Y23-_1044_-_Pavement_Markings_PART_H.pdf

PART H

TECHNICAL PROVISIONS

All pavement markings work under this contract shall be in accordance with the Florida Department of Transportation (F.D.O.T.) Standards Specifications for Road and Bridge Construction and the F.D.O.T. Design Standards, l a tes t ed i t i on , except where authorized by the County’s Representative.

1. PAVEMENT MARKINGS

1.1 Thermoplastic pavement markings, material, equipment, and method of application shall be in accordance with Sections 711 and 971 of the F.D.O.T. Standard Specifications for Road and Bridge Construction latest edition, except where authorized by the County’s Representative.

1.2 Audible and Vibratory Pavement Markings (Thermoplastic) material, equipment and method of application shall be accordance with Section 701 of the F.D.O.T. Standards Specifications for Road and Bridge Construction latest edition, except where authorized by the County’s Representative.

1.3 High-Durable (paint) pavement markings, material, equipment, and method of application shall be in accordance with Sections 711 and 971 of the F.D.O.T. Standard Specifications for Road and Bridge Construction, latest edition, except where authorized by the County’s Representative.

1.4 Painted pavement markings, material, equipment, and method of application shall be in accordance with Sections 710 and 971 of the F.D.O.T. Standard Specifications for Road and Bridge Construction l atest edition, except where authorized by the County’s Representative.

1.5 Parking stalls both ADA Handicap will be inclusive of the following blue lines, crosshatched walkway(s) and the ADA Handicap Message sign. Regular parking stalls shall consist of two (2) lines perpendicular to the roadway. The long line connecting all of the parking stall lines shall be considered the Edgeline and shall be paid as lineal feet.

1.6 Bicycle lanes shall consist of a bicycle message sign and a small arrow per F.D.O.T. Design Standards Latest Edition. Both shall be pre-formed thermoplastic. Each installation of one bicycle message and arrow shall be billed as one item and each installation of both items shall be considered as a separate billing unit.

1.7 Pavement markings shall be laid out in accordance with Index 17344, 17345, 17346, 17347, 17352 of the F.D.O.T. Design Standards, latest

H-1 edition, unless modified in the field by the County’s Representative. Upon approval by Orange County’s Chief Engineer, Orange County Traffic Engineering Division.

1.8 Only alkyd resin type thermoplastic material shall be used.

1.9 Six (6), eight (8), twelve (12), eighteen (18), and twenty-four (24) -inch yellow or white traffic stripes shall be measured and paid for by the actual linear foot of paint or thermoplastic installed. UNPAINTED/UN-STRIPED

GAPS SHALL NOT BE MEASURED OR PAID FOR.

1.10 Initial thermoplastic pavement markings on new pavement shall be reflectorized with a double drop application of glass spheres, except transverse markings such as stop lines, words and arrows shall be reflectorized with a single drop application of glass spheres.

Thermoplastic pavement markings for recapping and refurbishing of existing markings shall be reflectorized with a single drop application of glass spheres.

2. HIGH DURABLE PAINT (High Build)

2.1 High durable or high build paint pavement markings may, upon approval, be used in place of thermoplastic, for long line applications only. Initial high durable paint pavement markings on new asphalt shall be reflectorized with a double drop application of glass spheres.

2.2 High durable paint must meet Federal Specifications TTP-1952D as shown below:

Black White Yellow Non Volatile Vehicle:

Percent by Weight Vehicle

Minimum of 44. The nonvolatile portion of the vehicle is 100% acrylic crosslinking resin as determined by infrared spectral analysis. The acrylic emulsion is 100%

CROSSLINKING EMMULSION.

No-track Time Not more than 6 minutes when tested according to ASTM D 711, at wet film of 15 mils.

Volatile Organic Compounds Content

Maximum of 12.5 lbs./gal ASTM D 3960

Pigment: Percent by Weight

Minimum of 79. ASTM D 2205.

Titanium Dioxide Content

N/A Minimum of 1 lbs. /gal rutile titanium dioxide.

Maximum of

0.2 lbs. /gal rutile titanium dioxide.

Directional Reflectance N/A Minimum of 92 at wet film of 5 mils.

Minimum of 50 at wet film of 5 mils.

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Contrast Ratio N/A Minimum of 92 at wet film of 5 mils.

Minimum of 90 at wet film of 5 mils.

Viscosity @ 75EF (KU) 80-95 Density Lbs./gal 14.1 +/- 0.2 Scrub Resistance N/A Minimum of 800 cycles, at wet film of 5 mils.

2.3 A drying additive shall be added to the high durable paint during the application process. Visilok (drying additive)

2.4 Reflectivity of High Durable paint shall meet the established guidelines as set forth by FDOT for Thermoplastic, 350 mcd for the yellow and 450 mcd for the white.

2.5 Application specifications are below:

High-Durable Traffic Paint (per specification attached) 25 wet-mils when measured on a metal plate (before glass beads are applied) Glass Beads Type 4 Direct-Melt – 12 Lbs. per 1 gallon of paint Glass Beads Type 1 80% Rounds – 8 Lbs. per 1 gallon of paint Visilok – 75 Lbs. per mile Minimum Initial Reflectivity White: 450 mcd Minimum Initial Reflectivity Yellow: 300 mcd Warranty: 1 Year (minimum retained value at 1 year: 150 mcd) Application is for 6” Solid and Skip Pavement Markings Only (long-line truck)

3. REFLECTIVE PAVEMENT MARKERS

3.1 Materials, equipment and method of installation shall be in accordance with Section 706 of the F.D.O.T. Standard Specifications for Road and Bridge Construction, latest edition, except where authorized by the County’s Representative.

3.2. Reflective pavement markers shall be installed in accordance with section

706 of the F.D.O.T. Standards Specifications for Road and Bridge Construction, latest edition.

4. PAVEMENT MARKINGS ON NEWLY SURFACED ROADS

The Contractor shall provide reflectorized paint pavement markings for newly surfaced roads prior to the roads being opened to traffic. The paint pavement markings shall be identical in layout to the final thermoplastic pavement markings. Final thermoplastic pavement markings shall be installed after the final

H-3 asphalt surface has cured sufficiently to prevent asphalt tracking onto the pavement markings.

5. REMOVAL OF EXISTING THERMOPLASTIC PAVEMENT MARKINGS

Existing thermoplastic pavement markings shall be removed in accordance with Section 711 of F.D.O.T. Standard Specifications for Road and Bridge Construction, latest edition.

6. REMOVAL OF EXISTING PAINT PAVEMENT MARKINGS

Existing paint pavement markings shall be removed in accordance with Section 710 of F.D.O.T. Standard Specifications for Road and Bridge Construction, latest edition.

7. REMOVAL OF TEMPORARY TAPE MARKINGS

Prior to installation of permanent markings, the Contractor shall remove all temporary tape markings (where used). The removal of temporary tape markings shall be paid for by the actual square feet of tape removed.

8. MEASUREMENT AND PAYMENT

Marker pavement, retro-reflective, class B, each Reflective paint (island nose) (white), square yard Reflective paint (island nose) (yellow), square yard Paint pavement markings (standard) (white) (solid) (6”), linear feet Paint pavement markings (standard) (white) (solid) (8”), linear feet Paint pavement markings (standard) (white) (solid) (24”), linear feet Paint pavement markings (standard) (white) (skip) (6”), linear feet Paint pavement markings (standard) (white) (dotted/guideline) (6”), linear feet Paint pavement markings (standard) (white) (message), each Paint pavement markings (standard) (white) (arrows), each Paint pavement markings (standard) (yellow) (solid) (6”), linear feet Paint pavement markings (standard) (yellow) (solid) (8”), linear feet Paint pavement markings (standard) (yellow) (skip) (6”), linear feet Paint pavement markings (standard) (yellow) (skip) (8”), linear feet Paint pavement markings (standard) (yellow) (dotted/guideline) (6”), linear feet High-Durable (paint) pavement markings (standard) (white) (solid) (6”), linear feet High-Durable (paint) pavement markings (standard) (white) (solid) (8”), linear feet High-Durable (paint) pavement markings (standard) (white) (skip) (6”), linear feet High-Durable (paint) pavement markings (standard) (white) (skip) (8”), linear feet High-Durable (paint) pavement markings (standard) (white) (dotted/guideline) (6”), linear feet High-Durable (paint) pavement markings (standard) (Yellow) (solid) (6”), linear feet

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High-Durable (paint) pavement markings (standard) (Yellow) (solid) (8”) linear feet High-Durable (paint) pavement markings (standard) (Yellow) (skip) (6”) linear feet High-Durable (paint) pavement markings (standard) (Yellow) (skip) (8”) linear feet High-Durable (paint) pavement markings (standard) (Yellow) (dotted/guideline) (6”) linear feet Paint pavement markings (remove), square feet Thermoplastic pavement markings (standard) (white) (solid) (6”), linear feet Thermoplastic pavement markings (standard) (white) (solid) (8”), linear feet Thermoplastic pavement markings (standard) (white) (solid) (12”), linear feet Thermoplastic pavement markings (standard) (white) (solid) (18”), linear feet Thermoplastic pavement markings (standard) (white) (solid) (24”), linear feet Thermoplastic pavement markings (standard) (white) (skip) (6”), linear feet Thermoplastic pavement markings (standard) (white) (skip) (8”), linear feet Thermoplastic pavement markings (standard) (white) (dotted/guideline) (6”), linear feet Thermoplastic pavement markings (standard) (white) (message), each Thermoplastic pavement markings (standard) (white) (arrows), each Thermoplastic pavement markings (standard) (yellow) (solid) (6”), linear feet Thermoplastic pavement markings (standard) (yellow) (solid) (8”), linear feet Thermoplastic pavement markings (standard) (yellow) (solid) (18”), linear feet Thermoplastic pavement markings (standard) (yellow) (skip) (6”), linear feet Thermoplastic pavement markings (standard) (yellow) (skip) (8”), linear feet Thermoplastic pavement markings (standard) (yellow) (dotted/guideline) (6”), linear feet Thermoplastic pre-formed bike message and arrow (small), each ADA thermoplastic parking stall, blue lines, message and isle, each Thermoplastic parking stall, each Audible and Vibratory (thermoplastic) (standard) (white) (solid) (6”) Linear Feet Thermoplastic pavement markings (refurbishment) (white) (solid) (6”), linear feet Thermoplastic pavement markings (refurbishment) (white) (solid) (8”), linear feet Thermoplastic pavement markings (refurbishment) (white) (solid) (12”), linear feet Thermoplastic pavement markings (refurbishment) (white) (solid) (18”), linear feet Thermoplastic pavement markings (refurbishment) (white) (solid) (24”), linear feet Thermoplastic pavement markings (refurbishment) (white) (skip) (6”), linear feet Thermoplastic pavement markings (refurbishment) (white) (skip) (8”), linear feet Thermoplastic pavement markings (refurbishment) (white) (dotted/guideline) (6”), linear feet Thermoplastic pavement markings (refurbishment) (white) (message), each Thermoplastic pavement markings (refurbishment) (white) (arrows), each Thermoplastic pavement markings (refurbishment) (white) (yield lines), linear feet Thermoplastic pavement markings (refurbishment) (yellow) (solid) (6”), linear feet Thermoplastic pavement markings (refurbishment) (yellow) (solid) (8”), linear feet Thermoplastic pavement markings (refurbishment) (yellow) (solid) (18”), linear feet Thermoplastic pavement markings (refurbishment) (yellow) (skip) (6”), linear feet

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Thermoplastic pavement markings (refurbishment) (yellow) (skip) (8”), linear feet Thermoplastic pavement markings (refurbishment) (yellow) (dotted/guideline) (6”), linear feet Pavement marking - Thermoplastic (remove), square feet Pavement marking – Tape (remove), square feet

NOTE: All linear feet measurements are for actual linear feet of solid/skip paint or thermoplastic markings installed.

9. EQUIPMENT AND RESOURSES

All equipment used in the performance of the contract on County Property shall be properly maintained in order to protect the operator and the public. All equipment used by the Contractor is subject to inspection by the County’s Representative. Any equipment deemed inoperable, unsafe, or improper for desired use shall be removed from the work site.

The Contractor shall utilize equipment of a type and in sufficient quantity to perform the work in a satisfactory manner within the time specified herein. List of equipment shall comply with minimum requirements for asphalt equipment as detailed on the Florida Department of Transportation Standard Specifications for Road and Bridge Construction, latest edition.

Failure to submit a Management Plan and Resource List may be grounds for rejection of the bid due to non- responsiveness. See Part G, Special Provisions, Paragraph 20.

10. FINAL INSPECTION

Upon written notice from the Contractor that the project is complete, the County’s Representative will make a final inspection, measurements and reflectivity readings with the Contractor and will notify the Contractor in writing of any deficiencies in the project. The Contractor shall correct all deficiencies within seven (7) workdays or as agreed to by the County’s Representative and before final acceptance and payment is made. If a second final re-inspection is required, the County will assess an eighty ($80.00) dollar fee to the Contractor. The eighty ($80.00) dollar fee will be assessed for every re- inspection. The fee is assessed to offset the additional County labor costs and vehicle usage required for unnecessary inspections and will be deducted from the final invoice for that Delivery Order.

11. FINAL INSPECTION FOR PAYMENT

After the Contractor has corrected all deficiencies to the satisfaction of the County’s Representative and delivered all maintenance and operating instructions, schedules, guarantees, bonds, Certificates of Inspection and other

H-6 documents as required by the Contract. The Contractor may make application for final payment following the procedure for progress payments. The effective final releases or waivers of liens from the Contractor and all subcontractors which performed services for the Contractor pursuant to the Contract Documents and the consent of surety, if applicable to final payment of each Delivery Order.

12. PERFORMANCE ISSUES

The County will hold the Contractor responsible for meeting all of the Contractor’s obligations. If performance issues arise, the Contractor will be responsible for providing a written corrective action plan within two (2) working days from the meeting. Failure to provide a satisfactory corrective action plan, or failure to comply with any instructions, corrective action plan, and/or an agreed plan, may result in issuance of a Notice to Cure.

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