, Director 1/18/2013 Project 130002 Addendum No. 10 PID No. 76691 ALL IR 75
More informationInitiating Cracks in PCC Pavements. Malcolm K. Lim, PE
Initiating Cracks in PCC Pavements by Malcolm K. Lim, PE Technology Transfer Concrete Consortium (TTCC) and National Concrete Consortium (NCC) Fall 2009, St Louis, MO Better Performance Through Innovative
More informationASLAN 600 GLASS FIBER REINFORCED POLYMER (GFRP) DOWEL BARS FOR LOAD TRANSFER IN CONCRETE SLABS
ASLAN 600 GLASS FIBER REINFORCED POLYMER (GFRP) DOWEL BARS FOR LOAD TRANSFER IN CONCRETE SLABS COMPOSITE REINFORCING FOR LONG LASTING CONCRETE STRUCTURES NON-METALLIC LOAD TRANSFER BETWEEN JOINTS IMPERVIOUS
More informationPD 3 Dowel Cradle. Load Transfer System Industrial Slab on Ground
PD 3 Dowel Cradle Industrial Slab on Ground Provides the flattest joints Assists in reducing long term maintenance costs Extends the life-cycle of the floor and the asset Engineered to meet Super Flat
More informationDATE: April 22, 2016 (CPR Details Revised & Dated April 22, 2016)
Minnesota Department of Transportation Office of Materials & Road Research 1400 Gervais Avenue, MS 645 Maplewood, MN 55109 Memo TO: FROM: Design Engineers Maintenance Engineers Materials Engineers Resident
More informationDouble Bar Plate Dowels for Saw-Cut Contraction Joints
Double Bar Plate Dowels for Saw-Cut Contraction Joints Designed to Deliver More Serviceable Slabs Concrete slabs-on-ground must be able to withstand the repetitious, concentrated loads and abrasion of
More informationCertainTeed INSTALLATION GUIDE SIMTEK FENCE PRODUCTS. Fence Installation Guide 3', 4' & 6' High
CertainTeed INSTALLATION GUIDE SIMTEK FENCE PRODUCTS Fence Installation Guide 3', 4' & 6' High INSTALLATION GUIDE These instructions are designed to assist both professional installers and do-it-yourselfers
More informationPCCP Preservation Steps to Take to Extend Pavement Life and Performance of Your Concrete Pavements
PCCP Preservation Steps to Take to Extend Pavement Life and Performance of Your Concrete Pavements Larry Scofield, P.E. International Grooving and Grinding Association 1 Big Preservation Everybody Wins
More information5/16" Flange nut. Bolt Keeper Plate (8" Sq. SYS.) (3) 1/2" x 3" Hex head connector zinc plated bolt w/ washers and nut. Anchor 3" sq. 7 Ga.
2 1/2" x 2 1/2" x 10 Ga. 6" 5" 4" Variable Slipbase (8" Sq. SYS.) 5/16 Corner Bolt W/ nut 5/16" Flange nut Stub Insert (8" Sq. SYS.) Bolt Keeper Plate (8" Sq. SYS.) (3) 1/2" x 3" Hex head connector zinc
More informationMidwest Roadside Safety Facility
B 64" 1626 602'-8 1/16" 183695 548'-0" 167030 1 2 3 4 5 6 7 8 9 10 11 12 14 15 16 17 18 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 373839 40 25 IMPACT 1500A 48" 12 27'-5" 8355 [] 3x7 CL A Galvanized
More informationSWITCH STAND Switch Stand Assembly Connecting Rod Target Assembly (when required) TURNOUT ACCESSORIES Standard Tie Plates Rail Anchors Joints
Turnouts A turnout is an arrangement of a switch, a frog and closure rails, which diverts rolling stock from one track to another. Because industrial trackwork often handles lighter loads at slower speeds
More informationFITS MUSTEE 32 X 32 SHOWER RECEPTOR
MUSTEE FIBERGLASS SHOWERWALL FITS MUSTEE 32 X 32 SHOWER RECEPTOR IMPORTANT: SEE BACK PAGE FOR SHOWER DOOR (ENCLOSURE) LISTING Before you assemble and install your MODEL 732 three-piece Molded Fiberglass
More informationTo: New York State Department of Transportation ENGINEERING INSTRUCTION. Approved:
To: New York State Department of Transportation ENGINEERING INSTRUCTION Title: PRECAST CONCRETE PAVEMENT SLAB SYSTEMS STANDARD SPECIFICATION Distribution: Manufacturers (18) Local Govt. (31) Agencies (32)
More informationInstallation Instructions for Solar Snow Pad (SSP-T-3)
Installation Instructions for Solar Snow Pad (SSP-T-3) Warning- Do not use this product on solar arrays where the calculated array snow loads exceed 50 pounds per square foot (psf). Most solar panels are
More informationAppendix C Construction Details
7172 Kennedy Road Warrenton, Virginia 20187 Appendix C Construction Details November 2017 TABLE OF CONTENTS THRUST BLOCKS Anchorage for 11 1/4 o, 22 1/2 o & 45 o Upper Vertical Bends... AV 01 Buttresses
More informationALL SEASON PATIO COVER
ALL SEASON PATIO COVER 61 Where the All Season Patio Cover is to be attached to the home, create a level line showing where the top of the mounting rail is to be located. Install each section with the
More informationDELINEATOR REFERENCE POINT 200' TYPICAL SPACING (YELLOW DELINEATORS) END OF MERGE LANE TAPER DELINEATOR REFERENCE POINT
200' TYP. 600' < EACH SIDE BOTH ROADWAYS END OF MERGE LANE TAPER TYPICAL FOR ALL 2-LANE MERGES EXCEPT WHERE THERE IS A MERGE FROM THE RIGHT AND NO OFFSET IN THE THROUGH LANES END OF MERGE LANE TAPER 200'
More informationZip Block MODEL ZB INSTALLATION INSTRUCTIONS
Zip Block MODEL ZB 100-400 INSTALLATION INSTRUCTIONS 12BT EXPOSED SURFACE SEAL WIDTH Zip Block SEAL 3/4" ± 1/8" [19.05mm ± 3.18mm] BLOCKOUT EDGE 3 1/2" [88.90mm] MAXIMUM BLOCKOUT NOMINAL JOINT WIDTH EPOXY
More informationINSTALLATION INSTRUCTIONS INSTALLATION INSTRUCTIONS
MUSTEE FIBERGLASS SHOWERWALL INSTALLATION INSTRUCTIONS DIRECT MOUNTING TO STUDWALLS INSTALLATION INSTRUCTIONS 3636C - NEO ANGLE SHOWER RECEPTOR 3636DT - DOUBLE THRESHOLD SHOWER RECEPTOR IMPORTANT: FITS
More informationLegend. Machining required. Refer to schedule on sheet 9 of 9 for more information.
Dimension drawings to fabricate an Integral Sleeve Hitch John Deere Part Number: 668 Dimensions references prepared by: Richard Chuckry Drawings prepared by: Kenneth Dortch Reviewed and edited by: Kent
More informationUtility Structures. Utility vaults, trenches, transformer pads Electrical Pole Bases and switching cubicles
Utility Structures Utility vaults, trenches, transformer pads Electrical Pole Bases and switching cubicles PRODUCT GUIDE & TECHNICAL REFERENCE MANUAL Providing the right solutions. UTILITY STRUCTURES Perfect
More informationEvaluation of In-Pavement Light Fixture Designs and Performance
Evaluation of In-Pavement Light Fixture Designs and Performance Presented to: IES ALC Fall Technology Meeting By: Joseph Breen Date: Background In-Pavement Light Fixture Assemblies Utilize a Circle of
More informationPlate Dowels. An Innovation Driven by Industrial Concrete Paving. Introduction
Plate Dowels An Innovation Driven by Industrial Concrete Paving Introduction Round steel dowel bars have long been the standard load transfer device for concrete pavements with thicknesses of about 8 in.
More informationMANHOLES PART I: GENERAL. A. Precast Concrete Manholes
MANHOLES PART I: GENERAL A. Precast Concrete Manholes 1) Manholes shall be made of precast concrete sections of which the top section shall be eccentric or flat slab top. The bottom section shall be a
More informationKS SERIES - VERTICAL INSTALLATION
CS-DS-01-KSV CS DISCLAIMER CS-PJ-01-KSV KS42SL EXPANDED PANEL JOINT CS-PJ-02-KSV KS42SL ENGAGED PANEL JOINT CS-PJ-03-KSV KS45SL EXPANDED PANEL JOINT CS-PJ-04-KSV KS45 FLAT ENGAGED PANEL JOINT CS-PJ-05-KSV
More informationNARROW, MEDIUM AND WIDE STILE, THERMASTILE AND DURASTILE. Installation Instructions
NARROW, MEDIUM AND WIDE STILE, THERMASTILE AND DURASTILE Installation Instructions PART Y015 JUNE 2016 Table of Contents Section 1. GENERAL NOTES AND GUIDELINES... 2. DOOR HARDWARE A. Locks B. Push/Pulls
More informationEXTERIOR BUILDING, ROOFING, AND SITE IMPROVEMENTS
CONTRACT NUMBER: IFB-8-B006 ARCHITECT / ENGINEER : HURST-ROSCHE, INC. NO. LINOIS 62203 (68) 398-0890 -7 E. RANDLE ST./ N. FRITZ ST. 402 CHERRY ST., 404-406 ST. LOUIS ST. 502-506 DEE ST. 50-505 PLUM ST.
More informationHOLLOW CORE PRODUCTS GROUNDED IN STRENGTH
HOLLOW CORE PRODUCTS GROUNDED IN STRENGTH usable space under your garage 8 form - 8 Hollow Core 7' - 11-1/2" 3" min. topping for precast diaphragms 2-3/ 3" MIN. TOPPING FOR PRECAST DIAPHRAGMS 7' - 11-3/4"
More informationDouble Beam Freestanding Pergola Installation Guide
Double Beam Freestanding Pergola Installation Guide Patent Pending. Copyright 2011 USAVinyl, LLC - All Rights Reserved The information contained in these instructions are proprietary to USAVinyl, LLC and
More informationChapter 8 PRE-INSTALLATION PROCEDURES COMMON TO ALL SYSTEMS
Chapter 8 PRE-INSTALLATION PROCEDURES COMMON TO ALL SYSTEMS A GUIDE FOR CONTRACTORS AND AGENCY/OWNER INSPECTORS While there are significant differences in installation techniques associated with the various
More informationINSTALLATION & OPERATION MANUAL ML-37 / ML-38 / ML-39 MLR-37 / MLR-38 / MLR-39. Redefine your comfort zone.
INTALLATION & OPERATION MANUAL ML-37 / ML-38 / ML-39 MLR-37 / MLR-38 / MLR-39 IOM Linear lot Ceiling Diffusers Factory Cut upply ML-37 ML-38 ML-39 Factory Cut Return MLR-37 MLR-38 MLR-39 Factory pacer
More informationD. Thermally Sprayed Metallic Coating (Flame Spray): STD SPEC
STANDARD SPECIFICATION SECTION 05121 MISCELLANEOUS METALWORK PART 1 - GENERAL 1.01 DESCRIPTION This section includes materials, fabrication, and installation of structural steel, connecting bolts, pipes,
More informationPlate 8132A - Preformed Rigid PVC Conduit Loop Detector, is a new plate requested by OTST.
DISTRIBUTION: 7 MINNESOTA DEPARTMENT OF TRANSPORTATION DEVELOPED BY: Design Standards ISSUED BY: Design Services Section TRANSMITTAL LETTER NO. (0-0) MANUAL: Standard Plates DATED: January 9, 00 SUBJECT:
More information7 x 14 flybed tramp. VISIT LINK BELOW FOR INSTALL VIDEO
in-ground installation instructions & user guide 7 x 14 flybed tramp VISIT LINK BELOW FOR INSTALL VIDEO https://www.maxairtrampolines.com/pages/support-information-videos Page 2 TABLE OF CONTENTS Materials,
More informationSegmental ring types provided by F P McCann: Segments in stock are front bolted. Back bolted segments are available to order: Cross joint Corbel Ring
Building Manual for F P McCann `Smoothbore Shaft Linings with EPDM Gaskets (rev 04) (To be read in conjunction with the Segmental Shaft and Tunnel Safety Data Sheet) Segmental ring types provided by F
More informationReplacement of Pitch Link Retainer and Service Improvement of the Pitch Control System. Effectivity: Helicopters manufactured prior to January, 1981
Page 1 of 12 Date: December 2, 1981 Subject: Models: Replacement of Pitch Link Retainer and Service Improvement of the Pitch Control System F-28C and 280C Effectivity: Helicopters manufactured prior to
More informationA New Load Transfer Assembly for the Jointed Concrete Pavements
A New Load Transfer Assembly for the Jointed Concrete Pavements Alireza Zeinali, Kamyar C. Mahboub, Herbert F. Southgate Doctoral Candidate, Department of Civil Engineering, Raymond Bldg., University of
More informationJVI Vector Connector
The JVI Vector Connector User Guidelines 1 of 11 INTRODUCTION JVI designed the Vector Connector for use as shear and alignment connections between precast concrete elements such as double-tee flanges,
More informationCOMPONENTS INSTALLATION
PIPE BRACE ASSEMBLY - 8' FIXED-KNOT FENCE Brace posts... 14'x 2 7/8" Structural Tubing Cross Members... 10'x 2 3/8 Structural Tubing Angle Brace... 12'x 2 3/8 Structural Tubing Angle Brace Foot... 6' x
More informationHyper ArmourMate. Joint Edge Protection INDUSTRIAL SLAB ON GROUND
Hyper ArmourMate INDUSTRIAL SLAB ON GROUND Full system edge protection Prevents concrete spalling at construction joints High FF and FL tolerances Extends the life-cycle of the floor and the asset Provides
More informationDesign and Construction of Highway Pavement Joint Systems
Design and Construction of Highway Pavement Joint Systems Joint Construction Considerations Eric Ferrebee Technical Services Engineer Placing Embedded Steel Embedded Steel Pre-Placed Embedded Steel Fasteners
More informationFlanged Dowel Box. Load Transfer System INDUSTRIAL SLAB ON GROUND
Flanged Dowel Box INDUSTRIAL SLAB ON GROUND Designed for construction joints in Post Tension or large shrinkage specifications Large lateral movement and expansion capacity Eliminates the need to drill
More informationSmartVent Eave Edge Installation Instructions
SmartVent Eave Edge Installation Instructions STEP 1: Cut a slit 1 wide (or a series of 1 ¾ holes at 3 on center) into the roof decking 6 to 7 up from the drip edge. SmartVent is rated 9NFA. Ensure drip
More informationPlate 60 ArmourMate. Joint Edge Protection INDUSTRIAL SLAB ON GROUND. Plate 60 AmourMate. Joint Edge Protection
Plate 60 AmourMate Plate 60 ArmourMate INDUSTRIAL SLAB ON GROUND Accommodates large concrete shrinkage Facilities thermal movement Prevents spalling on construction joints Extends the life-cycle of the
More informationDW VERTICAL INSTALLATION
AR-PJ-01-DW5V AR-PJ-02-DW5V AR-PJ-03-DW5V AR-PJ-04-DW5V AR-BS-01-DW5V AR-BS-02-DW5V AR-OC-01-DW5V AR-OC-02-DW5V AR-OC-03-DW5V AR-IC-01-DW5V AR-IC-02-DW5V AR-IC-03-DW5V AR-FO-01-DW5V AR-FO-02-DW5V AR-FO-03-DW5V
More informationRAIL PANEL AT TRANSITION SECTION PLAN - POST DETAIL PLAN - TUBE SPLICE. Colorado Department of Transportation. Staff Bridge Branch
Limits of pay length for Bridge RailType 10M (For post spacing, see Dwg. No. B ) B60610 (Use with B60610A) 8 min. 1 max. 8 min. 1 max. 10 0 Max. 10 0 Max. post spacing 10 0 Max. 2 5 Post 1 x 1 slotted
More informationResearch. Maria Masten, P.E and Gordy Bruhn MnDOT Concrete Engineering Unit CPAM Concrete Paving Workshop March 9, 2017
MnDOT Update on Full Depth Repairs Research Maria Masten, P.E and Gordy Bruhn MnDOT Concrete Engineering Unit CPAM Concrete Paving Workshop March 9, 2017 What did we try? Epoxy dip and stick Epoxy double
More informationKANSAS DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION TO THE STANDARD SPECIFICATIONS, 1990 EDITION
Sheet 1 of 5 KANSAS DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION TO THE STANDARD SPECIFICATIONS, 1990 EDITION NOTE: This special provision is generally written in the imperative mood. The subject, "the
More information2. Remove from the Standard Plate manual: Standard Plate Index, Sheets 1-4 of 4, Numerical Index of Standard Plates (August 31, 2012)
MINNESOTA DEPARTMENT OF TRANSPORTATION DEVELOPED BY: Design Standards ISSUED BY: Office of Program Management & Technical Support, Design Support Section TRANSMITTAL LETTER NO. (12-04) MANUAL: Standard
More informationKEITH PANEL SYSTEMS FUNDERMAX- MAX EXTERIOR CONCEALED FASTENERS PRESSURE EQUALIZED WALL SYSTEM
S Y S T E M D E T A I L S FUNDERMAX- MAX EXTERIOR CONCEALED FASTENERS PRESSURE EQUALIZED WALL SYSTEM PAGE TITLE PAGE Table of Contents Fundermax Max Exterior Product Information Design and Installation
More informationKEITH PANEL SYSTEMS FUNDERMAX- MAX EXTERIOR EXPOSED FASTENER PRESSURE EQUALIZED WALL SYSTEM
S Y S T E M D E T A I L S FUNDERMAX- MAX EXTERIOR EXPOSED FASTENER PRESSURE EQUALIZED WALL SYSTEM PAGE TITLE PAGE Table of Contents Fundermax Max Exterior Product Information Design and Installation Information
More informationConnectors for Cold-Formed Steel Curtain-Wall Construction
The expiration date of this document has been extended until 2/3/3. Introducing Connectors for Cold-Formed Steel Curtain-Wall Construction Code Listed: IAPMO ES ER-238 (800) 999-5099 www.strongtie.com
More informationMUSTEE FIBERGLASS SHOWERWALL
MUSTEE FIBERGLASS SHOWERWALL Before you assemble and install your MODEL 736 three-piece Molded Fiberglass Shower Wall unit you will have to prepare the rough-in area, determine which side wall will have
More informationSliding Glass Door Assembly and Installation Guide
Sliding Glass Door Assembly and Installation Guide Index Door System Components and Hardware The following components are needed to complete the installation of your Sliding Patio Door unit. Check all
More informationGENERAL ISOMETRIC LAYOUT
EXISTING OR PROPOSED WIPER WALL SUPPORT STRUCTURE GATE LID CARBATHAN HG 0 WEB GRAY LOWER PAN GRATING ALUMINUM WIPER WALL CARBATHANE HG, 90 GRAY STRUCTURAL SPECIFICATIONS:. FLOODGATE MATERIAL TO BE ALUMINUM
More information14000 I/O Series Flush Glaze. Fabrication and Installation Instructions
14000 I/O Series Flush Glaze Fabrication and Installation Instructions Last saved on 12/18/2009 Table of Contents GENERAL CONSTRUCTION NOTES...3 EXTRUDED ALUMINUM PARTS...4 ACCESSORIES...5 OVERVIEW...6
More informationDW HORIZONTAL INSTALLATION
AR-PJ-01-DW2H 2" HORIZONTAL PANEL JOINT AR-PJ-02-DW2H 2" VERTICAL PANEL JOINT AR-PJ-03-DW2H 3" HORIZONTAL PANEL JOINT AR-PJ-04-DW2H 3" VERTICAL PANEL JOINT AR-PJ-05-DW2H CUSTOM REVEAL AR-PJ-06-DW2H DW-2000S
More information14 x 14 super quad. VISIT LINK BELOW FOR INSTALL VIDEO
in-ground installation instructions & user guide 14 x 14 super quad VISIT LINK BELOW FOR INSTALL VIDEO https://www.maxairtrampolines.com/pages/support-information-videos Page 2 TABLE OF CONTENTS Materials,
More informationwoodworkersjournal.com MATERIAL LIST
MATERIAL LIST T x W x L 1 Legs (2) 1 1 2" x 3 1 2" x 36 7 16" 2 End Uprights (2) 1 1 2" x 3 1 2" x 32 1 2" 3 Stringers (4) 1 1 2" x 3 1 2" x 42" 4 Top Cladding, Long (2) 3/4" x 7 1 4" x 65 3 4" 5 Side
More informationMark B. Snyder, Ph.D., P.E.
ACPA s New Dowel Alignment Specification Mark B. Snyder, Ph.D., P.E. Vice-President, ACPA Pennsylvania Chapter Presentation Sources: Robert Rodden, ACPA National Tom Yu, FHWA Dowel baskets Improper handling
More informationInstallation Instructions
Installation Instructions 200 Series Curtainwall 3056 WALKER RIDGE DR. NW, SUITE G WALKER, MI 49544 800-866-2227 dependable@tubeliteinc.com Revised April 2014 dependable@tubeliteinc.com Page 1 TABLE OF
More informationVerge Flashing. Verge Flashing. Only use if flashings requirements can be site measured before ordering. Verge Clip
Tolerance Detail (recommended) Verge Closure Verge Channel Verge Clip Verge Flashing VERGE CHANNEL RIVETTED TO EUROSEAM AT APPROX 400MM CENTRES USING 4.8 X 12MM RIVETS. NB: DO NOT RIVET AT HALTER POSITION
More informationSECTION CONCRETE REINFORCEMENT FOR STEAM UTILITY DISTRIBUTION
PAGE 032015-1 SECTION 032015 PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification sections,
More informationPROPOSED FIBER OPTIC CONDUIT INSTALLATION E. 50TH ST. AND S. COTTAGE GROVE AV. CHICAGO, ILLINOIS
EVANS DREXEL DREXEL ELLIS ELLIS PROPOSED FIBER OPTIC CONDUIT INSTALLATION E. 50TH ST. AND S. COTTAGE GROVE AV. CHICAGO, ILLINOIS SHEETS INDEX TO SHEETS DESCRIPTION 90 294 94 LANGLEY EVANS 48TH COTTAGE
More information