2026-CH-034 CS Pages.pdf.crdownload

STATE OF RHODE ISLAND

DEPARTMENT OF TRANSPORTATION

RHODE ISLAND CONTRACT NO. 2026-CH-034

FEDERAL-AID PROJECT NOS. STP-RESF(482),

STP-RESF(497)

PAVEMENT IMPROVEMENTS

PUTNAM PIKE

Danecroft Avenue to 300’ west of George Waterman Road

Towns of Smithfield and Johnston

County of Providence

Rhode Island

GENERAL PROVISIONS-CONTRACT SPECIFIC

GM2 Associates, Inc.

Pawtucket, Rhode Island

July 2026

INDEX

GENERAL PROVISIONS - CONTRACT SPECIFIC

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PARAGRAPH TITLE PAGE

1. BRIEF SCOPE OF WORK

2. LIST OF CONTRACT DRAWINGS

3. UTILITY AND MUNICIPAL NOTIFICATION AND COORDINATION

4. SPECIALTY ITEMS

5. SEQUENCE OF CONSTRUCTION

6. DAMAGE TO EXISTING UTILITY STRUCTURES

7. CONTRACTOR’S RESPONSIBILITY FOR DAMAGED STORM DRAINS

8. SPECIAL REQUIREMENTS FOR TRAFFIC PROTECTION

9. SPECIAL NOTICE TO THE CONTRACTOR

10. SPECIAL REQUIREMENTS FOR PAVEMENT MARKINGS

11. POLICE COMPENSATION

12. SURVEY

13. INCIDENT MANAGEMENT

14. TRAFFIC FINES IN WORK ZONES

15. COORDINATION WITH OTHER PROJECTS

16. MAINTENANCE OF PUBLIC ACCESS

17. CONTRACTOR’S RESPONSIBILITY FOR MAINTAINING ROADWAYS

18. TRANSPORTATION MANAGEMENT PLAN

19. SHOP DRAWINGS AND SUBMITTALS:

20. STRUCTURE DISPOSITION LIST

21. ENVIRONMENTAL PERMITS:

INDEX

GENERAL PROVISIONS - CONTRACT SPECIFIC

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Appendix A Transportation Management Plan

Appendix B Stormwater Pollution Prevention Plan (SWPPP)

Appendix C Pavement Cores

Appendix D Rideability

Appendix E Migratory Bird Protection

Appendix F Boring Logs

Appendix G Control of Material – Material Testing Breakdowns

Appendix H Curb Ramp/ADA Design Package

Appendix I RIDEM Permit

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1. BRIEF SCOPE OF WORK

This project, Rhode Island Contract No. 2026-CH-034, Federal Aid Project Nos. STP-

RESF(482),and STP-RESF(497) is for pavement improvements on Putnam Pike from

Danecroft Avenue to 300’ west of George Waterman Road in the towns of Smithfield and

Johnston , Rhode Island, County of Providence. The work will include, but not be limited to, full-width micro-milling and overlay, new traffic signals. pedestrian signal upgrades, installation of pavement markings and ADA compliant wheelchair ramps project wide, new cement concrete curbing and sidewalks, and all incidentals, complete in place and accepted, to complete the work of the contract to the satisfaction of the Engineer.

2. LIST OF CONTRACT DRAWINGS

Sheet No. Description

1 COVER SHEET

2 STANDARD PLAN SYMBOLS & STANDARD LEGEND

3 - 4 STANDARD NOTES 1 & 2

5 - 6 JOB SPECIFIC PLAN SYMBOLS, LEGEND AND NOTES 1 & 2

7 - 8 TYPICAL SECTIONS

9 - 10 MISCELLANEOUS DETAILS 1 & 2

11 - 12 DRAIANGE DETAILS 1 & 2

13-37 GENERAL PLANS 1-25

38-62 LOCATION PLANS 1-24

63 -87 SIGNING & STRIPING PLANS 1-18

88-105 SIGNAL PLANS 1-18

106-109 MAINTENANCE & PROTECTION OF TRAFFIC PLANS 1-4

110 –134 EXISTING CONDITIONS PLANS 1-38

3. UTILITY AND MUNICIPAL NOTIFICATION AND COORDINATION

The Contractor shall schedule his construction so as to allow for a coordinated highway and utility effort. Upon award, the Contractor shall notify the lead utility relative to his anticipated highway construction start date. Immediately following the Pre-construction Conference, the

Contractor shall initiate survey layout required for utilities.

The following is a list of the Applicable Utility/Municipality Representatives:

Agency Contact Person Telephone

RI Energy Electric David Son 631-223-5650

RI Energy Gas Engineering James Paulette 401-465-8580

RI Energy Gas Construction Jay Eddy 617-634-2905

Verizon Ross Bilodeau 508-782-2112

Cox Communications Nick Gonsalves 401-895-0838

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OSHEAN Robert Gay 401-559-6060

Johnston DPW

Thomas Deller 401-231-4000

Ext. 4001

Smithfield DPW Gene Allen 401-233-1034

Smithfield Town Engineer Josha Jelley 401-233-1041

Greenville Water District Marc F. Weller, PE, PMP 401-449-1479

The following utility involvement is anticipated.

Agency Notification Time Estimated Utility Working Time

RI Energy – Electric 5 weeks 4 weeks

Verizon 4 weeks 3 days

(Utility Adjustments)

Verizon 4 weeks 2 weeks

(Manholes Frames & Covers)

Cox Communications 2 weeks 5 Weeks

Existing utilities have been shown on the plans using the best available information. The

Contractor shall verify the location of all the existing drainage and utilities both underground and overhead before excavation begins in accordance with Chapter 39-1.2 of the Rhode Island

General Laws entitled “Excavation Near Underground Utility Facilities” with amendments effective as of November 1, 2009 and, when necessary, by contacting the individual utility companies. Excavation shall be in accordance with all statues, ordinances, rules and regulations of any applicable city, town, state or federal agency. The Contactor should understand that not all utility companies subscribe to the DigSafe Program. It is the

Contractor’s responsibility to notify all utility companies and ensure that all utilities have been marked prior to commencing their work. Any damage to existing utilities marked in the field, or as a result of failing to contact the appropriate utility company, shall be repaired or replaced at no additional cost to the State. The Contractor shall contact DigSafe (1-888-344-7233) prior to commencing with construction.

4. SPECIALTY ITEMS

The following items are hereby designated "Specialty Items":

a. Traffic Signing (Excluding Temporary Construction Signs)

b. Pavement Markings

c. Guardrail

d. Seeding

e. Traffic Signal Items

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5. SEQUENCE OF CONSTRUCTION

a. General.

All work shall be completed in accordance with the Traffic-Related Work Restrictions indicated in the Transportation Management Plan.

The Contractor shall immediately establish all temporary erosion and sedimentation controls including temporary sedimentation basins and construction accesses.

Deviations from the requirements stated here or detailed in these specifications, as well as deviations from the approved construction work sequence and time schedule, must be submitted to the Engineer in writing for approval.

b. Special Requirements.

The project schedule level requirements for this project shall be Level B.

Deviations from the requirements stated here or detailed in these specifications, as well as any deviations from the approved construction work sequence and time schedule, must be submitted to the Engineer in writing for approval.

If the contract is extended beyond the specified completion date, a similar work schedule will be established by the Engineer.

The Contractor shall be responsible for performing independent quantity take-offs as part of the preparation of his bid proposal.

The Contractor shall review and mark the proposed work required at each wheelchair ramp in the field with the Engineer prior to beginning any work at that location.

A Verizon contractor will adjust existing telephone manholes to grade. The prime contractor shall contact Verizon (see contact above) to coordinate the work.

The Contractor shall coordinate the temporary removal and subsequent reinstallation of three

(3) RIPTA bus shelters located within the project limits. RIPTA will remove each bus shelter and reinstall it once the Contractor has completed the associated sidewalk construction. The

Contractor shall provide temporary traffic control required for RIPTA’s removal and reinstallation operations. All costs associated with this temporary traffic control shall be included under Bid Item 937.0100.

RIPTA’s contact personnel are as follows:

• Alex Akinrimisi aakinrimisi@ripta.com 401-784-9500 x1155

• Ella Ackerman eackerman@ripta.com 401-784-9500 x1289 mailto:aakinrimisi@ripta.com mailto:eackerman@ripta.com

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The Contractor shall be responsible for designing traffic signal mast arm foundations in accordance with Section T11. Traffic Signal Mast Arms, Poles and Foundations of the RI

Standard Specifications. All costs associated with designing mast arm foundations shall be incidental to the various items of work.

The Contractor shall be responsible for providing an existing conditions striping plan submittal and a “as-built” conditions striping plan submittal. The plans shall include, but not be limited to, travel lane widths, shoulder widths, taper lengths, turning lane widths and limits of rumble strip. The proposed striping shall match existing conditions unless noted otherwise in the contract documents or is modified during the shop drawing submittal process. Pavement markings that have been installed incorrectly shall be removed by power washing (non-destructive removal). Destructive removal or painting over pavement markings will not be considered for corrective options. No payment will be made to the Contractor until the “as built” plans have been approved by the Department and/or corrective actions have been completed by the Contractor. The submissions shall be made electronically in either CAD or

PDF format. The cost for the submittals shall be incidental to the various items of work. All costs associated with correcting improperly placed pavement markings or rumble strip shall be by borne the Contractor.

All erosion controls shall be in-place and accepted by the Engineer prior to commencing work.

Locations of surface features and utilities shown on the plans are approximate. The

Contractor shall check and verify the exact location of all existing utilities, both underground and overhead, with Dig Safe. Any damage to existing utilities shall be the Contractor's responsibility in addition to providing vehicle and pedestrian access to abutting residential, commercial, and/or recreational establishments.

The Contractor shall be responsible for maintaining all roadways free from debris resulting from vehicles entering and exiting the construction site. The Contractor shall clean and sweep the roadways, at intervals as required, and/or as determined by the Engineer to maintain the roadway in an acceptable condition. The cost associated with complying with this provision shall be considered incidental to the contract.

The cost of the work zone lighting required for nighttime operations shall be incidental to the contract in accordance with Section T.22 Lighting for Night Work Operations of the Standard

Specifications. No separate payment will be made for lighting of the work zone during any nighttime operation.

The Contractor shall be responsible for providing GPS locations of all installed directional, regulatory, warning, parking, and street signs. The submission shall be made electronically in

Microsoft Excel format to the RIDOT-GIS Section (contact person TBD by Engineer) in the following format:

Sign # MUTCD Code Easting Northing

1 R1-1 277311 323478

The cost for completing the GPS work shall be incidental to the cost of the signing items.

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6. DAMAGE TO EXISTING UTILITY STRUCTURES

It is the Contractors responsibility to ensure that all utility companies have been notified and all utilities have been marked prior to commencing their work. All damage to existing utilities shall be replaced or repaired to the satisfaction of the Engineer at no additional cost to the

State.

7. CONTRACTOR’S RESPONSIBILITY FOR DAMAGED STORM DRAINS

The Contractor shall use care when working within or in the vicinity of existing drainage structures. Any drainage pipe or culverts damaged while carrying out any work on this

Contract shall be the Contractor’s responsibility. Any pipe/culvert damaged by the Contractor while carrying out this Contract shall be replaced or repaired by the Contractor to the satisfaction of the Engineer at no additional charge to the State. Any pipe, culvert, or other existing drainage structure which is replaced or repaired due to contractor damage must be done as an in-kind replacement (materials as well as size/length must be the same as existing) and all final invert elevations must match existing elevations. The Contractor shall make every effort to avoid debris from falling into catch basins. Should any debris fall inside a structure, it shall be removed immediately.

8. SPECIAL REQUIREMENTS FOR TRAFFIC PROTECTION

In addition to the requirements of the Standard Specifications for Road and Bridge

Construction and the special requirements of other sections of these contract documents, the following requirements shall be undertaken by the Contractor.

a. The Contractor shall notify the Department 3 weeks in advance of a bridge or roadway closure/split/shift/travel lane width reductions on any roads within the State.

b. All full closures, splits, or shifts shall be scheduled to begin on Friday or Saturday night, as determined by the TMP, to allow motoring public time to adjust to new travel patterns while allowing RIDOT the opportunity to evaluate its success. Construction work can commence on the Monday following the evaluation period.

Any exceptions to this must be approved by the Senior Management of Department.

c. The Contractor shall be required to install and maintain proper warning and construction signing and protective devices at each work location as shown on the contract Maintenance and Protection of Traffic Plans, and Transportation Management Plan (TMP). The contract plans and TMP are the minimum requirements. It is the Contractor’s responsibility to supplement as necessary to conform to the “Manual on Uniform Traffic Control Devices, 2023 Edition”, including all revisions, and/or as directed by the Engineer. All traffic protection must be approved by the Engineer before construction may commence.

d. The Contractor shall utilize R.I. Standard 26.2.0 barrels when traffic control set-ups are to remain in place beyond normal working hours and when workers are not present. Barrels

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shall also be used to mark utility adjustments prior to paving. The Contractor shall utilize

R.I. Standard 26.1.0 cones when the traffic control set-up is utilized only during working hours and is subsequently broken down at the end of the workday.

e. The Contractor shall be responsible for maintaining appropriate construction related signing at all times. Signs not appropriate for the lane closures, speed limits or construction activity taking place at that given time shall be removed or covered to the satisfaction of the

Engineer.

f. The Contractor shall note that work zone time and lane restrictions are listed in the

Transportation Management Plan.

g. Detours onto non-state roadways are subject to approval of the local jurisdiction. The

Contractor shall coordinate any such detours at his own expense. There will be no allowance or time extension as a result of detour(s) not being permitted by local jurisdictions.

h. Bridge 074101, US-44 over I-295, within the project limits, has restrictions for overweight vehicles with annual RIDOT permits. Permit holders are responsible to understand and obey these restrictions. Further information can be found on the RIDOT website for Statewide Truck & Bridge Restrictions at:

https://www.dot.ri.gov/travel/truckrestrictions.php or through the OSOW Permitting office at DOT.OSOW@dot.ri.gov.

9. SPECIAL NOTICE TO THE CONTRACTOR

a. The Contractor is responsible for damage to existing structures, equipment, or signs in the roadway and the side of road area.

b. All grass existing in the gutter line shall be removed prior to any paving operations.

c. There shall be no parking of vehicles or storage of construction equipment under the drip line of any tree.

10. SPECIAL REQUIREMENTS FOR PAVEMENT MARKINGS

All pavement markings are to be in accordance with the requirements of the “Manual on

Uniform Traffic Control Devices, 2023 Edition,” including all revisions.

It is the Contractor’s responsibility to reflect the exact location, unless otherwise proposed on the plans, of all existing pavement markings onto the newly finished surfaces. The Contractor shall make the necessary arrangements to enable him to reestablish these locations before any micro-milling or resurfacing commences.

All conflicting pavement markings shall be removed in accordance with the “Manual on

Uniform Traffic Control Devices, 2023 Edition,” including all revisions.

The Contractor shall place waterborne pavement markings at the end of each day’s paving operation on micromilled surfaces, on the intermediate and final HMA courses, and/or as

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directed by the Engineer. The traveled way shall be clearly marked at all times. Per Section

T20.01.01 p.4, Interim Epoxy Markings shall be used as required. Interim Epoxy Markings shall be included under Temporary Pavement Markings. No sperate measurement or payment will be provided for use of Interim Epoxy Markings.

On the final riding surface course of new pavement, the Contractor shall place waterborne pavement marking paint at all locations as shown on the plans, but shall not be required to place temporary cross-hatch markings. Waterborne pavement marking paint shall be placed in accordance with Section T20.03.4 of the Standard Specifications.

The final epoxy pavement markings shall be placed no sooner than two weeks after the final surface course has been placed, but no longer than four weeks.

11. POLICE COMPENSATION

It will be the responsibility of the Resident Engineer to retain the services of the State and local police with cruisers for traffic control and protection for this project. The Contractor will not be required to bid on, or compensate for, the services of the State and local police.

12. SURVEY

The Contractor shall establish and maintain all survey control required for construction by a

Professional Land Surveyor (PLS) licensed in the State of Rhode Island, utilizing qualified survey personnel and equipment. The Contractor shall be solely responsible for all survey and layout operations necessary to complete the Work in accordance with the Contract Documents and approved plans, including, but not limited to, recording existing elevations, pavement widths, cross slopes, sidewalk elevations, and drainage structure invert elevations; establishing proposed grades at ADA/wheelchair ramp locations and at other locations as directed; laying out proposed utility pole locations; and performing all construction layout necessary for completion of the project. The Contractor shall verify all existing conditions and dimensions prior to construction and shall immediately notify the Engineer of any discrepancies. All costs associated with survey control, layout, field verification, staking, measurements, documentation, and related survey work shall be considered incidental to the Contract, and no separate payment will be made.

13. INCIDENT MANAGEMENT

In the event of an accident, or other unforeseen incident, the Contractor shall positively cooperate with local authorities by providing traffic control devices, personnel, equipment, and materials as required, both on and off site. The Contractor shall assist in whatever way possible to clear debris from the roadway and maintain traffic flow. Payment for this work shall be on a force account basis. If the personnel are not available on site, they shall be “on call” and able to respond to the site within one hour of notification to the Contractor’s appointed representative by phone or in person to the Department of Transportation.

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14. TRAFFIC FINES IN WORK ZONES

The Traffic Fines in Work Zone Regulatory Signs detailed on State Standard 27.1.1 shall be located as shown on the detail whenever construction activities are in process and construction personnel are present. Signs shall be located at each work zone. When construction activities and personnel are not present, the signs shall either be removed from the site or covered.

15. COORDINATION WITH OTHER PROJECTS

The Contractor shall be aware of other construction projects ongoing or commencing during the construction period of this contract. It shall be the Contractor’s responsibility to coordinate lane closures and all work with the Engineer to determine the impacts of his construction operations on adjacent projects. The Contractor may be required by the Engineer to attend periodic coordination meetings with representatives of each Town and State to discuss and resolve potential conflicts.

16. MAINTENANCE OF PUBLIC ACCESS

The Contractor, at his own expense, shall keep the streets, highways, and roads, in which he may work passable by means of secured access around the point and place of construction. No separate payments will be made for this work, it shall be considered incidental to the contract.

The Contractor shall provide, at his own cost, temporary means of crossing and guarding trenches at street crossings, roads, or private ways to the satisfaction of the Engineer. The

Contractor shall conduct his work for this objective in such a manner as the Engineer may direct from time to time.

17. CONTRACTOR’S RESPONSIBILITY FOR MAINTAINING ROADWAYS

The Contractor shall be responsible for maintaining all roadways free form debris resulting from vehicles entering and exiting the construction site. The Contractor shall clean and sweep the roadways, at intervals as required, and/or as determined by the Engineer to maintain the roadway in an acceptable condition. The cost associated with complying with this provision shall be considered incidental to the Contract.

18. TRANSPORTATION MANAGEMENT PLAN

Included as an appendix to these Contract Specific General Provisions is the Transportation

Management Plan (TMP) for this project. The TMP lays out the set of coordinated transportation management strategies that will be used to manage the work zone safety and mobility impacts of this project. In the event of a discrepancy between information in the TMP and information elsewhere in the Contract Documents, the former shall govern.

The Contractor’s attention is called to the Standard Specifications for Road & Bridge

Construction, February 2025 Edition, SECTION 104.08 – MAINTENANCE IF TRAFFIC, which describes the requirements for the Contractor’s designation of a TMP Implementation

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Manager for the Contract and describes the requirements for the training of all Contractor and

Subcontractor personnel involved in work zone design, implementation, operation, inspection, management, and/or enforcement.

The Contractor’s attention is called to the PERFORMANCE MONITORING, CHANGES TO TMP, & CONTINGENCIES section of the TMP, which describes the requirements for a deviation from the TMP, including, but not limited to, lane closure changes and working hours. If the Contractor is requesting change(s) to the TMP, he is responsible for the documents listed in this section, including preparation of his own revised TMP. Templates are available on the RIDOT website under the “Work Zone Safety & Mobility” section at:

https://www.dot.ri.gov/business/contractorsandconsultants.php

19. SHOP DRAWINGS AND SUBMITTALS:

The following list of work for which shop drawings and/or other submittals are required is provided for the convenience of the contractor. This list includes only major items of work; it does not itemize all submittals required by the contract documents. All submittals shall be in accordance with Section 105.02 of the Standard Specifications. The contractor is responsible for timely submission of all shop drawings and other documents required by the contract. No extra payment will be made, nor will any extension be made to the contract completion date for making required submittals.

Cut-sheet submittals for items not listed on the RIDOT Approved Materials List shall clearly indicate conformance with the requirements of the Standard Specifications. The Contractor shall highlight or note the relevant conformances. Items that do not indicate conformance may be rejected.

a. Compost filter sock

b. Filter bag for catch basin

c. Guardrail

d. Traffic Signal Items

e. Existing Condition Pavement Markings Plans

f. As-built Pavement Marking Plans

g. Temporary Traffic Control Plans (for deviations from provided plans and TMP) https://www.dot.ri.gov/business/contractorsandconsultants.php

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20. STRUCTURE DISPOSITION LIST

21. ENVIRONMENTAL PERMITS:

It shall be the Contractor’s responsibility to adhere to all restrictions as stated or implied by the permits and orders attached hereto and included as part of the contract documents.

There will be no special payment for work done to comply with these permits and orders.

Appropriate assents or permits from RIDEM: RIR102931

Structure Location Description Status Disposition

SD-1 Sta. 105+00 Rt Concrete Curb Property Improvement R& D (6')

Sta. 105+34 Rt R& D (4')

New Conc Curb (10')

SD-2 Concrete curb Property Improvement R& D (14')

New Conc Curb (14')

SD-3 Concrete Curb Property Improvement R& D (16')

New Conc Curb (16')

SD-4 Sta. 146+82 Lt Concrete Curb Property Improvement R& D (9')

New Conc Curb (9')

SD-5 Sign Property Improvement R & D

SD-6 Bit Curb Property Improvement R & D (15')Sta. 187+50 to

Sta.187+80 Rt

Sta. 184+75 Rt

Sta. 130+36 to Sta.

130+47 Lt

Sta. 129+61 to Sta.

129+75 Lt

APPENDIX A

Transportation Management Plan (TMP)

Project Name:

RI Design Contract No(s):

RI Construction Contract No(s):

PTSID #

Municipalities:

Submission: Date:

Section Title Page Number

Changelog

Project Information

Traffic Conditions Prior to Start of Work

Expected Traffic Conditions During the Work

Transportation Management Strategies

Transportation Operations Plan

Performance Monitoring Plan

Changes to TMP & Contingency Plans

Traffic-Related Work Restrictions

Temporary Traffic Control Plans

Public Information Plan

Pavement Improvements - Putnam Pike

2026-CH-034

2024-EH-010WO#4

SIGNIFICANT

TABLE OF CONTENTS

List of Attachments

Johnston and Smithfield, RI

FINAL 24-Jun-2026

TMP Approvals

TMP Roles and Responsibilities

PROJECT

2607QLEVEL 2

TRANSPORTATION

MANAGEMENT PLAN

2026-CH-034 - L2 TMP.xlsx Page 1 of 17

Name: Name:

Title: Title:

Unit: Company/Unit:

Office Phone: Office Phone:

Mobile Phone: Mobile Phone:

E-Mail: E-Mail:

Name: Name:

Title: Title:

Unit: Company/Unit:

Office Phone: Office Phone:

Mobile Phone: Mobile Phone:

E-Mail: E-Mail:

Project Manager II Senior Traffic Engineer

Project Management GM2 Associates, Inc.

401-563-4255 401-726-4084

Ryan.Davis@dot.ri.gov

401-209-8476 jskaarup@gm2inc.com

RIDOT / TMC 401-222-5826

PHONE E-MAILCOMPANY / UNIT

Task Description /

Responsibilities:

To be contacted 48 hours prior to the implementation of lane closures and detours.

Task Description /

Responsibilities:

Lane closure notification form must be filled out one week prior to starting operations.

TMP ROLES AND RESPONSIBILITIES

TMP Implementation Task Leaders

RIDOT / Communications 401-222-1362 https://ridot.wufoo.com/forms/z13wl86r0j3xc78/

To be contacted 48 hours prior to the implementation of lane closures and detours.

Task Description /

Responsibilities:

tmc_operations@dot.ri.gov

NAME / TITLE (if individual is named)

TMP Development Managers

TMP Implementation Managers

DESIGN CONSULTANTRIDOT PROJECT MANAGER

RIDOT CONSTRUCTION MANAGER

RIDOT Project Manager for the project and Design Consultant who is responsible for development of this TMP

CONTRACTOR

Other parties responsible for completing specific transportation management tasks required by this TMP

Ryan Davis Jon Skaarup, PE, PTOE

RIDOT Construction Manager and Contractor with the primary responsibility for implementation of this TMP

Task Description /

Responsibilities:

RIDOT / Customer Service CustomerService@dot.ri.gov401-222-2450

2026-CH-034 - L2 TMP.xlsx Page 2 of 17

Task Description /

Responsibilities:

Task Description /

Responsibilities:

Task Description /

Responsibilities:

Task Description /

Responsibilities:

Task Description /

Responsibilities:

Task Description /

Responsibilities:

Task Description /

Responsibilities:

Task Description /

Responsibilities:

Task Description /

Responsibilities:

COMPANY / UNIT PHONE

TMP Implementation Task Leaders (continued)

NAME / TITLE (if individual is named)

Task Description /

Responsibilities:

Task Description /

Responsibilities:

E-MAIL

Task Description /

Responsibilities:

2026-CH-034 - L2 TMP.xlsx Page 3 of 17

Role /

Notification/Consultation

Requirements:

Role /

Notification/Consultation

Requirements:

PHONE E-MAIL

TMP Stakeholder Contacts

Role /

Notification/Consultation

Requirements:

Role /

Notification/Consultation

Requirements:

Role /

Notification/Consultation

Requirements:

Role /

Notification/Consultation

Requirements:

TMP Stakeholders to be consulted or coordinated with during the work

NAME / TITLE (if individual is named)

Role /

Notification/Consultation

Requirements:

COMPANY / UNIT

Role /

Notification/Consultation

Requirements:

Role /

Notification/Consultation

Requirements:

Role /

Notification/Consultation

Requirements:

Role /

Notification/Consultation

Requirements:

Role /

Notification/Consultation

Requirements:

Role /

Notification/Consultation

Requirements:

Role /

Notification/Consultation

Requirements:

Role /

Notification/Consultation

Requirements:

2026-CH-034 - L2 TMP.xlsx Page 4 of 17

Special Details / Requirements:

Special Details / Requirements:

Emergency Service Contacts

Emergency service agencies/providers expected to be impacted by the project work zones

Special Details / Requirements:

NAME / TITLE (if individual is named) AGENCY / UNIT PHONE

Special Details / Requirements:

Special Details / Requirements:

Special Details / Requirements:

Special Details / Requirements:

Special Details / Requirements:

Special Details / Requirements:

Special Details / Requirements:

Special Details / Requirements:

Special Details / Requirements:

Special Details / Requirements:

Special Details / Requirements:

Special Details / Requirements:

E-MAIL

2026-CH-034 - L2 TMP.xlsx Page 5 of 17

The project involves 3.8 miles of roadway improvements on Putnam Pike (US-44) from Danecroft Ave to 400'

West of George Waterman Ave. Work to be completed includes roadway widening, milling and overlay, sidewalk improvements, curb ramp improvements, signal improvements and replacements, improvements to signing and striping, and drainage and stormwater improvements. The project does not include work on the I-

295 overpass bridges.

Danecroft Ave

WORK ZONE LOCATIONS

TOFROM

PROJECT INFORMATION

> Esmond Street

> Collins Avenue

Putnam Pike (US-44) from Danecroft Avenue to 300' West of George Waterman Avenue

The following signalized intersections are included within the limits:

Putnam Pike (US-44) @

> Commerce Street

> Stop & Shop Plaza/Carpionato Plaza

> Cedar Swamp Road

> Apple Valley Mall

> Village Plaza

General Work Limits

Brief Project Description

ROADWAY NAME or INTERSECTION

Putnam Pike 300' W George Waterman Ave

APPROX. LENGTH

3.8 miles

> The Crossings at Smithfield

2026-CH-034 - L2 TMP.xlsx Page 6 of 17

DETAILS / DATES / LOCATIONSACTIVITY

OTHER ACTIVITIES IN PROJECT VICINITY

WITH POTENTIAL FOR CAUSING SIGNIFICANT CUMULATIVE IMPACTS

General Project Schedule & Construction Sequence*

*The information in this section is not intended to and shall not supersede the approved schedule and milestone/completion dates for the project.

The project is scheduleted to advertise in July of 2026 with work expected to commence the following spring and last 2 full construction seasons.

There are no critical locations that require specific sequencing. Work near I-295 ramps will require short-term detours.

There are typical requirements for signal replacements relating to durations of switchover from existing signals to new ones.

Route 44 is heavily commercial and includes major retail within the project limits to the west of I-295 with limited proximity to residential areas.

Cedar Swamp Road is at the western limit and serves as a connector to residential neighborhoods and Smithfield Schools.

These will be impacted by construction work at the Putnam Pike/Cedar Swamp Road intersection.

The Smithfield Fire Department is located well west of the project limits and should be notified. There is no need for a a detour for emergency serivces.

To the east of I-295 the area is heavily residential and has fewer lanes. Johnston Fire Station No. 2 will be in the middle of the work areas but access will be maintained.

There is one pre-school in the work zone that will be affected by roadway and signal work at Collins Ave/Norris Ave. The nearest elementary school has ready access points and should not be affected by construction operations.

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Proximity of work has the potential to cause delays on I-295 ramps to/from Putnam Pike.

Traffic Data

Intersection Control

Local Community Issues and Concerns

Crash Data

Construction activities will cause delays in accessing shopping areas as Putnam Pike is heavily retail in nature.

TRAFFIC CONDITIONS PRIOR TO START OF WORK

See attached.

See attached.

2026-CH-034 - L2 TMP.xlsx Page 8 of 17

Anticipated Demands from Other Activities in Vicinity of Project

EXPECTED TRAFFIC CONDITIONS DURING THE WORK

Traffic Data

> RI Route 44 (Putnam Pike) @ Stop & Shop/Carpionato Plaza

> RI Route 44 (Putnam Pike) @ RI Route 5 (Sanderson Road/Cedar Swamp Road)

> RI Route 44 (Putnam Pike) @ Apple Valley Mall

> RI Route 44 (Putnam Pike) @ Village Plaza

> RI Route 44 (Putnam Pike) @ Smithfield Crossings

> RI Route 44 (Putnam Pike) @ Esmond Street

> RI Route 44 (Putnam Pike) @ Collins Street

Putnam Pike provides access to various shopping centers, access to I-295, Providence College and other schools, and the city of Providence.

Projected travel delays and queues have been estimated for all short-term closures listed in this TMP.

Public awareness campaigns should be implemented prior to and during each roadway closure to reduce peak hour traffic volumes by encouraging the use of alternate routes and adjusting commuting times.

Signalized intersections include:

> RI Route 44 (Putnam Pike) @ Commerce Street

2026-CH-034 - L2 TMP.xlsx Page 9 of 17

TRAFFIC-RELATED WORK RESTRICTIONS

Holiday Restrictions

General Restrictions

See Attachment A - General Restrictions Chart. Road closures, partial road closures, sidewalk closings, or any kind of road obstruction on local streets shall be coordinated with the Town DPW and Traffic Engineer, or other as necessary.

All full closures, splits, or shifts shall be scheduled to begin on Friday or Saturday night as determined by the TMP to allow motoring public time to adjust to new travel patterns while allowing RIDOT the opportunity to evaluate its success.

Construction work can commence on the Monday following the evaluation period.

Any unauthorized (i.e. without written approval from the RIDOT) restrictions of a travel lane or shoulder (even for short-term deliveries or access) or unauthorized durations in excess of the requirements listed in the General Restrictions Charts included as an attachment to the TMP shall be subject to penalties as specified in the Contract Documents.

Any exceptions to this Lane Closure/Lane Split Coordination Policy must be approved by the Senior Management of

Department.

New Year’s Day (if on weekend, the Holiday is recognized the Monday after) -- No lane closures on 13:00 New

Year’s Eve Day through 0:00 day after New Year’s (or the Monday if on a weekend)

Martin Luther King Day - No lane closures on the Holiday.

Memorial Day - No lane closures from 13:00 Friday Before to 00:00 Tuesday after the Holiday.

Juneteenth National Freedom Day - No lane closures on the Holiday (if the Holiday falls on the weekend the holiday is recognized on the Monday following the Holiday.)

Independence Day - No lane closures from 13:00 day before until 00:00 the day after the holiday.

Victory Day - No lane closures on the Holiday.

Labor Day - No lane closures from 13:00 day before until 00:00 the day after the holiday

Columbus Day - No lane closures on the holiday.

Veteran’s Day - No lane closures on the holiday.

Election Day (If its an Observed RI State Holiday) - No lane closures on the holiday.

Thanksgiving Day - No lane closures shall be performed by the contractor on Wednesday through Sunday of

Thanksgiving Week. Work can resume at 00:00 on Monday after the Holiday weekend.

Christmas Day (if on weekend, the Holiday is recognized the Monday after) - No lane closures from 13:00 on

Christmas Eve through 0:00 day after Christmas

2026-CH-034 - L2 TMP.xlsx Page 10 of 17

TMP

Plan

Set

TMP

Plan

Set

X

X

2-Side Lane Shift - Two Lane Road

Lane Shift - Limited Access

Lane Closure - Limited Access

Double Lane Closure - Limited Access

Lane Closure - Four Lane Road

Others (list) -

Shoulder Closure - Two Lane Road

Lane Closure - Two Lane Road

Maintenace and Protection Traffic Details 1 - 4

Detour Plans 1 & 2

Shoulder Closure - Limited Access

Work Beyond the Shoulder

Mobile Operation

RIDOT-DEVELOPED TYPICAL TTC PLANS

TEMPORARY TRAFFIC CONTROL PLANS

These RIDOT- and/or Designer-Developed TTC Plans will be used during the work on this project Included in:

DESIGNER-DEVELOPED TTC PLANS

Included in:

1-Side Lane Shift - Two Lane Road

2026-CH-034 - L2 TMP.xlsx Page 11 of 17

PUBLIC INFORMATION PLAN

These strategies will be used to provide information concerning the project to road users and the community

Road User Information Strategies

Highway advisory radio (HAR)

RIDOT 511 traveler information system

RIDOT TMC to include appropriate restriction information in 511 phone and web services.

RIDOT travel advisories web site

Public Awareness Strategies

Other press releases/media alerts

Communications to post appropriate information on RIDOT travel advisories web page.

RIDOT TMP Imp. Mngr. to send RIDOT notification form to Communications min. 48 hrs. in advance of restrictions.

Dedicated project web site

RESPONSIBILITIES / REQUIREMENTS / SPECIAL CONSIDERATIONSSELECTED STRATEGIES

Communications to include appropriate information in weekly news releases.

RIDOT travel advisories news releases

RIDOT TMP Imp. Mngr. to send RIDOT notification form to Communications min. 48 hrs. in advance of restrictions.

RIDOT TMP Imp. Mngr. to send RIDOT notification form to RIDOT TMC min. 48 hrs. in advance of restrictions.

RESPONSIBILITIES / REQUIREMENTS / SPECIAL CONSIDERATIONS

Changeable message signs (CMS)

SELECTED STRATEGIES

Consultation/coordination w/ stakeholders

RIDOT TMP Imp. Mngr. to send RIDOT notification form to Communications min. 5 working days in advance of restrictions. Communications to post appropriate information to the local media.

RIDOT to set-up and maintain dedicated web site to be set up and updated on a regular basis. The web site will include traffic and travel information, lane restrictions and corresponding times/dates, and any other pertinent information. It may include long term static information and/or real-time interactive information.

RIDOT TMP Imp. Mngr., on a weekly basis (or as needed), to coordinate/consult with the appropriate stakeholders during the work in order to keep them informed and to seek their input on knowledge of local/regional issues and/or improve inter-agency coordination and response to Work Zone issues.

HAR shall be updated to describe the ongoing and upcoming phases of construction with a description of construction activities (including duration) and impacts to traffic.

PCMS shall be used to inform motorists of roadwork activities and start dates, and any other info as determined on an as-needed basis.

2026-CH-034 - L2 TMP.xlsx Page 12 of 17

TRANSPORTATION OPERATIONS PLAN

These strategies will be used to provide improved transportation operations/safety within project work zones

SELECTED STRATEGIES RESPONSIBILITIES / REQUIREMENTS / SPECIAL CONSIDERATIONS

Traffic/Incident Management & Enforcement Strategies

SELECTED STRATEGIES RESPONSIBILITIES / REQUIREMENTS / SPECIAL CONSIDERATIONS

Work Zone Safety Management Strategies

SELECTED STRATEGIES RESPONSIBILITIES / REQUIREMENTS / SPECIAL CONSIDERATIONS

Corridor/Network Management Strategies incidents in and around the project work zones.

Incident/emergency response plan

SELECTED STRATEGIES RESPONSIBILITIES / REQUIREMENTS / SPECIAL CONSIDERATIONS

RIDOT TMC Operators, using existing CCTV cameras, will coordinate and manage traffic and

Variable work hours

Included in the "Incident Response Plan" shall be details on public/agency notifications, incident management, how the safety of motorists will be ensured, handling of hazardous waste, coordination with law enforcement and other appropriate agencies, traffic control, submission of incident reports, the establishment and maintenance of detour routes when needed for closure of the interstate and primary roads, emergency repairs, removal of debris, and evacuation response. The Contractor shall be responsible for all aspects of traffic control related to an incident, including, but not limited to, the entire detour route off the corridor(s) covered by this contract onto other state roads or non-state roads. The Contractor shall notify the RIDOT within 24 hours of all roadway closures exceeding one hour and re-openings, or major incidents upon occurrence. Incident management responsibilities shall commence with the start of contract time and shall continue for the duration of the contract.

Cooperative police enforcement Police and Flagpersons to be used according to RIDOT policy.

RIDOT to encourage variable work hours during key phases in construction as needed. Encouragement can be disseminated though various Public Awareness Strategies listed in this TMP.

RIDOT Transportation Management Center

2026-CH-034 - L2 TMP.xlsx Page 13 of 17

Project-Specific Performance Monitoring Strategies

General Monitoring Requirements

RESPONSIBILITIES / REQUIREMENTS / SPECIAL CONSIDERATIONS

PERFORMANCE MONITORING PLAN

SELECTED STRATEGIES

The Contractor's TMP Implementation Manager is responsible for keeping the portion of the project being used by public traffic in a condition that (1) safely and adequately accommodates such traffic and (2) is in accordance with the

Traffic-Related Work Restrictions, the Temporary Traffic Control Plans, and where appropriate, the other transportation management strategies identified above.

The RIDOT TMP Implementation Manager will meet with the Construction Management Chief, the State Traffic

Engineer, and the Traffic Management Chief on a regular basis to discuss and assess the impacts of the project work zones to date. At these meetings, attendees will discuss how well the TMP is managing the project impacts and will verify that all appropriate stakeholders and project officials have been receiving timely notifications where required.

Team meetings

The RIDOT TMP Implementation Manager or his/her responsible designee should (1) inspect the project work zones for conformance with the Temporary Traffic Control Plans, the ATSSA Quality Guidelines for Temporary Traffic Control

Devices and Features , and where applicable, the other transportation management strategies identified above and (2) document all work zone-related feedback and complaints that are received from the public.

2026-CH-034 - L2 TMP.xlsx Page 14 of 17

LIST OF ATTACHMENTS

Attachment A - General Restrictions Table

Attachment B - Traffic Count Data

CHANGE LOG

List all changes, additions, deletions made since last revision.

For multiple revisions, append to top of the list. Reverse chronological order.

2026-CH-034 - L2 TMP.xlsx Page 16 of 17

Attachment A to Level 2 TMP:

TRAFFIC RELATED WORK RESTRICTIONS/General Restrictions:

Location From To SUN MON TUES WED THURS FRI SAT

0:00 6:00 ALL 1L 1L 1L 1L 1L ALL

6:00 9:00 ALL ALL ALL ALL ALL ALL ALL

9:00 15:00 ALL 1L 1L 1L 1L 1L ALL

15:00 20:00 ALL ALL ALL ALL ALL ALL ALL

20:00 24:00 1L 1L 1L 1L 1L ALL ALL

0:00 6:00 ALL 1L-ALT 1L-ALT 1L-ALT 1L-ALT 1L-ALT ALL

6:00 9:00 ALL ALL ALL ALL ALL ALL ALL

9:00 15:00 ALL 1L 1L 1L 1L 1L ALL

15:00 20:00 ALL ALL ALL ALL ALL ALL ALL

20:00 24:00 1L-ALT 1L-ALT 1L-ALT 1L-ALT 1L-ALT ALL ALL

0:00 6:00 ALL 1L-ALT 1L-ALT 1L-ALT 1L-ALT 1L-ALT ALL

6:00 9:00 ALL ALL ALL ALL ALL ALL ALL

9:00 15:00 ALL 1L 1L 1L 1L 1L ALL

15:00 20:00 ALL ALL ALL ALL ALL ALL ALL

20:00 24:00 1L-ALT 1L-ALT 1L-ALT 1L-ALT 1L-ALT ALL ALL

0:00 6:00 ALL 1L 1L 1L 1L 1L ALL

6:00 9:00 ALL ALL ALL ALL ALL ALL ALL

9:00 15:00 ALL 1L 1L 1L 1L 1L ALL

15:00 20:00 ALL ALL ALL ALL ALL ALL ALL

20:00 24:00 1L 1L 1L 1L 1L ALL ALL

0:00 6:00 ALL 1L 1L 1L 1L 1L ALL

6:00 9:00 ALL ALL ALL ALL ALL ALL ALL

9:00 15:00 ALL 1L 1L 1L 1L 1L ALL

15:00 20:00 ALL ALL ALL ALL ALL ALL ALL

20:00 24:00 1L 1L 1L 1L 1L ALL ALL

0:00 6:00 ALL DETOUR

DETOUR

DETOUR

DETOUR

DETOUR

5 ALL

6:00 9:00 ALL ALL ALL ALL ALL ALL ALL

9:00 15:00 ALL ALL ALL ALL ALL ALL ALL

15:00 20:00 ALL ALL ALL ALL ALL ALL ALL

20:00 24:00 DETOUR

DETOUR

DETOUR

DETOUR

DETOUR

5 ALL ALL

LEGEND

ALL All travel lanes and shoulders shall remain open to traffic.

1L A minimum of one 11-foot wide travel lane in each direction shall remain open to traffic.

1L-ALT A minimum of one 11-foot wide travel lane in each direction shall remain open to alternating traffic.

DETOUR

5 All traffic to be detoured as shown on the plans. Left lane closure on Route 44 westbound required.

Putnam Pike (US 44)

200' E of Esmond St to 700' E of Esmond St

250' W of Hebdeen St to 300' W of George

Waterman Rd

[2 LANE SECTION]

MINIMUM NUMBER OF LANES & SHOULDERS TO REMAIN OPEN TO TRAFFIC

1,2,3,4

Time of Day Day of Week

Putnam Pike (US 44)

Danecroft Ave to 200' E of Esmond Street

[4+ LANE SECTION]

Putnam Pike (US 44)

700' E of Esmond St to 250' W of Hebdeen St

[3 LANE SECTION]

Closures for I-295 Ramps (I-295 S to US-44 W) & (US-44 W to I-295 N) must be coordinated at least one (1) week before closures occur with Samuel Hawkes at Samuel.Hawkes@dot.ri.gov, (401)563-4582 for overweight vehicle coordination.

Access to and egress from all businesses within the Project work zones shall be maintained at all times unless otherwise noted or shown on the plans.

When the detour is implemented the left lane of Route 44 westbound shall be closed across the bridge as noted on the Detour Plans.

Side Streets - State Owned

(Sanderson Road, Dean Avenue and George

Waterman Road)

Side Streets - Locally Owned

(ALL OTHER SIDE STREETS)

I-295 Ramps

(I-295 S to US-44 W) & (US-44 E to I-295 S)

(US-44 W to I-295 N) & (I-295 N to US-44 E)

(PAVING OPERATIONS ONLY)

The set-up and break-down of temporary traffic control devices within a traveled way shall be construed as a closure of that traveled way.

The provisions noted herein shall not free the Contractor from his responsibility to conduct all work in such a manner that assures the least possible obstruction to traffic.

Access to and egress from all ramps within the Project work zones shall be maintained at all times unless otherwise noted or shown on the plans.

Smithfield, RI Client: Engineer: Site Code: Date: PDI Job # City, State:

GM2 R. Conca 2024EH010.W01 Wed 5/21/25 250453

Location Map: 250453 Smithfield, RI Precision Data Industries, LLC 157 Washington Street, Suite 2, Hudson, MA 01749 ph: 508-875-0100 email: datarequests@pdillc.com

B C D

E

F

(6) 6am-7pm TMCs

(6) VCUs

A

ATTACHMENT B - TRAFFIC COUNT DATA

Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total Right Thru Left U-Turn Total

0 1 1 0 2 3 57 1 0 61 1 0 0 0 1 0 103 0 0 103 167

1 0 0 0 1 2 55 0 0 57 2 0 0 0 2 1 128 0 0 129 189

0 0 0 0 0 1 91 2 0 94 2 0 0 0 2 0 171 0 0 171 267

1 0 0 0 1 6 124 2 1 133 0 0 0 0 0 3 192 1 0 196 330

2 1 1 0 4 12 327 5 1 345 5 0 0 0 5 4 594 1 0 599 953

3 0 5 0 8 5 126 0 0 131 0 0 2 0 2 9 217 8 0 234 375

2 1 5 0 8 7 128 5 0 140 2 0 4 0 6 9 207 1 0 217 371

3 0 3 0 6 4 118 2 0 124 3 1 6 0 10 8 224 4 0 236 376

3 1 5 0 9 10 178 1 0 189 7 0 2 0 9 13 232 3 0 248 455

11 2 18 0 31 26 550 8 0 584 12 1 14 0 27 39 880 16 0 935 1577

3 2 0 0 5 7 159 2 0 168 6 0 3 0 9 10 193 4 0 207 389

4 0 4 0 8 10 167 1 0 178 2 1 8 0 11 7 202 4 0 213 410

6 1 8 0 15 3 145 3 0 151 4 0 9 0 13 13 199 5 0 217 396

4 1 6 0 11 11 160 5 1 177 13 0 3 0 16 10 181 3 0 194 398

17 4 18 0 39 31 631 11 1 674 25 1 23 0 49 40 775 16 0 831 1593

2 0 12 0 14 3 127 5 0 135 10 0 11 0 21 9 152 5 0 166 336

5 0 9 0 14 7 144 9 0 160 8 0 6 0 14 16 171 5 0 192 380

6 0 11 0 17 8 171 5 0 184 12 0 15 0 27 16 179 6 0 201 429

1 0 5 0 6 7 147 12 0 166 16 0 8 0 24 13 126 1 0 140 336

14 0 37 0 51 25 589 31 0 645 46 0 40 0 86 54 628 17 0 699 1481

6 1 8 0 15 12 163 1 0 176 14 1 9 0 24 20 155 5 0 180 395

5 5 10 0 20 7 140 4 0 151 15 0 8 0 23 13 163 5 0 181 375

4 2 12 0 18 6 178 14 0 198 17 1 8 0 26 21 165 2 0 188 430

6 4 18 0 28 14 150 11 0 175 19 2 20 0 41 9 155 5 0 169 413

21 12 48 0 81 39 631 30 0 700 65 4 45 0 114 63 638 17 0 718 1613

6 0 7 0 13 13 170 8 1 192 21 1 16 0 38 23 158 5 0 186 429

10 0 14 0 24 21 159 7 0 187 25 0 12 0 37 22 167 8 0 197 445

10 1 19 0 30 14 193 14 0 221 21 0 23 0 44 20 150 14 0 184 479

13 2 8 0 23 27 183 14 0 224 26 1 13 0 40 18 181 12 0 211 498

39 3 48 0 90 75 705 43 1 824 93 2 64 0 159 83 656 39 0 778 1851

21 5 18 0 44 28 169 7 0 204 22 4 20 0 46 16 169 13 0 198 492

15 1 20 0 36 32 180 15 0 227 19 4 10 0 33 19 160 15 0 194 490

21 1 28 0 50 26 184 15 0 225 23 2 28 0 53 8 134 11 0 153 481

22 1 26 0 49 35 201 12 0 248 9 3 21 0 33 20 158 14 0 192 522

79 8 92 0 179 121 734 49 0 904 73 13 79 0 165 63 621 53 0 737 1985

27 1 27 0 55 13 184 17 0 214 16 2 21 0 39 21 167 14 0 202 510

19 2 23 0 44 29 216 23 0 268 22 1 19 0 42 18 165 5 0 188 542

14 3 23 0 40 12 161 11 0 184 26 1 19 1 47 21 149 5 0 175 446

7 2 15 0 24 16 213 8 0 237 23 1 14 0 38 16 189 4 0 209 508

67 8 88 0 163 70 774 59 0 903 87 5 73 1 166 76 670 28 0 774 2006

15 3 19 0 37 22 185 15 0 222 22 2 14 0 38 15 138 3 0 156 453

15 2 21 0 38 17 232 15 0 264 18 1 24 0 43 20 162 11 0 193 538

12 3 18 0 33 23 244 7 0 274 20 2 19 0 41 12 218 4 0 234 582

10 4 18 0 32 12 232 16 0 260 25 0 18 0 43 14 165 14 0 193 528

52 12 76 0 140 74 893 53 0 1020 85 5 75 0 165 61 683 32 0 776 2101

14 1 8 0 23 15 263 12 0 290 25 2 25 0 52 20 189 12 0 221 586

16 4 26 0 46 16 252 19 0 287 15 2 25 0 42 17 154 7 0 178 553

14 2 9 0 25 16 273 17 0 306 27 2 20 0 49 14 161 5 0 180 560

11 2 10 0 23 17 238 19 0 274 27 2 23 0 52 21 167 2 0 190 539

55 9 53 0 117 64 1026 67 0 1157 94 8 93 0 195 72 671 26 0 769 2238

4 1 18 0 23 24 254 13 0 291 30 1 19 0 50 17 177 5 0 199 563

19 2 18 0 39 14 268 19 0 301 29 4 33 0 66 21 151 14 0 186 592

11 1 22 0 34 26 244 19 0 289 26 2 27 0 55 29 194 5 0 228 606

17 2 11 0 30 24 254 16 1 295 20 2 34 0 56 15 180 8 0 203 584

51 6 69 0 126 88 1020 67 1 1176 105 9 113 0 227 82 702 32 0 816 2345

22 0 16 0 38 23 265 16 0 304 32 2 25 0 59 16 174 11 0 201 602

22 3 29 0 54 28 231 12 0 271 20 1 16 0 37 15 162 11 0 188 550

12 2 19 0 33 22 288 13 0 323 19 1 21 0 41 19 160 6 0 185 582

22 2 12 0 36 19 230 19 0 268 22 2 22 0 46 14 153 6 0 173 523

78 7 76 0 161 92 1014 60 0 1166 93 6 84 0 183 64 649 34 0 747 2257

14 1 19 0 34 21 241 13 0 275 21 2 17 0 40 13 140 14 0 167 516

14 0 16 0 30 18 177 9 0 204 17 1 22 0 40 14 135 9 0 158 432

12 3 18 0 33 14 173 15 0 202 18 0 16 0 34 15 148 8 0 171 440

12 1 18 0 31 22 126 11 0 159 18 2 21 0 41 13 133 3 0 149 380

52 5 71 0 128 75 717 48 0 840 74 5 76 0 155 55 556 34 0 645 1768

538 77 695 0 1310 792 9611 531 4 10938 857 59 779 1…