707-99 for Site Manager Use
NEW YORK STATE DEPARTMENT OF TRANSPORTATION Section 700 STANDARD SPECIFICATIONS (USC) May 1, 202 4 VOLUME 4 Anchor bolts shall be spaced around the periphery of the pipe at intervals not exceeding 18 inches . At least two anchor bolts shall be provided. BASIS OF ACCEPTANCE. Anchor bolts and nuts for corrugated metal pipes, pipe arches, and structural plate pipe will be accepted on the Manufacturer's Certification that they conform with these specifications.
707-99 for Site Manager Use
SECTION 708 - PAINTS
708-01 Structural Steel Paints Class 1
(Last Revised January, 2021) SCOPE . This specification defines the requirements for materials appearing on the Department’s Approved List, “Structural Steel Paints, Class 1.” MATERIAL REQUIREMENTS . The system shall be able to be applied as a shop or a field -applied coating over an SSPC SP -10 cleaned surface. The paint shall be a 3 -coat system whose primer is an organic zinc -rich epoxy with pigment primarily consisting of zinc dust. The paint shall have undergone Na tional Transportation Product Evaluation Program (NTPEP) testing and meet North East Protective Coating Committee (NEPCOAT) Qualified Products List B approval criterion and the requirements of Materials Method NY 6 and 6 NYCRR Part 205. The coating manufac turer shall submit NTPEP results, field histories of the coating, Material Safety Data Sheets, and Technical Data Sheets to the Materials Bureau. Any formulation or technical data sheet change may affect approval status and shall be reported to the Materials Bureau. Failure to notify the Materials Bureau shall result in the removal of the system from the Approved list. The system’s Technical Data Sheets shall contain the following information: • Temperature Range for Storage • Profile Range • Temperature for Application • Cure to Handle/Overcoat Schedule • Humidity and Dew Point Restrictions • Mixing Recommendations • Thinners Allowed and Resulting VOC levels • Recoat Window • Paint Film Thickness Range, Wet - and Dry -Film Values • Surface Preparation Requirements • Application Requirements If the data sheet does not have all of the above information, the manufacturer will be required to submit a letter to the Engineer with the above information. The letter will be considered an addendum to the technical data sheet. The manufacturer’s data sheet, and addendum if applicable, will be posted on the Department’s Approved List, Structural Steel Paints, Class 1, as the official reference for New York State.
708-02 Structural Steel Paints Class 2
NEW YORK STATE DEPARTMENT OF TRANSPORTATION Section 700 STANDARD SPECIFICATIONS (USC) May 1, 202 4 VOLUME 4 BASIS OF ACCEPTANCE . Contract acceptance will be based on the appearance of the product on the Approved List.
708-02 Structural Steel Paints Class 2
(Last Revised January, 2021) SCOPE . This specification defines the requirements for materials appearing on the Department’s Approved List, “Structural Steel Paints, Class 2.” MATERIAL REQUIREMENTS . The system shall be able to be applied in the field over an SSPC SP - 10 blasted or an SSPC SP -11 power tool cleaned surface, or a properly prepared, previously painted surface. The paint shall have undergone National Transportation Product Evaluation Program (NTPEP) testing and meet ( North East Protective Coating Committee ) NEPCOAT Qualified Products List B approval criterion and the requirements of Materials Method NY 6 and 6 NYCRR Part 205. The coating manufacturer shall submit NTPEP results, field histories of the coating, Material Safety Data Sheets, and Technical Data Sheets to the Materials Bureau. Any formulation or technical data sheet change may affect approval status and shall be reported to the Materials Bureau. Failure to notify the Materials Bureau shall result in the removal of the system from the Approved lis t. The system’s Technical Data Sheets shall contain the following information: • Temperature Range for Storage • Profile Range • Temperature for Application • Cure to Handle/Overcoat Schedule • Humidity and Dew Point Restrictions • Mixing Recommend ations • Thinners Allowed and Resulting VOC Levels • Recoat Window • Paint Film Thickness Range , Wet- and Dry -Film Values • Surface Preparation Requirements • Application Requirements If the data sheet does not have all the above information, the ma nufacturer will be required to submit a letter to the Engineer with the above information. The letter will be considered an addendum to the technical data sheet. The manufacturer’s data sheet, and addendum if applicable, will be posted on the Department’s Approved List, Structural Steel Paints, Class 2, as the official reference for New York State. BASIS OF ACCEPTANCE . Contract acceptance will be based on the appearance of the product on the Approved List.
708-03 (Vacant)
708-04 Zinc Chromate Primer
SCOPE. This paint is used as a prime coat on aluminum in contact with fresh concrete to reduce the effect of alkali attack.
708-05 Standard Paint Colors
NEW YORK STATE DEPARTMENT OF TRANSPORTATION Section 700 STANDARD SPECIFICATIONS (USC) May 1, 202 4 VOLUME 4 MATERIAL REQUIREMENTS. The composition of this paint shall be as shown in the following table using ingredients conformin g to the requirements of the appli cable specifications indicated. Component Specification Lbs. Per 100 Gal. Zinc Yellow (TT-P-465) 270 Titanium Dioxide, Rutile, Chalk Resistant 75 Zinc Oxide (American Process Type) (ASTM D79) 95 Sienna, Raw (ASTM D765) 25 Magnesium Silicate (ASTM D605) 75 Aluminum Stearate (MIL -A-15206A) 6.0 Resin, alkyd Solution (TT-R-266C, Type I) 345 Dipentine (TT-D-376) 22.0 Petroleum Spirits (TT-T-291, Type I, Grade A) 235 Lead Napthenate (ASTM D600, Class B) 12.0 Cobalt Napthenate (ASTM D600, Class B) 1.2 Magnesium Napthenate (ASTM D600, Class B) 1.2 The quantitative requirements of zinc chrom ate primer shall be as follows: Min. Max. Pigment Vehicle Volatile by weight of paint Weight ( lb/gal ) Water Coarse particles & skins (total residue retained on 45 um sieve based on paint) Fineness of Grind (North Standard) Viscosity at 25OC (Stormer -Krebs Units) Zinc oxide (ZnO), by weight of pigment Titanium Dioxide (TiO2), by weight of pigment Chromium Trioxid e (CrO3), by weight of pigment Phthalic Anhydride, by weight of non -volatile vehicle Flash Point 45.0% 51.0% 29.5% 11.0 - - 34.0% 12.0% 20.0% 23.0% 86OF 49.0% 55.0% 33.5% 11.6 0.5% 0.5% - 39.0% 14.5% - - - The percentages noted relate to mixture by weight. The paint shall dry set to touch within two hours and dry hard within 6 hours. No resin and resin derivatives shall be present in the paint. The paint shall show no evidence of cracking when subjected t o a 1/8 inch “mandrel flexibility test. ”
708-05 Standard Paint Colors
(Last Revised January, 2021) SCOPE: This specification defines commonly used colors. DEFINITIONS: Color Reference Standard
708-06 Paint for Galvanized Surfaces
NEW YORK STATE DEPARTMENT OF TRANSPORTATION Section 700 STANDARD SPECIFICATIONS (USC) May 1, 202 4 VOLUME 4 Sage Green Paint Munsell 7.5 GY 5/4 Light Gray Paint Munsell 10B 6/1 Blue Paint AMS -STD -595, #35177 Brown Paint AMS -STD -595, #30111 Brown -Gray Paint AMS -STD -595, #36306 Dark Blue Paint AMS -STD -595, #15090 Textured Concrete Finish Paint AMS -STD -595, #36440 Weathered Brown Guide Rail Paint AMS -STD -595, #20059 Assistance in providing definitions for other colors is offered by the Materials Bureau. BASIS OF ACCEPTANCE: The Engineer may require manufacturer’s certification that the color provided meets the re quirements of this specification .
708-06 Paint for Galvanized Surfaces
(Last Revised January, 2021) SCOPE. This specification covers the materials requirements for paints to be applied over galvanized surfaces. PAINT. Paint shall be a two -coat system with a polyamide epoxy primer and an aliphatic urethane, suitable for exterior use. The paints shall have a VOC level below the maximum allowable limit set by 6 NYCRR Part 205, shall be produce d by the same manufacturer, and the prime and topcoat shall be compatible. The primer shall be specifically formulated for use over galvanized surfaces . BASIS OF ACCEPTANCE. The material shall be accepted with the submission of the technical data sheets and the manufacturer’s certification ensuring compliance with this specification.
708-07 Paint for Aluminum Surfaces
(Last Revised January, 2021) SCOPE. This specification covers the materials requirements for paints to be applied over aluminum surfaces not in contact with concrete. PAINT. Paint shall be a two -coat system with an epoxy primer and an aliphatic urethane, suitable for exterior use. The paints shall have a VOC level below the maximum allowable limit set by 6 NYCRR Part 20 5, shall be produced by the same manufacturer, and the prime and topcoat shall be compatible. The primer shall be s pecifically formulated for use over aluminum surfaces. BASIS OF ACCEPTANCE. The material shall be accepted with the submission of the technical data sheets and the manufacturer’s certification ensuring compliance with this specification.
708-08 Thru 708 -30 (Vacant)
708-31 Wood Preservative – Waterborne
(Last Revised September , 2021) SCOPE. These specifications cover waterborne wood preservatives used in the treatment of piles, timber, and lumber.
708-32 Wood Preservative – Oil-Borne
NEW YORK STATE DEPARTMENT OF TRANSPORTATION Section 700 STANDARD SPECIFICATIONS (USC) May 1, 202 4 VOLUME 4 MATERIAL REQUIREMENTS. Waterborne preservative used in the treatment of piles, timber and lumber shall conform to the requirements of AWPA’s use Categories: UC2, UC3, UC4 and UC5 and with the relevant P Standards for each preservative system. The method of application shall be in accordanc e with the T1 Processing and Treatment Standard. Minimum net retention shall be as required for material in contact with soil. As an alternative to AWPA Standards, wood, and wood -based materials (waterborne or oil -borne) may be treated in conformance with the Acceptance Criteria for Proprietary Wood Preservative Systems (AC326) of the International Code Council -Evaluation Service, Inc. (ICC -ES). Treatment of wood materials with Chromated Copper Arsenate (CCA) is restricted, in accordance with: • September 20 08 Re -registration Eligibility Decision for Chromated Arsenicals, issued by the U.S. Environmental Protection Agency (USEPA) • Section 37 -0109 of the NYS Environmental Conservation Law (ECL) Unless restricted under local laws, or as specified otherwise in the contract documents, wood utility poles are permitted to be treated with CCA. For all other wood products, CCA shall not be used, unless expressly allowed in the contract documents . BASIS OF ACCEPTANCE. Waterborne wood preservatives will be accepted on the basis of a material certification ensuring compliance with this specification and with AASHTO Standard Specification M - 133 Preservatives and Pressure Treatment Processes for Timber .
708-32 Wood Preservative – Oil-Borne
(Last Revised September , 2021) SCOPE. These specifications cover oil -borne wood preservatives used in the treatment of timber and lumber. MATERIAL REQUIREMENTS. Pentachlorophenol and Copper Naphthenate shall conform to American Wood Protection Association Standards P35 and P36, respectively, and diluted in oils conforming to Standards Hydrocarbon Solvent Standard A (HSA) or Hydrocarbon Solvent Standard G (HSG). Oil-borne wood preservatives shall be applied in conformance with the Use Category Designations UC3, UC4, or UC5 of the U1 -20 User Specification for Treated Wood Standard of the American Wood Protection Association. The method of application shall be in accordance with the T1 Processing and Treatment Standard. Minimum net retention shall be as require d for material in contact with soil. BASIS OF ACCEPTANCE. Oil-borne wood preservatives will be accepted on the basis of a material certification ensuring compliance with this specification and with AASHTO Standard Specification M - 133 Preservatives and Pr essure Treatment Processes for Timber SECTION 709 - REINFORCING STEEL (Last Revised May, 2019)
709-01 Bar Reinforcement, Grade 60
SCOPE. This specification covers the material requirements for deformed billet steel and deformed rail steel reinforcing bars used in portland cement concrete. Plain and deformed steel for the fabrication of spirals is included. MATERIALS REQUIREMENTS