712Miscellaneous

(Last Revised January, 2020)

712-01WATER

SCOPE. This specification contains the requirements for water used in Portland Cement concrete, mortar, concrete curing, treated subgrade, soil cement and for application to plants, seeded or sodded areas and planted areas. MATERIAL REQUIREMENTS. Water used for mixing and curing Portland Cement concrete, mortar, treated subgrade and soil cement shall meet the requirements indicated in Table 712-1, Water. NYSDOT Test Method No. 712-01P shall apply to all Physical tests. Water for curing concrete shall not contain any impurities in sufficient amount to cause discoloration or surface deterioration. Water applied to seeded or sodded areas, plants or planted areas shall be free from oil, have a pH not less than 6.0 nor greater than 8.0 and shall be free from impurities injurious to vegetation. BASIS OF ACCEPTANCE. Municipal water supplies are considered acceptable sources. Acceptance of questionable sources of water, as determined by the Regional Director or his/her representative, shall be determined by the Materials Bureau on samples taken by Department representatives. TABLE 712-1 WATER Air Content of Mortar, percent by volume Soundness, Autoclave Expansion, percent Compressive Strength, 7 day, 28 day (optional) percent of compressive strength of mortar cubes made with standard water Time of Setting, Vicat Test, Initial Set, minutes Final Set, hours

12.0Max.

0.50Max.

90 Min. 45 Min. 8 Max. Presence of Oil pH, AASHTO T26 Organic Solids, AASHTO T26, ppm Total Inorganic Solids, AASHTO T26, ppm ChlorideIon Content, ppm None 5.0 - 8.5 200 Max. 2000 Max. 500 Max.

712-02CALCIUM CHLORIDE

178 Section 700 STANDARD SPECIFICATIONS (USC) January 1, 2026 VOLUME 4 SulphateIon Content, ppm 1000 Max.

CALCIUM CHLORIDE

SCOPE. This specification covers the material requirements for calcium chloride for use in dust control, stabilization, ice control and for other highway construction related purposes. Calcium chloride material shall be either Type A - Solid Flake Calcium Chloride or Type B - Liquid Calcium Chloride Solution. MATERIAL REQUIREMENTS

requirements of ASTM D98 and upon analysis shall show not less than 77.0% CaCl2. The calcium chloride shall be supplied in the form of dry, loose flakes, pellets or granules and shall be fine enough to feed through the common types of spreaders used in roadwork. The Engineer reserves the right to reject any material that has become caked or otherwise damaged.

mixed solution which upon analysis shall show not less than 30.0% of CaCl2.

CaCl2 is equivalent to 0.2 gal/sy of Type B, Liquid CaCl2 Solution. These factors shall be used as the basis for determining other rates of application. PACKAGING, MARKING & SHIPPING

moistureproof bags containing not more than 100 lbs each, or in airtight drums weighing not more than 450 lbs each, or it may be delivered in bulk in tank cars, covered hopper cars, or covered trucks. All bulk shipments that are to be stored and stockpiled on the job site shall be protected with waterproof covers. The location and protection of stockpiled material shall be approved by the Engineer prior to shipment. The name of the manufacturer, name of the product, net weight, and the percentage of calcium chloride (CaCl2) guaranteed by the manufacturer shall be legibly marked on each container, except in the case of bulk shipments where the invoice shall be accepted as evidence of compliance with these requirements.

shipments on a supplied-and-applied basis. The delivery equipment shall be capable of applying the liquid solution at the specified rate(s). The delivery equipment shall be subject to approval by the Engineer and shall be equipped with suitable calibration devices to insure the correct rate of application. Each bulk shipment shall be accompanied with the manufacturer's invoice. BASIS OF ACCEPTANCE. Calcium chloride will be accepted based on its use as follows:

Type B calcium chloride will be accepted based on the Engineer=s approval.

manufacturer's certification that the product conforms to the above specifications. The certification

712-03SODIUM CHLORIDE

179 Section 700 STANDARD SPECIFICATIONS (USC) January 1, 2026 VOLUME 4 shall reference the number of containers shipped, or in the case of bulk deliveries, the invoice numbers associated with each delivery.

SODIUM CHLORIDE

SCOPE. This specification covers the material requirements for sodium chloride to be used as a soil admixture or deicing agent for maintenance. MATERIAL REQUIREMENTS. Sodium chloride shall meet the requirements of ASTM D632, Sodium Chloride - Type 1, Grade 1. Sodium chloride shall be packaged in moistureproof bags containing not more than 100 lbs each, or in airtight drums weighing not more than 450 lbs each, or it may be delivered in bulk in tank cars, covered hopper cars, or covered trucks. All bulk shipments that are to be stored and stockpiled on the job site shall be protected with waterproof covers. The location and protection of stockpiled material shall be approved, by the Engineer, prior to shipment. BASIS OF ACCEPTANCE. Sodium chloride will be accepted based upon the Engineer's approval. The Department reserves the right to sample and test this material subsequent to delivery at the project site.

712-04HYDRATED LIME

SCOPE. This specification contains the material requirements pertaining to Hydrated Lime. MATERIAL REQUIREMENTS. Hydrated Lime shall meet the requirements of ASTM C207, Hydrated Lime for Masonry Purposes - Type NA or SA. BASIS OF ACCEPTANCE. The manufacturer's certification shall constitute sufficient documentation for acceptance of this material at the site of the work. The Department reserves the right to sample this material to test for conformance to these specifications.

712-05PRECAST CONCRETE RIGHT-OF-WAY MARKERS

SCOPE. This specification covers the material and fabrication requirements for precast concrete right- of-way markers. MATERIAL REQUIREMENTS. The Material Requirements contained in §704-03 shall apply. DRAWINGS. The Drawing requirements contained in §704-03 shall apply. FABRICATION. The Fabrication requirements contained in §704-03, along with the following shall apply. Precast right-of-way markers shall be fabricated to conform to the size and shape shown on the standard sheet unless otherwise shown on the plans. SAMPLING AND TESTING. The Sampling And Testing requirements contained in §704-03 shall apply. MARKING. The Marking requirements contained in §704-03 shall apply except as noted herein.

712-06EXPENDABLE IMPACT ATTENUATOR

180 Section 700 STANDARD SPECIFICATIONS (USC) January 1, 2026 VOLUME 4 Markings shall be placed on the bottom end face of each unit such that they won’t be exposed to view after installation. Instead of marking the contract number on each unit they may be marked with “NYSDOT”. FINAL PRODUCTION INSPECTION. The Final Production Inspection requirements contained in §704-03 shall apply. SHIPPING. The Shipping requirements contained in §704-03 shall apply. BASIS OF ACCEPTANCE. The Basis of Acceptance requirements contained in §704-03 shall apply.

EXPENDABLE IMPACT ATTENUATOR

SCOPE. This specification covers the material and performance requirements for expendable impact attenuators. MATERIALS REQUIREMENTS. Expendable Impact Attenuator components shall meet the following requirements: Impact attenuators that use liquid or other materials as a filler or to provide ballast will be evaluated for potential environmental impacts and/or seasonal limitations. Impact attenuators will be approved for use in shielding an object of a maximum width as specified in the Approved List, and specific configurations may be approved for maximum speeds. Covers shall be provided by the manufacturer for all units where ingress of debris from the top will result in deterioration of performance. Metal parts shall be fabricated from M1020 Merchant Quality or ASTM A36M steel. All galvanization shall be in accordance with §719-01 Galvanized Coatings and Repair Methods, Type I. Welding shall be in accordance with the Steel Construction Manual, except radiographic inspection shall not be required. The size and recommended attachment method for reflective marking shall be specified. BASIS OF APPROVAL. Impact attenuator systems shall be NCHRP 350 approved. Impact attenuators meeting the requirements of NCHRP 350 TL-2 are acceptable only as TL-2 devices. TL-3 devices are acceptable for TL-3 and TL-2. Manufacturers or material suppliers desiring to have impact attenuators approved shall prepare and submit Materials Details Sheets consisting of copies of drawings, specifications, test reports, and Federal acceptance letters, to the Director of the Materials Bureau. The review process requires a minimum of 45 calendar days. BASIS OF ACCEPTANCE. Expendable Impact Attenuators will be accepted at the contract site on the basis of the manufacturer=s name appearing on the Approved List, conformance to the appropriate Materials Details Sheets, and the manufacturer=s certification that the product delivered is in conformance with these specifications.

712-07INERTIAL BARRIER MODULES

SCOPE. This specification covers the material and performance requirements for sand-filled inertial barrier systems used for site hazard protection. GENERAL. Modules composing the array shall be free-draining with respect to residual moisture in the fill sand. Their lids shall be such that they divert precipitation and stop moisture from seeping into the

712-08VACANT

181 Section 700 STANDARD SPECIFICATIONS (USC) January 1, 2026 VOLUME 4 shell. Lids shall be fastened with a minimum of six equally spaced pop rivets or secured by other approved fasteners so as to provide a reasonably vandal resistant, closed barrel . MATERIAL REQUIREMENTS. The modules shall be federal yellow or as shown on the plans. They shall be durable, waterproof, resistant to deterioration from ultra-violet rays, deformation from dynamic loadings due to vibration in the placement area and long-term stresses induced by thermal expansion and contraction and fill settlement. The fill sand shall conform to the requirements of either 703-06, Cushion Sand, or 703-07, Concrete Sand. Sodium chloride, as dry rock salt, equal to 3-5 percent by weight of the sand, shall be thoroughly mixed into the sand. Sodium chloride shall meet the requirements of 712-03, Sodium Chloride. TESTS. To determine the crash worthiness of inertial barrier modules not on the NYSDOT's Approved List, an array containing each size module shall be subjected to crash tests to verify that the barrier system can safely decelerate an impacting vehicle. These tests shall be done in accordance with the National Cooperative Highway Research Program Report 350, test numbers, 3-40, 3-41, 3-42, 3-43 and 3-44. Evaluation criteria shall conform to the safety evaluation guidelines found in Table 5.1, as specified in Table 3.2. Crash cushion arrays shall be designed to conform to the occupant risk values found in NCHRP Report 350, Table 5.1, Criteria D, H and I. Any values deviating from these shall be justified by site and/or shape limitations, or cost, and approved by the Director, Materials Bureau. BASIS OF ACCEPTANCE. The Department requires the submission of Materials Details. The manufacturer or supplier shall prepare and submit the appropriate material in accordance with the procedural directives of the Materials Bureau. Upon approval by the Materials Bureau, the name of the product and/or supplier, and the reference number assigned to the approved Materials Details will be placed on the Approved List. Such products shall then be accepted on the basis of their brand and conformance to the approved Materials Details.

VACANT

(Last Revised May, 2019)

712-09FOR SITE MANAGER USE

712-10WARM MIX ASPHALT TECHNOLOGIES

SCOPE. This specification covers the material requirements for warm mix asphalt (WMA) technologies for use in asphalt mixtures. MATERIAL REQUIREMENTS. Warm mix asphalt technologies can either be organic or chemical additives or a foaming system. The organic, chemical, and foaming system used as additives in the Performance-Graded (PG) Asphalt Binders give the PG binder unique functional properties in th e production and placement of the asphalt mixtures. Warm Mix Asphalt Technologies:

Binders.

712-11ASPHALT RELEASE AGENTS

182 Section 700 STANDARD SPECIFICATIONS (USC) January 1, 2026 VOLUME 4

Performance-Graded (PG) Asphalt binder in the production of the asphalt mixture. Warm mix asphalt technologies shall be tested by the AASHTO Product Evaluation & Audit Solutions in accordance with their procedures and must meet the material specification listed in the table below. Material Specification Test Requirement PG Binder Properties, AASHTO M332 The resulting grade determination must not decrease more than 3 degrees from the true grade of the PG binder. Tensile Strength Ratio (TSR), AASHTO T283 ≥ 80% Rutting Test using the Hamburg Wheel Test, AASHTO T324 WMA cannot exceed ¼ inch (6 mm) difference from the control HMA. BASIS OF APPROVAL. The approval of the warm mix asphalt technologies shall be based upon satisfactory completion of the following:

DataMine Website.

List. A Foaming Process Warm Mix Asphalt Technology currently on the North East Asphalt User/Producer Group (NEAUPG) Qualified List can be added to the Department’s Approved List when requested by the supplier in lieu of testing by the AASHTO Product Evaluation & Audit Solutions. Upon approval by the Materials Bureau, the name of the technology, the technology provider, a contact, and technology details will be placed on the Approved List. Resubmittal of organic and chemical warm mix technologies to AASHTO Product Evaluation & Audit Solutions for product testing of a previously approved product is required every seven (7) years. The Foaming Process Warm Mix Asphalt Technology does not require resubmittal for product testing since there is no expiration date once it attains Approved List Status. BASIS OF ACCEPTANCE. The warm mix asphalt technology will be accepted based on the product appearing on the Approved List for the appropriate type of technology

ASPHALT RELEASE AGENTS

SCOPE. This specification covers the material requirements for asphalt release agents for use on asphalt mixture hauling equipment. Asphalt release agents are chemicals used for coating metal on truck beds, pavers, rollers, and hand tools to prevent the asphalt mixture from adhering to the metal. MATERIAL REQUIREMENTS. Asphalt release agents must meet the following requirements:

712-12ASPHALT ROOFING FELT

183 Section 700 STANDARD SPECIFICATIONS (USC) January 1, 2026 VOLUME 4 release agents in accordance with their procedures and must meet the material specification listed in the table below. Material Specification Test Requirement Asphalt Stripping Test No detrimental effects on Asphalt sample. Asphalt Performance Test No adherence of Asphalt to metal plate. BASIS OF APPROVAL. The approval of asphalt release agents shall be based upon satisfactory test results shown on AASHTO’s Datamine Web site. Upon approval by the Materials Bureau, the asphalt release brand, supplier’s name and location will be placed on the Approved List. Resubmittal to AASHTO Product Evaluation & Audit Solutions for product testing of a previously approved product is required every five (5) years. BASIS OF ACCEPTANCE. The asphalt release agent will be accepted based on the product appearing on the Approved List and the manufacturer’s certification.

ASPHALT ROOFING FELT

SCOPE. These specifications contain the material requirements pertaining to Asphalt Roofing Felt. MATERIAL REQUIREMENTS. Roofing shall conform to the requirements of the standard specifications for Asphalt-Saturated Roofing Felt for use in Waterproofing and in Constructing Built-Up Roofs, ASTM D226. BASIS OF ACCEPTANCE. Acceptance of this material will be based on the manufacturer's certification of compliance with these specification requirements.

712-13TIMBER AND LUMBER

GENERAL. Unless otherwise specified or noted upon the plans or in the itemized proposal, timber and lumber shall be of any kind acceptable to the Engineer. The material shall be sound, square-edged, free from shakes, loose knots or decay.

712-14STRESS GRADED TIMBER AND LUMBER

GENERAL. Stress graded timber and lumber shall be graded for the stress grade selected, in accordance with grading rules for the indicated stress grade, developed from ASTM D245. Commercial stress grades of timber and lumber, with grade descriptions providing material which will meet the indicated stress requirements under rules conforming to ASTM D245, will be acceptable. MATERIAL REQUIREMENTS. The manufacturer shall inspect and grade the timber and lumber. Each piece shall be clearly branded with the stress grade mark of the manufacturer's inspector. Stress graded timber and lumber will be subject to inspection by representatives of the Department, to whom the manufacturer shall supply three copies of its certification of inspection and piece tally. The Contractor shall furnish all facilities for the inspection of this material by the Department's representatives and shall allow them free access to all premises where inspections can be made. BASIS OF ACCEPTANCE. This material will be accepted on the basis of certification by the manufacturer that the timber and lumber has been inspected and stress graded under grading rules which

712-15GABIONS

184 Section 700 STANDARD SPECIFICATIONS (USC) January 1, 2026 VOLUME 4 conform to the requirements of ASTM D245. The certification shall show the identifying stress grade mark used by the manufacturer's inspector.

GABIONS

SCOPE. This specification covers the material and quality requirements for galvanized gabions and galvanized with polyvinyl chloride (PVC) gabions. GENERAL. The materials used in fabricating and filling of gabions shall comply to specifications and tests set forth below. MATERIAL REQUIREMENTS.

Gabions produced from welded wire shall conform to the requirements of ASTM A974. The physical properties of the PVC coating shall conform to the requirements of ASTM A975 or ASTM A974, as appropriate.

or ASTM A974, as appropriate.

Basket Depth or Height Minimum Stone Size Maximum Stone Size 12 inches Greater than 12 inches 4 inches 4 inches 8 inches 12 inches The soundness of all stone used for gabions shall be approved on the basis of a geologic evaluation in accordance with the control procedure in effect on the date of advertisement for bids. Prior to the evaluation, the Contractor shall stockpile the material. Where the State elects to conduct tests, a material will be rejected if it fails to meet the following criteria:

thawing.

of the magnesium sulfate soundness test.

shall be multiples (2, 3, or 4) of the horizontal width. The heights shall be fractions (1, 1/2, or 1/3) of the horizontal width. The horizontal width shall not be less than 3 feet. However, all gabions furnished by a manufacturer shall be uniform width. Dimensions for height, lengths and widths are subject to a tolerance limit of ± 5% of manufacturer's stated sizes. Gabions shall be fabricated in such a manner that the front, back, sides, ends, lid and diaphragms can be assembled at the construction site into a rectangular basket of the specified sizes. Gabions shall be of single-unit construction. The base, lid, ends, front and back shall be either woven into a single unit or one edge of these members connected to the base section of the gabion in such a manner that strength and flexibility at the point of connection is at least equal to that of the mesh. Where the length of the gabion exceeds its horizontal width, the gabion shall be equally divided by diaphragms of the same mesh and gage as the body of the gabion, forming cells such that the length does not

712-16PIGMENT FOR COLORED SYNTHETIC RESIN BINDER CONCRETE

185 Section 700 STANDARD SPECIFICATIONS (USC) January 1, 2026 VOLUME 4 exceed the horizontal width. The gabion shall be furnished with the necessary diaphragms secured in proper position on the base in such a manner that no additional tying at this juncture will be necessary. All perimeter edges of the mesh forming the gabion shall be securely selvedged so that the joints formed by tying the selvedges have at least the same strength as the body of the mesh. BASIS OF ACCEPTANCE. Each shipment of gabions to a job site shall be accompanied by a certification which states that the material conforms to the requirements of this specification. A shipment shall consist of all material arriving at the job site at substantially the same time. The certification shall be on company letterhead and shall be signed by an officer of the company having legal authority to bind the company.

PIGMENT FOR COLORED SYNTHETIC RESIN BINDER CONCRETE

SCOPE. This specification covers the material requirements for pigment used in colored synthetic resin binder concrete. MATERIAL REQUIREMENTS. The pigment shall be compatible with the synthetic resin binder material and shall provide the colored synthetic resin binder concrete with a non-fading, heat stable color. When the color specified is white, the pigment shall be Rutile Titanium Dioxide. BASIS OF ACCEPTANCE. Acceptance of this material shall be in accordance with procedural directives of the Department.

712-17WOOD CROSS TIES

SCOPE. This specification covers the material requirements for wood cross ties for railroads. MATERIAL REQUIREMENTS

Ash Beech Birch Black Gum Catalpa Cherry Elm Hackberry Locust Maple Mulberry Oak Sassafras Sycamore Walnut

considered well sawed as long as score marks are not more than 1/4 inch deep and the surfaces are even. Cross ties shall be straight, cut square at the ends, have bottom and top parallel, and have all bark entirely removed. A cross tie shall be considered straight only if it meets both of the following requirements:

other end of the tie, falls entirely within the width of the tie.

other end of the tie, is everywhere more than 2 inches from the top and 2 inches from the bottom of the tie.

WOOD CROSS TIES

186 Section 700 STANDARD SPECIFICATIONS (USC) January 1, 2026 VOLUME 4 The top and bottom of a tie will be considered parallel if any difference in the thickness at the sides or ends does not exceed 1/2 inch.

area(s)'. The rail bearing areas are those areas which lie between 20 and 40 inches on both sides of the mid-point of the tie length. The rail bearing area for switch ties is the area between 12 inches from each end of the switch tie. All determinations of width shall be made on the top of the tie. The top is defined as the narrower of the horizontal surfaces, or the surface with the least or no heartwood if both surfaces are the same width. Standard size thickness and width dimensions are shown in Table 712-17, and apply to the rail bearing areas. The dimensions of the tie shall not be averaged. All ties shall be 8 feet 6 inches long, or as required. TABLE 712-17 Size Dimensions in Rail Bearing Areas 3A 7 in. thick by 9 in. wide (top) 7 in. thick by 8 in. wide (top) 7 in. thick by 7 in. wide (top) minimum 8 in. wide through body 6 in. thick by 8 in. wide (top) 6 in. thick by 7 in. wide (top) 6 in. thick by 6 in. wide (top) minimum 7 in. wide through body

and width dimensions shown in Table 712-17. Length: Thickness: Width: plus 2 in., plus 2 in., plus 1 in., minus 1 in. minus 1/4 in. minus 1/4 in. It is not the intent of this specification that all ties shall be manufactured to the minimum allowable dimensions. A minimum of 75% of the ties presented for inspection shall conform to the dimensions shown in Table 712-17 without the application of the minus tolerances.

rejection.

length more than one-third the nominal width of the tie shall not be allowed.

of grain in excess of 1 in 15 shall not be allowed.

inches deep within the rail bearing areas, or more than one-fourth the width of the surface on which it appears and 3 inches deep outside the rail bearing area. Numerous holes shall not be allowed. Numerous holes are any number equalling a large hole in size.

WOOD CROSS TIES

187 Section 700 STANDARD SPECIFICATIONS (USC) January 1, 2026 VOLUME 4

one-fourth the width of the face on which it appears. Numerous knots shall not be allowed. Numerous knots are any number equalling a large knot in size.

seasoned and treated ties with check depths greater than one-fourth the thickness and longer than one-half the length of the tie shall not be allowed.

defect, ties shall be inspected with extra care for presence of decay in heavily stained areas.

from which the tie is cut. Wane which reduces the face dimension greater than 3 inches outside the rail bearing area shall not be allowed. In the rail bearing area, dimensions given in Table 712- 17 apply.

adjacent surface. In unseasoned ties, a split more than 1/8 inch wide or longer than 5 inches shall not be allowed. After treatment, a split in either end of the tie greater than 1/8 inch wide or longer than 5 inches is not acceptable without an anti-splitting device. A split tie which has had an anti-splitting device applied but which re-opens after treatment to exceed 1/2 inch in width is not acceptable.

rotation of more than 3.5O from end face to end face shall not be allowed.

of dowel embedded shall not be less than half the width or thickness through which it is placed. Use of lubricants to facilitate driving of dowels is prohibited.

Alternate methods may be used if the results are equal to those obtained by mechanical devices that press the tie together, drill and dowel in one or two operation. Dowelling by mechanical means is considered satisfactory as long as sufficient pressure is applied to completely close the split. Substitution of hand drills and pneumatic hammers for drilling dowels in switch ties is satisfactory as long as splits are held closed during dowelling by the use of clamps or other devices.

diameter of dowel. The minimum length of the hole shall be equal to the length of the dowel, except that holes drilled from the face opposite the face where the dowel enters shall be completely through the tie.

split. Two dowels shall be used to close each split. They shall be located a minimum of 4 inches and a maximum of 6 inches from the end of the tie. Where the tie is split parallel to the narrow faces, the 7 3/4 inches long dowels shall be located 1 1/2 inch plus or minus 1/4 inch

WOOD CROSS TIES

188 Section 700 STANDARD SPECIFICATIONS (USC) January 1, 2026 VOLUME 4 from each wide face. Where the tie is split parallel to the wide faces, 5 3/4 inches long dowels are driven 2 inches plus or minus 1/4 inch from each narrow face.

flush with the wood with a hammer. Dowels which protrude more than 1/4 inch after driving should be burned off with an oxyacetylene torch. However, dowels bent over flush with the surface of the wood will be accepted, provided this is done without splitting the wood.

angles and the greatest possible number of radial lines of the wood. Irons shall be placed far enough from the wide faces to prevent splitting of the tie.

“C” iron design. They will be of adequate size to prevent splitting of the tie.

Manual, Chapter 3, Section 1.9.2.1.

area of the tie.

wood will not prevent adequate penetration and retention of preservative. The producer may use any of the following methods as long as satisfactory results are obtained.

Preservers Association (AWPA) Standard C6, Cross Ties and Switch Ties - Preservative Treatment by Pressure Process. Stacking dates during the period of stacking shall be painted on the front of the stack. A maximum of 60 days age spread shall be allowed between the dates of the first ties stacked and the last ties stacked. Ties shall be stacked as grouped below: Group Ta Group Tc Group Td Black Locust Black Walnut Honey Locust Red Oaks White Oaks Black Gum Ash Beech Birches Catalpa Cherries Elms Hackberry Hard Maples Mulberries Sassafras Sycamores White Walnut

vapor drying or controlled air seasoning in accordance with AWPA Standard C6, Cross ties and Switch Ties - Preservative Treatment by Pressure Process.

712-18THRU 712-23 FOR SITE MANAGER USE

189 Section 700 STANDARD SPECIFICATIONS (USC) January 1, 2026 VOLUME 4

3, Standard Quality Control Procedures for Wood Preserving Plants. All cross ties shall be treated with creosote-coal tar solution conforming to AWPA Standard P2, Standard for Creosote and Creosote Solutions, Grade C. Grades A or B may be substituted for Grade C. Preservative treatment shall be carried out in accordance with AWPA Standard C1, All Timber Products - Preservative Treatment by Pressure Processing or C6, Cross Ties and Switch Ties - Preservative Treatment by Pressure Processes. The method used shall be the empty cell process by use of initial air to control retention. Retention of preservative shall be 7 pounds of preservative per cubic foot of wood. Retention shall be determined by gauge in accordance with paragraph 3.1 of AWPA Standard C1. When specified, pentacholorphenol in heavy AWPA Standard P9A solvent may be used as a preservative. Minimum retention shall be 0.4 pounds of preservative per cubic foot of wood. INSPECTION AND TESTING. The Contractor shall give the Materials Bureau thirty days written notice prior to the start of preservative treatment. This notice shall include at the minimum, the name of the tie treater, the location of the treating plant and that date of the initial treatment. The treating company is responsible for performing quality control in accordance with AWPA M3, Standard Quality Control Procedures for Wood Preserving Plants. All records required to be maintained in accordance with the quality control procedure shall be made available to the Department upon request. A Department representative may be assigned, at the option of the Materials Bureau, to perform sampling and inspection in accordance with Materials Bureau directives and AWPA M2, Standard For Inspection of Treated Timber Products. The producer shall furnish all facilities and equipment for the inspection and testing of the materials and workmanship. In the event plant inspection is waived, written notice will be provided to the tie treater by the Materials Bureau. The tie treater shall then supply the Materials Bureau with all preservative charge reports, which describe the treatment process and preservative retention, and written certification that the treatment and ties conform to these specifications. All treated ties shipped to the project site shall bear in legible form, the inspector's stamp of approval; however, in the event plant inspection has been waived, ties shall be shipped only if they are accompanied by a copy of the Materials Bureau notification waiving plant inspection. Treated ties shall be subject to final inspection and approval by the Engineer after arrival at the project site. SHIPMENT AND STORAGE. Ties delivered at the job site shall be stacked not less than 10 feet from the nearest rail of any track at suitable and convenient places. They shall not be stacked at public crossing or where they will interfere with the view of trainmen or of people approaching the railroad. Where room for spaced stacking is not available, ties may be piled together provided the lowest layer is at least 6 inches above the ground. BASIS OF ACCEPTANCE. The wood cross ties will be considered for acceptance in stock lot quantities at the treatment facility in accordance with procedural directives of the Materials Bureau.

THRU 712-23 FOR SITE MANAGER USE

712-24PRECAST CONCRETE PERMANENT SURVEY MARKERS

SCOPE. This specification covers the material and quality requirements for precast concrete permanent survey markers. MATERIAL REQUIREMENTS. The Material Requirements contained in §704-03 shall apply.

713-01TOPSOIL

190 Section 700 STANDARD SPECIFICATIONS (USC) January 1, 2026 VOLUME 4 DRAWINGS. The Drawing requirements contained in §704-03 shall apply. Precast permanent survey markers shall be fabricated to conform to the size and shape shown on the standard sheet unless otherwise shown on the plans. FABRICATION. The Fabrication requirements contained in §704-03 shall apply. SAMPLING AND TESTING. The Sampling and Testing requirements contained in §704-03 shall apply. MARKING. The Marking requirements contained in §704-03 shall apply, except as noted herein. Instead of marking the contract number on each unit they may be marked with “NYSDOT”. FINAL PRODUCTION INSPECTION. The Final Production Inspection requirements contained in §704-03 shall apply. SHIPPING. The Shipping requirements contained in §704-03 shall apply. BASIS OF ACCEPTANCE. The Basis of Acceptance requirements contained in §704-03 shall apply.

712-99FOR SITE MANAGER USE