Contract Design, Estimating and Documentation (CDED) Manual. CDED REVISION No. 206

Transcription

1 Contract Design, Estimating and Documentation (CDED) Manual CDED REVISION No. 206 March 3, 2016 The CDED Manual has been revised as detailed below and copies of the updated documents are attached. The documents are also available in electronic (PDF) format free of charge from the MTO Technical Publications website at Chapter B - Detail Estimating Reference Code Existing Version Date New Version Date Implementation Date In CPS Remarks New (New), Revised (Rev), Cancelled (Can), Reissued (Rei) B342 January 2016 February 2016 March 3, 2016 Rev: Detail Estimating chapter for Centreline and Shoulder Rumble Strips In Asphalt is revised. List of items in section have been changed to variation type. B353 August 1999 March 2016 March 3, 2016 Rev: Detail Estimating chapter for Concrete Curb and Gutter Systems is revised with extensive changes throughout. B723 January 2016 March 2016 March 3, 2016 Rev: Detail Estimating Chapter for Energy Attenuators is revised with minor changes throughout including the updating of EAT-RE offset to 1.0m and the addition of point d. in section Chapter E - Standard Special Provisions (SSPs) Reference Code Existing Version Date New Version Date Implementation Date In CPS Remarks New (New), Revised (Rev), Cancelled (Can), Reissued (Rei) E3-1 February 2016 March 2016 March 3, 2016 Rev: List of Active SSPs is revised. 100S02 January 2014 February 2016 March 3, 2016 Rev: SP Amendment to MTO GC s for OPS Definitions is revised with the addition of paragraph.05 to address changes to CSA S6. See Bridge Office Memo # , for details. March 3, 2016 Page 1 of 4 CDED Revision No. 206

2 Reference Code 100S60 Existing Version Date July 2010 New Version Date February S06 N/A February S04 N/A March S22 December 2014 February S03 N/A March S30 999F31 February 2012 February 2013 February 2016 February 2016 Implementation Date In CPS March 3, 2016 March 3, 2016 March 3, 2016 March 3, 2016 March 3, 2016 March 3, 2016 March 3, 2016 Remarks New (New), Revised (Rev), Cancelled (Can), Reissued (Rei) Rev: SP Amendment to MTO GC s for Use of Unlicensed Vehicles is revised with changes to the warrant and the CSA S6 reference in paragraph c). See Bridge Office Memo # for details. New: SP Amendment to OPSS 421 for Post Installation Inspection requirements has been implemented. New: SP Amendment to OPSS 906, Structural Steel for Bridges is implemented to address CSA S6-14 CHBDC requirements. See Bridge Office Memo # for details. Rev: SP Requirements for Design and Construction of RSS Walls and Steep Slopes is revised with changes to CSA S6 references in section 2 and See Bridge Office Memo # for details. New: SP Amendment to OPSS 914 for Form and Fill Grooves is implemented. Rev: SP Construction Specification for Jacking of Bridge Superstructure is revised with the deletion of CSA S6-06 in section 1. See Bridge Office Memo # for details. Rev: SP Construction Specification for Non-Prestressed Precast Concrete Bridge Elements is revised with a change to the CSA S6 reference in section 1, and technical changes to sections , , 5.01, and See Bridge Office Memo # for details. Chapter G - MOTDs Reference Code Existing Version Date New Version Date Implementation Date In CPS Remarks New (New), Revised (Rev), Cancelled (Can), Reissued (Rei) G2-0 January 2016 March 2016 March 3, 2016 Rev: List of Active MTODs is revised. March 3, 2016 Page 2 of 4 CDED Revision No. 206

3 Reference Code Existing Version Date New Version Date N/A February 2016 (Rev. 0) N/A March 2016 (Rev. 0) April 2014 (Rev. 0) July 2013 (Rev. 0) February 2016 (Rev. 1) N/A March 2016 (Rev. 0) N/A March 2016 (Rev. 0) April 2015 (Rev. 0) April 2015 (Rev. 0) Implementation Date In CPS March 3, 2016 March 3, 2016 March 3, 2016 N/A March 3, 2016 March 3, 2016 March 3, 2016 N/A March 3, 2016 N/A March 3, 2016 Remarks New (New), Revised (Rev), Cancelled (Can), Reissued (Rei) New: Raised Traffic Island. Drawing is implemented. Replaces OPSD Median width revised to 2.0m to reflect standard in GDSOH. New: Concrete Barrier Curb with Narrow Gutter For Roundabout Truck Apron. Drawing is implemented. Replaces OPSD and is to be used only adjacent to roundabout truck aprons. Rev: Concrete Curbs at Roundabout Truck Apron and Central Island. Drawing is revised. References to OPSD have been changed to MTOD Can: Height of Fill Table Dual and Triple Wall Corrugated Polypropylene Gravity Sewer Pipe 320 kpa. Drawing is cancelled. Previously replaced by OPSD New: Guide Rail System, Concrete Barrier Energy Attenuator Installation - Temporary - Reduced Exposure. Drawing is implemented. Replaces OPSD Clarifies TCB requirements for EAT-RE. New: Guide Rail System, Concrete Barrier Energy Attenuator Installation - Temporary - Narrow. Drawing is implemented. Replaces OPSD Clarifies TCB requirements for EAT-NA. Can: Guide Rail System, Concrete Barrier Permanent Transition Installation at Bridge Piers. Drawing is cancelled. Previously replaced by OPSD Can: Guide Rail System, Concrete Barrier Permanent Transition Installation at Lighting Pole and Sign Support Footings. Drawing is cancelled. Previously replaced by OPSD March 3, 2016 Page 3 of 4 CDED Revision No. 206

4 Chapter H - OPSSs and OPSDs Reference Code Existing Version Date New Version Date Implementation Date In CPS Remarks New (New), Revised (Rev), Cancelled (Can), Reissued (Rei) H0-1 August 2015 March 2016 March 3, 2016 Rev: Chapter H - Table of Contents is revised. H2-1 January 2016 March 2016 March 3, 2016 Rev: List of Active OPSSs - General and Construction Specifications is revised. H2-2 January 2016 March 2016 March 3, 2016 Rev: List of Active OPSSs - Material Specifications is revised. H3-25 January 2012 March 2016 March 3, 2016 Rev: List of Active OPSDs - Division Paving is revised. H3-26 January 2016 March 2016 March 3, 2016 Rev: List of Active OPSDs - Division Curbs and Gutter is revised. H3-29 January 2016 March 2016 March 3, 2016 Rev: List of Active OPSDs - Division Fencing and Guide Rails is revised. H3-295 December 2015 March 2016 March 3, 2016 Rev: List of Active OPSDs - Division Electrical and ATMS is revised. March 3, 2016 Page 4 of 4 CDED Revision No. 206

5 DETAIL ESTIMATING CENTRELINE AND SHOULDER RUMBLE STRIPS IN ASPHALT B342 - CENTRELINE AND SHOULDER RUMBLE STRIPS IN ASPHALT - OPSS.PROV GENERAL A rumble strip is a grooved formation that is installed into the asphalt paved surface. The intent of shoulder rumble strips (SRS) and centreline rumble strips (CRS) is to provide an audible and tactile warning to drivers that they are departing from the roadway. This audible and tactile warning is generated by the vehicle tires passing over the rumble strips REFERENCES Ministry Directive, PLNG-B-004, Highway Shoulder Rumble Strip Application and Installation Policy MTO Memorandum, Highway Design Bulletin , Centreline Rumble Strip Application and Installation Policy MTO Bikeway Design Manual (2014) TENDER ITEMS Centreline Rumble Strips - Asphalt (variation item) Shoulder Rumble Strips - Asphalt (variation item) Shoulder Rumble Strips for Bicycle Buffer Zones - Asphalt (variation item) SPECIFICATIONS The requirements for SRS and CRS are contained in OPSS.PROV SPECIAL PROVISIONS Refer to Chapter E of this manual to review the applicable standard special provisions STANDARD DRAWINGS Applicable standard drawings are contained in the 500 series of the Ministry of Transportation of Ontario Drawings (MTOD). February 2016 Page 1 of 3 B342

6 DETAIL ESTIMATING CENTRELINE AND SHOULDER RUMBLE STRIPS IN ASPHALT DESIGN Design considerations for SRS are found in Ministry Directive, PLNG-B-004, Highway Shoulder Rumble Strip Application and Installation Policy. Design considerations for CRS are found in MTO Memorandum, Highway Design Bulletin , Centreline Rumble Strip Application and Installation Policy Design considerations for SRS in bicycle buffer zones are found in the MTO Bikeway Design Manual (2014) COMPUTATION These are Plan Quantity Payment items. Quantities are computed in metres, and measured horizontally from end to end along the centreline of the installation. Gaps in the rumble strip installation are not included in the measured length. Gaps include, but are not limited to: entrance and intersection locations; entrance and exit terminal locations; and right turn lane and taper locations. The standard gaps (i.e. 3.6 m) provided in SRS installations within bicycle buffer zones are included in the measured length. Example: SRS are installed on both sides of a 2 km section of a two-lane undivided highway. There are four entrances and one side street on the left side of the highway while there are three entrances and one side street on the right side of the highway. SRS (left) = 2000 (4x60 + 4x30 + 1x60 + 1x30) = 1550 m SRS (right) = 2000 (3x60 + 3x30 + 1x60 + 1x30) = 1640 m SRS (total) = 1550 m m = 3190 m Sources of Information Locations for rumble strip installation are determined in accordance with the directives, policies, and guidelines listed in Section February 2016 Page 2 of 3 B342

7 DETAIL ESTIMATING CENTRELINE AND SHOULDER RUMBLE STRIPS IN ASPHALT DOCUMENTATION CRS quantities and locations are indicated on the Quantities-Miscellaneous" sheets under the appropriate column heading, showing station to station and location along centreline. Include the applicable MTOD number in the column heading. SRS quantities and locations are indicated on the Quantities-Miscellaneous" sheets under the appropriate column heading, showing station to station limits and location, left or right of centreline. Include the applicable MTOD number in the column heading. For SRS in bicycle buffer zones, additional quantities for the outer pavement marking edge line beyond the SRS will need to be calculated and included under the appropriate pavement marking item Documentation Accuracy Station and quantity entries are recorded to the nearest whole metre. February 2016 Page 3 of 3 B342

8

9 DETAIL ESTIMATING CONCRETE CURB AND GUTTER SYSTEMS B353 - CONCRETE CURB AND GUTTER SYSTEMS - OPSS GENERAL The primary function of curb and gutter and concrete gutter outlets in the design of paved roads, is to facilitate the channelling of surface runoff from the roadway, to control erosion of shoulders and slopes REFERENCES MTO Highway Drainage Design Standards Roadside Safety Manual (RSM) Geometric Design Standards for Ontario Highways (GDSOH) TENDER ITEMS Concrete Curb and Gutter (variation) Concrete Gutter Outlets (variation) SPECIFICATIONS The requirements for concrete curb and gutter are contained in OPSS SPECIAL PROVISIONS Refer to Chapter 'E' of this manual to review the applicable standard special provisions STANDARD DRAWINGS Applicable standard drawings are contained in the 600 series of Ontario Provincial Standard Drawings (OPSDs) and the 600 series of Ministry of Transportation of Ontario Drawings (MTODs). March 2016 Page 1 of 5 B353

10 DETAIL ESTIMATING CONCRETE CURB AND GUTTER SYSTEMS DESIGN Concrete Curb and Gutter General Roadside ditches are generally the most cost effective solution for channelling surface runoff from roadways. The designer should consider curb and gutter only when a ditch is infeasible due to property constraints, topography, etc. In addition, curb and gutter is used to provide traffic guidance and control. The designer should refer to Sections C and D.8.1 of the GDSOH, Section of the RSM and Standard SD-2 of the MTO s Highway Drainage Design Standard for guidance on curb and gutter type. Where guiderail is required adjacent to curb and gutter, the appropriate MTOD shall be used. When curb and gutter is selected, drainage by gutter outlets and spillways is preferred over catch basins and sewers as this is more cost effective. Excavations required for construction of curb and gutter are considered part of the work and are not documented separately. Granular quantities required for curb and gutter construction are included with the appropriate granular item and are not documented separately Erosion Protection on Gradients The designer should follow Section D of the GDSOH for shoulder erosion protection on gradients. The designer should consider shoulder paving to mitigate shoulder and slope erosion on gradients whenever possible Intersections at Grade The designer should follow section E of the GDSOH when determining whether curb and gutter is required at intersections to mitigate gravel tracking. Shoulder treatment options are shown in OPSD Interchange Ramps The designer should consider open ditch drainage for interchange ramps whenever possible. Curb and gutter may be considered where property or other constraints make such construction more cost effective than drainage by open ditch. March 2016 Page 2 of 5 B353

11 DETAIL ESTIMATING CONCRETE CURB AND GUTTER SYSTEMS Structure Approaches Roadside erosion protection is required at structure approaches. The designer should consider paved shoulders as the primary method of erosion control wherever practical. Where curb and gutter is necessary to provide adequate erosion protection, the minimum length should be 20 m beyond the structure where the curb and gutter is not present on the roadway Bullnoses and Raised Medians Transitions Bullnose areas should consist of pavement markings only, unless substantial grade differentials, subsequent drainage needs and/or traffic guidance require the use of curb and gutter. The designer should follow Section F of the GDSOH when placing curb and gutter at bullnose areas. All raised medians and permanent channelization islands are to be bounded by curb and gutter. In order to achieve a smooth transition of varying types of curb and/or curb and gutter, a transition section is employed. The transition length is included on the curb and gutter standard drawings. Where a concrete curb and gutter changes from one type to another, the designer should indicate the midpoint of the transition on the plan drawings. A transition detail drawing is not required Concrete Gutter Outlets Gutter outlets discharge surface runoff from concrete curb and gutter. The type and spacing of gutter outlets shall be according to Standard SD-8 in the MTO Drainage Design Standards COMPUTATION These are Plan Quantity Payment items. March 2016 Page 3 of 5 B353

12 DETAIL ESTIMATING CONCRETE CURB AND GUTTER SYSTEMS Source of Information The main sources of information for the computation of these tender items are the Field Note Books, B-Plans, ETR Books, Design Cross-Sections, the MTO Drainage Design Standards and Ontario Provincial Standard Drawings Manual Method of Calculation The unit of measurement for Concrete Curb and Gutter is the metre. The length is measured along the flow line of the gutter, with no deductions made for the length of gutter outlets or catchbasins. The types and lengths of curb and gutter to be placed will include bullnose and transition sections, and straight and circular curb and gutter. The various lengths are scaled from the plan. Curb termination lengths are included with the length of straight and circular sections, where applicable. The unit of measurement for Concrete Gutter Outlets is each. The location of gutter outlets is determined from the profiles DOCUMENTATION Straight and Circular Construction Drawings Curb and/or curb and gutter to be installed on tangent and curves with radii of 15.0 m and greater are documented as straight. Curves with radii of less than 15.0 m are documented as circular. Curb and gutter is shown on the plans by the appropriate symbol and the appropriate OPSD or MTOD number e.g. (OPSD ). Where the curb and gutter changes from one type to another the transition midpoint station is identified. Termination sections are specified on the drawings by the appropriate OPSD number. Concrete gutter outlets are indicated on the construction plans of the contract drawings. The appropriate OPSD number and type is identified. March 2016 Page 4 of 5 B353

13 DETAIL ESTIMATING CONCRETE CURB AND GUTTER SYSTEMS Quantity Sheet Concrete Curb and Gutter is a variation item. There are two variations, the OPSD or MTOD # that applies, and the type of construction, straight or circular. Each variation requires a separate column on the Quantities Miscellaneous sheet. Locations are documented by station to station limits and location right or left of the roadway centreline. Transition and termination sections are included with the measured curb quantity and are not documented separately. The quantities in each column are sub-totalled. These sub-totals are combined into one total which is the tender total. The tender total is transferred to the tender documentation. Concrete Gutter Outlets is a variation item. There is one variation, the OPSD # that applies. Each variation requires a separate column on the Quantities Miscellaneous sheet. Locations are documented by station and location right or left of the roadway centreline. The quantities in each column are sub-totalled. These sub-totals are combined into one total which is the tender total. The tender total is transferred to the tender documentation Documentation Accuracy Stations are recorded to the nearest whole number metre. Quantity entries for Concrete Curb and Gutter are recorded to the nearest whole number metres of linear measurement. Quantity entries for Concrete Gutter Outlets are recorded in whole numbers. March 2016 Page 5 of 5 B353

14

15 DETAIL ESTIMATING ENERGY ATTENUATORS GENERAL B723 ENERGY ATTENUATORS OPSS.PROV 723 Various proprietary permanent and temporary energy attenuators are used to reduce the hazard associated with the ends of permanent and temporary concrete barriers. Tables 1 and 2 in OPSS 723 list the names of systems acceptable for the items Energy Attenuator - Permanent, and Energy Attenuator - Temporary for several applications. The Contractor is given the option of supplying and installing any of the listed systems specified in the contract documents for the appropriate tender item. The energy attenuators all meet the crash test acceptance requirements of NCHRP Report 350. Additional background information can be found in Highway Design Bulletin , Energy Attenuators for Concrete Barrier REFERENCES CDED B Earth Excavation Grading Roadside Safety Manual Highway Design Bulletin , Energy Attenuators for Concrete Barrier TENDER ITEMS Energy Attenuator Permanent, Narrow (Variation) Energy Attenuator Permanent, Wide (Variation) Energy Attenuator Permanent, Extra Wide (Variation) Energy Attenuator Permanent, Super Wide (Variation) Energy Attenuator Permanent, High Exposure (Variation) Energy Attenuator Permanent, Single Sided Energy Attenuator Temporary, Narrow (Variation) Energy Attenuator Temporary, Wide (Variation) Energy Attenuator Temporary, Extra Wide (Variation) Energy Attenuator Temporary, Super Wide (Variation) Energy Attenuator Temporary, Reduced Exposure (Variation) Energy Attenuator Temporary, Dual Duty (Variation) Energy Attenuator Relocation, Narrow (Variation) Energy Attenuator Relocation, Wide (Variation) Energy Attenuator Relocation, Extra Wide (Variation) Energy Attenuator Relocation, Super Wide (Variation) Energy Attenuator Relocation, Reduced Exposure (Variation) Energy Attenuator Relocation, Dual Duty (Variation) March 2016 Page 1 of 6 B723

16 DETAIL ESTIMATING ENERGY ATTENUATORS SPECIFICATIONS The requirements for the Energy Attenuators are contained in OPSS SPECIAL PROVISIONS Refer to Chapter E of this Manual to review the applicable standard special provisions STANDARD DRAWINGS Applicable Standard Drawings are contained in the 900 series of the Ontario Provincial Standard Drawings (OPSD) DESIGN Foundations: A permanent energy attenuator installation includes a new concrete pad. If an existing concrete surface or pad can be used to support the system, it should be specified in the Contract Documents. Temporary energy attenuators are typically installed on an existing surface. The designer should confirm that one of the following foundation options is available for each temporary energy attenuator installation: a. Existing concrete surface: - min. 200 mm deep, 28 MPa min. compressive strength b. Asphalt over compacted granular: - min. 150 mm asphalt over 150 mm min. compacted granular - the asphalt must extend a minimum of 500 mm beyond the anchor bolts c. Asphalt over concrete: - min. 75 mm asphalt over 75 mm min. concrete, 28 MPa min. compressive strength If the existing surface is not suitable for the temporary installation, a concrete pad should be specified in the Contract Documents. March 2016 Page 2 of 6 B723

17 DETAIL ESTIMATING ENERGY ATTENUATORS The designer should confirm that any existing concrete surface or pad is in good condition and will provide a smooth operating surface for the system. Unidirectional vs. Bidirectional Installations: The term unidirectional describes an installation configuration where traffic flow passes the energy attenuator system on one or both sides in the same direction from the upstream direction of travel (i.e. approaching the impact head of the energy attenuator). For unidirectional installations, there is no requirement for a transition panel to connect the energy attenuator to the concrete barrier because reverse direction impacts are not expected. Examples of unidirectional installations include, but are not limited to roadside shoulder installations on divided highways and one-way ramps as well as gore areas at freeway exit ramps or core-collector transfers. The term bidirectional describes an installation configuration where traffic flow passes the energy attenuator in the reverse / opposing direction of travel (i.e. approaching the leaving end / corner of the energy attenuator immediately adjacent to the concrete barrier). For bidirectional installations, there is a requirement for the contractor to install a transition panel to connect the energy attenuator to the concrete barrier in order to minimize the risk of a reverse direction impact snagging upon the rearmost fender panel of the energy attenuator. Examples of bidirectional installations include, but are not limited to undivided highways and narrow medians where reverse direction impacts are possible. The unidirectional / bidirectional designation is not required when specifying the single-sided tender items since the QuadTrend and BB-BEAT Systems are always physically connected to the concrete barrier. Single-Sided Installations: For single-sided installations, the granular base and earth or rock slopes for the roadway shall be widened in accordance with the minimum dimensions detailed in the appropriate OPSD. Where the roadway is being widened for installation of the terminal, ensure that drainage requirements are properly addressed. Single-sided systems should not be installed in a location where backside hits towards the concrete barrier are possible (e.g. in gore areas), or in a narrow median where backside, opposite direction hits are possible. The area behind and beyond the system should be traversable and free of fixed objects. The minimum recommended rectangular area should be 6 m wide, measured behind and perpendicular to the back of the rail, by 22 m long, measured from the front face of the system and parallel to the system. March 2016 Page 3 of 6 B723

18 DETAIL ESTIMATING ENERGY ATTENUATORS Reduced Exposure Systems: The reduced exposure tender item provides the Contractor with the option of supplying water filled energy attenuator system as an alternative to the conventional narrow energy attenuator systems. When a reduced exposure tender item is selected, the designer should confirm that the following requirements for water filled energy attenuator systems are satisfied: a. Water filled energy attenuator systems shall be installed at an offset of not less than 1.0 m from the edge of the travelled way. b. When installed adjacent to an existing guide rail system, the clearance shall be less than or equal to 0.3 m or greater than or equal to 3.0 m. Otherwise, the area behind and beyond the water filled energy attenuator system shall be traversable and free of fixed objects. The minimum recommended rectangular area shall be 6 m wide, measured behind and perpendicular to the back of the system, by 22 m long, measured from the front face of the system and parallel to the system. c. At a minimum, the first 16 m of temporary concrete barrier shall be placed tangential to the water filled energy attenuator system. d. Water filled energy attenuator systems should not be placed where they are planned to be left in place during a seasonal shutdown period. Curb and Gutter: Wherever possible, the designer should eliminate the use of curb with gutter in advance of and along the length of energy attenuators. See the Roadside Safety Manual for additional information COMPUTATION These are Plan Quantity Payment items. The quantity is based on each completed installation. The unit of measurement for Energy Attenuators is each complete installation. March 2016 Page 4 of 6 B723

19 DETAIL ESTIMATING ENERGY ATTENUATORS DOCUMENTATION The tender items are variation items (with the exception of single sided energy attenuators). Provide two columns on the quantity sheet to indicate whether each attenuator installation is a TL-2 or TL-3 configuration: TL-3 configurations are required for high-speed installations with posted speeds of 70 km/h and greater. TL-2 configurations may be used for low-speed installations with posted speeds of less than 70 km/h. Enter each installation in the Quantities Miscellaneous sheets as a separate line entry under the appropriate column heading. Enter the station at the back end of the system (at the interface between the energy attenuator and the concrete barrier or object) and indicate location, left, right, or median. Total each column and sum the TL-2 and TL-3 installations. For each permanent energy attenuator installation where there is a suitable existing concrete surface or pad, note in the location and position column of the Q-sheet: Install on Existing Concrete Surface or Pad, as applicable. Temporary energy attenuators are typically installed on an existing surface. For those locations where the existing surface is not suitable, a standard concrete pad should be provided. For those locations, note in the location and position column of the Q-sheet: Install on Concrete Pad. For all permanent installations, use the Energy Attenuator Permanent standard item for the appropriate application (i.e. Wide, Extra Wide, etc.). For all temporary installations, use the Energy Attenuator Temporary and Energy Attenuator Relocation standard items for the appropriate application (i.e. Wide, Extra Wide, etc.). The Energy Attenuator Temporary standard items pay for the supply, installation, and removal of the units. The total cannot exceed the largest number of units in place at any one time during the contract. The Energy Attenuator Relocation items are comprised of all relocations during the contract. Show the location of each Energy Attenuator, Permanent and/or Temporary, and each Energy Attenuator Relocation on the contract drawings with the appropriate notation (from Table 3 in OPSS 723) shown adjacent to the symbol. March 2016 Page 5 of 6 B723

20 DETAIL ESTIMATING ENERGY ATTENUATORS Single-Sided Installations: For single-sided installations, show the location of the roadway widening on the contract drawings (see section B206-1, "Earth Excavation (Grading)" for more information) with the appropriate OPSD number shown adjacent to the system. Also, show roadway widening on the cross sections. Payment for all grading shall be made under appropriate grading items. When a single-sided system is connected to existing concrete barrier, the designer should include payment in the Contract Documents for the removal of the 4.0 m section of existing concrete barrier and placement of a new 4.0 m section adjacent to each system Documentation Accuracy Record stations to the nearest whole metre and indicate median, left, or right side of road. The quantity is the number of units required. March 2016 Page 6 of 6 B723

21 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, APRIL Ontario Provincial Standards and Definitions 100F06 AMENDMENT TO MTO GENERAL CONDITIONS OF CONTRACT, APRIL Ontario Provincial Standards 100F08 PROTECTION OF PUBLIC TRAFFIC - Restrictions on Construction Operations 100S14 AMENDMENT TO MTO GENERAL CONDITIONS OF CONTRACT, APRIL Delays - Species at Risk 100S15 AMENDMENT TO MTO GENERAL CONDITIONS OF CONTRACT, APRIL Utilities and Maintaining Roadways and Detours 100F21 AMENDMENT TO MTO GENERAL CONDITIONS OF CONTRACT, APRIL Indemnification Requirements Concerning The Canadian Pacific Railway Company 100S22 AMENDMENT TO MTO GENERAL CONDITIONS OF CONTRACT, APRIL Indemnification and Insurance Requirements Concerning the Canadian National Railway Company 100F28 AMENDMENT TO THE MTO GENERAL CONDITIONS OF CONTRACT, APRIL Property, Aircraft and Watercraft, Boiler, and Equipment Insurance 100S53 AMENDMENT TO MTO GENERAL CONDITIONS OF CONTRACT, APRIL Payment Adjustment For Changes In The Fuel Price Index 100S55 AMENDMENT TO MTO GENERAL CONDITIONS OF CONTRACT, APRIL Definitions and Clarification and Claims 100S59 AMENDMENT TO MTO GENERAL CONDITIONS OF CONTRACT, APRIL Permits to Take Water 100S60 AMENDMENT TO MTO GENERAL CONDITIONS OF CONTRACT, APRIL Use of Unlicensed Vehicles, Use of Pile Driving Equipment, and Stockpiling of Material on Bridges 100S62 (ATMS) AMENDMENT TO MTO GENERAL CONDITIONS OF CONTRACT, APRIL ATMS Definitions, Substantial Performance, and Advance Payments for Materials 100S64 AMENDMENT TO MTO GENERAL CONDITIONS OF CONTRACT, APRIL Taxes and Duties 100S66 AMENDMENT TO MTO GENERAL CONDITIONS OF CONTRACT, APRIL Owner Audit 100S67 AMENDMENT TO MTO GENERAL CONDITIONS OF CONTRACT, APRIL Multi-Support Point Scaffolding System 101F02 AMENDMENT TO OPSS 120, NOVEMBER Identification of Waterbodies for Application of DFO Guidelines for the Use of Explosives In or Near Canadian Fisheries Waters Feb 2016 Mar 03, 2016 Sep 2011 Sep 29, 2011 Mar 2012 Apr 26, 2012 Jun 2010 Jun 17, 2010 Feb 2016 Feb 4, 2016 May 2010 May 20, 2010 May 2010 May 20, 2010 May 2010 May 20, 2010 Apr 2014 May 8, 2014 Feb 2016 Feb 4, 2016 Apr 2012 Apr 26, 2012 Feb 2016 Mar 03, 2016 May 2010 May 20, 2010 May 2010 May 20, 2010 Jul 2010 Oct 14, 2010 Jun 2013 Jun 20, 2013 Dec 2014 Jan 8, S11 ADDITIONAL EQUIPMENT - Equipment Option and Compensation Rates Mar 1985 Mar 1, 1985 March 2016 Page 1 of 13 E3-1

22 CHAPTER E SPECIAL PROVISIONS LIST OF ACTIVE SSPs S.P. # Title Issue Date Imp. Date 101S12 POWER RATINGS - Horse Power, Crawlers, Tractors, and Dozers Aug 1984 Aug 1, F13 LIQUIDATED DAMAGES - Inadequate Supply of Equipment, Labour and Material 101S18 AMENDMENT TO OPSS 102, OCTOBER Bar Coding on Material Delivery Invoices 101F21 OCCUPATIONAL HEALTH AND SAFETY ACT COMPLIANCE - List of Designated Substances 101F23 AMENDMENT TO OPSS 182, NOVEMBER Timing of In-Water Works, Oversight Requirements, and Measures to Avoid Harm to Fish 103F01 AMENDMENT TO OPSS 313, APRIL Construction Specification for Hot Mix Asphalt - End Result 103F31 ASPHALTIC CONCRETE SURFACE SMOOTHNESS - Asphaltic Concrete Payment Adjustment for Surface Smoothness Based on Quality Assurance Measurements Taken by an Inertial Profiler Aug 1984 Aug 1, 1984 Apr 1994 May 11, 1994 Nov 2014 Nov 6, 2014 Dec 2015 Dec 17, 2015 Sep 2015 Sep 17, 2015 Dec 2014 Dec 18, S39 AMENDMENT TO OPSS 350, MARCH Curing Compound Sep 2001 Oct 10, S06 AMENDMENT TO OPSS 421, NOVEMBER Post Installation Inspection 105S22 AMENDMENT TO OPSS 501, NOVEMBER Target Density Control Strip 106S05 (ATMS) 106S06 (ELEC) 106S15 (ELEC) AMENDMENT TO OPSS 106, NOVEMBER ATMS Definitions, Materials, and Construction AMENDMENT TO OPSS 106, NOVEMBER Work to be Coordinated with Others and Maintenance of Traffic Signal Systems AMENDMENT TO OPSS 615, NOVEMBER Steel Reinforcement and Poles 107S01 AMENDMENT TO OPSS 710, NOVEMBER Short Term Pavement Marking 107S02 AMENDMENT TO OPSS 710, NOVEMBER Sample and Application Requirements Feb 2016 Mar 03, 2016 Jul 2015 Sep 17, 2015 Feb 2013 Mar 7, 2013 Nov 2014 Dec 18, 2014 Nov 2015 Dec 17, 2015 Sep 2011 Sep 29, 2011 Sep 2011 Sep 29, S04 AMENDMENT TO OPSS 740, NOVEMBER Steel Reinforcement Feb 2013 Mar 7, S04 AMENDMENT TO OPSS 906, NOVEMBER 2012 Mar 2016 Mar 03, F16 TRANSPORTATION OF STRUCTURAL COMPONENTS - Background Feb 2009 Feb 19, S22 INSTALLATION OF STEEL PINS Aug 1984 Aug 1, S23 TIMBER MATTING Aug 1984 Aug 1, S31 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 109S55 AMENDMENT TO OPSS 903, NOVEMBER Driving Shoes and Rock Points, and Certificate of Conformance 110S03 AMENDMENT TO OPSS 1002, APRIL Fine Aggregate and Aggregate Processing, Handling, and Stockpiling Jul 2011 Jul 21, 2011 Jun 2014 Jul 10, 2014 Apr 2015 Apr 23, 2015 March 2016 Page 2 of 13 E3-1

23 CHAPTER E SPECIAL PROVISIONS LIST OF ACTIVE SSPs S.P. # Title Issue Date Imp. Date 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 110S12 AMENDMENT TO OPSS 1003, APRIL Material Specification for Aggregates - Hot Mix Asphalt 110F14 INFORMATION TO BIDDERS REGARDING AGGREGATE SOURCES - General Sep 2001 Sep 20, 2001 Sep 2014 Sep 25, 2014 Jun 2012 Jul 5, S03 AMENDMENT TO OPSS 1153, NOVEMBER 2007 Dec 2014 Dec 18, S04 AMENDMENT TO OPSS 1152, NOVEMBER 2007 Dec 2014 Dec 18, S05 AMENDMENT TO OPSS 1103, NOVEMBER Material Specification for Emulsified Asphalt 111F09 AMENDMENT TO OPSS 1101, NOVEMBER Additional Test Results and Samples for Performance Graded Asphalt Cement (PGAC) 111F11 AMENDMENT TO OPSS 1151, APRIL Material Specification for Superpave and Stone Mastic Asphalt Mixtures 112S07 AMENDMENT TO OPSS 1212, NOVEMBER Material Specification for Hot-Poured Rubberized Asphalt Joint/Crack Sealant Compound 112S09 AMENDMENT TO OPSS 1202, NOVEMBER Laminated Bearings and Tolerances Oct 2015 Dec 17, 2015 Feb 2015 Feb 26, 2015 Dec 2014 Dec 18, 2014 Feb 2008 Feb 14, 2008 Mar 2015 Apr 23, S03 AMENDMENT TO OPSS 1301, SEPTEMBER Cementing Materials Dec 2004 Jan 19, S05 AMENDMENT TO OPSS 1359, MAY Unshrinkable Backfill Dec 2006 Jan 25, S09 AMENDMENT TO OPSS 1352, NOVEMBER Steel Reinforcement Feb 2013 Mar 7, S03 AMENDMENT TO OPSS 1821, MAY Air Void System Parameters and Concrete Cover Measurements of Precast Hardened Concrete 168F10 (ATMS) 168F14 (ATMS) 168S20 (ATMS) 168F31 (ATMS) 168F32 (ATMS) Nov 2007 Dec 20, 2007 ATMS OPERATIONS - Interference With ATMS Operations Sep 2007 Jan 24, 2008 QUALITY CONTROL, TESTING AND DOCUMENTATION FOR ATMS WORK PROTECTION OF EXISTING SYSTEM - Accidental Damage to Existing ATMS Plant INCENTIVE/DISINCENTIVE FOR REINSTATEMENT OF LOOP DETECTORS NTCIP FOR VARIABLE MESSAGE SIGNS - Requirements for Delivery, Installation, Documentation and Testing of (NTCIP) for (PVMS) and (VMS) Controllers Mar 2012 Mar 15, 2012 Sep 2007 Oct 15, 2010 Feb 2014 Mar 27, 2014 Jul 2009 Jul 23, F03 PLACING HOT MIX ASPHALT BEFORE SEASONAL SHUTDOWN Dec 2014 Dec 18, F06 STOCKPILING OF MATERIALS FOR FUTURE USE BY THE MINISTRY Jul 2010 Jul 22, F12 ENVIRONMENTALLY SENSITIVE AREAS Nov 2014 Nov 6, S18 FENCING OF THE CONSTRUCTION AREA Jun 1992 Sep 2, S24 SUPPLY OF TRUCKS Aug 1984 Aug 1, F31 ENVIRONMENTAL EXEMPTIONS AND PERMITS Jun 2013 Jun 20, 2013 March 2016 Page 3 of 13 E3-1

24 CHAPTER E SPECIAL PROVISIONS LIST OF ACTIVE SSPs S.P. # Title Issue Date Imp. Date 199F33 CONSTRUCTION NOISE CONSTRAINTS - Noise Sensitive Areas - Requirements for Control of Construction Noise Produced by the Contractor's Operations 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 Material 199F43 OTHER CONTRACTORS WITHIN OR ADJACENT TO THE LIMITS OF THE CONTRACT Jun 2013 Jun 20, 2013 Mar 2012 Apr 26, 2012 Jun 2000 Jun 21, S44 TRAFFIC CONTROL AT INTERSECTIONS Jan 2001 Jan 10, S48 QUALITY VERIFICATION ENGINEER SERVICES Dec 2005 Dec 21, S53 PERFORMANCE REQUIREMENT-QUALITY PROCESSES - Performance Requirements for Quality Processes 199S54 PARTICIPATION IN THE ANNUAL LABORATORY CORRELATION PROGRAM - Annual Laboratory Correlation Program Feb 2012 Apr 26, 2012 May 2004 May 26, S55 RECORD DRAWINGS FOR STRUCTURES AND FOUNDATIONS May 2004 May 26, S56 CONTROL OF EMISSIONS DURING STRUCTURAL WORK - Requirements for Control of Emissions Generated from Work on Structures 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 Sep 2005 Nov 17, 2005 Dec 2006 Jan 25, F59 NATIONAL ENERGY BOARD (NEB) REGULATED PIPELINES Feb 2015 Feb 26, S60 INCENTIVE FOR SUPPLY OF CANADIAN STEEL - Requirements for an Incentive Payment for Supply of Canadian Steel 199F61 AVAILABLE DIGITAL INFORMATION, DURING ADVERTISING AND CONSTRUCTION - Availability of Drawings and Digital Files for Viewing Oct 2009 Oct 29, 2009 Apr 2012 Apr 26, S62 FREEWAY PAVING OPERATIONS May 2010 May 20, F63 NAVIGABLE WATERS PROTECTION Mar 2012 Apr 26, S64 GENERAL REQUIREMENTS FOR REFEREE TESTING Apr 2015 Apr 23, F01 CLEARING - Item No., CLOSE CUT CLEARING - Item No. - Amendment to OPSS 201, November Salvage of Trees 201F02 CLEARING - Item No., CLOSE CUT CLEARING - Item No. - Amendment to OPSS 201, November Marketable Timber from Crown Lands 206F04 ROCK EXCAVATION, GRADING - Item No. - Amendment to OPSS 206, November Bulking Factor for Shale 206F06 EARTH EXCAVATION, GRADING - Item No. - Amendment to OPSS 206, November 2014 May 2013 Jun 20, 2013 May 2013 Jun 20, 2013 Dec 2014 Jan 8, 2015 Dec 2014 Jan 8, 2015 March 2016 Page 4 of 13 E3-1

25 CHAPTER E SPECIAL PROVISIONS LIST OF ACTIVE SSPs S.P. # Title Issue Date Imp. Date 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 F01 EARTH BORROW - Item No. - Amendment to OPSS 212, November Fly Ash Material 299F01 RENTAL OF MOTOR GRADER (Various) - Item No., RENTAL OF BACKHOE (VARIOUS) - Item No. - Use of Rental Equipment 299F02 DRILL AND BLAST ROCK IN DITCHES - Item No. - Construction Specification for Drilling and Blasting Rock in Ditches 299F11 EARTH DITCH CLEANOUT Item No., ROCK DITCH CLEANOUT Item No. Construction Specification for Ditch Cleanout 304F04 BINDER (TYPE) - Item No., CLASS 1, 2, 4, 6 AGGREGATE - Item No., (Same), FROM STOCKPILE - Item No. - Application of Binder, Binder Sampling, Determination of Binder and Aggregate Application Rates, Quality Assurance and Price Adjustments 305S02 GRANULAR SEALING - Item No. - Amendment to OPSS 305, March Construction Specification for Granular Sealing Dec 2014 Jan 8, 2015 Jan 2014 Mar 27, 2014 May 2002 May 29, 2002 Apr 2014 May 8, 2014 Sep 2011 Sep 29, 2011 Jan 2008 Feb 14, 2008 Jan 2016 Jan 28, F02 TACK COAT - Item No. - Amendment to OPSS 308, April 2012 Jan 2013 Mar 7, S01 GRANULAR B, Type II - Item No. - Amendment to OPSS 314, December S03 GRANULAR A (VARIOUS) - Item No., GRANULAR B (VARIOUS) - Item No., GRANULAR M (VARIOUS) - Item No., GRANULAR O (VARIOUS) - Item No., SSM, COMPACTED - Item No. - Construction Specification for Untreated Granular Subbase, Base, Surface, Shoulder, and Stockpiling 331F02 FULL-DEPTH RECLAMATION WITH EXPANDED ASPHALT STABILIZATION Item No. - Amendment to OPSS 331, November Design Rate of Expanded Asphalt 332F03 HOT IN-PLACE RECYCLED MIX - Item No. - Amendment to OPSS 332, September Construction Specification for Hot In-Place Recycling and Hot In-Place Recycling with Integral Overlay 336F01 MICRO-SURFACING -TYPE (VARIOUS) - Item No. - Amendment to OPSS 336, November F01 SLURRY SEAL TYPE (VARIOUS) - Item No. - Amendment to OPSS 337, November S01 SEALING CRACKS IN ASPHALT PAVEMENT - Item No., ROUTING AND (Same) - Item No. - Construction Specification for Routing and Sealing Cracks in Asphalt Pavement 351S02 CONCRETE SIDEWALK - Item No. - Amendment to OPSS 351, November Granular Material Placed Below Sidewalk 353S02 CONCRETE CURB AND GUTTER - Item No. - Amendment to OPSS 353, September F01 FULL DEPTH CRACK REPAIRS - Item No. - Requirements for Full Depth Crack Repairs in Asphaltic Concrete Pavements Sep 2012 Dec 6, 2012 Aug 2007 Sep 20, 2007 Nov 2015 Dec 17, 2015 Mar 2015 Apr 23, 2015 Sep 2011 Sep 29, 2011 Nov 2013 Dec 5, 2013 Feb 2008 Feb 14, 2008 Jan 2016 Jan 28, 2016 Jul 2007 Aug 30, 2007 Dec 2014 Dec 18, 2014 March 2016 Page 5 of 13 E3-1

26 CHAPTER E SPECIAL PROVISIONS LIST OF ACTIVE SSPs S.P. # Title Issue Date Imp. Date 399F02 TEMPORARY HOT MIX PAVEMENT - Item No. - Requirements for Construction of Temporary Hot Mix Pavement 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 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 399S43 FULL DEPTH CONCRETE REPAIR - Item No., FAST TRACK (Same) - Item No., PARTIAL DEPTH CONCRETE REPAIR - Item No., FAST TRACK (Same) - Item No. - Amendment to OPSS 360, OPSS 362, and OPSS Repairs to Concrete Pavement and Concrete Base 407S01 BREAKING INTO MANHOLES, CATCHBASINS, DITCH INLETS, CULVERTS AND SEWERS - Item No. - Amendment to MTC Form 407, March Pipe Subdrain Outlet to Existing Structure 407S02 ROCK EXCAVATION FOR SEWERS, MANHOLES, CATCHBASINS AND DITCH INLETS - Item No. - Amendment to MTC Form 407, March S03 CATCH BASIN COLLAR - Item No. - Amendment to MTC Form 407, March S06 (SIZE) MANHOLES CATCH BASINS AND DITCH INLETS - Item No., ADJUSTING AND REBUILDING MHs, CBs AND DIs - Item No. - Amendment to MTC Form 407, March Aggregate Requirements, Lift Rings, Adjustment Units and Resilient Connectors 415S01 TUNNEL - Item No. - Amendment to OPSS 415, February Interceptor Drains and Service Connections 416S01 JACKING AND BORING - Item No. - Amendment to OPSS 416, February Interceptor Drains and Service Connections 422S01 PRECAST CONCRETE BOX CULVERT - Item No. - Amendment to OPSS 422, April S02 CLEAN OUT CATCHBASINS, MAINTENANCE HOLES AND DITCH INLETS - Item No. - Management of Highway Storm Sewer Catchbasin Cleanout Material - No Receiving Site Provided 499S03 WELD AND RELEASE MAINTENANCE HOLE AND CATCH BASIN FRAMES AND GRATES - Item No. 599S22 RETAINED SOIL SYSTEM (VARIOUS) - Item No., BACKFILL FOR RSS (VARIOUS) - Requirements for Design and Construction of RSS Walls and Steep Slopes 599S23 RETAINED SOIL SYSTEM (VARIOUS) - Item No. - Requirements for Materials, QC and QA Testing and Acceptance Criteria for Precast Concrete Facing Elements Including Panels 601S01 (ELEC) 610F01 (ELEC) MAINTENANCE AND OPERATION FOR TEMPORARY TRAFFIC SIGNAL SYSTEM WORK - Item No. - Requirements for Maintenance and Operation of Temporary Traffic Signal System REMOVAL OF ELECTRICAL EQUIPMENT - Item No. - Shipping of Salvaged Electrical Equipment and Materials Dec 2014 Dec 18, 2014 Jun 2006 Jul 27, 2006 May 2010 May 20, 2010 Feb 2013 Mar 7, 2013 Feb 1988 May 1, 1988 Aug 2007 Sep 20, 2007 Jul 1996 Aug 16, 1996 Apr 2014 Jun 12, 2014 Mar 2012 Apr 26, 2012 Mar 2012 Apr 26, 2012 Jul 2011 Jul 21, 2011 Mar 2012 Apr 26, 2012 Jan 2000 Feb 2, 2000 Feb 2016 Mar 03, 2016 Dec 2014 Dec 18, 2014 Nov 2014 Dec 18, 2014 Jan 2009 Mar 12, 2009 March 2016 Page 6 of 13 E3-1

27 CHAPTER E SPECIAL PROVISIONS LIST OF ACTIVE SSPs S.P. # Title Issue Date Imp. Date 611F01 (ELEC) 614F01 (ELEC) 615S01 (ELEC) 615S02 (ELEC) 615S03 (ELEC) 617F01 (ELEC) 617F03 (ELEC) 620S04 (ELEC) 621S01 (ELEC) 622F01 (ELEC) 622F02 (ELEC) 623F01 (ELEC) 623S02 (ELEC) 630F02 (ELEC) 631S02 (ELEC) UNDERPASS LUMINAIRES - Item No., (Same) (TEMPORARY) - Item No., REPLACE (Same) - Item No. - Amendment to OPSS 611, November 2013 DISTRIBUTION ASSEMBLIES - Item No., (Same) (TEMPORARY) - Item No., SUPPLY CONTROL CABINET ASSEMBLIES - Item No., (Same) (TEMPORARY) - Item No. - Amendment to OPSS 614, November 2012 WOOD POLES, DIRECT BURIED IN ROCK - Item No., (Same) (TEMPORARY) - Item No. - Amendment to OPSS 615, November Pole Hardware and Accessories STEEL POLES, BASE MOUNTED -Item No., (Same) (TEMPORARY) - Item No. - Amendment to OPSS 615, November 2008 and OPSS 2423, November 2010 SECTIONAL STEEL POLES, (VARIOUS) Item No., (Same) (TEMPORARY) - Item No. - Amendment to OPSS 615, November 2008 LIGHTING LUMINAIRES (VARIOUS) - Item No., (Same) (TEMPORARY) - Item No. - Amendment to OPSS 617, November 2013 (VARIOUS) LED LIGHTING LUMINAIRES - Item No. - Amendment to OPSS 617, November 2013 (VARIOUS) SIGNAL HANGERS - Item No., (VARIOUS) DOUBLE ARM BRACKETS - Item No., (VARIOUS) SIGNAL HEADS - Item No., TRAFFIC SIGNAL EQUIPMENT MODIFICATIONS - Item No. - Construction Specification for Traffic Signal Equipment FLASHER BEACONS (VARIOUS) - Item No., SIGN LIGHT ASSEMBLIES FOR KEEP RIGHT SIGNS - Item No., (Same) (TEMPORARY) - Item No., INTERNALLY ILLUMINATED SIGNS - Item No., (Same) (TEMPORARY) - Item No., FLASHER MECHANISM - Item No., (Same) (TEMPORARY) - Item No. - Amendment to OPSS 621, September 1984 TRAFFIC SIGNAL CONTROLLERS - Item No. - Amendment to OPSS 622, September 1993 TRAFFIC SIGNAL CONTROLLERS (Temporary) - Item No. - Amendment to OPSS 622, September 1993 DETECTOR LOOPS - Item No., (Same) (TEMPORARY) - Item No., PROBE DETECTORS - Item No., (Same) (TEMPORARY) - Item No., PEDESTRIAN PUSHBUTTONS - Item No., (Same) (TEMPORARY) - Item No., ACCESSIBLE PEDESTRIAN SIGNALS - Item No., (Same) (TEMPORARY) - Item No.; NON-INTRUSIVE DETECTION SYSTEM Item No.; (Same) (TEMPORARY) Item No - Amendment to OPSS 623, January 1990 PREFABRICATED LOOPS - Item No., TRAFFIC COUNTING STATION - Item No. - Amendment to OPSS 623, January 1990 (25m, 30m, 35m, 40m, 45m) SECTIONAL STEEL HIGH MAST LIGHTING POLES AND EQUIPMENT - Item No. - Amendment to OPSS 630, November 2012 and OPSS 2471, November 2008 CONCRETE FOOTINGS FOR HIGH MAST LIGHTING POLES - Item No. - Amendment to OPSS 631, November 2015 Feb 2014 Mar 27, 2014 Feb 2013 Mar 7, 2013 Jan 2009 Mar 12, 2009 Jun 2011 Jul 21, 2011 Dec 2011 Mar 15, 2012 Feb 2014 Mar 27, 2014 Feb 2014 Mar 27, 2014 Jul 2011 Jul 21, 2011 Jul 2011 Jul 21, 2011 Feb 2016 Mar 03, 2016 Dec 2011 Mar 15, 2012 Nov 2014 Dec 18, 2014 Feb 2013 Mar 7, 2013 Feb 2013 Mar 7, 2013 Feb 2016 Mar 03, 2016 March 2016 Page 7 of 13 E3-1

28 CHAPTER E SPECIAL PROVISIONS LIST OF ACTIVE SSPs S.P. # Title Issue Date Imp. Date 681F15 (ATMS) 681F17 (ATMS) 681F19 (ATMS) 681F25 (ATMS) 681F32 (ATMS) 681F34 (ATMS) 682S01 (ATMS) 682S07 (ATMS) 682S08 (ATMS) 682S09 (ATMS) 682S12 (ATMS) 682S13 (ATMS) 682S14 (ATMS) 682S15 (ATMS) 682S16 (ATMS) 682S17 (ATMS) 682S18 (ATMS) 682S19 (ATMS) TRAINING FOR ATMS WORK - Item No. - Requirements for Training Seminars to be Provided by the Contractor SPARE COMPONENTS FOR ATMS WORK - Item No. - Requirements for Supply of Additional Quantities of Tender Items SYSTEM INTEGRATION TESTING FOR ATMS WORK - Item No. - Requirements for System Integration Testing (SIT) of all ATMS Subsystems. MAINTENANCE AND WARRANTY FOR ATMS WORK - Item No. - Requirements for Maintenance and Warranty for all ATMS Components Supplied, Installed, Replaced or Modified GROUND DEPLOYMENT OF PVMS - Item No., FIXED SUPPORT DEPLOYMENT OF PVMS - Item No. - Requirements for Deployment of Portable Variable Message Signs (PVMS) MAINTENANCE AND WARRANTY FOR PVMS - Item No. - Requirements for Maintenance and Warranty of Portable Variable Message Signs (PVMS) and Associated Subsystem Components ATMS FIELD EQUIPMENT CABINET MAINTENANCE SITES - Item No. - Requirements for Construction of ATMS Field Equipment Cabinet Maintenance Sites FLEXIBLE DUCTS BY SUBSURFACE INSTALLATION Item No., RIGID DUCTS, DIRECT BURIED - Item No., (Same) (TEMPORARY) Item No. - Amendment to OPSS 603, November 2015 SURFACE MOUNTED DUCT SYSTEMS - Item No., (Same) (TEMPORARY) - Item No. - Amendment to OPSS 603, November 2015 EXTRA LOW VOLTAGE CABLES (VARIOUS) - Item No., SAWCUT SLOT FOR EXTRA LOW VOLTAGE CABLES - Item No. - Amendment to OPSS 604, November 2013 POWER SUPPLY CABINETS - Item No. - Requirements for Installation of Power Supply Cabinets CONCRETE POLES, DIRECT BURIED IN EARTH - Item No. - Amendment to OPSS 615, November 2008 Sep 2007 Jan 24, 2008 Sep 2007 Jan 24, 2008 Sep 2007 Jan 24, 2008 Mar 2012 Apr 26, 2012 Sep 2007 Jan 24, 2008 Mar 2012 Apr 26, 2012 Sep 2007 Jan 24, 2008 Feb 2016 Mar 03, 2016 Feb 2016 Mar 03, 2016 Feb 2014 Mar 27, 2014 Sep 2010 Oct 14, 2010 Feb 2009 Mar 12, 2009 CONCRETE PADS - Item No. - Amendment to OPSS 616, November 2012 Feb 2013 Mar 7, 2013 BASE MOUNTED COMMUNICATION PEDESTALS - Item No. - Requirements for Installation of Base Mounted Communications Pedestal on a Concrete Footing CONTROLLER CABINETS - Item No. - Amendment to OPSS 622, September 1993 CONTROLLERS - Item No. - Requirements for Installation and Testing of Advanced Traffic Controllers (ATCs) LOOP VEHICLE DETECTOR SENSOR UNITS - Item No. - Requirements for Installation and Testing of Loop Vehicle Detector Sensor Units ATMS LOOP DETECTORS - Item No., (Same) (TEMPORARY) - Item No. - Amendment to OPSS 623, January 1990 Sep 2007 Jan 24, 2008 Feb 2013 Mar 7, 2013 Jul 2012 Sep 13, 2012 Sep 2007 Jan 24, 2008 Jul 2009 Jul 23, 2009 March 2016 Page 8 of 13 E3-1