Contract Design, Estimating and Documentation (CDED ... · Contract Design, Estimating and...

Contract Design, Estimating and Documentation (CDED) Manual

CDED REVISION No. 216 July 13, 2017 The CDED Manual has been revised as detailed below and the documents are available for viewing and download, free of charge, from the MTO Technical Publications website at www.raqs.mto.gov.on.ca/techpubs/cded.nsf Chapter B - Detail Estimating

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New Version

Implementation Date In CPS

New (New), Revised (Rev), Cancelled (Can), Reissued (Rei)

- - - - - Chapter E - Standard Special Provisions (SSPs)

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E3-1 June 2017

July 2017

July 20, 2017

Rev: List of Active Standard Special Provisions is revised.

109S13 N/A July 2017

July 13, 2017

New: SSP Amendment to OPSS 911, November 2014 - Measurement of Coating Thickness is implemented to address identification, inspection, and repair of high mast lighting pole defects.

109S14 February 2017

N/A July 13, 2017

Can: SSP Amendment to OPSS 905, November 2014 - Inspection After Installation of Mechanical Connectors and Placing Reinforcement is cancelled. Applicable content has been included in new SSP 109S17.

109S17 N/A June 2017

July 13, 2017

New: SSP Amendment to OPSS 905, November 2014 - Delete and Replace Construction Specification for Steel Reinforcement for Concrete is implemented to address technical changes and the addition of requirements for welded wire reinforcement (WWR). Applicable content from SSP 109S14 and 109S56 has also been incorporated.

July 13, 2017 (Revised July 20, 2017) of 3 CDED Revision No. 216

http://www.raqs.mto.gov.on.ca/techpubs/cded.nsf

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109S56 July 2016

N/A July 13, 2017

Can: SSP Amendment to OPSS 905, November 2014 is cancelled. Applicable content has been included in new SSP 109S17.

111S12 N/A July 2017

July 13, 2017

New: SSP Amendment to OPSS 1103, November 2016 - Delete and Replace SSP for Material Specification for Emulsified Asphalt is implemented.

114S05 November 2016

N/A July 13, 2017

Can: SSP Amendment to OPSS 1440, November 2014 - Fabrication of Reinforcing and Splice Bars is cancelled. Applicable content has been included in new SSP 114S06.

114S06 N/A June 2017

July 13, 2017

New: SSP Amendment to OPSS 1440, November 2014 - Delete and Replace SSP for Material Specification for Steel Reinforcement for Concrete is implemented to address technical changes and the addition of requirements for welded wire reinforcement (WWR). Applicable content from SSP 114S05 has also been incorporated.

124S01 N/A July 2017

July 13, 2017

New: SSP Amendment to OPSS 2471, November 2016 - Coating Inspectors and Inspection by the Owner is implemented.

517F01 May 2017

July 2017

July 13, 2017

Rev: SSP Amendment to OPSS 517, November 2016 - Design Storm Return Period and Preconstruction Survey Distance is revised with changes to the notes in Table A.

Chapter G - Ministry of Transportation of Ontario Drawings (MTODs)

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- - - - - Chapter H - OPSSs and OPSDs

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Chapter I - Structural Standard Drawings (SSDs)

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I2-0 June 2017

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Rev: List of Active SSDs is revised.


CHAPTER E – SPECIAL PROVISIONS LIST OF ACTIVE SSPs

E3-1 - LIST OF ACTIVE STANDARD SPECIAL PROVISIONS

S.P. # Title Issue Date Imp. Date

100S02 AMENDMENT TO MTO GENERAL CONDITIONS OF CONTRACT, NOVEMBER 2016 - Ontario Provincial Standards

Mar 2017 Jun 8, 2017

100F06 AMENDMENT TO MTO GENERAL CONDITIONS OF CONTRACT, NOVEMBER 2016 - Tender Items Governed By Municipal-Oriented Specifications

Nov 2016 Jan 12, 2017

100F08 PROTECTION OF PUBLIC TRAFFIC - Restrictions on Construction Operations

Mar 2017 Jun 8, 2017

100S15 AMENDMENT TO MTO GENERAL CONDITIONS OF CONTRACT, NOVEMBER 2016 - Utilities and Maintaining Roadways and Detours

May 2017 Jun 8, 2017

100S21 AMENDMENT TO MTO GENERAL CONDITIONS OF CONTRACT, NOVEMBER 2016 - Indemnification and Insurance Requirements Concerning the Canadian Pacific Railway Company

Feb 2017 Mar 2, 2017

100S22 AMENDMENT TO MTO GENERAL CONDITIONS OF CONTRACT, NOVEMBER 2016 - Indemnification and Insurance Requirements Concerning the Canadian National Railway Company

Nov 2016 Jan 12, 2017

100F28 AMENDMENT TO MTO GENERAL CONDITIONS OF CONTRACT, NOVEMBER 2016 - Property; Aircraft and Watercraft; Boiler; and Contractor’s Equipment Insurance

Nov 2016 Jan 12, 2017

100S59 AMENDMENT TO MTO GENERAL CONDITIONS OF CONTRACT, NOVEMBER 2016 - Approvals and Permits, and Water Taking

Nov 2016 Jan 12, 2017

100S62 (ATMS)

AMENDMENT TO MTO GENERAL CONDITIONS OF CONTRACT, NOVEMBER 2016 - Definitions, Substantial Performance, and Advance Payments for Material

Nov 2016 Jan 12, 2017

101F02 AMENDMENT TO OPSS 120, NOVEMBER 2014 - Identification of Waterbodies for Application of DFO Guidelines for the Use of Explosives In or Near Canadian Fisheries Waters

Dec 2014 Jan 8, 2015

101S04 AMENDMENT TO OPSS 120, NOVEMBER 2014 - Flyrock Incident Form - Part A

Jan 2017 Jan 12, 2017

101S11 ADDITIONAL EQUIPMENT - Equipment Option and Compensation Rates Mar 1985 Mar 1, 1985

101S12 POWER RATINGS - Horse Power, Crawlers, Tractors, and Dozers Aug 1984 Aug 1, 1984

101F13 LIQUIDATED DAMAGES - Inadequate Supply of Equipment, Labour and Material

Aug 1984 Aug 1, 1984

101S18 AMENDMENT TO OPSS 102, OCTOBER 1992 - Bar Coding on Material Delivery Invoices

Apr 1994 May 11, 1994

101F21 OCCUPATIONAL HEALTH AND SAFETY ACT COMPLIANCE - List of Designated Substances

Nov 2014 Nov 6, 2014

101F23 AMENDMENT TO OPSS 182, APRIL 2017 - Timing of In-Water Works, Oversight Requirements, and Measures to Avoid Harm to Fish

Apr 2017 Jun 8, 2017

102S05 AMENDMENT TO OPSS 206, NOVEMBER 2014 - Various Revisions to Construction Specification for Grading

May 2017 Jun 8, 2017

July 2017 (Rev. July 20, 2017) Page 1 of 13 CDED E3-1



103F02 AMENDMENT TO OPSS 313, NOVEMBER 2016 - Submission Requirements and Production

Mar 2017 Mar 2, 2017

103F03 AMENDMENT TO OPSS 313, NOVEMBER 2016 - Construction Specification for Hot Mix Asphalt - End Result (Deletes and Replaces OPSS 313 In Its Entirety)

Jun 2017 Jun 8, 2017

103F31 ASPHALTIC CONCRETE SURFACE SMOOTHNESS - Asphaltic Concrete Payment Adjustment for Surface Smoothness Based on Quality Assurance Measurements Taken by an Inertial Profiler

Jun 2017 Jun 8, 2017

103S39 AMENDMENT TO OPSS 350, MARCH 1998 - Curing Compound Sep 2001 Oct 10, 2001

104S06 AMENDMENT TO OPSS 421, NOVEMBER 2015 - Post Installation Inspection

Feb 2016 Mar 03, 2016

105S22 AMENDMENT TO OPSS 501, NOVEMBER 2014 - Target Density Control Strip

Jun 2016 Sep 1, 2016

106S05 (ATMS)

AMENDMENT TO OPSS 106, APRIL 2017 - Revisions to Definitions, Materials, and Construction for ATMS Work

Jun 2017 Jun 8, 2017

106S09 (ELEC)

AMENDMENT TO OPSS 609, NOVEMBER 2012 - Proof of Performance Testing and Inspection

Feb 2017 Mar 2, 2017

106S10 (ELEC)

AMENDMENT TO OPSS 611, NOVEMBER 2013 - Proof of Performance Testing and Inspection

Feb 2017 Mar 2, 2017

106S16 (ELEC)

AMENDMENT TO OPSS 617, NOVEMBER 2013 - Definitions and Proof of Performance Testing and Inspection

Feb 2017 Mar 2, 2017

107S01 AMENDMENT TO OPSS 710, NOVEMBER 2010 - Short Term Pavement Marking

Sep 2011 Sep 29, 2011

107S02 AMENDMENT TO OPSS 710, NOVEMBER 2010 - Sample and Application Requirements

Feb 2017 Mar 2, 2017

107S04 AMENDMENT TO OPSS 740, NOVEMBER 2010 - Steel Reinforcement Feb 2013 Mar 7, 2013

107S05 AMENDMENT TO OPSS 706, NOVEMBER 2016 - Freeway Paving Operations

Apr 2017 Jun 8, 2017

109S04 AMENDMENT TO OPSS 906, NOVEMBER 2012 Mar 2016 Mar 03, 2016

109S12 AMENDMENT TO OPSS 902, NOVEMBER 2010 - QVE, Backfilling Compaction, and Certificate of Conformance

Feb 2017 Mar 2, 2017

109S13 AMENDMENT TO OPSS 911, NOVEMBER 2014 - Measurement of Coating Thickness

Jul 2017 Jul 13, 2017

109F16 TRANSPORTATION OF STRUCTURAL COMPONENTS - Background Feb 2009 Feb 19, 2009

109S17 AMENDMENT TO OPSS 905, NOVEMBER 2014 - Construction Specification for Steel Reinforcement for Concrete (Deletes and Replaces OPSS 905 In Its Entirety)

Jun 2017 Jul 13, 2017

109S22 INSTALLATION OF STEEL PINS Aug 1984 Aug 1, 1984

109S23 TIMBER MATTING Aug 1984 Aug 1, 1984




109S31 SUBSTITUTION OF PRECAST CONCRETE BOX CULVERTS FOR CAST-IN-PLACE CONCRETE BOX CULVERTS - Submission and Design Requirements, Aggregate, Construction and Payment of Precast Box Culvert Alternative

Jul 2011 Jul 21, 2011

110S03 AMENDMENT TO OPSS 1002, APRIL 2013 - Fine Aggregate and Aggregate Processing, Handling, and Stockpiling

Apr 2015 Apr 23, 2015

110F10 USE OF AIR COOLED IRON BLAST FURNACE SLAG AS GRANULAR MATERIAL - Requirements for Use of Air Cooled Iron Blast Furnace Slag as Granular Material In Road Construction

Sep 2001 Sep 20, 2001

110S12 AMENDMENT TO OPSS 1003, APRIL 2013 - Material Specification for Aggregates - Hot Mix Asphalt (Deletes and Replaces OPSS 1003 In Its Entirety)

Feb 2017 Mar 2, 2017

110F14 INFORMATION TO BIDDERS REGARDING AGGREGATE SOURCES - General

Jun 2012 Jul 5, 2012

110S16 AMENDMENT TO OPSS 1004, NOVEMBER 2012 - Quality Assurance Sampling, and Physical Property and Gradation Requirements for Granular Sheeting

May 2017 Jun 8, 2017

111F06 AMENDMENT TO OPSS 1151, NOVEMBER 2016 - Mix Design Criteria and Asphalt Cement Anti Stripping Treatment

Mar 2017 Mar 2, 2017

111F09 AMENDMENT TO OPSS 1101, NOVEMBER 2014 - Additional Test Results and Samples for Performance Graded Asphalt Cement (PGAC)

Jun 2017 Jun 8, 2017

111S12 AMENDMENT TO OPSS 1103, NOVEMBER 2016 - Material Specification for Emulsified Asphalt (Deletes and Replaces OPSS 1103 In Its Entirety)

Jul 2017 Jul 13, 2017

112S07 AMENDMENT TO OPSS 1212, NOVEMBER 2003 - Material Specification for Hot-Poured Rubberized Asphalt Joint/Crack Sealant Compound (Deletes and Replaces OPSS 1212 In Its Entirety)

Feb 2008 Feb 14, 2008

113S03 AMENDMENT TO OPSS 1301, SEPTEMBER 1996 - Cementing Materials Dec 2004 Jan 19, 2005

113S05 AMENDMENT TO OPSS 1359, MAY 1993 - Unshrinkable Backfill Dec 2006 Jan 25, 2007

113S09 AMENDMENT TO OPSS 1352, NOVEMBER 1989 - Steel Reinforcement Feb 2013 Mar 7, 2013

114S06 AMENDMENT TO OPSS 1440, NOVEMBER 2014 - Material Specification for Steel Reinforcement for Concrete (Deletes and Replaces OPSS 1440 In Its Entirety)

Jun 2017 Jul 13, 2017

118S03 AMENDMENT TO OPSS 1821, MAY 1993 - Air Void System Parameters, Salt Scaling and Concrete Cover Measurements of Precast Hardened Concrete

Feb 2017 Mar 2, 2017

124S01 AMENDMENT TO OPSS 2471, NOVEMBER 2016 - Coating Inspectors and Inspection by the Owner

Jul 2017 Jul 13, 2017

168F10 (ATMS)

ATMS OPERATIONS - Interference With ATMS Operations Sep 2007 Jan 24, 2008

168F14 (ATMS)

QUALITY CONTROL, TESTING AND DOCUMENTATION FOR ATMS WORK

Mar 2012 Mar 15, 2012

168S20 (ATMS)

PROTECTION OF EXISTING SYSTEM - Accidental Damage to Existing ATMS Plant

Sep 2007 Oct 15, 2010




168F31 (ATMS)

INCENTIVE/DISINCENTIVE FOR REINSTATEMENT OF LOOP DETECTORS

Feb 2014 Mar 27, 2014

168F32 (ATMS)

NTCIP FOR VARIABLE MESSAGE SIGNS - Requirements for Delivery, Installation, Documentation and Testing of (NTCIP) for (PVMS) and (VMS) Controllers

Jul 2009 Jul 23, 2009

199F03 PLACING HOT MIX ASPHALT BEFORE SEASONAL SHUTDOWN May 2016 Jun 9, 2016

199F06 STOCKPILING OF MATERIALS FOR FUTURE USE BY THE MINISTRY Jul 2010 Jul 22, 2010

199F12 ENVIRONMENTALLY SENSITIVE AREAS Nov 2014 Nov 6, 2014

199S18 FENCING OF THE CONSTRUCTION AREA Jun 1992 Sep 2, 1992

199S24 SUPPLY OF TRUCKS Aug 1984 Aug 1, 1984

199F31 ENVIRONMENTAL EXEMPTIONS AND PERMITS Apr 2016 Apr 28, 2016

199F33 CONSTRUCTION NOISE CONSTRAINTS - Noise Sensitive Areas - Requirements for Control of Construction Noise Produced by the Contractor's Operations

Jun 2013 Jun 20, 2013

199S38 ADMINISTRATION OF AGGREGATE SOURCES INCLUDING EARTH BORROW AND ROCK SUPPLY SOURCES AND HIGHWAY RIGHT-OF-WAY AGGREGATE PRODUCTION - Permits and Approvals for Pit and Quarry Operations, Haul Road Maintenance and Repair, and Surplus Crushed Granular Materials

Mar 2017 Jun 8, 2017

199F43 OTHER CONTRACTORS WITHIN OR ADJACENT TO THE LIMITS OF THE CONTRACT

Jun 2000 Jun 21, 2000

199S44 TRAFFIC CONTROL AT INTERSECTIONS Jan 2001 Jan 10, 2001

199S48 QUALITY VERIFICATION ENGINEER SERVICES Feb 2017 Mar 2, 2017

199S53 PERFORMANCE REQUIREMENT-QUALITY PROCESSES - Performance Requirements for Quality Processes

Feb 2012 Apr 26, 2012

199S54 PARTICIPATION IN THE ANNUAL LABORATORY CORRELATION PROGRAM - Annual Laboratory Correlation Program

May 2004 May 26, 2004

199S55 RECORD DRAWINGS FOR STRUCTURES AND FOUNDATIONS May 2004 May 26, 2004

199S56 CONTROL OF EMISSIONS DURING STRUCTURAL WORK - Requirements for Control of Emissions Generated from Work on Structures

Sep 2005 Nov 17, 2005

199F57 GENERAL REQUIREMENTS OF SAMPLES FOR QUALITY ASSURANCE, REFEREE AND OTHER TESTING BY THE OWNER OR THE OWNER'S AGENT - Requirements for Handling, Identification, and Delivery of Samples to a Laboratory for Quality Assurance, Referee and Other Testing

Feb 2017 Mar 2, 2017

199F59 NATIONAL ENERGY BOARD (NEB) REGULATED PIPELINES Feb 2015 Feb 26, 2015

199S60 INCENTIVE FOR SUPPLY OF CANADIAN STEEL - Requirements for an Incentive Payment for Supply of Canadian Steel

Oct 2009 Oct 29, 2009

199F61 ADDITIONAL DOCUMENTS AVAILABLE DURING ADVERTISING Dec 2016 Dec 15, 2012

199F63 NAVIGABLE WATERS PROTECTION Mar 2012 Apr 26, 2012

199S64 GENERAL REQUIREMENTS FOR REFEREE TESTING Jul 2016 Jul 21, 2016




199S65 CONTRACT DOCUMENTS AND NATIVE FORMAT ELECTRONIC INFORMATION

Dec 2016 Dec 15, 2016

201F01 CLEARING - Item No., CLOSE CUT CLEARING - Item No. - Amendment to OPSS 201, November 2011 - Salvage of Trees

May 2013 Jun 20, 2013

201F02 CLEARING - Item No., CLOSE CUT CLEARING - Item No. - Amendment to OPSS 201, November 2011 - Marketable Timber from Crown Lands

May 2013 Jun 20, 2013

206F04 ROCK EXCAVATION, GRADING - Item No. - Amendment to OPSS 206, November 2014 - Bulking Factor for Shale

Dec 2014 Jan 8, 2015

206F06 EARTH EXCAVATION, GRADING - Item No. - Amendment to OPSS 206, November 2014

Dec 2014 Jan 8, 2015

209F01 RENTAL OF SWAMP EXCAVATION EQUIPMENT, DRAGLINE - Item No., (Same), HYDRAULIC BACKHOE - Item No., GEOTEXTILE FOR SWAMP TREATMENT - Item No. – Amendment to OPSS 209, November 2014

Dec 2014 Jan 8, 2015

212F01 EARTH BORROW - Item No. - Amendment to OPSS 212, November 2013 - Fly Ash Material

Jan 2014 Mar 27, 2014

220S01 WICK DRAINS - Item No. - Amendment to OPSS 220, November 2014 Dec 2016 Dec 15, 2016

299F01 RENTAL OF MOTOR GRADER (Various) - Item No., RENTAL OF BACKHOE (VARIOUS) - Item No. - Use of Rental Equipment

May 2002 May 29, 2002

299F02 DRILL AND BLAST ROCK IN DITCHES - Item No. - Construction Specification for Drilling and Blasting Rock in Ditches

Apr 2014 May 8, 2014

299F11 EARTH DITCH CLEANOUT – Item No., ROCK DITCH CLEANOUT – Item No. – Construction Specification for Ditch Cleanout

Sep 2011 Sep 29, 2011

304F04 BINDER (TYPE) - Item No., CLASS 1, 2, 4, 6 AGGREGATE - Item No., CLASS 1, 2, 4, 6 AGGREGATE, FROM STOCKPILE - Item No. - Amendment to OPSS 304, November 2006 - Application of Binder, Binder Sampling, Determination of Binder and Aggregate Application Rates, Quality Assurance and Price Adjustments

Feb 2017 Mar 2, 2017

305S03 GRANULAR SEALING - Item No. - Amendment to OPSS 305, November 2016

Mar 2017 Mar 2, 2017

308F02 TACK COAT - Item No. - Amendment to OPSS 308, April 2012 - Painting Material, Application Options, and Samples for Testing

Feb 2017 Mar 2, 2017

331F02 FULL-DEPTH RECLAMATION WITH EXPANDED ASPHALT STABILIZATION – Item No. - Amendment to OPSS 331, November 2015 - Design Rate of Expanded Asphalt

Nov 2015 Dec 17, 2015

332F03 HOT IN-PLACE RECYCLED MIX - Item No. - Amendment to OPSS 332, November 2016 - Design Requirements and Preparation of Existing Pavement

Nov 2016 Jan 12, 2017

333S04 COLD IN-PLACE RECYCLED MIX – Item No. - Amendment to OPSS 333, November 2015 - Compaction Measurement Using Nuclear Moisture and Density Gauge

Jun 2016 Jul 21, 2016

335S04 COLD IN-PLACE RECYCLED EXPANDED ASPHALT MIX – Item No. - Amendment to OPSS 335, November 2015 - Compaction Measurement Using Nuclear Moisture and Density Gauge

Jun 2016 Jul 21, 2016




336F01 MICRO-SURFACING -TYPE (VARIOUS) - Item No. - Amendment to OPSS 336, November 2009

May 2016 Jun 9, 2016

337F01 SLURRY SEAL – TYPE (VARIOUS) - Item No. - Amendment to OPSS 337, November 2008

Nov 2013 Dec 5, 2013

341S01 SEALING CRACKS IN ASPHALT PAVEMENT - Item No., ROUTING AND (Same) - Item No. - Delete and Replace Construction Specification for Routing and Sealing Cracks in Asphalt Pavement (Deletes and Replaces OPSS 341 In Its Entirety)

Feb 2017 Mar 2, 2017

351S01 TACTILE WALKING SURFACE INDICATORS FOR CONCRETE SIDEWALK RAMPS - Item No. - Amendment to OPSS 351, November 2015

Oct 2016 Dec 15, 2016

351S02 CONCRETE SIDEWALK - Item No. - Amendment to OPSS 351, November 2015 - Granular Material Placed Below Sidewalk

Jan 2016 Jan 28, 2016

353S02 CONCRETE CURB AND GUTTER - Item No. - Amendment to OPSS 353, September 1996

Jul 2007 Aug 30, 2007

399F01 FULL DEPTH CRACK REPAIRS - Item No. - Requirements for Full Depth Crack Repairs in Asphaltic Concrete Pavements

Dec 2014 Dec 18, 2014

399F02 TEMPORARY HOT MIX PAVEMENT - Item No. - Construction Specification for Temporary Hot Mix Pavement

Jan 2017 Mar 2, 2017

399S09 RECLAIM ASPHALT PAVEMENT - PARTIAL DEPTH - Item No. - Requirements for Reclaiming Existing Asphalt Pavement to a Partial Depth and Stockpiling the Processed Material for Reuse

Jun 2006 Jul 27, 2006

399S10 RECLAIM ASPHALT PAVEMENT - FULL DEPTH - Item No. - Requirements for Reclaiming Existing Asphalt Pavement and Asphalt Curb and Gutter to Their Full Depth, and Stockpiling the Material for Reuse

May 2010 May 20, 2010

399S43 FULL DEPTH CONCRETE REPAIR - Item No., FAST TRACK (Same) - Item No., PARTIAL DEPTH CONCRETE REPAIR - Item No., FAST TRACK (Same) - Item No. - Construction Specification for Partial Depth, Full Depth, and Fast Track, Repairs to Concrete Pavement and Concrete Base (Deletes and Replaces OPSS 360, 362, and 364)

Feb 2013 Mar 7, 2013

407S01 BREAKING INTO MANHOLES, CATCHBASINS, DITCH INLETS, CULVERTS AND SEWERS - Item No. - Amendment to MTC Form 407, March 1984 - Pipe Subdrain Outlet to Existing Structure

Feb 1988 May 1, 1988

407S02 ROCK EXCAVATION FOR SEWERS, MANHOLES, CATCHBASINS AND DITCH INLETS - Item No. - Amendment to MTC Form 407, March 1984

Aug 2007 Sep 20, 2007

407S03 CATCH BASIN COLLAR - Item No. - Amendment to MTC Form 407, March 1984

Jul 1996 Aug 16, 1996

407S06 (SIZE) MANHOLES CATCH BASINS AND DITCH INLETS - Item No., ADJUSTING AND REBUILDING MHs, CBs AND DIs - Item No. - Amendment to MTC Form 407, March 1984 - Aggregate Requirements, Lift Rings, Adjustment Units and Resilient Connectors

Apr 2014 Jun 12, 2014

415S01 TUNNEL - Item No. - Amendment to OPSS 415, February 1990 - Interceptor Drains and Service Connections

Mar 2012 Apr 26, 2012

416S01 JACKING AND BORING - Item No. - Amendment to OPSS 416, February 1990 - Interceptor Drains and Service Connections

Mar 2012 Apr 26, 2012




422S01 PRECAST CONCRETE BOX CULVERT - Item No. - Amendment to OPSS 422, April 2004

Jul 2011 Jul 21, 2011

499S02 CLEAN OUT CATCHBASINS, MAINTENANCE HOLES AND DITCH INLETS - Item No. - Management of Highway Storm Sewer Catchbasin Cleanout Material - No Receiving Site Provided

Mar 2012 Apr 26, 2012

499S03 WELD AND RELEASE MAINTENANCE HOLE AND CATCH BASIN FRAMES AND GRATES - Item No.

Jan 2000 Feb 2, 2000

517F01 DEWATERING SYSTEM - Item No., TEMPORARY FLOW PASSAGE SYSTEM - Item No. - Amendment to OPSS 517, November 2016 - Design Storm Return Period and Preconstruction Survey Distance

Jul 2017 Jul 13, 2017

599S22 RETAINED SOIL SYSTEM (VARIOUS) - Item No.; BACKFILL FOR RSS (VARIOUS) - Item No. - Requirements for Design and Construction of RSS Walls and Steep Slopes

Feb 2016 Mar 03, 2016

599S23 RETAINED SOIL SYSTEM (VARIOUS) - Item No. - Requirements for Materials, QC and QA Testing and Acceptance Criteria for Precast Concrete Facing Elements Including Panels

Feb 2017 Mar 2, 2017

601S01 (ELEC)

MAINTENANCE AND OPERATION FOR TEMPORARY TRAFFIC SIGNAL SYSTEM WORK - Item No. - Requirements for Maintenance and Operation of Temporary Traffic Signal System

Nov 2014 Dec 18, 2014

610F01 (ELEC)

REMOVAL OF ELECTRICAL EQUIPMENT - Item No. - Shipping of Salvaged Electrical Equipment and Materials

Nov 2016 Jan 12, 2017

611F01 (ELEC)

UNDERPASS LUMINAIRES - Item No., (Same) (TEMPORARY) - Item No., REPLACE (Same) - Item No. - Amendment to OPSS 611, November 2013

Feb 2014 Mar 27, 2014

614F01 (ELEC)

DISTRIBUTION ASSEMBLIES - Item No., (Same) (TEMPORARY) - Item No., SUPPLY CONTROL CABINET ASSEMBLIES - Item No., (Same) (TEMPORARY) - Item No. - Amendment to OPSS 614, November 2012 - Listing of Descriptions for Distribution and Supply Control Cabinet Assemblies, and Supply of Arc Flash and Shock Hazard Warning Labels

Apr 2017 Jun 8, 2017

615S05 (ELEC)

BREAKAWAY BASE ANTI-THEFT DEVICE - Item No. - Amendment to OPSS 615, April 2017

May 2017 Jun 8, 2017

617F01 (ELEC)

LIGHTING LUMINAIRES (VARIOUS) - Item No., (Same) (TEMPORARY) - Item No. - Amendment to OPSS 617, November 2013

Feb 2014 Mar 27, 2014

617F03 (ELEC)

(VARIOUS) LED LIGHTING LUMINAIRES - Item No. - Amendment to OPSS 617, November 2013

Feb 2014 Mar 27, 2014

622F03 (ELEC)

TRAFFIC SIGNAL CONTROLLERS - Item No., TRAFFIC SIGNAL CONTROLLERS (TEMPORARY) - Item No. - Amendment to OPSS 622, April 2017 for Traffic Signal Controller Programming and Timing

May 2017 Jun 8, 2017

623F03 (ELEC)

ACCESSIBLE PEDESTRIAN SIGNALS - Item No., ACCESSIBLE PEDESTRIAN SIGNALS (TEMPORARY) - Item No. - Amendment to OPSS 623, April 2017 for Listing of Product Descriptions and Verbal Announcements for Accessible Pedestrian Signals

May 2017 Jun 8, 2017

623F04 (ELEC)

NON-INTRUSIVE DETECTION SYSTEM - Item No., NON-INTRUSIVE DETECTION SYSTEM (TEMPORARY) - Item No. - Amendment to OPSS 623, April 2017 for Listing of Non-Intrusive Detection System Equipment

May 2017 Jun 8, 2017




630F02 (ELEC)

(Various m) SECTIONAL STEEL HIGH MAST LIGHTING POLES AND EQUIPMENT - Item No. - Amendment to OPSS 630, November 2016

Nov 2016 Jan 12, 2017

631S02

(ELEC)

CONCRETE FOOTINGS FOR HIGH MAST LIGHTING POLES - Item No. - Amendment to OPSS 631, November 2015

Feb 2016 Mar 03, 2016

681F15 (ATMS)

TRAINING FOR ATMS WORK - Item No. - Requirements for Training Seminars to be Provided by the Contractor

Sep 2007 Jan 24, 2008

681F17 (ATMS)

SPARE COMPONENTS FOR ATMS WORK - Item No. - Requirements for Supply of Additional Quantities of Tender Items

Sep 2007 Jan 24, 2008

681F19 (ATMS)

SYSTEM INTEGRATION TESTING FOR ATMS WORK - Item No. - Requirements for System Integration Testing (SIT) of all ATMS Subsystems.

Sep 2007 Jan 24, 2008

681F25 (ATMS)

MAINTENANCE AND WARRANTY FOR ATMS WORK - Item No. - Requirements for Maintenance and Warranty for all ATMS Components Supplied, Installed, Replaced or Modified

Jun 2017 Jun 8, 2017

681F32 (ATMS)

GROUND DEPLOYMENT OF PVMS - Item No., FIXED SUPPORT DEPLOYMENT OF PVMS - Item No. - Requirements for Deployment of Portable Variable Message Signs (PVMS)

Sep 2007 Jan 24, 2008

681F34 (ATMS)

MAINTENANCE AND WARRANTY FOR PVMS - Item No. - Requirements for Maintenance and Warranty of Portable Variable Message Signs (PVMS) and Associated Subsystem Components

Mar 2012 Apr 26, 2012

682S01 (ATMS)

ATMS FIELD EQUIPMENT CABINET MAINTENANCE SITES - Item No. - Requirements for Construction of ATMS Field Equipment Cabinet Maintenance Sites

Apr 2016 Apr 28, 2016

682S07 (ATMS)

FLEXIBLE DUCTS BY SUBSURFACE INSTALLATION – Item No., RIGID DUCTS, DIRECT BURIED - Item No., (Same) (TEMPORARY) – Item No. - Amendment to OPSS 603, November 2015

Feb 2016 Mar 03, 2016

682S08 (ATMS)

SURFACE MOUNTED DUCT SYSTEMS - Item No., (Same) (TEMPORARY) - Item No. - Amendment to OPSS 603, November 2015

Feb 2016 Mar 03, 2016

682S09 (ATMS)

EXTRA LOW VOLTAGE CABLES (VARIOUS) - Item No., SAWCUT SLOT FOR EXTRA LOW VOLTAGE CABLES - Item No. - Amendment to OPSS 604, November 2013

Feb 2014 Mar 27, 2014

682S12 (ATMS)

POWER SUPPLY CABINETS - Item No. - Requirements for Installation of Power Supply Cabinets

Sep 2010 Oct 14, 2010

682S13 (ATMS)

CONCRETE POLES, DIRECT BURIED IN EARTH - Item No. - Amendment to OPSS 615, November 2008

Feb 2009 Mar 12, 2009

682S14 (ATMS)

CONCRETE PADS - Item No. - Amendment to OPSS 616, November 2012 Feb 2013 Mar 7, 2013

682S15 (ATMS)

BASE MOUNTED COMMUNICATION PEDESTALS - Item No. - Requirements for Installation of Base Mounted Communications Pedestal on a Concrete Footing

Sep 2007 Jan 24, 2008

682S16 (ATMS)

CONTROLLER CABINETS - Item No. - Amendment to OPSS 622, April 2017

Jun 2017 Jun 8, 2017

682S17 (ATMS)

CONTROLLERS - Item No. - Requirements for Installation and Testing of Advanced Traffic Controllers (ATCs)

Jul 2012 Sep 13, 2012




682S18 (ATMS)

LOOP VEHICLE DETECTOR SENSOR UNITS - Item No. - Requirements for Installation and Testing of Loop Vehicle Detector Sensor Units

Sep 2007 Jan 24, 2008

682S19 (ATMS)

ATMS LOOP DETECTORS - Item No., (Same) (TEMPORARY) - Item No. - Amendment to OPSS 623, April 2017

May 2017 Jun 8, 2017

682S20 (ATMS)

TEST EXISTING LOOP DETECTORS - Item No. - Requirements for Locating and Testing of Existing Loop Detectors Installed Under Previous Contracts

Sep 2007 Jan 24, 2008

682F22 (ATMS)

REMOVAL OF ADVANCED TRAFFIC MANAGEMENT SYSTEM EQUIPMENT - Item No. - Amendment to OPSS 610, November 2016

Nov 2016 Jan 12, 2017

682S23 (ATMS)

INNER CHAMBERS - Item No. - Requirements for Installation of Inner Chambers Within Rigid Ducts

Sep 2007 Jan 24, 2008

682S25 (ATMS)

CONCRETE FOOTINGS IN EARTH - Item No. - Amendment to OPSS 616, November 2012

Feb 2013 Mar 7, 2013

682S26 (ATMS)

NON-INTRUSIVE TRAFFIC SENSORS (Microwave) - Item No. - Requirements for Installation, Calibration, Integration and Testing of Non-Intrusive Traffic Sensor (NITS) Units

Jun 2017 Jun 8, 2017

682S27 (ATMS)

CONTROLLER CABINETS, POLE MOUNTED - Item No. - Requirements for Installation of Pole Mounted Controller Cabinets

Jun 2017 Jun 8, 2017

682S28 (ATMS)

UNINTERRUPTIBLE POWER SUPPLY UNITS - Item No. - Requirements for Installation and Testing of Uninterruptible Power Supply Units (UPS)

Nov 2013 Dec 5, 2013

682S30 (ATMS)

CONCRETE POLES, DIRECT BURIED IN EARTH WITH CAMERA RAISING AND LOWERING SYSTEM - Item No., (Same) IN ROCK - Item No. - Amendment to OPSS 615, November 2008

Jul 2009 Jul 23, 2009

682F34 (ATMS)

EXTERNAL UNINTERRUPTIBLE POWER SUPPLY UNITS - Item No. - Requirements for Installation and Testing of Integrated External Uninterruptible Power Supply Units

Jun 2017 Jun 8, 2017

683S01 (ATMS)

FIBRE OPTIC COMMUNICATION CABLES, IN DUCTS - Item No., (Same) (TEMPORARY) - Item No., FIBRE OPTIC COMMUNICATION CABLES, AERIAL ON MESSENGER CABLE - Item No., (Same) (TEMPORARY) - Item No. - Requirements for Installation, Splicing and Testing of Fibre Optic Communication Cables to be Placed in Ducts

Feb 2013 Mar 7, 2013

683S02 (ATMS)

SPLICE ENCLOSURES FOR FIBRE OPTIC CABLES - Item No. - Requirements for Installation of Splice Enclosures for Fibre Optic Cables

Sep 2007 Jan 24, 2008

683S03 (ATMS)

DATA INTERFACE CABLES - Item No. - Requirements for Installation and Testing of Connectorized Data Cables for Interfaces

Sep 2007 Jan 24, 2008

683S04 (ATMS)

VIDEO TRANSMITTERS AND RECEIVERS - Item No. - Requirements for Installation and Testing of the Video Transmitters and Receivers

Sep 2007 Jan 24, 2008

683S07 (ATMS)

VIDEO SYSTEM LINE UP AND TEST - Item No. - Requirements for System Line Up and Test (SLAT) of All Existing Analog Video Links

Sep 2007 Jan 24, 2008

683S09 (ATMS)

FIBRE OPTIC MODEMS - Item No. - Requirements for Installation and Testing of Fibre Optic Modems (FOM)

Sep 2007 Jan 24, 2008

683S10 (ATMS)

PORT SHARING DEVICES - Item No. - Requirements for Installation and Testing of Port Sharing Device (PSD)

Sep 2007 Jan 24, 2008




683S11 (ATMS)

DATA SYSTEM LINEUP AND TEST - Item No. - Requirements for Line Up and Test of Data System

Sep 2007 Jan 24, 2008

683F18 (ATMS)

FIBRE OPTIC MODEMS - Item No. - Requirements for Installation and Testing of Low Range Fibre Optic Modems (LFOM), High Range Fibre Optic Modems (HFOM), Fibre Optic Taps (FOT), and Fibre Optic Splitters (FOS)

Apr 2005 Apr 6, 2005

683S19 (ATMS)

DROP / INSERT NODES - Item No., CHANNEL PORTS - Item No. - Requirements for Installation and Testing of Field Drop and Insert Nodes (FDINs), Central Drop and Insert Nodes (CDINs), Data Channel Ports (DCPs), LAN Channel Ports (LCPs) and Fibre Optic Ethernet Hubs (FOEHs)

Sep 2007 Jan 24, 2008

683S22 (ATMS)

WIRELESS ETHERNET BRIDGES - Item No. - Requirements for Installation and Testing of Wireless Ethernet Bridges

Sep 2007 Jan 24, 2008

683S23 (ATMS)

DIGITAL VIDEO ENCODERS AND DECODERS - Item No. - Requirements for Installation and Testing of Digital Video Encoders and Digital Video Decoders

Sep 2007 Jan 24, 2008

683S24 (ATMS)

PORT SERVERS - Item No. - Requirements for Installation and Testing of Port Servers

Sep 2007 Jan 24, 2008

683S25 (ATMS)

ETHERNET SWITCHES - Item No. - Requirements for Installation and Testing of Ethernet Switches

Sep 2010 Oct 14, 2010

683S26 (ATMS)

FIBRE OPTIC ETHERNET MODEM - Item No. - Requirements for Installation and Testing of Fibre Optic Ethernet Modems

Sep 2007 Jan 24, 2008

683S27 (ATMS)

GATEWAY ROUTERS - Item No. - Requirements for the Installation of Gateway Routers

Jun 2017 Jun 8, 2017

684S01 (ATMS)

OUTDOOR CLOSED CIRCUIT TELEVISION CAMERAS - Item No. - Requirements for Installation and Testing of CCTV Camera and Lens, Environmental Enclosure, Video Interface Cable and Camera and Accessory Power Cable and Ground Wire

Sep 2007 Jan 24, 2008

684S07 (ATMS)

CLOSED CIRCUIT TELEVISION VIDEO MONITORS - Requirements for Supply, Installation and Testing of CCTV Monitors

Sep 2007 Jan 24, 2008

684S10 (ATMS)

DOME CAMERA SYSTEM - Item No. - Requirements for Installation and Testing of Dome Camera System

Feb 2014 Mar 27, 2014

685S01 (ATMS)

VARIABLE MESSAGE SIGNS - Item No. - Requirements for Design, Installation and Testing of Colour Full Matrix Variable Message Signs (VMS), VMS controllers, and All Associated Equipment

Feb 2016 Mar 03, 2016

685S07 (ATMS)

FIXED SUPPORT MOUNTABLE VARIABLE MESSAGE SIGNS - Item No. - Requirements for Delivery, Installation, Documentation and Testing of Variable Message Signs (VMS) to be Mounted on a Support Structure

Feb 2016 Mar 03, 2016

687S01 (ATMS)

RACK ASSEMBLIES - Item No. - Requirements for Installation of Rack Assemblies Including Power Distribution Equipment

Sep 2007 Jan 24, 2008

706F04 PVMS (TEMPORARY) - Item No., PVMS, RELOCATION - Item No. - Amendment to OPSS 706, November 2016 - Designation of Modem and Message Details for PVMS

Nov 2016 Mar 2, 2017

708F01 PORTABLE TEMPORARY TRAFFIC SIGNALS - Item No. - Amendment to OPSS 708, November 2016 - Traffic Signal Timing

Nov 2016 Jan 12, 2017




710S01 PAVEMENT MARKING - Item No., (Same), DURABLE - Item No., (Same), TEMPORARY - Item No., (Same), TEMPORARY - REMOVABLE - Item No. - Amendment to OPSS 710, November 2010

Sep 2011 Sep 29, 2011

710S02 PAVEMENT MARKING - Item No., (Same), TEMPORARY - Item No. - Amendment to OPSS 710, November 2010 - Double Application of Organic Solvent Based Traffic Paint

Sep 2011 Sep 29, 2011

710S03 PAVEMENT MARKING OBLITERATING – BY ABRASIVE BLASTING - Item No. - Amendment to OPSS 710, November 2010 - Removing and Obliterating Pavement Markings

Sep 2011 Sep 29, 2011

710S04 PAVEMENT MARKING OBLITERATING - BY GRINDING - Item No. - Amendment to OPSS 710, November 2010 - Removing and Obliterating Pavement Markings

Sep 2011 Sep 29, 2011

710S05 PAVEMENT MARKING OBLITERATING - BY BLACK LINE MASK – Item No. - Amendment to OPSS 710, November 2010 - Removing and Obliterating Pavement Markings

Sep 2011 Sep 29, 2011

710S06 PAVEMENT MARKERS, RECESSED - Item No. - Amendment to OPSS 710, November 2010 - Marker Requirements for Recessed Pavement Markers

Sep 2011 Sep 29, 2011

710F07 PAVEMENT MARKING - Item No., (Same), DURABLE - Item No. - Amendment to OPSS 710, November 2010

Sep 2011 Sep 29, 2011

710F08 PAVEMENT MARKING, TEMPORARY - Item No. - Amendment to OPSS 710, November 2010

Sep 2011 Sep 29, 2011

710F09 PAVEMENT MARKING, TEMPORARY, FIELD REACTED POLYMERIC - FLUORESCENT ORANGE – Item No. - Amendment to OPSS 710, November 2010

Feb 2012 Mar 15, 2012

710F10 PAVEMENT MARKING, TEMPORARY, PAINT - FLUORESCENT ORANGE - Item No. - Amendment to OPSS 710, November 2010

Feb 2012 Mar 15, 2012

710S11 PAVEMENT MARKING, TEMPORARY REMOVABLE - FLUORESCENT ORANGE - Item No. - Amendment to OPSS 710, November 2010

Feb 2012 Mar 15, 2012

721S05 SINGLE RAIL STEEL BEAM GUIDE RAIL - Item No. - Amendment to OPSS 721, November 2015 - Type M SBGR Mounting Heights

Apr 2016 Apr 28, 2016

721S06 SINGLE RAIL STEEL BEAM GUIDE RAIL, BASE PLATED FOR SHALLOW CULVERTS - Item No. - Amendment to OPSS 721, November 2015

Jul 2016 Jul 21, 2016

723S01 ENERGY ATTENUATOR – TEMPORARY, REDUCED EXPOSURE - Item No., ENERGY ATTENUATOR – RELOCATION, REDUCED EXPOSURE - Item No. - Amendment to OPSS 723, November 2015

Aug 2016 Sep 1, 2016

723S02 ENERGY ATTENUATOR - TEMPORARY, NARROW - Item No. - Amendment to OPSS 723, November 2015

Feb 2017 Mar 2, 2017

732S03 STEEL BEAM ENERGY ATTENUATING TERMINAL SYSTEM - Item No. - Amendment to OPSS 732, April 2016

Sep 2016 Sep 1, 2016

740S01 CONCRETE BARRIER - Item No., ASYMMETRIC (Same) - Item No., TALL WALL BARRIER - Item No., ASYMMETRIC (Same) - Item No. - Amendment to OPSS 740, November 2010

Sep 2011 Sep 29, 2011




741S01 TEMPORARY CONCRETE BARRIER, REDUCED DEFLECTION - Item No.; (Same), RELOCATION - Item No. - Amendment to OPSS 741, November 2014

Jul 2015 Aug 27, 2015

741S02 STEEL BEAM ENERGY ATTENUATING TERMINAL SYSTEM - Item No. - Amendment to OPSS 732, April 2016

Aug 2016 Sep 1, 2016

760F01 “height” NOISE BARRIER SYSTEM – Item No., “height” NOISE BARRIER SYSTEM INCLUDING PRECAST NOISE/TRAFFIC BARRIER - Item No., “height” NOISE BARRIER SYSTEM ON STRUCTURES – Item No., NOISE BARRIER ACCESS – Item No. - Amendment to OPSS 760, November 2014

Jun 2015 Oct 22, 2015

799S03 TEMPORARY TRANSITION RAIL - Item No. - Construction Specification for Temporary Transition Rail

Sep 2011 Sep 29, 2011

799S04 PERMANENT REACT 350 - Item No. - Construction Specification for Permanent REACT 350

Feb 2013 Mar 7, 2013

799S05 CIAS; STEAL BEAM TERMINAL; SBEAT SYSTEM; ENERGY ATTENUATOR - (VARIOUS); PERMANENT REACT 350; TCB RESTRAINT SYSTEM - (VARIOUS); HIGH TENSION THREE CABLE GUIDE RAIL (Various); HIGH TENSION CABLE GUIDE RAIL TERMINAL SYSTEM; INTERMEDIATE SIGNS (VARIOUS) - Item No. - Certification of Safety Items

Feb 2017 Mar 2, 2017

799S08 BOLLARDS - Item No. - Construction Specification for the Installation of Bollards

Mar 2012 Mar 15, 2012

799S12 RAMP CLOSURE GATES - Item No., CONCRETE IN RAMP CLOSURE GATE SUPPORT FOOTINGS - Item No. - Construction Specification for Ramp Closure Gates

May 2013 Jun 20, 2013

799S15 HIGH TENSION THREE CABLE GUIDE RAIL – SHOULDER INSTALLATION - Item No., HIGH TENSION THREE CABLE GUIDE RAIL – SLOPE INSTALLATION - Item No., HIGH TENSION CABLE GUIDE RAIL TERMINAL SYSTEM - Item No. - Requirements for the Installation of High Tension Cable Guide Rail and Terminal Systems

Dec 2016 Dec 15, 2016

799S16 STEEL BEAM TERMINAL SYSTEM - Item No. - Requirements for the Installation of Steel Beam Terminal (SBT) System

Dec 2016 Dec 15, 2016

799S17 INTERMEDIATE SIGNS, (Various) - Item No. - Construction Specification for Permanent Intermediate Signs and Support Systems

Feb 2017 Mar 2, 2017

805F01 (VARIOUS) BARRIERS – Item No., (VARIOUS) CHECK DAMS - Item No., (VARIOUS) TRAPS – Item No., TURBIDITY CURTAINS – Item No., COFFERDAMS – Item No., FIBRE ROLL GRADE BREAKS - Item No., SLOPE DRAINS - Item No., DIVERSION DITCHES - Item No., FILTER BAGS - Item No., - Amendment to OPSS 805, November 2015

Dec 2015 Jan 28, 2016

899S01 MANAGEMENT AND DISPOSAL OF MATERIALS CONTAINING ASBESTOS - Item No. - Requirements for Management and Disposal of Materials That Contain or May Contain Asbestos

Mar 2015 Apr 23, 2015

911F10 COATING EXISTING STRUCTURAL STEEL - Item No., COATING NEW STRUCTURAL STEEL - Item No., COATING STEEL RAILING SYSTEM(S) - Item No. - Item No. - Supplemental Instructions to Bidders and Amendment to OPSS 911, November 2014

May 2016 Jun 9, 2016




914F02 BRIDGE DECK WATERPROOFING - Item No., DECK SURFACE PREPARATION - Item No. - Amendment to OPSS 914, November 2014

Dec 2014 Dec 18, 2014

914S03 FORM AND FILL GROOVES - Item No. - Amendment to OPSS 914, November 2014

Mar 2016 Mar 03, 2016

922F01 BEARINGS - Item No. - Amendment to OPSS 922, November 2016 - Requirements for Elastomeric Bearings

Nov 2016 Jan 12, 2017

928F01 CONCRETE REMOVAL - PARTIAL DEPTH - TYPE (A, B, C) - Item No. - Half Cell Survey

Aug 1995 Sep 1, 1995

931S01 NORMAL SHOTCRETE - Item No., SILICA FUME SHOTCRETE - Item No. - Construction Specification for Structure Rehabilitation - Shotcrete (Deletes and Replaces OPSS 931 In Its Entirety)

Feb 2017 Mar 2, 2017

999S02 GLASS FIBRE REINFORCING POLYMER REINFORCING BAR - Item No. - Construction Specification For Glass Fibre Reinforcing Polymer Reinforcing Bar

Jun 2017 Jun 8, 2017

999F29 DOWELS INTO CONCRETE - Item No. - Construction Specification for the Installation of Metallic Dowels Into Concrete

May 2016 Jun 9, 2016

999S30 JACKING OF SUPERSTRUCTURE – Item No. - Construction Specification for the Jacking of Bridge Superstructure

Feb 2016 Mar 03, 2016

999F31 PRECAST CONCRETE BRIDGE ELEMENTS, FABRICATION - Item No., (Same), DELIVERY - Item No., (Same), INSTALLATION - Item. No. - Construction Specification for Non-Prestressed Precast Concrete Bridge Elements

Feb 2017 Mar 2, 2017

Note: The above table lists all active SSPs currently implemented for use in CPS. Those identified

as (ELEC) or (ATMS) are published in Volume 3, Electrical CDED Manual and Volume 4, Electrical CDED ATMS Manual, accordingly. Users should refer to the respective manuals for further information regarding the use of those SPs.


AMENDMENT TO OPSS 911, NOVEMBER 2014 - Measurement of Coating Thickness

Special Provision No. 109S13 July 2017

911.08 QUALITY ASSURANCE 911.08.06.01 Measurement of Coating Thickness on New Structural Steel Sign Support

Structures and Sectional Steel High Mast Lighting Poles Clause 911.08.06.01 of OPSS 911 is deleted in its entirety and replaced with the following: The dry film thickness shall be measured by Type 2 constant probe magnetic gauges according to ASTM D 7091 and SSPC-PA 2, except that 5 separate spot measurements at representative locations of each galvanized sign support columns or legs and each sectional steel high mast lighting pole shall be taken after the application of individual coats of the paint coating system. The Contractor shall note defects on sectional steel high mast lighting poles prior to installation. All defects shall be repaired according to the Repair of Paint Coatings on Galvanized Surfaces and Repair of Hot Dip Galvanizing clauses as applicable. The coating of sectional steel high mast lighting poles is subject to inspection by the Contract Administrator.

July 2017 Page 1 of 1 SSP 109S13

AMENDMENT TO OPSS 905, NOVEMBER 2014

Special Provision No. 109S17 June 2017

OPSS 905, November 2014 Construction Specification for Steel Reinforcement for Concrete is deleted in its entirety and replaced with the following: 905.01 SCOPE This specification covers the requirements for the placement of all steel reinforcement and mechanical connections for concrete structures. 905.02 REFERENCES This specification refers to the following standards, specifications or publications: Ontario Provincial Standard Specifications, Construction OPSS 909 Prestressed Concrete - Precast Members OPSS 910 Stressing Systems for Post-Tensioning Ontario Provincial Standard Specifications, Material OPSS 1440 Steel Reinforcement for Concrete Ontario Ministry of Transportation Publications Structural Manual Laboratory Testing Manual: LS-434 Method of Test for Mechanical Connectors Used to Splice Steel Reinforcement LS-448 Method of Test for Determination of Tensile Properties of Welded Wire Reinforcement CSA Standards G30.18-09 (R2014) Carbon Steel Bars for Concrete Reinforcement S6-14 Canadian Highway Bridge Design Code W186-M1990 (R2012) Welding of Reinforcing Bars in Reinforced Concrete Construction ASTM International A 276 / A 276M-16a Stainless Steel Bars and Shapes A 421 / A 421M-15 Stress - Relieved Steel Wire for Prestressed Concrete A 955 / A 955M-16a Deformed and Plain Stainless Steel Bars for Concrete Reinforcement 905.03 DEFINITIONS For the purpose of this specification the following definitions apply:

June 2017 Page 1 of 13 SSP 109S17

Mechanical Connection means a joining of two reinforcing steel bars, stainless steel reinforcing bars, or post-tensioning tendons by means of a mechanical connector. Post-Tensioning means a method of prestressing in which tendons are stressed after the concrete has reached a predetermined strength. Prestressing Steel means steel strand or bar that exhibits the principal attributes of high tensile strength and ductility because of its composition and method of production. Reinforcing Steel Bars means deformed steel bars made of carbon steel as defined in CSA G30.18, used for the reinforcement of concrete. Slip means the axial displacement of the reinforcing bars measured relative to the mechanical connector. Displacement is measured at a rebar stress of 5% of specified yield after the mechanical connection has been loaded to a rebar stress of 50% of specified yield and then unloaded to a bar stress of 5% of specified yield. Splice Bar means a reinforcing steel bar or stainless steel reinforcing bar that is further manufactured, other than by solely cutting threads, to be compatible with a specific mechanical connector. Stainless Steel Reinforcing Bars means deformed stainless steel bars as defined in ASTM A 955 / A 955M used for the reinforcement of concrete. Steel Reinforcement means all types of steel reinforcement for concrete including reinforcing steel bars, stainless steel reinforcing bars, splice bars, steel welded wire reinforcement, and prestressing strands and bars. Steel Welded Wire Reinforcement means a wire mesh fabricated by means of resistance welding the crossing joints, available in rolls or flat sheets. Strand means a group of wires laid helically over a central-core wire. A seven-wire strand would consist of six outer wires laid over a single wire core. Structure means any bridge, culvert, tunnel, retaining wall, wharf, dock, or guideway, or any part thereof, or other reinforced concrete component designed to carry loads, including high mast pole footings and sign support footings. Swaged means to apply circumferential pressure to a sleeve surrounding a bar to deform the sleeve sufficiently to achieve bearing between the deformed sleeve and the deformations on the bar. Ultimate Tensile Strength means the breaking load of the material per unit area established by tensile testing. Yield Strength means the stress at which the material exhibits a specified deviation of proportionality of stress and strain. 905.04 DESIGN AND SUBMISSION REQUIREMENTS 905.04.01 Submission Requirements 905.04.01.01 Working Drawings


905.04.01.01.01 Steel Reinforcement Working Drawings Three sets of steel reinforcement Working Drawings shall be submitted to the Contract Administrator for information purposes only at least 7 Days prior to the commencement of placing steel reinforcement. An Engineer’s seal and signature shall be affixed on the Working Drawings verifying that they are consistent with the Contract Documents. The Working Drawings shall include at least the following: quantity, bar size, grade, mark number, location, and spacing for all steel reinforcement. When a metric to imperial bar size substitution is made, the placing drawings shall include the quantity, bar size, grade, location, and spacing of both the metric and the substitute imperial bar. When bar marks are indicated on the Contract Documents and reinforcing bar lists show the same bar marks, Working Drawings are not required. A sealed and signed copy of these drawings shall be kept at the site before and during placing of steel reinforcement. 905.04.01.01.02 Steel Reinforcement Schedule Three sets of steel reinforcement schedules shall be submitted to the Contract Administrator for information purposes only at least 7 Days prior to the commencement of placing steel reinforcement. An Engineer’s seal and signature shall be affixed on the Working Drawings verifying that they are consistent with the Contract Documents. The steel reinforcement schedules shall include at least: quantity, bar size, grade, reinforcing steel bars, stainless steel reinforcing bars, welded wire reinforcement, type if applicable, length, and bending dimensions. When bar marks are shown on the Working Drawings, they shall be used in the schedule. Steel reinforcement shall be detailed according to CAN/CSA-S6, and the Structural Manual. A sealed and signed copy of the steel reinforcement schedule shall be kept at the site prior to and during placement of steel reinforcement. 905.04.01.02 Prestressed Concrete - Precast Members Submission of proposals and shop drawings for prestressed concrete-precast members shall be according to OPSS 909. 905.04.01.03 Prestressed Concrete - Post-Tensioning Submissions for post-tensioning shall be according to OPSS 910. 905.04.01.04 Welding Details Three sets of welding details shall be submitted to the Contract Administrator for information purposes only at least 7 Days prior to the commencement of steel reinforcement welding. An Engineer’s seal and signature shall be affixed on the Working Drawings verifying that they are consistent with the Contract Documents. The welding details shall include materials, procedures, bars to be welded, location, and type of welds, as well as details of tack welds. Details shall be designed to prevent notching effects in the bars.


A sealed and signed copy of the welding details shall be kept at the site prior to and during welding of reinforcing. 905.04.01.05 Mechanical Connections Details Three sets of mechanical connection details shall be submitted to the Contract Administrator for information purposes only at least 7 Days prior to the commencement of installation of the connectors. Prior to making a submission, an Engineer’s seal and signature shall be affixed on the Working Drawings verifying that they are consistent with the Contract Documents. The connections details shall contain the following information: a) The type or series identification of the connector. b) The grade and size of the reinforcement to be joined by the connector. c) A copy of the manufacturer's catalogue giving complete data on the connector material and installation

procedures. d) Location of splices, including type of splice. 905.05 MATERIALS 905.05.01 Steel Reinforcement Steel reinforcement shall be according to OPSS 1440. 905.05.02 Post-Tensioning Materials Post-tensioning materials shall be according to OPSS 910. 905.05.03 Mechanical Connections Details 905.05.03.01 Post-Tensioning Tendons When tested in an unbonded condition, mechanical connections for post-tensioning tendons shall develop at least 100% of the ultimate tensile strength of the tendons, without exceeding the anticipated set. The mechanical connection shall withstand without failure, two million cycles of stress through a range of 245 MPa for plain bars and 195 MPa for strands and ribbed bars. The upper limit of the range shall be 70% of the nominal tensile strength. 905.05.03.02 Reinforcing Steel Bars, Stainless Steel Reinforcing Bars The mechanical connections shall be qualified by tests made on sample splices according to the Job Control Tests clause. Mechanical connections for steel reinforcement shall develop, in tension, at least 125% of the specified yield strength of the bars to be used, in the test of the mechanical connection.


The total slip of the reinforcing bars shall not exceed the following measured displacements between gauge points straddling the mechanical connector: a) For bar sizes up to and including No. 45M 0.25 mm b) For No. 55M bars 0.75 mm Splice bars shall be supplied by the manufacturer of the associated mechanical connector. Stainless steel splice bars shall be used with stainless steel reinforcing bars and shall be of a type according to OPSS 1440. 905.05.04 Mechanical Connectors 905.05.04.01 Post-Tensioning Tendons Mechanical connectors shall be supplied by the manufacturer of the prestressing system. 905.05.04.02 Reinforcing Steel Bars, Stainless Steel Reinforcing Bars Mechanical connectors shall be of an approved type and design and may be the form saver type, the filled sleeve type, the sleeve swaged coupler type, the threaded coupler type, the hot rolled thread bar coupler type, or the forged bar coupler type. Stainless steel mechanical connectors shall be used with stainless steel reinforcing bars and shall be of a type according to OPSS 1440. 905.05.05 Associated Hardware Only hardware, including spacers and support devices, approved by the Owner shall be used with steel reinforcement and the hardware shall meet the following requirements: a) All supports or support systems shall be capable of withstanding the loads to be placed on them. b) Except for tie wire, embedded hardware within 50 mm of exposed surfaces shall be stainless steel,

galvanized steel, or of a non-metallic material verified not to react with concrete and approved by the ministry prior to use.

c) Tie wire shall be 1.2 or 1.6 mm in diameter and shall be annealed ferrous wire except for the tie wire used

to tie stainless steel reinforcing bars to stainless steel reinforcing bars, reinforcing steel bars, and shear studs, which shall be Type 316 LN or Type 316L, stainless steel wire.

d) Bar chairs for supporting stainless steel reinforcing bars shall be non-metallic. Concrete chairs shall not be

used to support stainless steel reinforcing bars. e) Concrete chairs shall not be used except in footings and against granular surfaces.


905.07 CONSTRUCTION 905.07.01 General All steel reinforcement and accessories shall be kept clean of all mud, oil, and other deleterious materials and stored clear of ground contact. Steel reinforcement shall be placed according to the tolerances shown in Table 1. The tolerances listed include fabrication tolerances. 905.07.02 Reinforcing Steel Bars, Stainless Steel Reinforcing Bars, Splice Bars, Stainless

Steel Splice Bars and Steel Welded Wire Reinforcing 905.07.02.01 Storage and Protection of Stainless Steel Reinforcing Bars Stainless steel reinforcing bars shall be stored separately from reinforcing steel bars with the bar tags maintained and clearly visible until ready for placement. 905.07.02.02 Placing Steel reinforcement shall be accurately placed in the positions as specified in the Contract Documents and held in the correct location during the operations of placing and consolidating concrete. Bars shall be tied at least at every fourth intersection. The maximum untied length of any bar shall be 1 m. For slab-on-girder type decks, the top layer of deck reinforcement shall be tied to the shear studs or shear stirrups on each girder at approximately 1.5 m centres. Spacers for spirals shall be equally spaced around the spiral and shall be so that the specified pitch of the spiral is maintained. 905.07.02.03 Surface Condition Steel reinforcement other than stainless steel reinforcing bars with rust, mill scale, or a combination of both shall be acceptable, provided the minimum physical properties including height of deformations and mass of a wire brushed test specimen are not less than the applicable specification requirements. Loose scale shall be removed. Stainless steel reinforcing bars at the time the concrete is placed shall be free of deposits of iron and non-stainless steels. 905.07.02.04 Cutting The cutting of stainless steel reinforcing bars, reinforcing steel bars, welded wire reinforcement, and splice bars by oxyacetylene torch may be carried out only when permitted in writing by the Contract Administrator. 905.07.02.05 Bending Field bending of stainless steel reinforcing bars and reinforcing steel bars shall not be permitted, except when specified in the Contract Documents or authorized by the Contract Administrator.


905.07.02.06 Welding Welding, including tack welding, shall not be permitted except as specified in the Contract Documents or as shown on the welding details submitted to the Contract Administrator. The welding of stainless steel reinforcing bars and reinforcing steel bars shall be according to CSA W186 and shall be performed by companies certified by the Canadian Welding Bureau according to CSA W186. Welding shall not be permitted within 3 m of any prestressing steel. Grounding welding equipment to prestressing steel or sheath shall not be permitted. Except for splicing of stainless spirals, welding of stainless steel reinforcing bars shall not be permitted. 905.07.02.07 Splicing Welded splices shall develop 100% of the tensile strength of the bar. Splices for stainless steel reinforcing bars and reinforcing steel other than spirals shall be made as specified in the Working Drawings. End anchorage of column spiral reinforcement shall be provided either by one and one half extra turns of spiral bar at each end of the spiral, one end embedded in the footing and the other end in the component supported above, or by a 90 degree bend around a longitudinal reinforcing bar plus an extension of at least 24 bar diameters into the core of the column. Splicing of spiral reinforcing bars by means of a non-welded splice shall be made as specified in the Working Drawings. Non-welded splices shall be affected by mechanical connections or anchoring the ends of the spiral bars by means of a 90 degree bend around a longitudinal reinforcing bar with extensions of at least 24 bar diameters into the core of the column. 905.07.02.08 Mechanical Connections Mechanical connections shall only be permitted as specified in the Contract Drawings. Locations of mechanical connections shall be as specified in the Working Drawings. When a mechanical connector type is specified in the Contract Documents, only the specified mechanical connector type shall be used for that application. The form saver type of mechanical connector shall only be used at construction joints. The mechanical connections shall be qualified by tests made on sample splices according to the Job Control Tests clause. All procedures and equipment for mechanical connections shall be according to the manufacturer's recommendations. Ends of reinforcing bars to be joined shall be cut nominally square. Connector sleeves shall have the clear cover as specified for the reinforcing steel in that location.


Stirrups, ties, and other reinforcement shall be adjusted or relocated, if necessary, to provide the required clear cover to the reinforcement. Threads cut on the ends of the reinforcing steel bars shall match the internal threads in the connector. 905.07.02.08.01 Job Control Tests When mechanical connectors are used, sample connections shall be assembled at the work site in the presence of the Contract Administrator. Frequency of sampling and method of sample assembly shall be according to the Quality Assurance section. Sample connections for testing shall be assembled on site in exactly the same manner as the connectors used in the Work. Sample connections fully assembled anywhere other than on site and in the presence of the Contract Administrator shall not be submitted for testing. Samples for testing shall be submitted at least 10 Days prior to intended start of concrete placement. 905.07.02.08.02 Interim Inspection after Installation of Mechanical Connectors A written notice shall be submitted by a competent and authorized representative of the Contractor at the completion of job control testing and mechanical connector installation that work has been carried out in accordance with the Working Drawings and Contract Documents, and is requesting that the Contract Administrator perform the inspection. The Contractor shall allow the Contract Administrator 2 Business Days to complete the inspection. The next operation shall not proceed until the Contract Administrator has completed the inspection and issued a written notice to proceed. 905.07.03 Prestressing Steel for Prestressed Concrete 905.07.03.01 Surface Condition All prestressing steel shall be clean and free of all rust, oil, dirt, scale, and pitting. Prestressing steel may have a light oxide coating. 905.07.03.02 Placing Prestressing steel shall be accurately placed in the positions as specified in the Contract Documents and held in the correct location during the operations of placing and compacting concrete. Prestressing steel shall be placed according to the tolerances shown in Table 1. Mechanical connections in strand or high strength bars shall not be permitted in the Work, unless specified in the Contract Documents. Mechanical connections shall be installed according to the recommendations of the manufacturer of the prestressing system used. 905.07.03.03 Welding Welding of prestressing strand shall not be permitted.


905.07.04 Stressing Systems for Post-Tensioning Construction requirements for stressing systems for post-tensioning shall be according to OPSS 910. 905.07.05 Inspection after Placing Reinforcement A written notice shall be submitted by a competent and authorized representative of the Contractor, at the completion of the steel reinforcement placement, that work has been carried out in accordance with the Working Drawings and Contract Documents, and is requesting that the Contract Administrator perform the inspection. The Contractor shall allow the Contract Administrator 2 Business Days to complete the inspection. The placing of concrete for any component shall not proceed until the Contract Administrator has completed the placement inspection and issued a written notice to proceed. 905.07.06 Management of Excess Material Management of excess material shall be according to the Contract Documents. 905.08 QUALITY ASSURANCE 905.08.01 Sampling 905.08.01.01 Prestressing Steel The Contractor shall notify the Contract Administrator when prestressing steel is available for sampling. Samples selected by the Contract Administrator shall be properly labeled by the Contractor for submission at least 3 weeks in advance of anticipated use to the Owner's laboratory or as directed by the Contract Administrator. Samples of prestressing steel shall be provided as follows: a) For strand; 1 sample, 1.0 m long from each reel. b) For anchorages and connectors; samples shall be selected by the Contract Administrator on a random basis. 905.08.01.02 Reinforcing Steel Bars and Stainless Steel Reinforcing Bars The sampling of reinforcing steel bar shall be at the discretion of the Contract Administrator and shall be on a random basis. Three, 1.5 m long randomly selected samples of each bar size supplied in a lot of stainless steel reinforcing bars shall be submitted to the Contract Administrator with the mill certificates for that lot. The Contractor shall deliver the samples of reinforcing steel bar and stainless steel reinforcing bars to: Head, Concrete Section Ontario Ministry of Transportation Room 15,


145 Sir William Hearst Avenue Downsview, Ontario, M3M 0B6 905.08.01.03 Mechanical Connectors - Sampling for Job Control Test Mechanical connectors shall be sampled for acceptance on a lot basis. A lot shall consist of all connectors of one size and type from one supplier. If a lot contains more than 300 connectors, it shall be divided into sublots of a maximum of 300 connectors. Sublots shall be of approximately equal size. The Contractor shall assemble six sample connections per sublot or six sample connections per lot if there are less than 300 connectors. The reinforcing bars from which the test samples are to be fabricated shall be selected on a random basis at the site by the Contract Administrator. The length of each bar to be joined shall be at least 500 mm. The same materials, position, location, equipment, and procedures as are being used to make connections in the reinforcing bars in the work shall be used when making the sample connections. The Contractor shall complete Form PH-CC-812, Field Sample Data Sheet-Mechanical Connectors, for each assembled sample. The Contractor shall submit the samples and the completed forms along with mill test certificates corresponding to the bars used, to the Contract Administrator for delivery to the laboratory designated by the ministry. 905.08.01.04 Steel Welded Wire Reinforcement- Sampling for Tensile Strength Welded wire reinforcement shall be sampled for acceptance on a lot basis. A lot shall be 7000 m2 of welded wire reinforcement or fraction thereof. A minimum of five samples shall be taken per lot for testing and shall be extracted from the same sheet of mesh. Each specimen shall be a minimum length of 500 mm and shall contain at least one cross-wire in its middle section. The sampling time and location shall be determined by the Contract Administrator. 905.08.02 Testing 905.08.02.01 Prestressing Steel The testing of prestressing steel shall be according to ASTM A 421 / A 421M. 905.08.02.02 Reinforcing Steel Bar and Stainless Steel Reinforcing Bar The testing of reinforcing steel bar and stainless steel reinforcing bar shall be according to ASTM A 276 / A 276M and A 955 / A 955M. 905.08.02.03 Mechanical Connections 905.08.02.03.01 Testing for Torque The torque shall be checked on 5% of the splices. Formwork that limits access to connectors for testing purposes shall not be placed until testing has been completed.


905.08.02.03.02 Job Control Test Three of the six sample connections for each lot or sublot shall be tested for acceptance and the remaining three samples shall be retained by the testing laboratory for referee testing, if invoked. The samples shall be tested for slip and tensile strength according to the ministry’s laboratory test method LS-434. If one or more of the three test samples fails to meet the requirements of this specification for either the slip or tensile strength, the lot or sublot represented by the samples shall be rejected. Individual test results shall be forwarded to the Contractor, as they become available. 905.08.02.03.03 Job Control Test - Referee Testing Referee testing of mechanical connectors may be invoked by the Contractor within 5 Business Days of receiving the test result. When referee testing is invoked, the three retained referee samples will be tested by the referee laboratory designated by the ministry. The samples shall be tested for slip and tensile strength according to LS-434. Referee test results shall be forwarded to the Contractor, as they become available. If one or more of the referee samples fails to meet the requirements of this specification for either the slip or tensile strength, the Acceptance Testing results are confirmed and shall be the basis of acceptance. When all three referee samples meet the requirements of this specification for slip and tensile strength, the Acceptance Testing results are not confirmed and the referee test results shall replace the Acceptance Testing results as the basis of acceptance. 905.08.02.03.04 Referee Testing Cost The cost of mechanical connector referee testing shall be as specified in the Contract Documents. When the referee results indicate that the acceptance test results for refereed lot or sublot are not confirmed, the Owner shall bear the cost. When the referee results indicate that the acceptance test results for refereed lot or sublot are confirmed, the Contractor shall be charged the cost of mechanical connector testing. 905.08.02.04 Steel Welded Wire Reinforcement for Tensile Strength Testing of tensile strength of welded wire reinforcement shall be according to LS-448. The lot of material shall be considered acceptable if the average of the valid test results meet or exceed 4% elongation, the specified yield strength and none of the individual valid test results have less than 3.2% elongation. A minimum of 3 valid test results is required for acceptance. If less than 3 valid test results are obtained then the lot of material shall be resampled and tested until a total of 5 valid test results are obtained. No valid test results shall be discarded. Unacceptable lots shall be rejected and replaced.


905.09 MEASUREMENT FOR PAYMENT 905.09.01 Actual Measurement 905.09.01.01 Mechanical Connectors Stainless Steel Mechanical Connectors For measurement purposes, a count shall be made of the number of connectors installed. 905.09.02 Plan Quantity When measurement is by Plan Quantity, such measurement shall be based on the units shown in the clauses under Actual Measurement. 905.10 BASIS OF PAYMENT 905.10.01 Reinforcing Steel Bar - Item Stainless Steel Reinforcing Bar - Item Payment at the Contract price for the above tender items shall be full compensation for all labour, Equipment, and Material to do the work. 905.10.02 Mechanical Connectors - Item Stainless Steel Mechanical Connectors - Item Payment at the Contract price for the above tender items shall be full compensation for all labour, Equipment, and Material to do the work.


TABLE 1 Tolerances for Cover and Placing Accuracy

TYPE TOLERANCE (mm)

Steel Reinforcement Cast-in-Place Concrete Precast Concrete

Cover to Surface of Concrete and Placing Accuracy (Notes 1 and 2)

a) Principal Steel Reinforcement ± 20 ±10 b) Concrete Cast Against and Permanently

Exposed to Earth ± 25

c) Stirrups in Webs +5, - 3 d) Stirrups, Ties, Spirals ± 20 ± 10 e) Deck Slab i) Top ii) Bottom

± 20 ± 10

± 15 ± 10

f) Remainder ± 30 ± 30 g) Lateral spacing in slabs and walls ± 30 (Note 3) ± 30 (Note 3) h) Longitudinal location of bends and ends of bar

in continuous member

± 50

± 50 i) Longitudinal location of bends and ends of bar

at discontinuous end

± 20

± 20 Prestressing Steel Placing Accuracy Horizontal and Vertical

a) Prestressing strands or bars ± 5 Notes: 1. The cover to the concrete surface shall not be reduced by more than one-third of the specified cover.

2. The clear distance between bars shall not be less than one and one-half times the nominal diameter of the bar, one and one-half times the nominal size of the coarse aggregate, or 40 mm.

In two or more layers, the rebar shall be directly above one another and the clear distance between layers shall not be less than 25 mm.

The tolerances e) through f) do not apply to the lateral spacing of bars in slabs and walls.

3. The number of bars specified per metre width shall be placed in the metre width.




OPSS 1103, November 2016, Material Specification for Emulsified Asphalt, is deleted in its entirety and replaced with the following: 1103.01 SCOPE This specification covers the requirements for different types and grades of emulsified asphalt suitable for both roadway construction and as a straw mulch adhesive. 1103.02 REFERENCES This specification refers to the following standards, specifications, or publications: Ontario Provincial Standard Specifications, Material OPSS 1153 Emulsified Asphalt Patching Material Ontario Ministry of Transportation Publications MTO Laboratory Testing Manual: LS-200 Penetration of Bituminous Materials LS-204 Solubility of Bituminous Materials in Trichloroethylene LS-205 Ductility of Bituminous Materials LS-207 Float of Bituminous Materials LS-208 Elastic Recovery by Ductilometer LS-216 Determination of Residue by Distillation of Emulsified Asphalts LS-217 Determination of Oil Portion of Distillate in Emulsified Asphalt Primers LS-218 Particle Charge of Emulsified Asphalt and Emulsified Asphalt Primers LS-219 Viscosity of Emulsified Asphalts LS-220 Demulsibility of Emulsified Asphalts LS-221 Settlement and Storage Stability of Emulsified Asphalt LS-222 Cement Mixing of Emulsified Asphalts LS-223 Sieve Test for Emulsified Asphalts LS-224 Coating for Emulsified Asphalts LS-226 Test for High Float Emulsified Asphalt ASTM International D 140/D 140M -15 Standard Practice for Sampling Bituminous Materials D 1310-14 Standard Test Method for Flash Point and Fire Point of Liquids by Tag Open-Cup

Apparatus D 2939-03 Test Methods for Emulsified Bitumens Used As Protective Coating D 6930-10 Standard Test Method for Settlement and Storage Stability of Emulsified Asphalts D 6997-12 Standard Test Method for Distillation of Emulsified Asphalt D 6998-11 Standard Practice for Evaluating Aggregate Coating Using Emulsified Asphalts D 36/D36M-14e1 Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus)


Others Environment and Climate Change Canada - Code of Practice for the Reduction of Volatile Organic Compound (VOC) Emissions from the Use of Cutback and Emulsified Asphalt - Feb, 2017 Ozone Annex (2000) of the Canada-United States Air Quality Agreement (1991) Canadian Environmental Protection Act, 1999 (CEPA 1999) 1103.03 DEFINITIONS For the purpose of this specification, the following definitions apply: Emulsified Asphalt means asphalt cement mixed with water to increase the flow qualities of the asphalt cement. Ozone season means the period of May 1 through September 30 (warm-season months, when the days are warmer and longer), as defined in the Ozone Annex (2000) of the Canada-United States Air Quality Agreement (1991). Volatile organic compounds (VOC) means the Item 65 components on the List of Toxic Substances in Schedule 1 of the Canadian Environmental Protection Act, 1999 (CEPA 1999). 1103.05 MATERIALS 1103.05.01 General Emulsified asphalt shall be of the type and grade specified in the Contract Documents and shall be supplied from a source approved by the Owner. Under no circumstances shall the source of supply or the product be changed, or partial or total supply allocated to another supplier without prior written approval of the Owner. 1103.05.02 Physical Requirements Emulsified asphalts shall consist of suitable paving asphalts dispersed in water and shall meet the requirements specified in Tables 1, 2, 3, 8, 9 and 10 and Figure 1. The addition of polymers or other additives after the manufacture of an emulsified asphalt shall not be permitted. Emulsified asphalts and polymer-modified emulsified asphalts shall be homogeneous after mixing and show no signs of separation within 14 Days of delivery. 1103.05.03 Straw Mulch Adhesive Emulsified asphalt used as a straw mulch adhesive shall be a specially refined petroleum asphalt emulsified in water, of fluid consistency designed for cold spray applications, containing neither petroleum solvents nor other components toxic to plant life, and shall be according to Table 1. 1103.05.04 Shipping The material shall be shipped in clean containers. Containers that are being reused shall be inspected and cleaned, if required, prior to loading to ensure there is no contamination.


When shipping is by tank truck or railway tank car, the material shall arrive at the destination at a temperature at least 5 °C higher than the minimum spraying temperature specified in Table 4 and not more than the maximum spraying temperature specified in Table 4. When no spraying temperatures are specified in Table 4, the material shall arrive at a temperature meeting the manufacturer’s requirements. 1103.08 QUALITY ASSURANCE 1103.08.01 Compliance Emulsified asphalts shall be according to Tables 1, 2, 3, 8, 9 and 10 and Figure 1 for the particular type and grade when tested according to the test methods designated in the tables. 1103.08.02 Inspection The Owner may inspect shipping containers for cleanliness at any time. 1103.08.03 Sampling Representative samples of material being supplied may be taken, if specified in the Contract Documents, according to ASTM D 140 from either the supplier's plant or, any shipment in the presence of the Contract Administrator. Sample material taken prior to delivery shall be at no additional cost to the Owner. 1103.08.04 Testing Samples may be tested by the Owner according to the tests listed in Tables 1, 2, 3, 8, 9, and 10. 1103.08.05 Rejection Failure of any sample to conform to any of the material requirements shall be cause for rejection of the material, unless price adjustments are specified elsewhere in the Contract Documents. Rejected materials shall be replaced at no additional cost to the Owner.


TABLE 1 Anionic Emulsified Asphalts

Require-ments

Type Rapid Setting Medium Setting Slow Setting

Test Method Grade RS-1 RS-2 RS-1HH MS-1 MS-2 SS-1 SS-1H SS-1HH

Straw Mulch

Adhesive Min. Max. Min. Max. Min. Max. Min. Max. Min. Max. Min. Max. Min. Max. Min. Max. Min. Max.

Tests on Emulsion Viscosity, Saybolt Furol Seconds : at 25 °C at 50 °C

20 --

100 --

-- 75

-- 300

20 --

60 --

20 --

60 --

-- 35

-- 400

20 --

60 --

20 --

60 --

20 --

60 --

17 --

40 --

LS-219

Residue by Distillation, % by Mass

55 -- 60 -- 55 -- 55 -- 65 -- 55 -- 55 -- 55 -- 55 -- LS-216

Settlement, %, 5 Days 7 Days

-- --

3 --

-- --

3 --

-- --

5 --

-- --

3 --

-- --

3 --

-- --

5 --

-- --

5 --

-- --

5 --

-- --

-- 5

LS-221

Demulsibility, % 35 ml, 0.02 N CaCl2 50 ml, 0.1 N CaCl2

60 --

-- --

60 --

-- --

60 --

-- --

-- --

-- --

-- --

-- --

-- --

-- --

-- --

-- --

-- --

-- --

-- --

--

2.0

LS-220

Oil Portion of Distillate, % by Volume/Mass

-- -- -- -- -- 1 -- -- -- 10 -- -- -- -- -- 1 -- -- LS-217 ASTM

D(6997) VOC Content as determined by Oil Portion of Distillate, % by volume at 260 °C During the ozone season, (Note 1)

-

3

-

3

-

3

-

3

-

3

-

3

-

3

-

3

-

3

LS-217 (ASTM D6997)

Sieve Text, % by Mass -- 0.1 -- 0.1 -- 0.1 -- 0.1 -- 0.1 -- 0.1 -- 0.1 -- 0.1 -- 0.1 LS-223

Cement Mixing Test, % by Mass -- -- -- -- -- -- -- -- -- -- -- 2.0 -- 2.0 -- -- -- -- LS-222

Particle Charge NEGATIVE OR NEUTRAL LS-218 Coating Ability and Water Resistance, %, (Note 2)

-- -- -- -- -- -- 80 -- 80 -- 80 -- 80 -- -- -- -- -- LS-224

Fire Resistance -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- PASS (Note 3) Tests on Residue

Penetration (at 25 °C, 100 g, 5 s), 0.1 mm

100 200 100 200 20 55 100 200 100 250 100 200 40 100 20 55 100 200 LS-200

Ductility (at 25 °C, 5 cm/min), cm 60 -- 60 -- 40 -- 40 -- 40 -- 40 -- 40 -- 40 -- 40 -- LS-205

Solubility in Trichloroethylene, % by Mass

97.5 -- 97.5 -- 97.5 -- 97.5 -- 97.5 -- 97.5 -- 97.5 -- 97.5 -- 97.5 -- LS-204

Notes for Table 1: 1. Time frames apply to emulsified asphalt used in paving material or in paving, construction and maintenance operations. 2. This requirement does not apply for tack coat or joint painting emulsified asphalts. 3. There shall be no flash or flare-up when the flame of a bunsen burner is held in contact with the surface of the material, as

received, for a period of 10 seconds.


TABLE 2 Cationic Emulsified Asphalts

Require-ments

Type Rapid Setting Medium Setting Slow Setting Slurry Seal Test

Method Grade CRS-1 CRS-2 CRS-1HH CMS-2 CMS-2H CSS-1 CSS-1H CSS-1HH CSS-H

Min. Max. Min. Max. Min. Max. Min. Max. Min. Max. Min. Max. Min. Max. Min. Max. Min. Max.

Tests on Emulsion

Viscosity, Saybolt Furol Seconds : at 25 °C at 50 °C

-- 50

-- 150

-- 100

-- 400

20 --

60 --

-- 50

-- 400

-- 50

-- 400

20 --

100 --

20 --

100 --

20 --

60 --

20 --

100 --

LS-219

Residue by Distillation, % by Mass

62 -- 67 -- 55 -- 65 -- 65 -- 57 -- 57 -- 55 -- 57 -- LS-216

Settlement, %, 5 Days -- 5 -- 5 -- 5 -- 5 -- 5 -- 5 -- 5 -- 5 -- 5 LS-221

Demulsibility, % 35 ml 0.8% Dioctyl Sodium Sulfosuccinate Solution

40 -- 40 -- 40 -- -- -- -- -- -- -- -- -- -- -- -- -- LS-220


-- 3 -- 3 -- 1 -- 10 -- 10 -- 5 -- 5 -- 1 -- -- LS-217 (ASTM D6997)

VOC Content as determined by Oil Portion of Distillate, % by volume at 260°C During the ozone season (Note 1)

-

3

-

3

-

3

-

3

-

3

-

3

-

3

-

3

-

3

LS-217 (ASTM D6997)

Sieve Text, % by Mass -- 0.1 -- 0.1 -- 0.1 -- 0.1 -- 0.1 -- 0.1 -- 0.1 -- 0.1 -- 0.1 LS-223

Cement Mixing Test, % by Mass -- -- -- -- -- -- -- -- -- -- -- 2.0 -- 2.0 -- -- -- -- LS-222

Particle Charge POSITIVE LS-218

Coating Ability and Water Resistance, % (Note 2)

-- -- -- -- -- -- 80 -- 80 -- 80 -- 80 -- -- -- -- -- LS-224

Tests on Residue

Penetration (at 25 °C, 100 g, 5 s), 0.1 mm 100 250 100 250 20 55 100 250 40 125 100 250 40 125 20 55 40 125 LS-200

Ductility (at 25 °C, 5 cm/min), cm 60 -- 60 -- 40 -- 60 -- 40 -- 60 -- 40 -- 40 -- 40 -- LS-205


97.5 -- 97.5 -- 97.5 -- 97.5 -- 97.5 -- 97.5 -- 97.5 -- 97.5 -- 97.5 -- LS-204

Notes for Table 2: 1. Time frames apply to emulsified asphalt used in paving material or in paving, construction and maintenance operations. 2. This requirement does not apply for tack coat or joint painting emulsified asphalts.


TABLE 3 High Float Emulsified Asphalts

Require-ments

Type High Float Test

Method Grade HFRS-2 HFMS-2(ON) HF-100S HF-150S HF-250S HF-150M HF-1000M

Min. Max. Min. Max. Min. Max. Min. Max. Min. Max. Min. Max. Min. Max.

Tests on Emulsion

Viscosity, Saybolt Furol Seconds at 50 °C 75 400 50 300 35 150 35 150 35 150 50 -- 50 -- LS-219

Residue by Distillation, % by Mass 63 -- 62 -- 62 -- 62 -- 62 -- 62 -- 65 -- LS-226

LS-216

Demulsibility, % 35 ml 0.02 N CaCI2 50 ml 0.10 N CaCl2 50 ml 0.02 N CaCl2

60 -- --

-- -- --

-- -- 40

-- -- --

-- 75 --

-- -- --

-- 75 --

-- -- --

-- -- --

-- -- --

-- -- --

-- -- --

-- -- --

-- -- --

LS-220

Oil Portion of Distillate, % by Volume/Mass -- -- 0.5 3 0.5 4 0.5 4 1 6 1 6 1 7

LS-217 (ASTM D6997)

VOC Content as determined by Oil Portion of Distillate at 260°C During the ozone season (Note 1)

-

3

-

3

-

3

-

3

-

3

-

3

-

3

LS-217 (ASTM D6997)

Sieve Text, % by Mass -- 0.10 -- 0.10 -- 0.10 -- 0.10 -- 0.10 -- 0.10 -- 0.10 LS-223

Particle Charge -- Negative -- -- -- -- -- LS-218

Coating Test -- (Note 2) (Note 2) (Note 2) (Note 2) (Note 3) (Note 3) ASTM D6998

Storage Stability 24 h, % by Mass -- 1.0 -- 1.5 -- 1.5 -- 1.5 -- 1.5 -- 1.5 -- 1.5 ASTM

D 6930

Tests on Residue

Penetration (at 25 °C, 100 g, 5 s), 0.1 mm 100 200 90 200 100 175 150 250 250 500 150 -- -- -- LS-226

LS-200

Ductility (at 25 °C, 5 cm/min), cm 40 -- -- -- -- -- -- -- -- -- -- -- -- -- LS-205


97.5 -- 97.5 -- 97.5 -- 97.5 -- 97.5 -- 97.5 -- 97.5 -- LS-204

Float Test at 60 °C, s 1200 -- 1200 -- 1200 -- 1200 -- 1200 -- 1200 -- 1200 -- LS-226 LS-207

Apparent Viscosity (at 60 °C), Pa·s -- -- -- -- Requirements outlined on Figure 1 10 80

(Note 4) 2 8 (Note 4) LS-226

Notes for Table 3: 1. Time frames apply to emulsified asphalt used in paving material or in paving, construction and maintenance operations. 2. Follow ASTM D6998, except that the mixture of aggregate and emulsified asphalt shall be mixed vigorously for 5 min. at the end

of which period the aggregates shall be thoroughly and uniformly coated. The mixture shall then be completely immersed in tap water and the water poured off. The aggregate shall then be at least 90% coated.

3. Follow ASTM D6998, except that the mixture of aggregate and emulsified asphalt shall be mixed vigorously for 5 min. then allowed to stand for 3 hours after which the mixture shall be capable of being mixed an additional 1 min. The mixture shall then be rinsed twice with approximately its own volume of tap water, without showing appreciable loss of bituminous film. After the second washing the aggregate shall be at least 90% coated.

4. Viscosity limits (at 60 °C at 1.0 s-1) shown for mixing grades are tentative. Supplier to advise purchaser before delivery, if limits cannot be met.


TABLE 4 Temperature for Spraying and Mixing Emulsified Asphalts, °C

Grade Spraying Mixing

Minimum Maximum Minimum Maximum

RS-1, RS-1P, RS-1HH 30 (Note 1) 20 (Note 2)

70 70

-- --

-- --

RS-2, RS-2P 60 (Note 1) 80 -- --

MS-1 -- -- 30 70

MS-2 -- -- 30 70

SS-1 20 70 20 70

SS-1H, SS-1HH 20 70 20 70

HFRS-2 60 80 -- --

HFMS-2(ON), HFMS-2P(ON) 60 80 -- --

HF-100S, HF-100SP 60 80 -- --

HF-150S, HF-150SP 60 80 -- --

HF-250S 60 80 -- --

HF-150M, HF-150MP -- -- 40 80

HF-1000M -- -- 40 75

CRS-1, CRS-1P, CRS-1HH 60 80 -- --

CRS-2, CRS-2P 60 80 -- --

CMS-2 -- -- 30 70

CMS-2H -- -- 30 70

CSS-1 -- -- 30 70

CSS-1H -- -- 30 70

CSS-1HH 20 70 -- --

CSS-H (Slurry) -- -- 20 35

CQS-1HP -- -- Manufacturer's Requirements

Emulsified Asphalt Primer (EAP) Manufacturer's Requirements -- --

Solvent-Free Emulsified Asphalt Manufacturer's Requirements -- --

Notes for Table 4: 1. For surface treatment. 2. For other uses.


TABLE 5 Minimum Apparent Viscosity, HF-100S

Penetration at 25 °C 0.1 mm

Minimum Apparent Viscosity at 60 °C,

Pa·s at 0.5 s-1



Pa·s at 0.5 s-1



Pa·s at 0.5 s-1

75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99

100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116

1428 1405 1382 1360 1339 1318 1298 1279 1260 1241 1223 1205 1188 1172 1155 1139 1124 1109 1094 1080 1066 1052 1038 1025 1013 1000 988 976 964 953 941 930 920 909 899 889 879 869 860 850 841 832

117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158

823 815 806 798 790 782 774 766 759 751 744 737 729 723 716 709 702 696 690 683 677 671 665 659 653 648 642 637 631 626 621 615 610 605 600 595 591 586 581 576 572 567

159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200

563 559 554 550 546 542 538 534 530 526 522 518 515 511 507 504 500 496 493 490 486 483 480 476 473 470 467 464 461 458 455 452 449 446 443 440 437 435 432 429 426 424

Notes for Table 5: 1. This table is based on the apparent viscosity of 1000 Pa·s at 0.5 s-1 at 100 penetration, and 500 Pa·s at 0.5 s-1 at 175 penetration.





Pa·s at 0.5 s-1



Pa·s at 0.5 s-1



Pa·s at 0.5 s-1

125 126 127 128 129 130 131 132 133 134 135 136 137

138 - 139 140 141 142 143 144 145 146

147 - 148 149 150 151

152 - 153 154

164 163 162 161 160 158 157 156 155 154 153 152 151 150 149 148 147 146 145 144 143 142 141 140 139 138 137

155 156 - 157

158 159

160 - 161 162

163 - 164 165

166 - 167 168

169 - 170 171

172 - 173 174 - 175

176 177 - 178 179 - 180

181 182 - 183 184 - 185 186 - 187 188 - 189 190 - 191 192 - 193 194 - 195 196 - 197 198 - 199

136 135 134 133 132 131 130 129 128 127 126 125 124 123 122 121 120 119 118 117 116 115 114 113 112 111 110

200 - 201 202 - 203 204 - 205 206 - 208 209 - 210 211 - 212 213 - 215 216 - 217 218 - 220 221 - 222 223 - 225 226 - 227 228 - 230 231 - 233 234 - 236 237 - 239 240 - 242 243 - 245 246 - 248 249 - 251 252 - 254 255 - 258 259 - 261 262 - 265 266 - 268 269 - 272 273 - 275

109 108 107 106 105 104 103 102 101 100 99 98 97 96 95 94 93 92 91 90 89 88 87 86 85 84 83

Notes for Table 6: 1. This table is based on the apparent viscosity of 140 Pa·s at 0.5 s-1 at 150 penetration, and 90 Pa·s at 0.5 s-1 at 250 penetration.





Pa•s at 1.0 s-1



Pa•s at 1.0 s-1

225 - 227 228 - 231 232 - 234 235 - 237 238 - 240 241 - 244 245 - 248 249 - 251 252 - 255 256 - 259 260 - 264 265 - 268 269 - 273 274 - 277 278 - 282 283 - 287 288 - 293 294 - 298 299 - 304 305 - 310

57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38

311 - 317 318 - 323 324 - 331 332 - 338 339 - 346 347 - 354 355 - 363 364 - 372 373 - 382 383 - 392 393 - 404 405 - 416 417 - 428 429 - 442 443 - 457 458 - 473 474 - 490 491 - 509 510 - 525

37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19

Notes for Table 7: 1. This table is based on the apparent viscosity of 50 Pa•s at 1.0 s-1 at 250 penetration, and 20 Pa•s at 1.0 s-1 at 500 penetration.


TABLE 8 Polymer-Modified Emulsified Asphalts

Require-ments

Type Anionic Cationic High Float Test

Method Grade RS-1P RS-2P CRS-1P CRS-2P CQS-1HP HFMS-2P(ON) HF-100SP HF-150SP HF-150MP

Min. Max. Min. Max. Min. Max. Min. Max. Min. Max. Min. Max. Min. Max. Min. Max. Min. Max. Tests on Emulsion Viscosity, Saybolt Furol Seconds: at 25 °C at 50 °C

20 --

100 --

-- 75

-- 300

-- 25

-- 150

-- 75

-- 400

20 --

100 --

-- 50

-- 300

-- 35

-- 150

-- 35

-- 150

-- 50

-- --

LS-219

Residue by Distillation to 204.4 °C, % by Mass

55 -- 60 -- 62 -- 65 -- 62 -- 62 -- 62 -- 62 -- 62 -- LS-216 LS-226

Settlement, 24 h, % by Mass -- 1 -- 1 -- 1 -- 1 -- 1 -- -- -- -- -- -- -- -- LS-221

Demulsibility, % 35 ml, 0.02 N CaCl2 35 ml, 0.8% Dioctyl Sodium Sulfo-Succinate Solution 50 ml 0.10 N CaCl2 50 ml 0.02 N CaCl2

60 --

-- --

-- --

-- --

60 --

-- --

-- --

-- --

-- 40

-- --

-- --

-- --

-- 40

-- --

-- --

-- --

-- --

-- --

-- --

-- --

-- --

-- 40

-- --

-- --

-- --

75 --

-- --

-- --

-- --

75 --

-- --

-- --

-- --

-- --

-- --

-- --

LS-220


-- -- -- -- -- -- -- -- -- -- 0.5 3 0.5 4 0.5 4 1 6 LS-217


-

3

-

3

-

3

-

3

-

3

-

3

-

3

-

3

-

3

LS-217 (ASTM D6997)

Sieve Text, % by Mass -- 0.20 -- 0.20 -- 0.20 -- 0.20 -- 0.10 -- 0.10 -- 0.10 -- 0.10 -- 0.10 LS-223 Particle Charge Negative or Neutral Positive Negative -- -- -- LS-218

Coating Test -- -- -- -- -- (Note 2) (Note 2) (Note 2) (Note 3) ASTM D 6998

Storage Stability, 24 h, % by Mass -- -- -- -- -- -- -- -- -- -- -- -- -- 1.5 -- 1.5 -- 1.5 ASTM

D 6930 Tests on Residue Penetration (at 25 °C, 100 g, 5 s), 0.1 mm 100 200 100 200 100 250 100 250 40 90 90 200 90 150 150 250 150 250 LS-200

LS-226 Solubility in Trichloroethylene, % by Mass ( Note 2)

97.5 -- 97.5 -- 97.5 -- 97.5 -- 97.5 --- 97.5 --- 97.5 -- 97.5 -- 97.5 -- LS-204

Float Test at 60 °C, s -- -- -- -- -- -- -- -- -- -- 1200 -- 1200 -- 1200 -- 1200 -- LS-226 LS-207

Ash Content, % by Mass of Residue (Note 4)

-- 1.0 -- 1.0 -- 1.0 -- 1.0 -- 1.0 -- 1.0 -- 1.0 -- 1.0 -- 1.0 ASTM D 2939

Elastic Recovery (at 10 °C), % 55 -- 55 -- 55 -- 55 -- 50 -- 55 -- 55 -- 50 -- 50 -- LS-208

Force Ductility at 800% Elongation, 5 cm/min. Pull Rate at 4 °C, kg

0.5 -- 0.5 -- 0.5 -- 0.5 -- -- -- 0.5 -- 0.5 -- -- -- -- -- LS-205

Softening Point, R&B, °C 57 ASTM

D36


Notes for Table 8: 1. Time frames apply to emulsified asphalt used in paving material or in paving, construction and maintenance operations. . 2. Follow ASTM D6998, except that the mixture of aggregate and emulsified asphalt shall be mixed vigorously for 5 min. at the end

of which period the aggregates shall be thoroughly and uniformly coated. The mixture shall then be completely immersed in tap water and the water poured off. The aggregate shall then be at least 90% coated.

3. Follow ASTM D6998, except that the mixture of aggregate and emulsified asphalt shall be mixed vigorously for 5 min. then allowed to stand for 3 hours after which the mixture shall be capable of being mixed an additional 1 min. The mixture shall then be rinsed twice with approximately its own volume of tap water, without showing appreciable loss of bituminous film. After the second washing the aggregate shall be at least 90% coated.

4. The ash content shall be determined when the manufacturer indicates that the polymer additive is not soluble in trichloroethylene.

TABLE 9 Emulsified Asphalt Primer (EAP)

Requirements Min. Max. Test Method

Viscosity, Saybolt Furol Seconds at 50 °C 35 150 LS-219

Residue by Distillation to 260 °C, % by Mass 40 -- LS-216

Oil Portion of Distillate, % by Volume/Mass 10 30 LS-217 (Note 1)


-

3 LS-217 (ASTM D6997)

Particle Charge Neutral LS-218 (Note 3)

Flash Point, Tag Open Cup, °C 45 -- ASTM D 1310

Storage Stability, 24 h No visible separation ASTM D 6930 (Note 4)

Tests on Residue Penetration (at 25 °C, 100 g, 5 s), 0.1 mm 100 300 LS-200

Ductility (at 25 °C, 5 cm/min), cm (Note 5) 100 -- LS-205

Solubility in Trichloroethylene, % by Mass 97.5 -- LS-204

Notes for Table 9: 1. Since the total distillate exceeds 100 ml, follow LS-217 with the following modification: Prior to reaching 100 ml of distillate, carefully replace the first 100 ml graduated cylinder with a second one. After the distillation

is complete, determine the volume of oil distillate in both cylinders and record the sum. Calculate the oil portion of the distillate as a percentage of the original weight of primer:

% Oil = (Total Volume of oil distillate, ml X 100) / ( 200 g primer) 2. Time frames apply to emulsified asphalt used in paving material or in paving, construction and maintenance operations. 3. Follow LS-218 with the modification that the asphalt does not deposit due to an electrical charge on either the anode (positive

electrode) or the cathode (negative electrode). Equal adherence to both electrodes due to the viscous nature of the material is not considered deposition.

4. Follow ASTM D 6930 except storage stability shall be based on visual separation of 500 ml representative sample in the glass cylinder after 24 hours.

5. If the ductility at 25 °C is less than 100 cm, the material shall be acceptable if its ductility at 15 °C is more than 100 cm.


TABLE 10 Solvent-Free Emulsified Asphalt

Requirements Min. Max. Test Method

Viscosity, Saybolt Furol Seconds at 25 °C 5 50 LS-219

Residue by Distillation to 260 °C, % by Mass 40 - LS-216

Sieve Test, % by Mass - 0.1 LS-223

Oil Portion of Distillate, % by Volume/Mass - 0.5 LS-217 (Note 1)

Storage Stability, 24 h, % No visible separation ASTM D 6930 (Note 2)

Particle Charge Negative or Neutral LS-218

Tests on Residue

Penetration (at 25 °C, 100 g, 5 s), 0.1 mm 40 150 LS-200

Ductility (at 25 °C, 5 cm/min), cm 40 -- LS-205

Solubility in Trichloroethylene, % by Mass 97.5 -- LS-204

Notes for Table 10: 1. Since the total distillate will exceed 100 ml, follow LS-217 with the following modification: Prior to reaching 100 ml of distillate, carefully replace the first 100 ml graduated cylinder with a second one. After the distillation

is complete, determine the volume of oil distillate in both cylinders and record the sum. Calculate the oil portion of the distillate as a percentage of the original weight of solvent-free emulsified asphalt:

% Oil = (Total Volume of oil distillate, ml X 100) / (200 g solvent-free emulsified asphalt) 2. Follow ASTM D 6930 except storage stability shall be based on visual separation of 500 ml representative sample in the glass

cylinder after 24 hours.


Figure 1

VISCOSITY REQUIREMENTS FOR DISTILLATION RESIDUES FROM HIGH FLOATEMULSIFIED ASPHALT

PENETRATION AT 25° C, 100g and 5s

APP

AREN

T V

ISC

OSI

TY A

T 6

0° C

, Pa

-s

Notes for Figure 1: A. Grade of high float emulsified asphalt: HF-100S - A, B HF-150S - C, D HF-250S - E, F B. Viscosity shall be above the extrapolated line* designated by specified letters and between penetration limits

contained in vertical lines extending upwards from these points. * See Tables 5, 6, and 7 for acceptable values. C. Viscosity value shall be reported at the shear rate: 0.5 s-1 for grades HF-100S and HF-150S 1.0 s-1 for grade HF-250S



Special Provision No. 114S06 June 2017

OPSS 1440, November 2014 Material Specification for Steel Reinforcement for Concrete is deleted in its entirety and replaced with the following: 1440.01 SCOPE This specification covers the requirements for all steel reinforcement used in concrete work. 1440.02 REFERENCES This specification refers to the following standards, specifications or publications: Ontario Provincial Standard Specifications, Construction OPSS 905 Steel Reinforcement for Concrete Ontario Ministry of Transportation Publications Designated Sources for Materials (DSM) Structural Manual Laboratory Testing Manual: LS-448 Method of Test for Determination of Tensile Properties of Welded Wire

Reinforcement CSA Standards G30.18-09 (R2014) Carbon Steel Bars for Concrete Reinforcement G40.20-13/G40.21-13 General Requirements for Rolled or Welded Structural Quality Steel / Structural

Quality Steels S6-14 Canadian Highway Bridge Design Code ASTM International A 276 / A 276M-16a Stainless Steel Bars and Shapes A 416 / A 416M-16 Low-Relaxation, Seven-Wire Steel Strand for Prestressed Concrete A 421 / A 421M-15 Stress-Relieved Steel Wire for Prestressed Concrete A 722 / A 722M-15 High-Strength Steel Bars for Prestressed Concrete A 955 / A 955M-16a Deformed and Plain Stainless Steel Bars for Concrete Reinforcement A 1064 / A 1064M-16b Carbon-Steel Wire and Welded Wire Reinforcement, Plain and Deformed, for

Concrete International Organization for Standardization/International Electrotechnical Commission ISO/IEC 17025:2005 General Requirements for the Competence of the Testing and Calibration Laboratories


Others Reinforcing Steel Institute of Canada - Reinforcing Steel Manual of Standard Practice - 2004 1440.03 DEFINITIONS For the purpose of this specification the following definitions apply: Lot means a quantity of steel that can be identified. For each size designation of prestressing steel strand, a lot shall be reels or coils produced from one heat. For each nominal diameter of prestressing steel bar and for each size designation of reinforcing steel bar, a lot shall be all the supplied bars from one heat. Prestressing Steel means as defined in OPSS 905. Prestressing Steel Bar means a high strength alloy steel bar having a nominal diameter greater than 9 mm. Reinforcing Steel Bars means as defined in OPSS 905. Spacer means a rolled steel shape punched to form hooks that are bent over the spiral to maintain a specified pitch. Spiral means continuously wound reinforcing steel in the form of a cylindrical helix. Splice Bar means as defined in OPSS 905. Stainless Steel Reinforcing Bars means as defined in OPSS 905. Steel Reinforcement means as defined in OPSS 905. Strand means as defined in OPSS 905. 1440.04 DESIGN AND SUBMISSION REQUIREMENTS 1440.04.01 Submission Requirements 1440.04.01.01 Mill Certificates for Reinforcing Steel Bars, Stainless Steel Reinforcing Bars,

Steel Welded Wire Reinforcement, Splice Bars, and Stainless Steel Splice Bars Two copies of the mill certificates for each lot shall be submitted to the Contract Administrator prior to shipment of reinforcing steel bars, stainless steel reinforcing bars, welded wire reinforcement, splice bars, and stainless steel splice bars. The certificates shall show that the material is as specified in the Contract Documents. 1440.04.02 Mill Certificates and Stress-Strain Curves for Prestressing Steel Two copies of the mill certificates and stress-strain curves for each lot shall be submitted to the Contract Administrator prior to shipment of prestressing steel. The certificates shall show that the material is as specified in the Contract Documents.


When mill test certificates originate from a mill outside Canada or the United States of America, the Contractor shall have the information on the mill test certificate verified by testing by a Canadian laboratory. This laboratory shall be certified by an organization accredited by the Standards Council of Canada to comply with the requirements of ISO/IEC DIS 17025 for the specific tests or type of tests required by the material standard specified on the mill test certificate. The mill test certificates shall be stamped with the name of the Canadian laboratory and appropriate wording stating that the material is in conformance with the specified Contract requirements. The stamp shall include the appropriate material specification number, testing date (i.e., yyyy- mm-dd), and the signature of an authorized officer of the Canadian laboratory. 1440.05 MATERIALS 1440.05.01 Reinforcing Steel Bars, Splice Bars, Tie Bars, Dowel Bars, Spirals, and Spacers Reinforcing steel bars shall be according to CSA G30.18. All reinforcing steel bars shall be Grade 400W according to CSA G30.18. Deformed steel bars for spirals shall be according to CSA G30.18 type W. Steel spacers according to CSA G40.20/G40.21, Grade 350 G shall be provided with the spirals. 1440.05.02 Stainless Steel Reinforcing Bars, Stainless Steel Splice Bars, Tie Bars, Dowel

Bars, Spirals, Spacers, and Stainless Steel Mechanical Connectors Stainless steel reinforcing bars and spirals shall be according to ASTM A 276 / A 276M and ASTM A 955 / A 955M, minimum Grade 420. Nominal dimensions, unit masses, and deformation requirements for metric bar sizes shall be according to CSA G30.18. Stainless spirals shall be provided with stainless spacers in conformance with ASTM A 276 / A 276M. Stainless steel reinforcing bars, stainless steel spirals, stainless steel spiral spacers, and mechanical connectors shall be of a stainless steel type shown in Table 1. Imperial and soft-converted metric bar size substitutions for metric bar sizes shall be permitted on a one-for- one basis without adjustment as shown in Table 2. Other Imperial and soft-converted metric stainless steel reinforcing bar sizes may be substituted for metric bar sizes, subject to the following: a) The area of substituted steel reinforcement for the concrete component per linear metre or per gross cross-

section area, as applicable, shall not be less than that shown for the concrete component on the Contract Drawings; and,

b) The spacing of substituted steel reinforcement for the concrete component shall be according to

CAN/CSA-S6 and the Structural Manual, Division 1. Nominal cross-sectional areas of metric and imperial bar sizes used for determining substitutions shall be according to ASTM A 955 / A 955M and CSA G30.18, respectively.


1440.05.03 Plain and Deformed Steel Wire Plain and deformed steel wire shall be according to ASTM A 1064 / A 1064M. 1440.05.04 Steel Welded Steel Wire Reinforcement Welded wire reinforcement shall be according to ASTM A 1064 / A 1064M with the following exceptions: a) The yield strength shall be calculated according to LS-448 and shall meet or exceed the minimum value

specified. b) The average minimum elongation of welded wire reinforcement shall be 4% with no individual valid test

result less than 3.2% elongation when tested according to LS-448. c) The minimum diameter of the wire in welded steel wire reinforcement shall be 3.14 mm. 1440.05.05 Prestressing Steel Prestressing steel strand shall be weldless, low relaxation grade according to ASTM A 416 / A 416M. Prestressing steel strand shall be certified by its manufacturer to bond to concrete of normal strength and consistency. Prestressing steel wire shall be according to ASTM A 421 / A 421M. Prestressing steel bars shall be according to ASTM A 722 / A 722M. The bars shall not be welded. 1440.06 EQUIPMENT - Not Used 1440.07 PRODUCTION 1440.07.01 Manufacture of Reinforcing Steel Bars The manufacture of reinforcing steel bars shall be by a manufacturer listed under "Mill" in the Designated Sources for Materials listing for Reinforcing Steel, Uncoated, Fabricators and Mills. 1440.07.02 Manufacture of Stainless Steel Reinforcing Bars The manufacture of stainless steel reinforcing bars shall be by a manufacturer listed under “Mills” in the Designated Sources for Materials listing for Reinforcing Steel, Stainless, Mills and Fabricators. 1440.07.03 Fabrication of Reinforcing Steel Bar, Stainless Steel Reinforcing Bar, Splice Bar,

and Stainless Steel Splice Bars Bars shall be cold bent at the fabricator's shop listed under “Fabricators” in the Designated Sources for Materials listings for Reinforcing Steel. The standard fabricating tolerances for all bars, straight or bent, shall be according to the Reinforcing Steel Manual of Standard Practice of the Reinforcing Steel Institute of Canada.


Fabrication of stainless steel reinforcing bars shall be so that the bar surfaces are not contaminated with deposits of iron or non-stainless steels, and the bar is not damaged by straightening from coil. 1440.07.04 Identification 1440.07.04.01 Prestressing Steel All steel strand from each manufactured reel used and all high strength alloy bars used shall be assigned an individual lot number and shall be tagged with the lot number. 1440.07.04.02 Reinforcing Steel Bars, Stainless Steel Reinforcing Bars, Splice Bars, and

Stainless Steel Splice Bars All bars shall be shipped in bundles. Each lot of reinforcing steel bars, stainless steel reinforcing bars, splice bars, and stainless steel splice bars shall be assigned an individual lot number and shall be tagged with the lot number. In addition, tags for stainless steel reinforcing bars shall identify the manufacturer, stainless steel type and grade, and bar mark number, including stainless designation. 1440.08 QUALITY ASSURANCE 1440.08.01 Inspection and Testing The Owner reserves the right to carry out inspections and tests at such times as the Owner may consider necessary to ensure that the materials supplied are according to this specification. Materials failing to comply with the requirements of this specification shall be rejected. The Owner’s representative shall be permitted free entry to the manufacturing and fabrication plants, as well as the finished product storage and loading areas for inspection purposes.

TABLE 1 Type of Stainless Steel

Common or Trade Name AISI Type UNS Designation Type 316 LN 316 LN S31653

Type 2205 Duplex 2205 S31803 Note: A. Condition/Finish: Reinforcing stainless steel bars and shapes shall be hot rolled and pickled, or hot rolled

and descaled to the required mechanical properties and dimensions.


TABLE 2 Size Conversions

Metric Bar Size Imperial Bar Size Bar Designation No. 15M # 5 16 25M # 8 25 35M # 11 36


AMENDMENT TO OPSS 2471, NOVEMBER 2016 - Coating Inspectors and Inspection by the Owner


2471.07 PRODUCTION 2471.07.06.01.03 Coating Inspectors Clause 2471.07.06.01.03 of OPSS 2471 is deleted in its entirety and replaced with the following: Each coating inspector shall have successfully completed National Association of Corrosion Engineers Coating Inspection Program (NACE CIP) Level 1 and Level 2 with a minimum of 3 years of proven coating inspection experience. 2471.08 QUALITY ASSURANCE Section 2471.08 of OPSS 2471 is deleted in its entirety and replaced with the following: Sectional steel high mast lighting poles are subject to inspection by the Owner at any time during the course of fabrication and installation. Welding is subject to inspection by the Owner using both visual and non-destructive testing procedures and techniques according to CSA W59 for cyclically loaded structures. The surface preparation and coating of sectional high mast steel lighting poles are subject to inspection by the Owner during the coating work. Acceptance of the work shall be based on the applicable OPS specification and SSPC standards.


DEWATERING SYSTEM - Item No. TEMPORARY FLOW PASSAGE SYSTEM - Item No.

Special Provision No. 517F01 July 2017

Amendment to OPSS 517, November 2016 Design Storm Return Period and Preconstruction Survey Distance 517.01 SCOPE Section 517.01 of OPSS 517 is deleted in its entirety and replaced with the following: This specification covers the requirements for the design, operation, and removal of a dewatering or temporary flow passage system or both to control water during construction, and the control of the water prior to discharge to the natural environment and sewer systems. 517.04 DESIGN AND SUBMISSION REQUIREMENTS 517.04.01 Design Requirements Subsection 517.04.01 of OPSS 517 is amended by deleting the first paragraph in its entirety and replacing it with the following: A dewatering or temporary flow passage system or both shall be designed to control water at the locations specified in the Contract Documents and at any other location where a system is necessary to complete the work. The design of the system shall be sufficient to permit the work at each location to be carried out as specified in the Contract Documents. Subsection 517.04.01 of OPSS 517 is further amended by deleting the second last paragraph in its entirety and replacing it with the following: Temporary flow passage systems shall be designed, as a minimum, for a 2 year design storm return period and groundwater discharge, except for the work specified in Table A. For the work specified in Table A, the temporary flow passage system shall be designed, as a minimum, for the design storm return period specified in Table A and groundwater discharge. A longer return period shall be used when determined appropriate for the work. Intensity-Duration Factor (IDF) curve location, site specific minimum return period, return period flow estimates, and other information is provided in Table A. The IDF information can be accessed through the MTO IDF Curve Look up Tool on the Drainage and Hydrology page of MTO’s website. The return period flow estimates do not include flow volumes from groundwater discharge. The Owner specifically excludes these flow estimates from the warranty in the Reliance on Contract Documents subsection of OPSS 100, MTO General Conditions of Contract.

July 2017 Page 1 of 2 SSP 517F01

Table A

IDF Curve Location Latitude: * Longitude: *

Temporary Flow Passage Systems

Site Name / Station Reference

Minimum Return Period

(Years)

Return Period Flow Estimates (m3/s) Design Engineer Requirements

(Note 1) 2

Year 5

Year 10

Year 25

Year

** *** **** **** **** **** *****

Dewatering Systems

Site Name / Station Reference

Preconstruction Survey Distance (Note 2) (m)

Design Engineer Requirements

(Note 1)

** ****** ***** Note: 1. “Yes” means the design Engineer and design-checking Engineer shall have a minimum of 5 years of experience in

designing systems of similar nature and scope to the required work. “No” means a minimum experience level is not required for the design Engineer and design-checking Engineer.

2. “N/A” indicates a preconstruction survey is not required.

July 2017 Page 2 of 2 SSP 517F01

CHAPTER I - STRUCTURAL STANDARD DRAWINGS (SSDs) LIST OF ACTIVE SSDs

I2-0 LIST OF ACTIVE SSDs

SSD Title Issue Date Imp. Date Dwg Rev.

0002.0001 Structural Standard Drawings - Layering Structure Aug 2014 Dec 18, 2014 n/a

0005.0002 Retaining Wall - Rustication Details Jun 2002 Jul 17, 2002 n/a

0007.0002 Grout Vent Detail Mar 2006 May 4, 2006 n/a

0009.0015 Provision For Future Light Pole Base Jul 2014 Aug 21, 2014 n/a

0009.0016 Retrofit Light Pole Base Jan 2013 Mar 7, 2013 n/a

0010.0020 Thrie Beam Guide Rail-Rail Detail Jun 1993 Jun 1, 1993 n/a

0010.0021 Transition Rail, Steel Beam Guide Rail to Thrie Beam Sep 2016 Dec 15, 2016 n/a

0010.0044 Thrie Beam Guide Rail, Connection Detail, Steel Beam Guide Rail Jul 2014 Aug 21, 2014 n/a

0010.040A Box Beam Guide Rail - Side Mount, Assembly Detail, Test Level 2 Sep 2016 Dec 15, 2016 n/a

0010.040B Box Beam Guide Rail - Side Mount, Post and Attachment Details, Test Level 2

Sep 2016 Dec 15, 2016 n/a

0010.040C Box Beam Guide Rail - Side Mount, Rail and Splice Detail, Test Level 2

Sep 2016 Dec 15, 2016 n/a

0010.042A Thrie Beam Guide Rail - Side Mount, Assembly Detail, Test Level 2 Sep 2016 Dec 15, 2016 n/a

0010.042B Thrie Beam Guide Rail - Side Mount, Post and Attachment Details, Test Level 2

Sep 2016 Dec 15, 2016 n/a

0010.043A Thrie Beam Guide Rail - Timber Deck, Assembly Detail, Test Level 2 Sep 2016 Dec 15, 2016 n/a

0010.043B Thrie Beam Guide Rail - Timber Deck, Post and Attachment Details, Test Level 2

Sep 2016 Dec 15, 2016 n/a

0012.0001 Hook Dimensions for Reinforcing Steel Bars Sep 2016 Dec 15, 2016 n/a

0016.0020 Crushed Rock Slope Protection With Berm Mar 1997 Mar 1, 1997 n/a

0016.0021 Crushed Rock Slope Protection Without Berm Mar 1997 Mar 1, 1997 n/a

0016.0040 Temporary Modular Bridge - Timber Decking for Standard and Standard Wide Bridges

Mar 1997 Mar 1, 1997 n/a

0016.0041 Steel Beam Guide Rail for Temporary Modular Bridges Jul 2014 Aug 21, 2014 n/a

0103.0011 Pile Driving Control Apr 2008 Jun 5, 2008 n/a

0105.0001 Retaining Wall Details Jan 2013 Mar 7, 2013 n/a

0105.0002 Wingwall Details for Bridges Jan 2013 Mar 7, 2013 n/a

0107.0001 Prestressed Girders and Bearings (CPCI 900) Sep 2016 Dec 15, 2016 n/a






July 2017 (Revised July 20, 2017) Page 1 of 6 CDED I2-0



0107.0011 Prestressed Box Girders and Bearings (B700) Sep 2016 Dec 15, 2016 n/a




0107.0015 Prestressed Box Girders Details Sep 2016 Dec 15, 2016 n/a

0107.0016 Prestressed NU Girders and Bearings (NU 900) Sep 2016 Dec 15, 2016 n/a








0107.0024 Prestressed NU Girders - Details Sep 2016 Dec 15, 2016 n/a

0109.0040 Precast Deck Panels for Concrete Girders - Details I Aug 2015 Oct 22, 2015 n/a

0109.0041 Precast Deck Panels for Concrete Girders - Details II Aug 2015 Oct 22, 2015 n/a

0109.0042 Precast Deck Panels for Steel Girders - Details I Jul 2014 Aug 21, 2014 n/a

0109.0043 Precast Deck Panels for Steel Girders - Details II Jan 2013 Mar 7, 2013 n/a

0110.0021 Railing For Barrier/Parapet Wall Mar 2015 Apr 23, 2015 n/a

0110.0037 Three Tube Railing On Curb, TL-4 Sep 2016 Dec 15, 2016 n/a

0110.0038 End Connection For Three Tube Curb Railing And Approach Rail Transition

Sep 2016 Dec 15, 2016 n/a

0110.0039 Three Tube Railing on Curb - TL4 (With Concrete End Wall) Mar 2016 Apr 28, 2016 n/a

0110.0046 Four Tube Railing on Sidewalk, TL-4 Sep 2016 Dec 15, 2016 n/a

0110.0047 End Connection For Four Tube Curb Railing And Approach Rail Transition

Sep 2016 Dec 15, 2016 n/a

0110.0049 Four Tube Railing on Sidewalk - TL4 (With Concrete End Wall) Mar 2016 Apr 28, 2016 n/a

0110.0054 Barrier Wall With Railing, TL-4 (Stainless Steel Rebar) Sep 2016 Dec 15, 2016 n/a

0110.0056 Parapet Wall With Railing, TL-4 (Stainless Steel Rebar) Sep 2016 Dec 15, 2016 n/a

0110.0057 Parapet Wall With Railing On Sidewalk, TL-4 (Stainless Steel Rebar) Sep 2016 Dec 15, 2016 n/a

0110.0058 Barrier Wall With Railing, TL-4 (GFRP Grade III Rebar) May 2017 Jun 8, 2017 n/a

0110.0059 Parapet Wall With Railing, TL-4 (GFRP Grade III Rebar) May 2017 Jun 8, 2017 n/a

0110.0061 Barrier Wall Without Railing, TL-5 (Stainless Steel Rebar) Sep 2016 Dec 15, 2016 n/a

0110.0062 Reinforced Concrete Median Barrier Wall On Structures - Type I Sep 2016 Dec 15, 2016 n/a

0110.0063 Reinforced Concrete Median Barrier Wall On Structures - Type II Sep 2016 Dec 15, 2016 n/a




0110.0064 Barrier Wall Without Railing On RSS Wall, TL-5 (Stainless Steel Rebar)

Sep 2016 Dec 15, 2016 n/a

0110.0065 Parapet Wall With Railing On RSS Wall, TL-4 (Stainless Steel Rebar) Sep 2016 Dec 15, 2016 n/a

0110.0066 Concrete End Wall for Box Beam Railing (Stainless Steel Rebar) Mar 2016 Apr 28, 2016 n/a

0110.0068 Barrier Wall With Railing On RSS Wall, TL-4 (Stainless Steel Rebar) Sep 2016 Dec 15, 2016 n/a

0110.0069 Barrier Wall With Railing On RSS Wall, TL-4 (GFRP Grade III Rebar)

May 2017 Jun 8, 2017 n/a

0110.0070 Barrier Wall With Architectural Finish, TL-5 (Stainless Steel Rebar) Sep 2016 Dec 15, 2016 n/a

0110.0071 Architectural Finish (Type A) for TL-5 Barrier Wall Sep 2016 Dec 15, 2016 n/a

0110.0072 Architectural Finish (Type B) for TL-5 Barrier Wall Sep 2016 Dec 15, 2016 n/a

0110.0073 Architectural Finish (Type C) for TL-5 Barrier Wall Sep 2016 Dec 15, 2016 n/a

0110.0074 Architectural Finish (Type D) for TL-5 Barrier Wall Sep 2016 Dec 15, 2016 n/a

0110.0075 Parapet Wall With Railing On RSS Wall, TL-4 (GFRP Grade III Rebar)

May 2017 Jun 8, 2017 n/a

0110.0082 Parapet Wall For Combination Traffic/Bicycle Rail, TL-4 (Stainless Steel Rebar)

Sep 2016 Dec 15, 2016 n/a

0110.0083 Parapet Wall For Combination Traffic/Bicycle Rail, TL-4 (GFRP Grade III Rebar)

May 2017 Jun 8, 2017 n/a

0110.0084 Parapet Wall for Combination Traffic/Bicycle Rail, TL-4 (GFRP Rebar With Anchor Head)

Sep 2016 Dec 15, 2016 n/a

0110.0085 Railing On Parapet For Combination Traffic/Bicycle Rail, TL-4 Sep 2016 Dec 15, 2016 n/a

0110.0090 Parapet Wall With Railing, TL-4 (GFRP Rebar With Anchor Head) Sep 2016 Dec 15, 2016 n/a

0110.0091 Barrier Wall With Railing, TL-4 (GFRP Rebar With Anchor Head) Sep 2016 Dec 15, 2016 n/a

0110.0092 Barrier Wall Without Railing, TL-5 (GFRP Rebar With Anchor Head) Sep 2016 Dec 15, 2016 n/a

0110.0093 Barrier Wall With Architectural Finish, TL-5 (GFRP Rebar With Anchor Head)

Sep 2016 Dec 15, 2016 n/a

0110.0095 Parapet Wall For Two Tube Railing, TL-5 (Stainless Steel Rebar) Sep 2016 Dec 15, 2016 n/a

0110.0096 Two Tube Railing On Parapet, TL-5 Sep 2016 Dec 15, 2016 n/a

0110.0097 Parapet Wall With Railing On Sidewalk, TL-4 (GFRP Grade III Rebar)

May 2017 Jun 8, 2017 n/a

0110.0098 Parapet Wall With Railing On Sidewalk, TL-4 (GFRP Rebar With Anchor Head)

Sep 2016 Dec 15, 2016 n/a

0110.0100 Precast Transition Concrete Barrier at Sign Supports and Poles Median Mounted (Symmetrical)

Jan 2012 Aug 21, 2014 n/a

0110.0101 Precast Transition Concrete Barrier at Sign Supports and Poles Median Mounted (Asymmetrical)

Jan 2012 Aug 21, 2014 n/a

0110.0102 Precast Transition Concrete Barrier at Sign Supports and Poles - Reinforcing and Connection Details (Symmetrical)

Jul 2014 Aug 21, 2014 n/a




0110.0103 Precast Transition Concrete Barrier at Sign Supports and Poles - Reinforcing and Connection Details (Asymmetrical)

Jul 2014 Aug 21, 2014 n/a

0110.0104 Parapet Wall With Railing, TL-4 (Black Steel Rebar) Sep 2016 Dec 15, 2016 n/a

0110.0105 Parapet Wall With Railing On Sidewalk, TL-4 (Black Steel Rebar) Sep 2016 Dec 15, 2016 n/a

0110.0109 Barrier Wall Without Railing, TL-5 (Black Steel Rebar) Sep 2016 Dec 15, 2016 n/a

0113.0010 Strip Seal Expansion Joint Assembly for Barrier Wall Aug 2015 Oct 22, 2015 n/a

0113.0011 Strip Seal Expansion Joint Assembly for Barrier Walls - With Drainage System

Aug 2015 Oct 22, 2015 n/a

0113.0012 Strip Seal Expansion Joint - Type 'A' Details Apr 2016 Apr 28, 2016 n/a

0113.0013 Strip Seal Expansion Joint - Type 'C' Details Oct 2013 Dec 5, 2013 n/a

0113.0014 Expansion Joint Drainage System Catch Basin and Downpipe - Details Jul 2014 Aug 21, 2014 n/a

0113.0015 Strip Seal Expansion Joint Assembly for Parapet Walls Aug 2015 Oct 22, 2015 n/a

0113.0016 Strip Seal Expansion Joint Assembly for Parapet Walls - With Drainage System

Aug 2015 Oct 22, 2015 n/a

0113.0017 Strip Seal Expansion Joint Assembly for Box Beam Railing Aug 2015 Oct 22, 2015 n/a

0113.0018 Strip Seal Expansion Joint Assembly for Bridge with Box Beam Railing and Drainage System

Aug 2015 Oct 22, 2015 n/a

0113.0019 Strip Seal Expansion Joint For Sleeper Slab (10mm < Movement ≤ 40mm)

May 2017 Jun 8, 2017 n/a

0113.0020 Modular Expansion Joint with Injection Hose System - Assembly Aug 2015 Oct 22, 2015 n/a

0113.0021 Modular Expansion Joint with Injection Hose System - Details 1 Jan 2013 Mar 7, 2013 n/a

0113.0022 Modular Expansion Joint with Injection Hose System - Details II Dec 2004 Jan 19, 2005 n/a

0113.0030 Sliding Plate Expansion Joint Assembly for Barrier Walls Aug 2015 Oct 22, 2015 n/a

0113.0031 Sliding Plate Expansion Joint Assembly for Barrier Walls - With Drainage System

Aug 2015 Oct 22, 2015 n/a

0113.0032 Sliding Plate Expansion Joint Details I Sep 2016 Dec 15, 2016 n/a

0113.0033 Sliding Plate Expansion Joint Details II Jan 2013 Mar 7, 2013 n/a

0113.0034 Sliding Plate Expansion Joint Assembly for Parapet Walls - With Drainage System

Aug 2015 Oct 22, 2015 n/a

0113.0035 Sliding Plate Expansion Joint Assembly for Parapet Walls Aug 2015 Oct 22, 2015 n/a

0113.0036 Expansion Joint (Type C) and Sleeper Slab (Movement > 40 mm) May 2017 Jun 8, 2017 n/a

0113.0037 Expansion Joint and Sleeper Slab (10 mm < Movement ≤ 40 mm) May 2017 Jun 8, 2017 n/a

0113.0038 Sequence of Expansion Joint Installation May 2017 Jun 8, 2017 n/a

0114.0001 Rigid Frame Open Footing Culvert Apr 2011 Jun 2, 2011 n/a

0114.0002 Rigid Frame Box Culvert Apr 2011 Jun 2, 2011 n/a

0114.0003 Non-Rigid Frame Box Culvert Apr 2011 Jun 2, 2011 n/a

0116.0001 6000 mm Approach Slab Mar 2016 Apr 28, 2016 n/a




0116.0002 6000 mm Precast Approach Slab Jan 2013 Mar 7, 2013 n/a

0116.0010 Details of Concrete Slope Paving Dec 2003 Feb 18, 2004 n/a

0116.0040 As Constructed Elev. & Dim'n Jun 2002 Jul 17, 2002 n/a

0116.0050 High Mast Lighting Pole Footing Ground Mounted Apr 2011 Jun 2, 2011 n/a

0116.0051 High Mast Lighting Pole Footing Median Tall Wall Mounted (Symmetrical)

Jan 2013 Mar 7, 2013 n/a

0116.0052 High Mast Lighting Pole Footing Median Tall Wall Mounted (Asymmetrical)

Jan 2013 Mar 7, 2013 n/a

0118.0003 Static Sign Support Footing Details (Ground Mounted) Jan 2015 Apr 23, 2015 n/a

0118.0004 Static Sign Support - Footing Details (Median Mounted - Symmetrical)

Jan 2015 Apr 23, 2015 n/a

0118.0005 Static Sign Support - Footing Details (Median Mounted - Asymmetrical)

Jan 2015 Apr 23, 2015 n/a

0118.0006 Variable Message Sign Support Footing Details - Ground Mounted Jul 2014 Aug 21, 2014 n/a

0118.0007 Variable Message Sign Support Median Mounted Footing - Symmetrical

Jul 2014 Aug 21, 2014 n/a

0118.0008 Variable Message Sign Support Median Mounted Footing - Asymmetrical

Jul 2014 Aug 21, 2014 n/a

0118.0011 Pole Mounted VMS Support General Arrangement Jul 2014 Aug 21, 2014 n/a

0118.0012 Bridge Mounted Sign Support, Type I, General Layout and Details Mar 2015 Apr 23, 2015 n/a

0118.0014 Bridge Mounted Sign Support, Type II, General Layout Jul 2014 Aug 21, 2014 n/a

0118.0015 Bridge Mounted Sign Support, Type II, Service Walk Arm Assembly Mar 2015 Apr 23, 2015 n/a

0118.0016 Bridge Mounted Sign Support, Type III, General Layout Jul 2014 Aug 21, 2014 n/a

0118.0017 Bridge Mounted Sign Support, Type III, Service Walk Arm Assembly Mar 2015 Apr 23, 2015 n/a

0118.0018 Bridge Mounted Sign Support, Type IV, General Layout Dec 2014 Dec 18, 2014 n/a

0118.0019 Bridge Mounted Sign Support, Type IV, Service Walk Arm Assembly Mar 2015 Apr 23, 2015 n/a

0118.0022 Butterfly Static Sign Support General Arrangement (For Class 1, 2 and 3)

Jul 2017 Jul 20, 2017 n/a

0118.0023 Butterfly Static Sign Support Details (For Class 1, 2 and 3) Jul 2017 Jul 20, 2017 n/a

0118.0024 Single Cantilever Static Sign Support General Arrangement (For Class 1, 2 and 3)

Jul 2017 Jul 20, 2017 n/a

0118.0025 Cantilever Static Sign Support Sign Connection and Damper Details Jul 2017 Jul 20, 2017 n/a

0118.0026 Tri-Chord Static Sign Support General Arrangement Jul 2014 Aug 21, 2014 n/a

0118.0027 Tri-Chord Static Sign Support Structure Assembly Details Apr 2011 Jun 2, 2011 n/a

0118.0030 Steel Column Breakaway Sign Supports Jul 2014 Aug 21, 2014 n/a

0118.0033 Steel Column Non-Breakaway Sign Supports Jul 2014 Aug 21, 2014 n/a

0118.0034 Timber Post Non-Breakaway Sign Supports - General Arrangement Jul 2014 Aug 21, 2014 n/a




0118.0035 Timber Post Breakaway Sign Supports General Arrangement Jul 2014 Aug 21, 2014 n/a

0118.0036 Variable Message Sign Support General Arrangement Jul 2014 Aug 21, 2014 n/a

0118.0037 Variable Message Sign Support End Component - Details Jun 2010 Jul 22, 2010 n/a

0118.0038 Variable Message Sign Support Sign Component - Details Jun 2010 Jul 22, 2010 n/a

0118.0040 Steel Monotube Sign Support - Type I Jul 2014 Aug 21, 2014 n/a

0118.0041 Steel Monotube Sign Support - Type II Jul 2014 Aug 21, 2014 n/a

0118.0042 Steel Monotube Sign Support - Details Jul 2014 Aug 21, 2014 n/a

0118.0043 Cantilever Tri-Chord Static Sign Support General Arrangement Jan 2015 Apr 23, 2015 n/a

0118.0044 Cantilever Tri-Chord Static Sign Support Structure Assembly Details I Jan 2015 Apr 23, 2015 n/a

0118.0045 Cantilever Tri-Chord Static Sign Support Structure Assembly Details II

Jan 2015 Apr 23, 2015 n/a

0118.0071 Butterfly Static Sign Support General Arrangement (Bolted Joint) Jul 2017 Jul 20, 2017 n/a

0118.0072 Butterfly Static Sign Support Details (Bolted Joint) Jul 2017 Jul 20, 2017 n/a

0118.0073 Single Cantilever Static Sign Support General Arrangement (Bolted Joint)

Jul 2017 Jul 20, 2017 n/a

Note: The SSDs listed in the above table are published as part of the Structural Manual and users

should refer to Division 4 of that manual for further information regarding their use.


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