704-99 for Site Manager Use
NEW YORK STATE DEPARTMENT OF TRANSPORTATION Section 700 STANDARD SPECIFICATIONS (USC) May 1, 202 4 VOLUME 4 704-99 FOR SITE MANAGER USE SECTION 705 - JOINT MATERIALS (Last Revised January, 20 20)
705-01 Preformed Cork Joint Filler
SCOPE. This specification contains the material requirements pertaining to preformed cork joint filler. GENERAL. The Joint Filler shall be of the dimensions shown on the plans or listed in the specifications. Each pi ece shall be plainly marked with the manufacturer's name. MATERIAL REQUIREMENTS. Preformed Cork Joint Filler shall conform to the requirements of ASTM D1752, Type III (Self -expanding Cork). BASIS OF ACCEPTANCE. Acceptance of this material will be based on the manufacturer's certification of compliance with these specification requirements.
705-02 Highway Joint Sealants
SCOPE. This specification covers the material requirements for highway joint sealants. Highway joint sealants are hot -applied joint and crack sealants for use in sealing joints and cracks in Portland Cement Concrete (PCC) and Asphalt pavements. MATERIAL REQUIR EMENTS. Highway joint sealants must meet the following requirements:
A.The material shall be tested by the National Transportation Product Evaluation Program (NTPEP) for joint and crack sealants for PCC and asphalt pavements in accordance with their pro cedures.
B.ASTM D6690, Type II or Type IV. BASIS OF APPROVAL. The approval of highway joint sealants shall be based upon satisfactory test results from the National Transportation Product Evaluation Program (NTPEP). Upon approval by the Materials Bure au, the joint sealant’s brand, supplier’s name and location will be placed on the Approved List. Resubmittal to NTPEP for product testing of a previously approved product is required every three years. The field testing of the product will not be required for resubmittal samples to NTPEP. BASIS OF ACCEPTANCE. The highway joint sealant will be accepted based on the product appearing on the Approved List for the appropriate sealant class and the manufacturer’s certification.
705-03 Preformed Rubber Joint Filler
SCOPE. This specification contains the material requirements pertaining to preformed rubber joint filler. GENERAL. The joint filler shall be of the di mensions shown on the plans or in the specifications. MATERIAL REQUIREMENTS. Preformed Rubber Joint Filler shall conform to the requirements of the Standard Specifications for ASTM D1752, Type (Sponge Rubber), except that the use of reclaimed rubber or factice will be permitted.
705-04 Vacant
NEW YORK STATE DEPARTMENT OF TRANSPORTATION Section 700 STANDARD SPECIFICATIONS (USC) May 1, 202 4 VOLUME 4 BASIS OF ACCEPTANCE. Acceptance of this material will be based on the manufacturer's certification of compliance with these specification requirements.
705-04 Vacant
705-05 Silicone Joint Sealants for Pavements
SCOPE. This specification covers the material requirements for silicone joint sealants for pavements. GENERAL. Use equipment meeting §502 -2.04 J, Joint Sealing (Silicone). Install the sealant in accordance with the manufacturer’s written instructions. MAT ERIAL REQUIREMENTS. Silicone Joint Sealant shall conform to the following requirements: Property Test Method Specification ASTM D 5893 Tack -Free Time, min. ASTM C 679 5 hrs. ± 10 min. Accelerated Weathering ASTM C 793 Satisfactory Flow ASTM C 639 No Flow Modulus of Elongation ASTM D 412 600% (Minimum) Bond, Non -Immersed ASTM D 5329 Satisfactory BASIS OF ACCEPTANCE. Acceptance of this material will be based on the manufacturer's name appearing on the Approved List for Joint Materials, Pavement for Silicone Joint Sealants (705 -05).
705-06 Caulking Compound for Structures
SCOPE. This specification covers the material requirements for caulking compound for structures. GENERAL. Caulking compound shall be applied with either a pneumatic or ratchet hand gun. MATERIAL REQUIREMENTS. Caulking compound shall be a material which comp lies with Federal Specification TT -S-230 Sealing Compound, Synthetic -Rubber Base, Single Component, Chemically Curing. The color of the compound shall be cement mortar grey when tested in the manner described in TT-S-230 and compared against a color stand ard in possession of the Materials Bureau. This standard will be made available upon written request. BASIS OF ACCEPTANCE. Acceptance of this material will be based on the manufacturer's certification of compliance with these specification requirements.
705-07 Premo Lded Resilient Joint Filler
SCOPE. This specification contains the material requirements for premo lded resilient joint filler. GENERAL. The joint filler shall be of the dimensions shown on the plans or listed in the specifications. When the material is delivered cut to dimension, it shall be banded in bundles of convenient size. MATERIAL REQUIREMENTS. The premo lded resilient joint filler shall conform to the requirements of ASTM D1751. The asphalt content requirement may be waived if t he material meets other requirements of D1751 based on supplementary testing performed by the Materials Bureau.
705-08 Preformed, Closed -Cell Foam Material
NEW YORK STATE DEPARTMENT OF TRANSPORTATION Section 700 STANDARD SPECIFICATIONS (USC) May 1, 202 4 VOLUME 4 BASIS OF ACCEPTANCE. Application for approval of premo lded resilient joint filler shall be submitted to the Director, Materials Bureau. Upon approval, the product name and its manufacturer will be placed on the Department's Approved List. Each lift or bundle of joint filler shall be tagged by the manufacturer; the product will be accepted at the work site on the basis of the name and manu facturer of the product appearing on the tag and the Approved List. The Department reserves the right to sample and test the material after delivery at the project site.
705-08 Preformed, Closed -Cell Foam Material
SCOPE. This specification covers the requirements for preformed, closed -cell foam material. MATERIAL REQUIREMENTS
A.General. Closed -cell foam material is used primarily as the joint seal in structural expansion joint systems. The joint material shall remain unaffected by road salts and petroleum products. The material shall also be capable of maintaining a waterproof joint w ithin the range of 50% compression and 25% tension. The joint material shall have grooves along the entire length of the bond surfaces for enhanced bonding performance. The grooves shall be 1/8 inch deep × 1/8 inch wide and spaced from 1/4 inch to 1/2 inch apart.
B.Installation . Install the preformed, closed -cell foam material according to the manufacturer’s recommended procedure. If a bonding agent is required, it shall be one which is recommended by the manufacturer.
C.Physical Properties. The joint material shall be a closed -cell, cross linked, expanded polyethylene. Material will meet the properties of Table 705 -1. TABLE 705 -1 Property Test Method Specification Minimum Maximum Extrusion ASTM D545 @ 50% Compression 3 Sides Restrained -- 1/4 inch Compression Deflection ASTM D3575, Suffix D 50% Deflection @ 80°F 10 psi 60 psi Density ASTM D3575, Suffix W, Method A 2 pcf 3 pcf Water Absorption ASTM D545 -- 3 % Compression Set ASTM D1056, 50% Deflection for 22 hrs. @ 70 ± 5°F -- 15%@168hrs. DIMENSIONS. The joint material shall be of the thickness and width described in the contract documents within a tolerance of +10% and -2%. Joint material shall be heat welded to the proper dimensions by the manufacturer. No glue or chemical agents shall be used to join pieces together. No laminations in width shall be allowed. BASIS OF ACCEPTANCE. Acceptance of this material will be based on the product name appearing on the Department’s Approved List for Preformed Closed -Cell Foam Material.
705-09 Preformed Elastic Bridge Joint Sealer
NEW YORK STATE DEPARTMENT OF TRANSPORTATION Section 700 STANDARD SPECIFICATIONS (USC) May 1, 202 4 VOLUME 4 705-09 PREFORMED ELASTIC BRIDGE JOINT SEALER SCOPE. This specification covers the material requirements for preformed elastic bridge joint sealer for use in bridge joints. MATERIAL REQUIREMENTS. The preformed elastic joint sealer material shall be vulcanized elastomeric compound using polymerized chloroprene as the only basic elastomer.
A.Flexibility. The sealer shape shall be capable of withstanding compression, rotation, or other joint movements without change in the position of the point of foldability, misalignment, or other conditions felt detrimental by the Director, Materials Bureau. The sealer shall exhibit sufficient sealing pressures throughout its expected compression range to assure that no deleterious materials enter the joint. The joint sealer material shall be tested in accordance with AASHTO M297 except that Compression Deflection prope rties shall be determined in accordance with Department written instructions. Compression Deflection Properties, LC min and LC max, shall comply to that specified in Table 705 -2. Test specimens shall be cut and/or buffed from joint seal samples. TABLE 705-2 COMPRESSION DEFLECTION PROPERTIES Nominal Seal Size (in.) LC Min.% LC Max.% 3 or less 3 1/2 DIMENSIONS. The measured width and depth of joint seal material shall meet the minimum and maximum allowable dimensions as determined from the original drawings and the applied tolerances.
A.Dimensional Tolerances. The nominal height of the uncompressed sealer shall be greater than or equal to the nominal uncompressed width. The measured width and height of joint material shall satisfy the minimum and maximum allowable dimensions as determined from the nominal dime nsions shown on the approved drawings and the following dimensional tolerances. A dimensional tolerance of ±5% of the nominal dimensions shall be applied to seals less than 4 inches in width. A dimensional tolerance of ± 1/4 inch shall be applied to the n ominal dimensions for seals greater than or equal to 4 inches in width. SERVICEABILITY
A.Installation and Performance Requirements . Each lot of joint sealer submitted for Department approval shall demonstrate that it possesses the properties necessary for satisfactory field installation. The sealer shall not exhibit any twisting, rolling, misalignment of opposite top edges, tendencies to trap incompressibles or any other qualities which shall be deemed detrimental by the Department to the sealer's pro per installation and performance.
B.Joint Wall Contact with Sealer. The top edges of the vertical walls shall remain in contact with the joint sealer faces throughout the compression range to which the sealer will be subjected in use.
705-10 Preformed Elastic Longitudinal Joint Seal
NEW YORK STATE DEPARTMENT OF TRANSPORTATION Section 700 STANDARD SPECIFICATIONS (USC) May 1, 202 4 VOLUME 4 C. Lubricant. The lubricant used to install the sealer shall conform to the requirements of '705-13, Lubricant for Preformed Elastic Joint Sealer, unless otherwise specified in the proposal. BASIS OF ACCEPTANCE. Preformed elastic bridge joint sealer will be accepted on the basis of the manufacturer's name and location appearing on the Department’s Approved List and a material certification that specifies the product conforms to this specification.
705-10 Preformed Elastic Longitudinal Joint Seal
SCOPE. This specification covers the material requirements for preformed elastic joint seal for use in longitudinal concrete pavement joints. GENERAL. The preformed elastic material shall be a vulcanized elastomeric compound using polymerized chloroprene as the only basic elastomer. The shape of any joint seal shall be approved by the Director of the Materials Bureau prior to the submission of any in dividual production lot for approval. Such approval shall be requested in writing and be accompanied by a detailed drawing of the shape and a 1.5 foot length of the proposed seal. The lubricant used to install the joint seal shall conform to 705-13, Lub ricant for Preformed Elastic Joint Sealer, unless otherwise specified. MATERIAL REQUIREMENTS
A.Physical Requirements. The joint seal material shall be tested in accordance with AASHTO M220 and meet the physical requirements therein. The requirements for compression -deflection, ozone resistance, and low -temperature recovery @ 14OF are waived. The minimum percentage requirements for low -temperatur e recovery at -20OF, and for high temperature recovery at 212OF, shall be modified to 75%. Measurements fo r recovery may be made using an electronic caliper in addition to methods specified. The following exceptions shall be made to the recovery test when the seal shape has lips (a small protrusion on the top longitudinal edge). The seal shall be compressed to 50% of the nominal width of the seal. The denominator for the percent recovery calculation, however, shall be the width between the outer edges of the lips provided on the manufacturer's drawing. The numerator or recovered width shall be measured bet ween the outer edges of the lips. BASIS OF ACCEPTANCE. Preformed elastic longitudinal joint sealer will be accepted on the basis of a material certification that specifies the product conforms to this specification.
705-11 Polyvinyl Chloride Extruded Sh Apes and Sheet Material
SCOPE. This specification covers the quality requirements for polyvinyl chloride extruded shapes and sheet material for use in expansion, contraction, construction joints and drainage troughs. GENERAL. The PVC material from whic h the shapes shall be extruded shall not contain any reclaimed, reground or reworked material whatsoever, but shall be compounded from virgin PVC resins, plasticizers, stabilizers and such materials that when compounded it shall meet the physical requireme nts contained in this specification. Material shall be extruded in such a manner that all cross sections shall be dense, homogeneous and free from porosity or other imperfections. The dimensional tolerances shall be as shown on the plans. All splices shall be heat welded as approved by the Engineer. Each extrusion shall be plainly marked at 5 foot intervals with the manufacturer's name, lot number, and type.
705-12 Preformed Elastic Transverse Con Traction and Expansion Joint Seal
NEW YORK STATE DEPARTMENT OF TRANSPORTATION Section 700 STANDARD SPECIFICATIONS (USC) May 1, 202 4 VOLUME 4 MATERIAL REQUIREMENTS. The material for the extruded shapes shall meet the following performance requirements: Property ASTM Test Method Requirement Tensile strength, psi Ultimate elongation, percent Hardness, Type A durometer Resistance to alkali Weight change, percent Hardness, Type A durometer points change Tensile strength, percent change Water absorption, 48 hours percent Specify gravity D412, Die C D412, Die C D2240 * D543 ** - - - D570 D792 1400 min. 250 min. 65-88 - -0.10 to +0.25 +5 -15 max. 0.5 max. 1.42 max * The hardness test shall be performed in accordance with D2240 except that the material is pressed to the durometer by thumb. ** Resistance to alkali. A specimen, weighing about 2.65 oz , will be cut from the sample. The specimen will be washed in tap water, rinsed with distilled water, wiped with a clean cloth, and allowed to dry in laboratory air for approximately 1 hour. Th e weight of eac h specimen, to the nearest 0.000035 oz , will be recorded. The durometer reading will be taken as noted above. The specimens will be completely immersed in a freshly made solution containing 0.18 oz of chemically pure potassium hydroxide and 0.18 oz of chemically pure sodium hydroxide in one quart of distilled water, kept at 21 E to 24 EC. At the end of seven days the specimens will be removed, rinsed with distilled water, the surfaces wiped with a clean cloth, and allowed to dry in laborator y air for appro ximately 1 hour. The weight and durometer hardness will be measured and recorded. Tensile strength shall be determ ined as noted above. The weight and tensile strength change shall be reported as a percentage of the original readings. The hardness change will be reported as the change relative to the original reading.
A.Cold Bend Test. A cold bend test shall be made by subjecting a 1/2 inch by 6 inch by 1/8 inch strip of extrusion material to a temperature of -20OF for 2 hours. The strip shall immediately thereafter be bent 180 degrees around a rod of 1/4 inch diameter by applying suf ficient force to hold the sample in intimate contact with the rod. The sample shall then be examined for evidence of cracking. There shall be no cracking of the samples. BASIS OF ACCEPTANCE. Polyvinyl chloride extruded shapes and sheet material will be accepted on the basis of the manufacturer's name and location appearing on the Department’s Approved List and a material certification that specifies the product conforms to this specification.
705-12 Preformed Elastic Transverse Contraction and Expansio N Joint
SEAL SCOPE. This specification covers the material requirements for preformed elastic joint seal for use in transverse contraction joints and transverse expansion joints in concrete pavement. GENERAL. The preformed elastic material shall be a v ulcanized elastomeric compound using polymerized chloroprene as the only basic elastomer. The shape of any joint seal, from any manufacturer, shall be approved by the Director of the Materials Bureau prior to the submission of any individual production lo t for approval. Such approval shall be requested in writing and be accompanied by a detailed drawing of the shape and a 15 foot length of the proposed seal. The lubricant used to install the joint seal shall conform to 705 -13, Lubricant for Preformed Ela stic Joint Sealer, unless otherwise specified. MATERIALS REQUIREMENTS
705-12 Preformed Elastic Transverse Contraction and Expansion Joint Seal
NEW YORK STATE DEPARTMENT OF TRANSPORTATION Section 700 STANDARD SPECIFICATIONS (USC) May 1, 202 4 VOLUME 4 A. Geometric Requirements. Joint seals shall meet the geometric requi rements in the following table: PROPERTY OR REQ. AT SPECIF IED WIDTH TYPE OF SEAL 21/32 inch Transverse Contraction 25/32 inch Transverse Contraction 1 1/4 inch Transverse Contraction 1 5/8 inch Transverse Expansion Overall width, min. 21/32 in. 25/32 in. 1 1/4 in. 1 5/8 in. Contact Dimension, min. 21/32 in. @ 5/8 in. width 25/32 in. @ 5/8 in. width 7/8 in. @ 1 in. width 7/8 in. @ 1 1/4 in. width Overall depth, max. 2 in. @ 1/2 in. width 2 in. @ 1/2 in. width 2 in. @ 5/8 in. width 2 in. @ 7/8 in. width
B.Physical Requirements. For all properties except compression -deflection , low -temperature recovery @ 14OF, and ozone resistance, the joint seal material shall be tested in accordance with AASHTO M220 and meet the physical requirements therein. The requirements for compression - deflection, low -temperature recovery @ 14OF and ozone resistance are waived.. Meas urements for recovery may be made using an electronic caliper in addition to methods specified. The following exceptions shall be made to the recovery test when the seal shape has a lip (a small protrusion at the top longitudinal edge). The seal shall be compressed to 50% of the nominal width of the seal. The denominator for the percent recovery calculation, however, shall be the width between the outer edges of the lips on the manufacturer's drawing. The numerator or recovered width shall be measured be tween the outer edges of the lips.
C.Force -Deflection Requirements. Force -Deflection properties shall be determined in accordance with the force -deflection test established by the Materials Bureau. A description of this test is available on request from the Materials Bureau. The preformed elastic transverse joint seal shall conform to the following force -deflection requirements: PROPERTY OR REQ. AT SPECIFIED WIDTH TYPE OF SEAL 21/32 inch Transverse Contraction 25/32 inch Transverse Contraction 1 1/4 inch Transverse Contraction 1 5/8 inch Transverse Expansion Min. Resisting Force (lb/in) 2.85 @ 5/8 in. width 2.85 @ 5/8 in. width 2.85 @ 1 in. width 2.85 @ 1 1/4 in. width Max. Resisting Force (lb/in) 10.9 @ 1/2 in. width 9.14 @ 1/2 in. width 12.0 @ 5/8 in. width 20.0 @ 7/8 in. width The seal shall not creep more than 1/4 inch horizontally during force -deflection testing, nor shall there be any loss of contact between the top edges of the seal and the compression plates. All test sections used in the above procedures shall be cut and/or buffed from the joint seal specimens.
705-13 Lubricant for Preformed Elastic Joint Sealer
NEW YORK STATE DEPARTMENT OF TRANSPORTATION Section 700 STANDARD SPECIFICATIONS (USC) May 1, 202 4 VOLUME 4 BASIS OF ACCEPTANCE. Preformed elastic transverse contraction expansion joint sealers will be accepted on the basis of a material certification that specifies the product conforms to this specification.
705-13 Lubricant for Preformed Elastic Joint Sealer
SCOPE. This specification covers the lubricant used for the installation of preformed elastic joint sealers. GENERAL. The lubricant shall be a one -component polychloroprene compound containing only soluble phenolic resins blended together with anti -oxidants and acid acceptors in an aromatic hydrocarbon solvent mixture. MATERIAL REQUIREMENTS. The lubricant shall meet the following physical requirements: For use with concrete pavement sealers the lubricant shall conform to the requirements of ASTM D283 5. For use with bridge sealers the lubricant shall conform to the requirements of ASTM D4070. PACKAGING. Each lot of the lubricant shall be delivered in containers plainly marked with the manufacturer's name or trademark, lot number and date of manufactu re. BASIS OF ACCEPTANCE. The basis of acceptance for the lubricant shall be the manufacturer's certification as to compliance with this specification which shall accompany the material delivered to the job site. Any lubricant not used within 270 days of its manufacture shall be unacceptable. The Department reserves the right to sample and test this material subsequent to delivery at the project site.
705-14 Longitudinal Joint Ties
SCOPE. This specification details the requirements for longitudinal joint ties (LJTs) and their support assemblies used at longitudinal joints in portland cement concrete (PCC) pavement. GENERAL. LJTs are either one -piece deformed bar reinforcement or multiple -piece systems consisting of def ormed bar reinforcement with 1 or 2 threaded ends and a coupler. For longitudinal joints between lanes placed simultaneously, one -piece LJTs must be supported by an assembly that secures them in position when the assembly is affixed to the underlying pave ment layer. For longitudinal joints between lanes placed separately, the LJTs are either: • Loose, one -piece, deformed bars drilled and anchored into the vertical placement edge. • Loose, multiple -piece systems. In the latter case, the first piece is bolted to the paving forms in the initial concrete placement and the second piece threaded into the first piece after form removal from the initial placement. Refer to Section 502, PCC Pavement, to identify which method is used. All LJTs not referenced on the Department’s Approved List entitled “Longitudinal Joint Ties (705-14),” under “Joint Materials, Pavement,” will be subject to approval testing before their use is allowed on Department contracts. Submit approval applications to the Director, Material s Bureau, at least 120 days before their intended use. Approved LJTs and their support assemblies will be placed on the Approved List and referenced by the drawing number and approval date. Any change to a previously approved LJT requires approval by th e Director, Materials Bureau, before its use. In case of conflict between the requirements of this specification and specifications referenced herein, the requirements of this specification or the instructions of the Director, Materials Bureau, will apply .
705-14 Longitudinal Joint Ties
NEW YORK STATE DEPARTMENT OF TRANSPORTATION Section 700 STANDARD SPECIFICATIONS (USC) May 1, 202 4 VOLUME 4 The Department may perform supplementary sampling and testing of the LJTs that arrive at Department contracts. MATERIAL REQUIREMENTS
A.Deformed Bar Reinforcement. Obtain deformed bar reinforcement from a manufacturer appearing on the Department’s Approved List entitled “Reinforcing Bars (709 -01),” under “Reinforcing, Steel.” Use number 6 deformed bars made of Grade 60 steel. Materials other than steel may be pro posed, but their use is subject to the approval of the Director, Materials Bureau. Use one -piece LJTs having lengths as required by Section 502, PCC Pavement, and the associated 502 Standard Sheets for PCC Pavement, i.e.: • 36 inches between travel lanes p laced simultaneously (in support assemblies). • 28 inches between travel lanes placed separately (drill and anchor method). • 20 inches between a travel lane and PCC shoulder placed simultaneously (in support assemblies). • 18 inches between a travel lane and PC C shoulder placed separately (drill and anchor method). Use multiple -piece LJTs having lengths of 36 inches between travel lanes placed separately and 20 inches between a travel lane and a PCC shoulder placed separately. The length of a multiple -piece LJT includes only the deformed bar segment lengths, not the thread lengths nor the coupling length. When assembled, the coupler must cover all threads in the thre aded ends.
B.Coatings. All LJT components must be epoxy -coated steel except for threaded connections. Coatings other than epoxy (and their applicators) may be proposed, but their use is subject to the approval of the Director, Materials Bureau. Use an epoxy coating appearing on one of the following Approved Lists under, “Reinforcing, Epoxy and Coating:” • Epoxy Coatings for Steel Reinforcing Bars (709 -04). • Epoxy Coatings for Longitudinal Joint Ties (705 -14). Apply the epoxy coating in accordance with “Coating Application” in §709 -04, Epoxy Coated Bar Reinforcement, by an epoxy coating applicator appearing on one of the following Approved Lists under “Reinforcing, Epoxy and Coating:” • Applicators for Steel Reinforcing Bars (709 -04). • Epoxy Coatings for Longitudinal Joint Ties (705 -14). Coatings must be continuous over the bar length, including couplers for multiple -piece ties, and 8 - 12 mils thick. Coatings must be within 1/4 inch of threaded ends in multiple -piece ties. The cross - sectional ends of the bars may be uncoated. Damaged coatings may be repaired at the epoxy coating applicator’s facility or at the fabricator’s facility in accordance with “Repair of Coated Bars” in §709 -04, Epoxy Coated Bar Reinforcement. Field repair of damaged coating is allowed, provided the damage is less than 1 inch long in any direction and more than 4 inches from the center of the bar or the threaded ends. Use a patching material supplied by the epoxy coating manufacturer that is compatible with the epoxy coating and inert in concrete. Follow the manufacturer’s written recommendations regarding surface preparation and application. Provide those recommendations to the Engineer before field repairs are
705-14 Longitudinal Joint Ties
NEW YORK STATE DEPARTMENT OF TRANSPORTATION Section 700 STANDARD SPECIFICATIONS (USC) May 1, 202 4 VOLUME 4 made. Apply the patching material to the damaged area only. Dip ping the bar into the patching material, or liberally coating undamaged areas, is not allowed. Epoxy -coated bars with perforations, cracks, other damage, or improperly applied coatings will be rejected.
C.LJT Support Assemblies. Support one -piece LJTs in longitudinal joints between lanes placed simultaneously in assemblies or “baskets” that securely hold more than 1 LJT in position as detailed in Geometric Requirements below. Fabricate the assemblies using steel wire as depicte d in the approved Materials Details. Affix 1 or both ends of each LTD to the assembly by welding or mechanical fixation within 2 inches of the end of the LJT.
D.Corrosion Inhibitors for Threaded Connections (Multiple -piece LJTs Only). Use one of the following: • Medium setting asphalt emulsion meeting Table 702 -4 or Table 702 -5. • Thread -sealing compound approved by the Materials Bureau. Apply the corrosion inhibitor to all threaded connections before the LJTs are assembled such that all surfaces of the assembled LJT are covered with an unbroken seal of epoxy coating or corrosion inhibitor. Do not apply corrosion inhibitors to bolts that hold multiple -piece LJTs to forms. GEOMETRIC REQUIREMENTS. Unless otherwise indicated in the contract documents, fabricate the support assemblies or bolt multiple -piece LJTs to forms such that the: • Assembly holds at least 2 LJTs. • Entire longitudinal axis of each bar is located at the middepth of the pavement s lab ( 1 inch ). • Longitudinal axes of the bars are aligned perpendicular to the pavement centerline and parallel with the pavement surface such that the maximum misalignment of 1 bar end relative to the other is 1 inch . • Midpoint of the longitudinal axis of each bar is at the center of the joint ( 1 inch ). • Longitudinal axes of adjacent bars do not exceed the maximum spacing identified in the contract documents. • Bars are 3 inches (minimum) away from other LJTs or transverse joint supports . TESTS
A.Materials Details – LJT Support Assemblies. The LJT manufacturer must submit 3 Materials Details (shop drawings) to the Director, Materials Bureau, for review and approval before any other testing begins. The Materials Details must depict t he following minimum information: • Manufacturer’s name, address, telephone number, fax number, and e -mail address. • Drawing number. • Support assembly dimensions and tolerances. • LJT positioning within the joint support assembly. • LJT ASTM steel grade designati on. • A cross section showing the relative positioning of LJTs to their support legs. • Method used to affix LJTs to the support assembly and the locations of points of fixation. • Methods used to affix wires together in the support assembly and the locations of points of fixation.
705-14 Longitudinal Joint Ties
NEW YORK STATE DEPARTMENT OF TRANSPORTATION Section 700 STANDARD SPECIFICATIONS (USC) May 1, 202 4 VOLUME 4 • Diameter of wires used in joint support assembly fabrication including wires used as assembly frames, LJT support legs, stakes, and spacer wires, if any. • A detail of wire legs that hold LJTs to the support assembly. • A detail of the st akes used to hold the supports to the underlying pavement layers during construction. • The positioning and number of stakes required to hold the supports to the underlying pavement layers during construction. The minimum number of stakes must equal the num ber of LJTs in the assembly.
B.Materials Details – Multiple -Piece LJTs. The LJT manufacturer must submit 3 Materials Details (shop drawings) to the Director, Materials Bureau, for review and approval before any other testing begins. The Materials Details must depict the following minimum information: • Manufacturer’s name, a ddress, telephone number, fax number, and e -mail address. • Drawing number. • Length of threaded ends. • Thread size designations. • LJT ASTM steel grade designation. • Coupler dimensions and tolerances. • Method used to affix LJTs to forms.
C.Joint Support Assembli es. Submit 2 complete LJT support assemblies and 6 loose, epoxy -coated LJTs to the Director, Materials Bureau, for conformance verification with the submitted Materials Details and this specification.
D.One-Piece LJTs. In addition to meeting Grade 60 yield strength requirements of the ASTM designation indicated on the Materials Details, epoxy -coated deformed bars must meet the Chemical Resistance, Cathodic Disbondment, Salt Spray Resistance, Coating Flexibility, Relative Bond Strength in Concrete, and I mpact Test requirements of AASHTO M284 (ASTM A775), Epoxy Coated Steel Reinforcing Bars.
E.Multiple -Piece LJTs. Submit 12 multiple -piece LJTs to the Director, Materials Bureau, for conformance verification with the submitted Materials Details and this s pecification. When assembled, the multiple -piece ties shall have minimum yield strengths of 60 ksi . Also, multiple -piece LJTs must meet the Chemical Resistance, Cathodic Disbondment, Salt Spray Resistance, Coating Flexibility, Relative Bond Strength in C oncrete, and Impact Test requirements of AASHTO M284 (ASTM A775), Epoxy Coated Steel Reinforcing Bars. BASIS OF ACCEPTANCE. Longitudinal Joint Ties will be accepted at the contract based on the Manufacturer’s appearance on the Department's Approved List entitled “Longitudinal Joint Ties (705 - 14),” under “Joint Materials, Pavement.” The contractor shall provide 2 copies of each of the following to the Engineer: • Approved Materials Details identified by drawing number and approval date as shown on the Appr oved List. • Manufacturer’s certification that the LJTs were manufactured in accordance with this specification and the submitted Materials Details. • The name, address, telephone number, and e -mail address of the rolling mill that manufactured the LJTs and the mill’s certification as to the type, grade, and ASTM designation of steel used in the LJTs.
705-15 Tra Nsverse Joint Supports
NEW YORK STATE DEPARTMENT OF TRANSPORTATION Section 700 STANDARD SPECIFICATIONS (USC) May 1, 202 4 VOLUME 4 • The brand name of the epoxy coating used on the LJTs and the name, address, telephone number, and e -mail address of the manufacturer. • The name, address, telepho ne number, and e -mail address of the epoxy coating applicator and the applicator’s certification that the coatings were applied in conformance to this specification. • The brand name of the corrosion inhibitor for threaded coatings used on multiple -piece LJT s and the name, address, telephone number, and e -mail address of the manufacturer.
705-15 Transverse Joint Supports
SCOPE. This specification details the requirements for load transfer devices (LTDs) and their support assemblies used at transverse joints in portland cement concrete (PCC) pavement. GENERAL. All Transverse Joint Supports not referenced on the Department's Approved List entitled “Transverse Joint Supports (705 -15),” under “Joint Materials, Pavement,” will be subject to approval testing before their use is allowed on Department contracts. Sub mit approval applications to the Director, Materials Bureau, at least 120 days before their intended use. Approved supports will be placed on the Approved List and referenced by the drawing number and approval date. Any change to a previously approved transverse joint support requires approval by the Director, Materials Bureau before its use. In case of conflict between the requirements of this specification and specifications referenced herein, the requirements of this specification or the instruction s of the Director, Materials Bureau, will apply. The Department may perform supplementary sampling and testing of the joint supports assemblies that arrive at Department contracts. MATERIAL REQUIREMENTS
A.Dowels. Dowels are the LTD component of transver se contraction and expansion joint support assemblies. They are also used at transverse construction joints. Obtain dowels from a manufacturer appearing on the Department’s Approved List entitled “Reinforcing Bars (709 -01),” under “Reinforcing, Steel.” Use 18 inch long dowels made of plain, Grade 60 steel bar reinforcement having uniform circular cross sections for their entire lengths. Saw cut dowel ends such that they are free of burrs or projections. Materials other than steel may be proposed, but th eir use is subject to the approval of the Director, Materials Bureau. Dowel diameters vary with pavement thickness as detailed in the Section 502 Standard Sheets. Coating thickness is not included in the dowel diameter.
B.Deformed Bar Reinforcement. Deformed bar reinforcement is the LTD component of transverse hinge joint support assemblies. Obtain bars from a manufacturer appearing on the Department’s Approved List entitled “Reinforcing Bars (709 -01),” under “Reinforcing, Steel.” Use number 6 deformed bars, 24 inches long, made of Grade 60 steel. Materials other than steel may be proposed, but their use is subject to the approval of the Director, Materials Bureau.
C.Coatings. Steel LTDs (dowels and deformed bars) must be epoxy coated. Coating s other than epoxy (and their applicators) may be proposed, but their use is subject to the approval of the Director, Materials Bureau. Use an epoxy coating appearing on one of the following Approved Lists under, “Reinforcing, Epoxy and Coating:” • Epoxy Coatings for Steel Reinforcing Bars (709 -04). • Epoxy Coatings for Longitudinal Joint Ties (705 -14).
705-15 Transverse Joint Supports
NEW YORK STATE DEPARTMENT OF TRANSPORTATION Section 700 STANDARD SPECIFICATIONS (USC) May 1, 202 4 VOLUME 4 Apply the epoxy coating in accordance with “Coating Application” in §709 -04, Epoxy Coated Bar Reinforcement, by an epoxy coating applicator appearing on one of the following Approved Lists under “Reinforcing, Epoxy and Coating:” • Applicators for Steel Reinforcing Bars (709 -04). • Epoxy Coatings for Longitudinal Joint Ties (705 -14). • Epoxy Coatings for Dowel Bars for Transverse Joint Supports (705 -15). Coatings must be continuous over the length of the LTD and 10 - 18 mils thick, except for the cross -sectional ends, which may be uncoated. Field repair of damaged coatings is not allowed. Plant or facility repairs are not allowed unless the damage resul ts from welding or mechanical fixation to the support assembly and is within 1 inch of the weld or fixation point. Such damage must be repaired before visible rust occurs. Use a patching material supplied by the epoxy coating manufacturer that is compati ble with the epoxy coating and inert in concrete. Apply the patching material to the damaged area only. Dipping the LTD into the patching material, or liberally coating undamaged areas, is not allowed. Supports containing LTDs with perforated, cracked, otherwise damaged, or improperly applied coatings will be rejected. Completely coat each dowel with a bond breaker applied at the epoxy coating applicator facility or the joint support assembly facility. The bond breaker is subject to approval by the Mate rials Bureau. Do not apply a bond breaker to deformed bar reinforcement.
D.Premo lded Resilient Joint Filler (§705 -07). Use 3/8 - 5/8 inch thick filler in transverse expansion joint assemblies only.
E.Joint Support Assemblies. Support LTDs in assemb lies or “baskets” that securely hold them in position as detailed in Geometric Requirements below. Fabricate the assemblies using steel wire as depicted in the approved Materials Details. Affix 1 end of each LTD to the assembly by welding or mechanical fixation. Affix alternating ends of adjacent LTDs to the assembly such that the point of fixation is within 2 inches of the end of the LTD. GEOMETRIC REQUIREMENTS
A.Transverse Contraction Joints. Unless otherwise indicated in the contract documents, fabricate the support assemblies such that the: • Entire longitudinal axis of each dowel is located at the middepth of the pavement (± 1/4 inch). • Longitudinal axes of the dowels are aligned parallel with the pavement centerline and pavement surface such that the maximum misalignment of one dowel end relative to the other is 1/8 inch . • Midpoint of the longitudinal axis of each dowel is at the center of the joint ( ± 1 inch ). • Longitudinal axes of the two end dowels are 4 - 8 inches from the longitudinal joints. • Longitudinal axes of the dowels are spaced 4 - 12 inches apart.
B.Transverse Expansion Joints. Fabricate the support assemblies such that t he dowels are positioned in accordance with paragraph A, Transverse Contraction Joi nts. Include a one -piece premo lded resilient joint filler in the assembly that extends completely across the slab width. The joint filler must either equal the full depth of the slab, or extend from the bottom of the slab to within 1 1/2 - 2 inches of the top of the slab with a finishing cap that extends to the top of the slab.
705-15 Transverse Joint Supports
NEW YORK STATE DEPARTMENT OF TRANSPORTATION Section 700 STANDARD SPECIFICATIONS (USC) May 1, 202 4 VOLUME 4 Vertically support the filler at the longitudinal midpoints of the dowels and perpendicular to the longitudinal axes of the dowels. Depict support mechanisms in the Materials Details. Do not weld the dowels to filler supports. Place plastic expansion caps on the free ends of the dowels (the ends opposite the fixed ends). Use expa nsion caps with essentially the same inner diameter as the outer diameter of the dowel plus coating thickness (+ 40 mils ).
C.Transverse Hinge Joints. Unless otherwise indicated in the contract documents, fabricate the support assemblies such that the: • Entire longitudinal axis of each deformed bar is located at the middepth of the pavement slab (± 1 inch ). • Longitudinal axes of the deformed bars are aligned parallel with the pavement centerline and pavement surface such that the maximum misalignment o f one bar end relative to the other is 1 inch . • Midpoint of the longitudinal axis of each bar is at the center of the joint ( ± 1 inch ). • Longitudinal axes of the two end bars are 4 - 12 inches from the longitudinal joints. • Longitudinal axes of the bars are spaced 4 - 18 inches apart. TESTS
A.Materials Details. The transverse joint support manufacturer must submit 3 Materials Details (shop drawings) to the Director, Materials Bureau, for review and approval before any other testing begins. Depict only one type of joint on each detail submitted for approval. T he Materials Details must depict the following minimum information: • Manufacturer’s name, address, telephone number, fax number, and e -mail address. • Type of support (contraction, expansion, or hinge joint). • Drawing number. • Joint support assembly dimensions and tolerances. • LTD length, spacing, and positioning within the joint support assembly. • LTD ASTM steel grade designation. • Bond breaker brand name and manufacturer. • A cross section showing the relative positioning of LTDs to their support legs. • Method used to affix LTDs to the support assembly and the locations of points of fixation. • Methods used to affix wires together in the joint support assembly and the locations of points of fixation. • Diameter of wires used in joint support assembly fabrication includin g wires used as assembly frames, LTD support legs, premo lded resilient joint filler supports (expansion joints only), stakes, and spacer wires that hold cages in place during transport. • A detail of wire legs that hold LTDs to the support assembly. • A detail of the stakes used to hold the supports to the underlying pavement layers during construction. • The positioning and number of stakes required to hold the supports to the underlying pavement layers during construction. • Methods used to support premo lded resi lient joint fillers (expansion joints only). • Expansion cap material and dimensions (expansion joints only).
705-15 Transverse Joint Supports
NEW YORK STATE DEPARTMENT OF TRANSPORTATION Section 700 STANDARD SPECIFICATIONS (USC) May 1, 202 4 VOLUME 4 B. Joint Support Assemblies. Submit 2 complete joint support assemblies and 6 loose, epoxy - coated LTDs to the Director, Materials Bureau, for con formance verification with the submitted Materials Details and this specification.
C.Epoxy -Coated Dowels. In addition to meeting the Grade 60 yield strength requirements of the ASTM designation indicated on the Materials Details, epoxy -coated dowels mu st meet the Load - Deflection, Pull -out, Abrasion, Corrosion, Chemical Resistance, Cathodic Disbonding, Coating Hardness, and Coating Impact Resistance requirements of AASHTO M254, Corrosion -Resistant Coated Dowel Bars, when tested in accordance with AASHTO T253, Coated Dowel Bars.
D.Epoxy -Coated Deformed Bar Reinforcement. In addition to meeting Grade 60 yield strength requirements of the ASTM designation indicated on the Materials Details, epoxy -coated deformed bars must meet the Chemical Resistance, Cathodic Disbondment, Salt Spray Resistance, Coating Flexibility, Relative Bond Strength in Concrete, and Impact Test requirements of AASHTO M284 (ASTM A775), Epoxy Coated Steel Reinforcing Bars.
E.Field Test. Only joint support assemblies meeting the above test requirements will be considered for trial installation in a field test. The supplier or manufa cturer is responsible for coordinating the field test. The field test location may be: • Part of a Department contract. • Part of a contract under the jurisdiction of an agency other than the Department. • A test site arranged by the supplier or manufacturer. If the field test is outside New York State, the location must meet the approval of the Director, Materials Bureau. If the field test is part of a Department contract, the Contractor must obtain the Engineer’s approval before any support assemblies are in stalled. If the field test is at a test site arranged by the supplier/manufacturer, install the joint support assemblies in a 150 foot long (minimum) pavement constructed in accordance with Section 502, Portland Cement Concrete Pavement. In any case, a minimum of 10 joints must be constructed using the joint supports. Conduct field tests in the presence of Materials Bureau personnel. Specific attention will be given to handling, coating integrity, damage, alignment before and after paving, fixation failu re, securing to underlying layers, contraction joint formation, and general specification conformance. Failing assemblies, and the pavement they are constructed into if part of a Department contract, will be rejected and removed and replaced at no cost to the State. The Director, Materials Bureau, may waive field tests for hinge and expansion joint assemblies or from manufacturers who have an established history of successful contraction joint assembly installations with the Department. BASIS OF ACCEPT ANCE. Transverse joint supports will be accepted at the contract based on the Manufacturer’s appearance on the Department's Approved List entitled “Transverse Joint Supports (705 - 15),” under “Joint Materials, Pavement.” The contractor shall provide 2 cop ies of each of the following to the Engineer: • Approved Materials Details identified by drawing number and approval date as shown on the Approved List. • Manufacturer’s certification that the joint supports were manufactured in accordance with this specifica tion and the submitted Materials Details. • The name, address, telephone number, and e -mail address of the rolling mill that manufactured
705-16 Concrete Pipe Joint Sealing Compound
NEW YORK STATE DEPARTMENT OF TRANSPORTATION Section 700 STANDARD SPECIFICATIONS (USC) May 1, 202 4 VOLUME 4 the LTDs and the mill’s certification as to the type, grade, and ASTM designation of steel used in the LTD. • The brand na me of the epoxy coating used on the LTDs and the name, address, telephone number, and e -mail address of the manufacturer. • The name, address, telephone number, and e -mail address of the epoxy coating applicator and the applicator’s certification that the coatings were applied in conformance to this specification. • The brand name of the bond breaker used on the dowels and the name, address, telephone number, and e -mail address of the manufacturer.
705-16 Concrete Pipe Joint Sealing Co Mpound
SCOPE. This specification covers a flexible/rubber sealer used for joints in elliptical pipe, cattle pass and drainage units. MATERIAL REQUIREMENTS. Concrete pipe joint sealing compound shall conform to the requirements of ASTM C990. BASIS OF ACCEPTANCE. Label stating conformance to ASTM C990. Labels shall be either attached directly to the sealing compound or to the packaging in which the compound arrives at the project site.
705-17 Concrete Pipe Joint Elastomeric Gaskets
SCOPE. This specification covers elastomeric gaskets used for joints in round pipe. MATERIAL REQUIREMENTS. Concrete pipe joint elastomeric gaskets shall conform to the requir ements of either ASTM C443 or ASTM C361. BASIS OF ACCEPTANCE. Label stating conformance to either ASTM C443 or ASTM C361. Label shall be either stenciled on the elastomeric gaskets, attached directly to the gaskets or attached to the packaging in which the gaskets arrive at the project site.
705-18 Asphaltic Plug Joints for Bridges
SCOPE. This specification covers the material requirements for asphaltic plug bridge joint systems. MATERIAL REQUIREMENTS. The materials used to construct the asphaltic plug bridge joint system must conform to the requirements of ASTM D6297 with the following exception: • No aluminum plate will be allowed at this time. • No sampling required. Each manufacturer shall provide Materials Detail Sheets as part of the acceptance procedure to the Department. The installers/contractors shall adhere to approved manufacturer’s Materials Details for preparation, construction, and curing. The Materials Details shall provide the following:
A.Product Information: • Identify Components • Packing, storage and handling requirements
705-19 Asphalt Pavement Joint Adhesive
NEW YORK STATE DEPARTMENT OF TRANSPORTATION Section 700 STANDARD SPECIFICATIONS (USC) May 1, 202 4 VOLUME 4
B.Surface Preparation: • Weather limitations and surface conditions • Preconditioning (removal) of existing joint system • Surface preparation and level of cleanliness • Addre ss any structural repairs needed and method of repair to include compatible materials needed.
C.Application Procedures: • Describe all procedures to be followed in preparation, heating, mixing and installation of system.
D.Curing: • Describe curing procedure and anticipated cure times vs. temperature (Table recommended) • Describe test(s) performed for quality assurance PACKAGING. All components shall be shipped in appropriate containers, bearing the manufacturer's label specifying date of man ufacture, batch number, brand name, quantity, and date of expiration or shelf life. BASIS OF APPROVAL. Each system supplier/manufacturer must prove to the Department through acceptable field performance of this item prior to approval and acceptance to th e Department’s Approved List. BASIS OF ACCEPTANCE. Acceptance of this material will be based on the manufacturer’s name and system appearing on the Department’s Approved List which will be accompanied by the Department’s approved Materials Detail Sheet (MDS).
705-19 Asphalt Pavement Joint Adhesive
SCOPE: The joint adhesive materials must be on the Department’s Approved list. This standard specification covers the material requirements and the approval process of joint adhesive material applied during the construction of asphalt pavement joints. GENERAL: The Joint Adhesive is a hot -applied modified asphalt product used to adhere and seal all pavement j oints during the placement of asphalt pavement . It is supplied as a ready to use solid which is removed from the container, heated to application temperature and then applied to the face of construction joints prior to placing the adjacent mat. MATERIAL R EQUIREMENTS. The Joint Adhesive shall conform to the requirements of the following tests: Test Specification Limits Cone Penetration, 77°F (25°C) (ASTM D 5329) 60-100 Flow, 140°F (60°C) (ASTM D 5329) 1/5 inch maximum Resilience, 77°F (25°C) (ASTM D 5329) 30% minimum Ductility, 77°F (25°C) (ASTM D 113) 1 foot minimum Tensile Adhesion, 1 in. thick Specimen, 24 hour dry blocks (ASTM D 5329) 500% minimum Flexibility, 0°F ( -18°C) (ASTM D3111 modified) Pass Softening Point (ASTM D 36) 170°F minimum
705-21 Masonry Mortar
NEW YORK STATE DEPARTMENT OF TRANSPORTATION Section 700 STANDARD SPECIFICATIONS (USC) May 1, 202 4 VOLUME 4 Asphalt Compatibility (ASTM D 5329) Pass BASIS OF ACCEPTANCE. All components shall be shipped in appropriate containers, bearing the manufacturer's label specifying date of manufacture, batch number, brand name, quantity, MSDS and date of expiration or shelf life. BASIS OF APPROVAL. Suppliers must submit the test results, manufacturer’s literature, and samples of the joint adhesive materials to the Director, Materials Bureau prior to installation. The Department will test provided samples of the joint adhesive. If the results are satisfactory, the joint adhesive wi ll be placed on the Department’s Approved list with hyperlink to manufacturer’s literature.
705-20 for Site Manager Use
705-21 Masonry Mortar
SCOPE. Requirements for the 3 common types of masonry mortar (N, S and M - increasing in strength, respective ly). Use these mortars to bind masonry units together to construct masonry structures, repair masonry structures (tuck pointing), or bed and bond masonry or concrete units together. For historic masonry structures made with soft hydrated lime mortars, use a specially designed lime mortar as shown in the Contract Documents or as approv ed by the Engineer. Type N Masonry Mortar - for tuck pointing repair of structures made with fired clay bricks Type S Masonry Mortar - for new structures made with all types of masonry, including brick Type S Masonry Mortar - for tuck pointing repair of structures made with masonry other than clay brick Type M Masonry Mortar - for new and tuck pointing repair of rigid masonry riding surfaces, such as bridge decks, pavemen ts, sidewalks, and other roadway areas subject to severe weathering and abrasion conditions MATERIAL REQUIREMENTS Portland Cement, Type II or VI Masonry or Mortar Cement, Type N, S or M Blended Portland Cement Mortar Sand Concrete Sand Water 701-01 701-02 701-03 703-03 703-07 712-01 Proportion the N, S or M mortar type by loose vol ume parts as follows: PORTLAND OR BLENDED PORTLAND CEMENT MASONRY OR MORTAR CEMENT SAND Type N Mortar (make with Type N Masonry or Mortar Cement) 0 1 (Type N) 2 1/4 to 3 Type S Mortar (make with Type S or N Masonry or Mortar Cement) 1/2 1 (Type S) 1 (Type N) 2 1/4 to 3 3 3/8 to 4 1/2 Type M Mortar (make with Type M or N Masonry or Mortar Cement) 1 1 (Type M) 1 (Type N) 2 1/4 to 3 4 1/2 to 6
705-22 Portland Cement Mortar Bondin G Grout
NEW YORK STATE DEPARTMENT OF TRANSPORTATION Section 700 STANDARD SPECIFICATIONS (USC) May 1, 202 4 VOLUME 4 After adding all ingredients (including water) to a mechanical mixer, mix for 3 to 5 minutes to entrain air and produce a workable and uniform consistency. Discard all unused mortar 2 1/2 hours after initial mixing. Mortar that has stiffened may be re -tempered up to 2 1/2 hours after initial mixing by adding water to restore the original workable consistency. Use a uniform layer of mortar, 1/4 to 3/4 inch thick, for joints between uniform masonry units. For a tuck pointing (raking out and repointing) mortar, ad d the minimum water to the dry ingredients to produce a mortar that retains its form when hand squeezed and released. Allow this mortar to stand covered (prehydrate) for 1 to 1 1/2 hours to greatly reduce shrinkage. Then mix with sufficient water to produce a stiff, but workable consistency, and use within 2 1/2 hours of initial mixing. Avoid re -tempering the mortar when tuck pointing, matching a color, or to avoid color variations between batches (mix smaller quantities, if needed). No admixtures, exce pt for mortar coloring agents made from light -fast, durable, alkali -resistant minerals, will be permitted without written permission of the Director, Materials Bureau. If colored mortar is specified, submit samples of hardened mortar to the Engineer. Upo n approval, use the same, uniform, mortar color throughout the work. BASIS OF ACCEPTANCE. Inspection and approval by the Engineer.
705-22 Portland Cement Mortar Bonding Grout
SCOPE. This specification covers the material requirements for portland cement mortar grout used for bonding fresh concrete to hardened concrete in both vertical and horizontal planes. MATERIAL REQUIREMENTS. The ingredients for the portland cement mortar grout s hall comply with the following: Portland Cement, Type 1 or Type 2 701-01 Mortar Sand 703-03 Concrete Sand 703-07 Water 712-01
A.Proportioning. The mortar grout shall ha ve the cement and mortar or concrete sand proportioned 1:1 in separate volumetric containers. The sand shall be deposited into an approved mechanical grout mixer prior to the cement. Both the sand and cement shall be dry mixed for one (1) minute. After dry mixing, water shall be added in sufficient quantity to result in a workable consistency. An additional three (3) minutes of mixing is required after adding desired water. Workable consistency is defined as a grout that will not run on vertical faces or puddle in low spots. Any grout that has dried or become unworkable, as determined by the Engineer, shall not be incorporated in the work. Hand mixing of the mortar may be permitted only for small quantities as approved by the Engineer. BASIS OF ACCEP TANCE. The mortar grout shall be accepted on the basis of inspection and approval by the Engineer.
705-23 Foam -Supported Silicone
SCOPE. This specification covers the requirements for foam -supported silicone. It is sized to expand to the design requirements and stay in place under continuous compressive forces in the bridge joint opening during all movements anticipated by the bridge joint. The materials shall be supplied in a pre -compressed state to fit into the joint.
705-99 for Site Manager Use
NEW YORK STATE DEPARTMENT OF TRANSPORTATION Section 700 STANDARD SPECIFICATIONS (USC) May 1, 202 4 VOLUME 4 MATERIALS. The material s hall be high density expanded foam attached to highway grade factory - installed silicone. PHYSICAL CHARACTERISTICS Foam Seal Density 4-6 lb/cu. ft. Temp. Stability Range -40°F to 185° Staining/Bleeding None at 212° F at 20% Tensile Strength ASTM 3574, 21 psi min. Elongation ASTM 3574, 125% ±20% Resistance to Compression Set ASTM 3574 Max 3% Mildew Resistance Excellent UV Resistance Excellent Silicone Durometer Hardness, Shore A 15 -25 Elongation Min 1200% Tensile Strength >120 psi BASIS OF ACCEPTANCE. Acceptance of this material will be based on the product name appearing on the Department’s Approved List for Foam -Supported Silicone. The procedural directives to apply for Approved List stat us are available from the Materials Bureau.
705-99 for Site Manager Use
SECTION 706 - CONCRETE, CLAY AND THERMO PLASTIC PIPE (Last Revised January, 2019 )
706-01 Non -Reinforced Concrete Pipe
SCOPE. This specification covers the material and quality requirements for non -reinforced concrete pipe 24 inches and smaller used for culverts. GENERAL. The provisions of §706 -02, Reinforced Concrete Pipe, shall apply except that all references to reinforcing steel shall be deleted. In addition, physical and dimensional requirements of concrete pipe under 12 inches in diameter shall be as stated in Table 1, Class 1, of ASTM C14. Plain concrete pipe 12 to 24 inches in diameter shall conform to Table 1, Class 2, of ASTM C14. MATERIAL REQUIREMENTS. The Material Requirements contained in §706 -02 shall apply except that all references to reinforcing steel shall be deleted. FABRICATION REQUIREMENTS. The Fabrication Requirements contained in §706 -02 shall apply except as noted herein.
A.Marking. No pipe class or wall designation shall be marked on the pipe. PHYSICAL REQUIREMENTS. The Physical Requirements contained in §706 -02 shall apply except as noted herein.
A.Strength. The strength requirements for the respective diameter pipe sizes shall be a s stated in Table 1 of ASTM C14 . Details of the three -edge bearing test shall c omply with ASTM C14 .
Source: New York Standard Specifications, 2024 Edition. Pages 906–924 of 1,264.