C007139 - Division 2 and 3 FY27 MandR Pavement Program Specifications (HPB and Bonnett Creek).pdf

CENTRAL FLORIDA TOURISM

OVERSIGHT DISTRICT (CFTOD)

FY 2027

MILLING & RESURFACING

PAVEMENT PROGRAM

Division 2 & 3 Specifications

Owner: Central Florida Tourism Oversight District

1920 East Buena Vista Dr, Suite A

Lake Buena Vista, FL 32830

APPROVED BY:

THIS DOCUMENT HAS BEEN DIGITALLY SIGNED

AND SEALED BY

PRINTED COPIES OF THIS DOCUMENT ARE NOT

CONSIDERED SIGNED AND SEALED. THE SIGNATURE

MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

KISINGER CAMPO & ASSOCIATES CORP.

111 N. MAGNOLIA AVENUE, SUITE 1050

ORLANDO, FL. 32801

PH: 407-426-7307

AMANDA L. BRIGHAM, P.E. NO. 95965

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE FOLLOWING

SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.

Specification Package

CENTRAL FLORIDA TOURISM OVERSIGHT DISTRICT (CFTOD)

FY 2027 MILLING & RESURFACING PAVEMENT PROGRAM

DIVISION 2 & 3 SPECIFICATIONS

Table of Contents

Section 1. Roadway Specifications

1) FDOT Specification Reference and Modifications

2) Specification for Asphalt Pavement-CFTOD 334

3) Specification for Portland Cement Concrete Sidewalk and Driveway - CFTOD 528

FY 2027 MILLING & RESURFACING PAVEMENT PROGRAM Roadway Specifications

Specifications

MILLING & RESURFACING

PAVEMENT PROGRAM

Division 2 & 3 Specifications

SECTION 1

ROADWAY SPECIFICATIONS

CENTRAL FLORIDA TOURISM OVERSIGHT DISTRICT (CFTOD)

FY 2027 MILLING & RESURFACING PAVEMENT PROGRAM

FDOT Specification Reference and Modifications

The FDOT Standard Specifications for Road and Bridge Construction, FY 2026-27 Division II Construction

Details and Division III Materials are hereby incorporated into the Division 2 and 3 Specifications with the following additions, deletions and clarifications listed below. All work required by these specifications shall be included in the price and format required by the Owner's Representative. The following definitions shall be used in association with this project:

1) Department - CFTOD Planning and Engineering

2) Engineer - Owner’s Representative as defined in the General Conditions.

3) Engineer of Record – Amanda L. Brigham, Kisinger Campo and Associates Corp.

Deleted/Added/Modified FDOT Specifications for CFTOD Projects:

Mobilization

1.101-1 Description

2. 101.1.1 Job Site Photos and Videos

Maintenance of Traffic

3. 102-1 Description

4. 102-2.4 Temporary Pavements

5. 102-3.2 Worksite Traffic Supervisor

6. 102-5.5 Access for Residences and Businesses

7. 102-13.11 Temporary Crash Cushion (Redirective or Gating)

Prevention, Control, and Abatement of Erosion and

Water Pollution

8. 104-5 Preconstruction Requirements

Contractor Quality Control General Requirements:

9. 105 The Entire Section

Stabilizing

10. 160-4.1.4 Quality Assurance Testing

11. 160-4.1.4.1 Modified Proctor Maximum Density

Determination

12. 160-4.1.4.3 Bearing Value Requirements

13. 160-4.1.4.3.1 Under-tolerances in Bearing Value

Requirements

14. 160-4.2 Mixing Depth Requirements

15. 160-4.3.1 General

16. 160-4.4.1 Frequency

17. 160-5 Method of Measurement

18. 160-6 Basis of Payment

Rock Base

19. 200-5.2 Number of Courses

20. 200-7.2 Acceptance Criteria

21. 200-7.2.1 Density

22. 200-7.2.2 Frequency

23. 200-7.3.1 Quality Assurance Testing

24. 200-7.3.1.1 Modified Proctor Maximum Density

Requirement

25. 200-7.3.1.2 Depth and Surface Testing

Requirements

26. 200-7.3.1.3 Surface & Thickness Reduced

Testing Frequency

27. 200-7.3.2: Department Verification Tests

28. 200-7.3.2.1 Maximum Density

29. 200-7.3.2.2 Thickness and Surface Testing

Requirements

30. 200-7.4 Verification Comparison Criteria and

Resolution Procedures

31. 200-7.4.1 Modified Proctor Maximum Density

32. 200-7.4.2 Pit Proctor

33. 200-7.4.3 Density

34. 200-7.4.4 Thickness and Surface Testing

Requirements

35. 200-9: Calculations for Average Thickness of

Base

Milling of Existing Asphalt Pavement

36. 327-3.1 General

37. 327-4 Milled Surface

Hot Mix Asphalt-General Construction Requirements

38. 330 HOT Mix Asphalt-General Construction

Requirements

Superpave Asphalt Concrete

39. 334 Superpave Asphalt Concrete

Asphalt Rubber Binder

40. 336 Asphalt Rubber Binder

Asphalt Concrete Friction Course

41. 337 Asphalt Concrete Friction Course

Concrete Gutter, Curb Elements, and Traffic

Separators

42. 520-4 Excavation

43. 520-6.1 Contraction Joints

44. 520-7.1 Repair of Minor Defects

45. 520-8.1 General

Concrete Sidewalk and Driveways

46. 522 Concrete Sidewalk and Driveways

Patterned Pavement

47. 523-1 Description

48. 523-2 Materials

49. 523-3 Construction Requirements

50. 523-4 Method of Measurement

51. 523-5 Basis of Payment

Detectable Warnings

52. 527-2.1.1 Preformed Materials

53. 527-2.1.2 Field-Formed Materials

Guardrail

54. 536 Guardrail

Performance Turf

55. 570-2 Materials

56. 570-3.2 Seeding

57. 570-3.3 Sod

58. 570-3.6 Watering

59. 570-3.7 Fertilizing

60. 570-4 Turf Establishment

61. 570-6 Disputes Resolution

62. 570-7 Failure to Perform

SECTION 101: MOBILIZATION

101-1 Description: Modified

Perform preparatory work and operations in mobilizing for beginning work on the project, including, but not limited to, those operations necessary for the movement of personnel, equipment, supplies, and incidentals to the project site and for the establishment of temporary offices, buildings, safety equipment and first aid supplies, and sanitary and other facilities. Include the costs of bonds and any required insurance and any other preconstruction expense necessary for the start of the work, excluding the cost of construction materials.

The cost of all subsurface investigation, pre-bid site investigations, or other research associated with subsurface conditions shall be included in the price to the Owner's Representative. Within 14 calendar days after notice to proceed, the contractor shall stake the roadway alignments at 100' intervals and at project limit breaks with stationing shown on the stakes. The stakes are to be maintained throughout the life of the project.

101-1.1 Job Site Photos and Videos: Added: Contractor shall submit aerial photographic prints monthly with progress payment requests. The first set of aerial photographic prints must be taken prior to any clearing and grubbing. The aerial photographs shall be color and at least 11" by 14" in size. Exposures shall be made at 10 per mile minimum plus one exposure for each off site pond construction. Owner's Representative will approve all views. Contractor shall submit a quality video documenting before and after construction field conditions for the entire project. Project Manager will approve all views. The contractor shall also submit 1 set of 11" by 14" showing after construction status. The rest of the monthly job site progress photos shall be presented on disk.

Payment for these items shall be included under this pay item.

SECTION 102: MAINTENANCE OF TRAFFIC

102-1 Description: Modified

Maintain traffic within the limits of the project for the duration of the construction period, including any temporary suspensions of the work. Construct and maintain detours. Provide facilities for access to residences, businesses, etc., along the project. Furnish, install and maintain traffic control and safety devices during construction. Furnish and install work zone pavement markings for maintenance of traffic (MOT) in construction areas. Provide any other special requirements for safe and expeditious movement of traffic specified in the Plans. MOT includes all facilities, devices and operations as required for safety and convenience of the public within the work zone.

Do not maintain traffic over those portions of the project where no work is to be accomplished or where construction operations will not affect existing roads. Do not obstruct or create a hazard to any traffic during the performance of the work, and repair any damage to existing pavement open to traffic.

Existing traffic signs shall remain in place or be relocated as needed by the Contractor until the new signs are installed. The existing signs shall be removed by the Contractor and disposed of in a proper manner. The

Contractor shall advise CFTOD and provide his own Maintenance of Traffic Plan for approval as specified in

102-4 (Alternative Traffic Control Plan) or follow the plan designed as part of the construction plans. The

Maintenance of Traffic plan shall be approved prior to beginning construction.

The Contractor shall be aware that there may be construction operations and maintenance of traffic for other projects affecting this project. The contractor shall coordinate all construction with those contractors and shall adjust the schedules of construction for the work in the area of these projects as may be necessary. Cost for this coordination and scheduling of work shall be included in the unit prices for all work.

102-2.4 Temporary Pavement: Added: All temporary pavements, if not specified in the plans, will be a minimum of 6" RAP material base and 1.5" of HMA FC 9.5.

102-3.2 Worksite Traffic Supervisor: Modified: Provide a Worksite Traffic Supervisor who is responsible for initiating, installing, and maintaining all temporary traffic control devices as described in this Section and the

Contract Documents. Provide all equipment and materials needed to set up, take down, maintain traffic control, and handle traffic-related situations. Use approved alternate Worksite Traffic Supervisors when necessary.

Contractor shall maintain FDOT certified personnel in charge of the maintenance of traffic for the duration of the agreement.

The Worksite Traffic Supervisor must meet the personnel qualifications specified in Section 105.

The Worksite Traffic Supervisor is to perform the following duties:

1. On site direction of all temporary traffic control on the project.

2. Is on site during all set up and take down, and performs a drive through inspection immediately after set up.

3. Is on site during all nighttime operations ensuring proper temporary traffic control.

4. Immediately corrects all safety deficiencies and corrects minor deficiencies that are not immediate safety hazards within 24 hours.

5. Is available on a 24 hour per day basis and present at the site within 45 minutes after notification of an emergency situation and is prepared to respond to maintain temporary traffic control or to provide alternate traffic arrangements.

6. Conducts daily daytime and weekly nighttime inspections of projects with predominately daytime work activities, and daily nighttime and weekly daytime inspections of projects with predominantly nighttime work activities of all traffic control devices, traffic flow, pedestrian, bicyclist, and business accommodations.

Advise the project personnel of the schedule of these inspections and give them the opportunity to join in the inspection as deemed necessary. Pedestrians are to be accommodated with a safe, accessible travel path around work sites separated from mainline traffic in compliance with the Americans with Disabilities Act (ADA)

Standards for Transportation Facilities. Maintain existing or detour bicycle facilities satisfactorily throughout the project limits. Existing businesses in work areas are to be provided with adequate entrances for vehicular and pedestrian traffic during business hours.

The Department may disqualify and remove from the project a Worksite Traffic Supervisor who fails to comply with the provisions of this Section. The Department may temporarily suspend all activities, except traffic, erosion control and such other activities that are necessary for project maintenance and safety, for failure to comply with these provisions.

102-5.5 Access for Residences and Businesses: Modified: Provide continuous access to all residences and all places of business. The Contractor shall maintain access for all traffic at all times. If during construction access for traffic is changed, then the Contractor shall notify the owner(s), in writing for review and approval, a minimum of ten working days in advance.

102-13.11 Temporary Crash Cushion (Redirective or Gating): Modified: Price and payment will be full compensation for furnishing, installing, maintaining (including restoring or replacing damaged) and subsequently removing such crash cushions. Additional MOT required for the repair of the crash cushion will be paid for under the appropriate MOT pay item. On lump sum projects, additional MOT required for the repair of the crash cushion will be paid for based on the weighted average unit price in the Six Month Moving

Statewide Averages report for the temporary traffic control devices deployed. The report for the six months prior to the letting of this Contract will be used.

SECTION 104: PREVENTION, CONTROL, AND ABATEMENT OF EROSION AND WATER

POLLUTION.

104-5 Preconstruction Requirements: Modified:

The Contractor shall perform all work in accordance with all requirements and conditions of the permits included in the bid specifications, including those of the South Florida Water Management District

(Environmental Resource Permit). Prior to the Preconstruction Conference, submit to the Department an

Erosion Control Plan meeting the requirements or special conditions of all permits authorizing project construction. If no permits are required or the approved permits do not contain special conditions or specifically address erosion and water pollution, the project Erosion Control Plan will be governed by 7-1.1, 7-2.2, 7-8.1, 7-

8.2, and Section 104.

When a DEP generic permit is issued, the Contractor’s Erosion Control Plan shall be prepared to accompany the

Department’s Stormwater Pollution Prevention Plan (SWPPP). Ensure the Erosion Control Plan includes procedures to control off-site tracking of soil by vehicles and construction equipment and a procedure for cleanup and reporting of non-storm water discharges, such as contaminated groundwater or accidental spills. Do not begin any soil disturbing activities until Department approval of the Contractor’s Erosion Control Plan, including required signed certification statements have been submitted to the Department.

Failure to sign and submit any required documents or certification statements will be considered a default of the

Contract. Any soil disturbing activities performed without the required signed documents or certification statements may be considered a violation of the DEP Generic Permit.

When the SWPPP is required, prepare the Erosion Control Plan in accordance with the planned sequence of operations and present in a format acceptable to the Department. The Erosion Control Plan shall describe, but not be limited to, the following items or activities:

1. For each phase of construction operations or activities, supply the following information:

a. Locations of all erosion control devices

b. Types of all erosion control devices

c. Estimated time erosion control devices will be in operation

d. Monitoring schedules for maintenance of erosion control devices

e. Methods of maintaining erosion control devices

f. Containment or removal methods for pollutants or hazardous wastes

2. The name and telephone number of the person responsible for monitoring and maintaining the erosion control devices.

3. Submit for approval the Erosion Control Plans meeting paragraphs 3a, 3b, or 3c below:

a. Projects permitted by the Southwest Florida Water Management District (SWFWMD), require the following: Submit the Erosion Control Plan to the Engineer for review and to the appropriate

SWFWMD Office for review and approval. Include the SWFWMD permit number on all submitted data or correspondence. The Contractor may schedule a meeting with the appropriate

SWFWMD Office to discuss his Erosion Control Plan in detail, to expedite the review and approval process. Advise the Engineer of the time and place of any meetings scheduled with

SWFWMD. Do not begin construction activities until the Erosion Control Plan receives written approval from both SWFWMD and the Engineer.

b. Projects permitted by the South Florida Water Management District or the St. Johns River Water

Management District, require the following: Obtain the Engineer’s approval of the Erosion Control

Plan. Do not begin construction activities until the Erosion Control Plan receives written approval from the Engineer.

c. Projects authorized by permitting agencies other than the Water Management Districts or projects for which no permits are required require the following: The Engineer will review and approve the

Contractor’s Erosion Control Plan. Do not begin construction activities until the Erosion Control

Plan receives written approval from the Engineer. Comply with the approved Erosion Control

Plan.

SECTION 105 CONTRACTOR QUALITY CONTROL GENERAL REQUIREMENTS:

Has been deleted and replaced with the following:

105-1 General

105-1.1 Quality Control Documentation:

105-1.1.1 Submission of Materials Certification and Reporting Test Results: Provide certifications prior to placement of materials. Report test results at completion of the test and meet the requirements of the applicable

Specifications.

105-1.1.2 Database: N/A

105-1.1.3 Worksheets: N/A

105-1.2 Inspections to Assure Compliance with Acceptance Criteria

105-1.2.1 General: CFTOD is not obligated to make an inspection of materials at the source of supply, manufacture, or fabrication. Provide the Engineer with unrestricted entry at all times to such parts of the facilities that concern the manufacture, fabrication, or production of the ordered materials. Bear all costs incurred in determining whether the material meets the requirements of these Specifications.

105-1.2.2 Quality Control Inspection: Refer to Specification 01455 for testing requirements.

105-1.2.3 Notification of Placing Order: Order materials sufficiently in advance of their incorporation in the work to allow time for sampling, testing and inspection. Notify the Engineer, prior to placing orders for materials. Submit to the Engineer a fabrication schedule for all items requiring commercial inspection, before or at the preconstruction meeting. These items include, but are not limited to steel bridge components, overhead cantilevered sign supports with cantilevered arms exceeding 41 feet, moveable bridge components or any other item identified as an item requiring commercial inspection in the Contract Documents.

Notify the Engineer at least 30 days before beginning any production and include a production schedule.

105-2 Additional Requirements for Lump Sum Projects:

Prepare and submit to the Engineer a project-specific list of material items and quantities specified as unit price items in the Bid Form as a Bid Item Schedule 21 calendar days prior to commencement of construction. Provide up-to-date quantities for the items on the Bid Item Schedule to the Engineer with each monthly progress estimate. CFTOD may not authorize payment of any progress estimate not accompanied by updated Bid Item

Schedule quantities. Maintain the Bid Item Schedule throughout the project including the quantity placed since the previous submittal, and total to date quantity and any additional materials placed. Do not commence work activities that require testing until the Bid Item Schedule has been reviewed and accepted by the Engineer. At final acceptance, submit a Final Bid Item Schedule that includes all materials used on the project in the same format as the monthly reports.

105-3 Quality Control Program

105-3.1 General: Certain operations require personnel with specific qualifications. Certain materials require production under an approved Quality Control (QC) Plan to ensure that these materials meet the requirements of the Contract Documents. Applicable materials include hot mix asphalt, Portland cement concrete (Structural), cementitious materials, timber, steel and miscellaneous metals, galvanized metal products, prestressed and/or precast concrete products and drainage products. For all applicable materials included in the Contract, submit

QC Plan prepared in accordance with the requirements of this Section to the Engineer for review and approval.

Do not incorporate any of these materials into the project prior to the Engineer's approval of the QC Plan. Steel and Miscellaneous Metal products, including aluminum, are defined as the metal components of bridges, including pedestrian and moveable bridges, overhead and cantilevered sign supports, ladders and platforms, bearings, end wall grates, roadway gratings, drainage items, expansion joints, roadway decking, shear connectors, handrails, galvanized products, fencing, guardrail, light poles, high mast light poles, standard mast arm assemblies and Monotube assemblies, stay in-place forms, casing pipe, strain poles, fasteners, connectors and other hardware.

When accreditation or certification is required, make supporting documents from the two previous inspections performed by the accrediting or certifying agency available to CFTOD upon request.

Obtain approval prior to beginning production. Meet and maintain the approved Quality Control Program requirements at all times. Production and construction of these products without CFTOD’s prior approval of a

Quality Control Program may result in rejection of the products. Continued approval will be subject to satisfactory results from CFTOD evaluations, including the Independent Assurance program. In cases of noncompliance with the approved Quality Control Program, identify all affected material and do not incorporate or supply to the project. The following conditions may result in suspension of a Quality Control Program:

A. Failure to timely supply information required.

B. Repeated failure of material to meet Standard Specification requirements.

C. Failure to take immediate corrective action relative to deficiencies in the performance of the Quality

Control Program.

D. Certifying materials that are not produced under an approved Quality Control Program for use on

CFTOD projects.

E. Failure to correct any deficiencies related to any requirement of the Quality Control Program, having received notice from CFTOD, within the amount of time defined in the notice.

105-3.2 Compliance with the Materials Manual:

Producers of Flexible Pipe shall meet the requirements of Section 6.1, Volume II of the FDOT's Materials

Manual, which may be viewed at the following URL:

https://www.fdot.gov/programmanagement/Implemented/URLinSpecs/Section61V2.shtm

Producers of Pre-cast Concrete Pipe shall meet the requirements of Section 6.2, Volume II of the FDOT's

Materials Manual, which may be viewed at the following URL:

https://www.fdot.gov/programmanagement/Implemented/URLinSpecs/Section62V2.shtm

Producers of Pre-cast Concrete Drainage Structures shall meet the requirements of Section 6.3, Volume II of the

FDOT's Materials Manual, which may be viewed at the following URL:

https://www.fdot.gov/programmanagement/Implemented/URLinSpecs/Section63V2.shtm

Producers of Pre cast/Pre stressed Concrete Products shall meet the requirements of Sections 8.1 and 8.3 of the

FDOT's Materials Manual, which may be viewed at the following URLs:

8.1: https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/administration/resources/library/publications/materialsmanual/documents/v1-section81-clean-pdf.pdf?sfvrsn=2c108131_2

8.3: https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/administration/resources/library/publications/materialsmanual/documents/v1-section83-clean.pdf?sfvrsn=692af8fc_4

Producers of Pre cast Pre stressed Concrete Products using Self Consolidating Concrete shall meet the requirements of Section 8.4, Volume II of the FDOT's Materials Manual, which may be viewed at the following

URL:

https://www.fdot.gov/programmanagement/Implemented/URLinSpecs/Section84V2.shtm

Producers of Incidental Pre cast/Pre stressed Concrete Products shall meet the requirements of Section 8.2, Volume II of the FDOT's Materials Manual, which may be viewed at the following URL:

https://www.fdot.gov/programmanagement/Implemented/URLinSpecs/Section82V2.shtm

Producers of Portland Cement Concrete shall meet the requirements of Section 9.2, Volume II of the FDOT's

Materials Manual, which may be viewed at the following URL:

https://www.fdot.gov/programmanagement/Implemented/URLinSpecs/Section92V2.shtm

Producers of Structural Steel and Miscellaneous Metal Components shall meet the requirements of Sections

11.1 and 11.2 of the FDOT's Materials Manual, which may be viewed at the following URLs:

11.1: https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/administration/resources/library/publications/materialsmanual/documents/v1-section111-clean.pdf?sfvrsn=909e4f0e_2

11.2: https://www.fdot.gov/programmanagement/Implemented/URLinSpecs/Section112V2.shtm

105-3.3 Hot Mix Asphalt, Portland Cement Concrete (Structural), Earthwork, Cementitious Materials, Timber, Steel and Miscellaneous Metals, Galvanized Metal Products, Prestressed and/or Precast

Concrete Products and Drainage Products Quality Control Program: Have an accepted Quality Control

Program, developed in accordance with this Section and all applicable technical specifications, during the production of materials.

105-3.4 Prestressed Concrete Quality Control Program: Ensure that pre stressed concrete plants participating in this project are qualified. Obtaining qualification will require a current Pre cast/Pre stressed

Concrete Institute (PCI) certification and an approved Quality Control Plan, developed in accordance with this

Section.

105-3.5 Steel and Miscellaneous Metals Quality Control Program: Ensure that the fabricators of Steel and miscellaneous metal products participating in the CFTOD’s Quality Control Acceptance Program are qualified.

Obtaining qualification requires an accepted Quality Control Plan, developed in accordance with this Section. A current American Institute for Steel Construction (AISC) certification is a requirement for the Quality Control

Acceptance Program of the steel and miscellaneous metal fabricators, provided that AISC certification program is available for the category of the fabrication products.

105-3.6 Producers Quality Control Plan Submittal: The producers shall submit their proposed Quality

Control Plans to the Engineer for review and acceptance. For producers of Portland cement concrete

(Structural), which do not have an FDOT approved Quality Control Plan, submit a proposed Quality Control

Plan, following the guidelines set forth in this section, to CFTOD for review and acceptance.

105-3.7 Quality Control Plan Review and Acceptance: CFTOD will respond to the producer within 21 calendar days of receipt of the proposed Quality Control Program. CFTOD may perform evaluation activities to verify compliance with submitted documents prior to acceptance.

If the Quality Control Program must be revised for any reason, including non-compliance, submit the revision to CFTOD. CFTOD will respond to the producer within 7 calendar days of receipt of the revised Quality

Control Program.

105-3.8 Contractor's Quality Control Plan: Have an approved Quality Control Plan meeting the requirements of this Section for the transportation, storage, placement, and other related construction operations required by the Contract Documents.

105-4 Contractor Certification of Compliance:

Provide the Engineer with a notarized monthly certification of compliance with the requirements of this Section, to accompany each progress estimate, on a form provided by the Engineer. CFTOD may not authorize payment of any progress estimate not accompanied by an executed certification document.

Final payment will not be made until a final notarized certification summarizing all QC exceptions has been submitted.

105-5 Guidelines for Development of the Quality Control Plan:

105-5.1 General: Use the following guidelines for developing the QC Plan. Provide detailed policies, methods and procedures to ensure the specified quality of all applicable materials and related production and field operations. Include other items in addition to these guidelines as necessary.

105-5.2 Personnel:

105-5.2.1 Qualifications: Submit the Training Identification Numbers (TIN) for all technicians performing sampling, testing and inspection for both field and laboratory tests. Include employed and subcontracted technicians.

105-5.2.2 Level of Responsibility: Identify the primary contact for CFTOD. Identify roles and responsibilities of various personnel involved in the QC process.

105-5.3 Raw Materials:

105-5.3.1 Source: Identify the sources of raw materials. Provide locations and plant or mine numbers when applicable.

105-5.3.2 Certification: Describe methods of verifying compliance of certification with the specifications.

105-5.3.3 Disposition of Failing Materials: Describe the system for controlling non-conforming materials, including procedures for identification, isolation and disposition.

105-5.4 Storage Facilities for Raw Materials: Describe measures and methods, including bedding details, for preventing segregation, contamination and degradation. Describe methods of identifying individual materials.

Where applicable, submit a site plan showing the locations of various materials.

105-5.5 Production Equipment: Describe calibration frequencies, maintenance schedule and procedures for production equipment.

105-5.6 Plant Requirements

105-5.6.1 Plant Identification: For those facilities producing materials listed in Article 105-3, provide the mailing address, physical address including county, telephone and fax numbers, E-mail address, primary contact at the plant, responsible person in charge, Owner information and Vendor Number and other information as required.

105-5.6.2 Process Control System: Describe the methods and measures established to ensure Contract compliance for the produced materials that are supplemental to the QC sampling and testing program described in the Contract Documents. These methods and measures will include, but are not limited to, inspection schedule, additional sampling and testing, maintenance schedule, etc.

105-5.6.3 Loading and Shipping Control: Describe the methods and measures for preventing segregation, contamination and degradation during loading and shipping operations. Describe the methods established for materials to be in compliance with the specifications at the point of use.

105-5.6.4 Types of Products Generated: Describe the products the plant is approved to produce under

CFTOD guidelines.

105-5.7 Other Requirements

105-5.7.1 Copy of Certification: Attach examples of certifications issued by the plant/Contractor for the products approved by the FDOT.

105-5.7.2 Statement of Compliance: Include a statement of compliance with all quality requirements set forth by CFTOD in the Contract Documents and FDOT manuals.

105-5.7.3 Information on Producers with Accepted Quality Control Programs: Identify the Producers of materials listed in 105-3.1 for the project.

105-5.7.4 Describing Documentation Procedure: Identify location of document storage to enable CFTOD review. Include QC charts, qualification/accreditation records, inspection reports, and other pertinent/supporting documents for an approved QC Plan.

105-5.8 Final Manufactured Product - Plant Operations: Describe inspection schedule and methods for identifying defects and non-compliance with the specifications. Describe corrective actions and methods to resolve them.

105-5.8.1 Storage: When storage of the produced materials is required and it is not defined in the Contract

Documents, describe the methods and duration for storage. Include measures and methods for preventing segregation, contamination and degradation during storage.

105-5.8.2 Disposition of Failing Materials: When not described in the specifications, describe the methods and measures for identifying and controlling the failing materials. Include preventive and corrective measures.

Describe disposition of failing materials.

105-5.9: Final Manufactured Product - Field Operations:

105-5.9.1 Transportation: Describe the method of delivery from the point of production/storage to the point of placement.

105-5.9.2 Storage: When storage of the produced materials is required and it is not defined in the Contract

Documents, describe the methods and duration for storage. Include measures and methods for preventing segregation, contamination and degradation during storage.

105-5.9.3 Placement: Describe the methods and identify the type of equipment used in incorporation of the materials into the project.

105-5.9.4 Disposition of Failing Materials: When not described in the specifications, describe the methods and measures for identifying and controlling the failing materials. Include preventive and corrective measures.

Describe disposition of failing materials.

105-6 Quality Control Plan Submittal:

Submit the QC Plan to the Engineer for approval within 14 calendar days after the Contract Award. The

Engineer will review the QC Plan and respond to the Contractor within 14 calendar days of receipt.

If at any time the Contractor is not in compliance with the approved QC Plan, or a part thereof, affected portions of the plan will be disapproved. Cease work in the affected operation(s) and submit a revision to the Engineer.

If the QC Plan, or a part thereof, must be revised, submit the revision to the Engineer. The Engineer will review the revision and respond within seven calendar days of receipt.

Continue to work on operations that are still in compliance with the approved sections of the QC Plan.

105-7 Personnel Qualifications:

105-7.1 General: Provide qualified personnel for sampling, testing and inspection of materials and construction activities. Ensure that qualifications are maintained during the course of sampling, testing and inspection.

Construction operations that require a qualified technician must not begin until CFTOD verifies that the technician is on the CTQP list of qualified technicians. The use of CTQP personnel are subject to satisfactory results from periodic Independent Assurance evaluations. Unsatisfactory results from periodic Independent

Assurance evaluations may result in immediate removal of CTQP personnel from the project.

105-7.2 QC Manager: Designate a QC Manager who has full authority to act as the Contractor's agent to institute any and all actions necessary for the successful implementation of the QC Plan. The QC Manager must speak and understand English. The QC Manager must be on-site at the project on a daily basis or always available upon four hours notice to administer the QC Plan. This includes administering, implementing, monitoring, and as necessary, adjusting the processes to ensure compliance with the Contract Documents.

Ensure that the QC Manager is qualified as such through the Construction Training/Qualification Program.

Under the direction of the QC Manager, and using CFTOD’s standard forms provided by the Engineer, summarize the daily QC activities including testing and material sampling. Since erasures are strictly prohibited on all reports and forms, use blue or colored ink. Do not use black ink. If manual corrections to original data are necessary, strike through, correct, and date the entry, including the initials of the person making the correction.

Make copies of the completed forms available for CFTOD to review daily unless otherwise required in the specifications. Ensure that the QC test data is reported to CFTOD on a daily basis. Maintain all QC related reports and documentation for a period of three years from final acceptance of the project. Make copies available for review by CFTOD upon request.

105-7.3 Worksite Traffic Supervisor: Provide a Worksite Traffic Supervisor who is responsible for initiating, installing, and maintaining all traffic control devices as described in Section 102 and in the Contract Documents and has a minimum of six months experience in traffic control. Ensure that the Worksite Traffic Supervisor is certified in the advanced training category by a FDOT approved training Provider. Approved Providers will be posted on the FDOT's website at the following URL address: http://www.motadmin.com/find-a-training-provider.aspx. Use approved alternate Worksite Traffic Supervisors when necessary.

105-7.4 Flagger: Provide trained flaggers to direct traffic where one-way operation in a single lane is in effect and in other situations as required. The Worksite Traffic Supervisor or others as approved by the FDOT will provide training for flaggers.

105-7.9 Prestressed Concrete Plant Facility Quality Control Personnel: Ensure each plant has an onsite production manager, an onsite Facility Manager for QC, a plant engineer, and adequate on site QC inspectors/technicians to provide complete QC inspections and testing. Ensure the Facility Manager for QC has at least five years of related experience and a current PCI QC personnel Level III certification and a certificate of completion of Section 450 Specification examination. Ensure that the QC inspector/technician has current

PCI QC Technician/Inspector Level II certification and a certificate of completion of Section 450 Specification examination.

105-7.11 Drainage Product Manufacturing Facilities Quality Control Personnel:

105-7.11.1 Precast Concrete Drainage, Precast Box Culvert, Precast Concrete Pipe Fiber Reinforced

Concrete Pipe, and Flexible Pipe Manufacturing Facilities Quality Control Personnel:

105-7.11.1.1 Level I Quality Control Inspectors: Ensure that the Level I Inspectors have completed a minimum of a 12-hour, FDOT approved, Level I QC Inspector training course in the respective work area. As an exception to this, ensure Flexible Pipe Level I QC Inspectors have completed a minimum of an 8-hour, FDOT approved, Level I QC Flexible Pipe Inspector training course.

105-7.11.1.2 Level II Quality Control Inspectors: Ensure that Level II Inspectors have completed FDOT approved Level I QC Inspector training and a minimum of a 5-hour, FDOT approved, Level II QC Inspector training course in the respective work areas.

105-7.11.1.3 Additional Requirements for Quality Control Personnel of Precast Concrete Drainage and

Precast Concrete Box Culvert Manufacturing Facilities

105-7.11.1.3.1 Testing Personnel: Ensure the personnel performing plastic property tests have ACI Concrete

Field Testing Technician- Grade I certification. Ensure the personnel performing laboratory compressive strength testing have ACI Concrete Laboratory Testing Technician-Grade 1 certification or ACI Concrete

Strength Testing Technician certification.

105-7.11.1.3.2 Batch Plant Operator: Ensure the concrete batch plant operator is qualified as a CTQP

Concrete Batch Plant Operator. As an alternative to CTQP qualification, the Department will accept the completion of a minimum of a six-hour, Department approved, Batch Plant Operator training course. For dry cast concrete pipe and dry cast drainage structures, as an alternative to CTQP qualification, the Department will accept the American Concrete Pipe

Association (ACPA) Quality School Level II Certification.

105-7.12 Structural Steel and Miscellaneous Metals Fabrication Facility Quality Control Personnel:

Ensure each fabrication facility has an on-site production manager, an on-site facility manager for QC, a plant engineer, and on-site QC inspectors/technicians to provide complete QC inspections and testing. Ensure that the

Facility Manager for QC and QC inspectors/technicians meet the certification requirements set forth in the latest version of AASHTO/NSBA Steel Bridge Collaboration S 4.1, Steel Bridge Fabrication QC/QA Guide

Specification, including the years of experience required in Table 105-5 below. The Facility Manager for QC must meet the requirements of Table 105-5 for every Structural Steel Member Type produced by a plant with

QC being managed by the Facility Manager for QC. The Facility Manager for QC will report directly to the plant manager or plant engineer and must not be the plant production manager nor report to or be the subordinate of the plant production manager. QC inspectors/technicians must be the employees of and must report directly to the Facility Manager for QC.

TABLE 105-5

Experience Requirements for QC Inspectors/Technicians

Structural Steel Member Type Minimum Years of Experience Required QC Inspector/Technician Facility Manager for QC

Rolled beam bridges 1 year 3 years Welded plate girders 2 years 4 years

Complex structures, such as trusses, arches, cable stayed bridges, and moveable bridges

3 years

5 years

Fracture critical (FC) members 3 years 5 years

SECTION 160: STABILIZING

160-4.1.4 Quality Assurance Testing: Modified:

160-4.1.4.1 Modified Proctor Maximum Density Determination: Modified: The Engineer will obtain a representative Maximum density (Modified Proctor) sample and have it delivered to the laboratory designated by CFTOD for testing (As per FM 1-T 180, Method 0)

160-4.1.4.3 Bearing Value Requirements: Modified: Test the stabilized subgrade sample collected in 160-

4.1.4.1 to determine the LBR in accordance with FM 5-515. Within the entire limits of the width and depth of the areas to be stabilized, obtain the required minimum bearing value at the frequency in 160-4.4.1. For any area where the bearing value obtained is deficient from the value indicated in the Plans, in excess of the tolerances established herein, spread and mix additional stabilizing material in accordance with 160-3.3. Perform this reprocessing for the full width of the roadway being stabilized and longitudinally for a distance of 50 feet beyond the limits of the area in which the bearing value is deficient.

Determine the quantity of additional stabilizing material to be used in reprocessing.

The Engineer will have the LBR sample delivered to the laboratory designated by CFTOD for testing. (As per

FM 5-515 and 160-7.2.4)

160-4.1.4.3.1: Under-tolerances in Bearing Value Requirements: Deleted:

160-4.2 Mixing Depth Requirements: Modified: Meet required plan mixing-depths by measuring from the proposed Final Grade Line. Do not exceed individual plan depth tolerance of 2 inches. The tolerance of the three tests at a single 100' location shall not exceed a 1" tolerance of the plan depth. As an exception to the above mixing requirements, where the sub grade is of rock, the Engineer may waive the mixing operations (and the work of stabilizing), and CFTOD will not pay for stabilization for such sections of the roadway.

160-4.3.1 General: Modified: Within the entire limits of the width and depth of the areas to be stabilized, other than as provided in 160-4.3.2, obtain a minimum density at any location of 98% of the Modified Proctor maximum density as determined by FM 1-T 180. Engineer will obtain a representative Maximum density

(Modified Proctor) sample and have it delivered to the laboratory designated by CFTOD for testing.

160-4.4.1 Frequency: Modified: Quality Assurance sampling and testing will be conducted by the owner at its discretion.

160-5 Method of Measurement: Modified: The quantity to be paid for will be the plan quantity, in square yards, completed and accepted. The quantity to be paid for will be the plan quantity, in square yards, completed and accepted.

160-6 Basis of Payment: Modified:

Price and payment will constitute full compensation for all work and materials specified in this Section, including furnishing, spreading and mixing of all stabilizing material required and any reprocessing of stabilization areas necessary to attain the specified bearing value. The Department will make full payment for any areas where the existing subgrade materials meet the design bearing value requirements without the addition of stabilizing additives, as well as areas where the Contractor may elect to place select high-bearing materials from other sources within the limits of the stabilizing. The increased thickness of the Type B stabilization under curb and gutter sections shall be considered incidental and included in the contract price.

If the item of borrow excavation is included in the Contract, any stabilizing materials obtained from designated borrow areas will be included in the pay quantity for borrow excavation. Payment will be made under: Item No.

160- 4- Stabilization - per square yard.

SECTION 200 ROCK BASE

200-5.2 Number of Courses: Modified: When the specified compacted thickness of the base is greater than 6 inches, construct the base in multiple courses of equal thickness. Individual courses shall not be less than 3 inches. The thickness of the first course may be increased to bear the weight of the construction equipment without disturbing the subgrade.

If, through field tests, the Contractor can demonstrate that the compaction equipment can achieve density for the full depth of a thicker lift, and if approved by the Engineer, the base may be constructed in successive courses of not more than 8 inches compacted thickness.

The Engineer will base the approval on results of a test section constructed using the Contractor's specified compaction effort. Notify the Engineer prior to beginning construction of a test section. Construct a test section of the length of one LOT. The Engineer will perform Quality Assurance density tests at random locations within the test section. All density tests must meet the density requirements of 200-7.2.1. Identify the test section with the compaction effort and thickness in the Logbook. If unable to achieve the required density, remove and replace or repair the test section to comply with the specifications at no additional expense to CFTOD. The

Contractor may elect to place material in 6" compacted thickness at any time.

Once approved, a change in the source of base material will require the construction of a new test section. Do not change the compaction effort once the test section is approved. The Engineer will periodically verify the density of the bottom 6 inches during thick lift operations.

The Engineer may terminate the use of thick lift construction and instruct the Contractor to revert to the 6 inches maximum lift thickness if the Contractor fails to achieve satisfactory results or meet applicable specifications.

200-7.2 Acceptance Criteria: Modified:

200-7.2.1 Density: Modified: Within the entire limits of the width and depth of the base, obtain a minimum density in any LOT of 98% of modified Proctor maximum density as determined by FM 1-T180, Method D or the Pit Proctor when using the Pit Proctor option. For shoulder only areas and shared use paths, obtain a minimum density of 95% of the modified Proctor maximum density as determined by FM 1-T180, Method D or the Pit Proctor when using the Pit Proctor option. The Engineer will perform at least three density determinations on each day's final compaction operations on each course and at more frequent intervals, if deemed necessary. During final compacting operations, blade any areas necessary to obtain the true grade and cross-section, before the density tests on the finished base are taken.

200-7.2.2 Frequency: Modified: Quality Assurance sampling and testing will be conducted by the owner at its discretion.

200-7.3.1 Quality Assurance Testing: Modified:

200-7.3.1.1 Modified Proctor Maximum Density Requirement: Deleted:

200-7.3.1.2 Depth and Surface Testing Requirements: Modified: CFTOD, at its discretion, shall perform thickness check on the finished base or granular sub base component of a composite base. When CFTOD is ready to check the finished base the contractor is to provide traffic control, coring/boring equipment, and an operator for the coring/boring equipment, if required. Traffic control is to be provided in accordance with the standard maintenance of traffic requirements of the Contract.

The thickness is considered deficient, if the measured depth is over 1/2 inch less than the specified thickness.

Correct all deficient areas of the completed base by scarifying and adding additional base material. As an exception, if authorized by the Department, such areas may be left in place without correction and with no payment.

Check the finished surface of the base course with a template cut to the required crown and with a 15 foot straightedge laid parallel to the centerline of the road. Correct all irregularities greater than 1/4 inch to the satisfaction of the Engineer by scarifying and removing or adding rock as required, and recompact the entire area as specified hereinbefore.

200-7.3.1.3 Surface & Thickness Reduced Testing Frequency: Deleted:

200-7.3.2 Department Verification Tests: Deleted:

200-7.3.2.1 Maximum Density: Deleted:

200-7.3.2.2 Thickness and Surface Testing Requirements: Deleted:

200-7.4 Verification Comparison Criteria and Resolution Procedures: Deleted:

200-7.4.1 Modified Proctor Maximum Density: Deleted:

200-7.4.2 Pit Proctor: Deleted:

200-7.4.3 Density: Deleted:

200-7.4.4 Thickness and Surface Testing Requirements: Deleted:

200-9 Calculations for Average Thickness of Base: Deleted:

SECTION 327 MILLING OF EXISTING ASPHALT PAVEMENT

327-3.1 General: Modified: Remove the existing raised pavement markers (RPMs) before milling. Include the cost of removing existing RPMs in the price for milling.

When milling to improve rideability or cross slope, remove the existing pavement to the average depth specified in the Plans, in a manner that will restore the pavement surface to a uniform cross-section and longitudinal profile. The Engineer may require the use of a stringline to ensure maintaining the proper alignment.

Establish the longitudinal profile of the milled surface in accordance with the milling plans. Ensure the final cross slope of the milled surface parallels the surface cross slope shown in the Plans or as directed by the

Engineer. Establish the cross slope of the milled surface by a second sensing device near the outside edge of the cut or by an automatic cross slope control mechanism. The Plans may waive the requirement of automatic grade or cross slope controls where the situation warrants such action.

Operate the milling machine to minimize the amount of dust being emitted. The Engineer may require prewetting of the pavement.

Provide positive drainage of the milled surface and the adjacent pavement. Perform this operation on the same day as milling. Repave all milled surfaces no later than the day after the surface was milled.

Traffic will not be allowed on a milled surface. Sweep in a manner to minimize the potential for creation of a traffic hazard and to…