701-99 for Site Manager Use
NEW YORK STATE DEPARTMENT OF TRANSPORTATION Section 700 STANDARD SPECIFICATIONS (USC) May 1, 202 4 VOLUME 4 MATERIAL REQUIREMENTS. Manufacturers shall supply independent test results meeting the following criteria:
A.Pullout Testing: Use unreinforced concrete with a recommended compressive strength greater tha n 4000 psi. Test rods shall be 1inch diameter and 5/8 -inch diameter, fully threaded steel. A minimum of three tests for each diameter or test rod shall be performed and each test result must meet the minimum required pullout values. The minimum required pullout values for various concrete strengths are shown below: TABLE 701 -1 1 INCH DIAM. THREADED ROD WITH 10 INCH EMBEDMENT Concrete Strength (psi) ≤ 4000 4500 5000 5500 Minimum Pullout Load (lb) 51,120 54,225 57,150 59,940 TABLE 701-2 5/8 INCH DIAM.THREADED ROD WITH 4 INCH EMBEDMENT Concrete Strength (psi) ≤ 4000 4500 5000 5500 Minimum Pullout Load (lb) 8,593 9,113 9,630 10,080 Results from testing using lesser embedment depths will be accepted provided they achieve the minimum pullout strength required for the embedment depths noted in the tables above. BASIS OF APPROVAL. Application for approval of 701 -14 Chemically Curing Adhesives for PCC Pavement Applications shall be submitted to the Materials Bureau by the Manufac turer accompanied by the products latest data sheets, MSDS sheets and independent test data conforming to the requirements of this specification. Additional laboratory analysis may be carried out by the Materials Bureau. Upon approval by the Materials Bure au, the product will be placed on the Approved List. BASIS OF ACCEPTANCE. Chemically curing adhesives for PCC pavement applications will be accepted on the basis of the product appearing on the Approved List and a material certification that the product supplied is the same material that appears on the Approved List, and that it conforms to this specification.
701-99 for Site Manager Use
SECTION 702 - BITUMINOUS MATERIALS (Last Revised September, 2016) SCOPE. These specifications cover the material requirements and testing methods of bituminous materials :
A.Performance -Graded (PG) Binders for Paving.
B.Miscellaneous Asphalt Cements.
C.Synthetic Resins.
D.Anionic and Cationic Asphalt Emulsions.
701-99 for Site Manager Use
NEW YORK STATE DEPARTMENT OF TRANSPORTATION Section 700 STANDARD SPECIFICATIONS (USC) May 1, 202 4 VOLUME 4 E. Polymer -Modified Asphalt Emulsions.
F.Asphalt Emulsion Diluted Tack Coat.
G.Asphalt Emulsion Straight Tack Coat.
H.Asphalt Recycling Agent. GENERAL. The bituminous material volume shall be measured at 60°F. The specific gravity at 60°F shall be included with each shipment of bituminous material to a plant or project site. MATERIAL REQUIREMENTS. Bituminous materials shall meet the following requirements.
A.Performance -Graded (PG) Binders for Paving. The PG binder shall be manufactured by refining crude petroleum and blending with a modifier, if necessary, to meet the required performance grade specified in the contract documents. PG binder s shall meet the requirements of Table 702 -1 Performance -Graded Binders for Paving . The PG binder supplier shall: • Certify that the PG binder meets NYSDOT requirements. • Include type of modification and any special handling instructions in the certification if the PG binder is modified, • Provide the design mixing and compaction temperatures on their bill of lading . • Provide AASHTO M 332 test data and all necessary shipping documents in accordance with the Department’s Materials Method 702 -1 Quality Assurance Procedure for Performance -Graded (PG) Asphalt Binders. TABLE 702 -1 PERFORMANCE -GRADED BINDERS FOR PAVING MATERIAL DESIGNATION 702- 58E34 702- 64S22 702- 64V22 702- 64H22 702- 64E22 PERFORMANCE - GRADE PG 58E PG 64S PG 64V PG 64H PG 64E -34 -22 -22 -22 -22 Test Requirements AASHTO M 332 Any PG binder previously approved that has been stored in the mixing plant tank over the winter shall be re -sampled and accepted by the Department before it is used.
B.Miscellaneous Asphalt Cements. Asphalt cements shall meet the requirements in Table
702-2 Miscellaneous Asphalt Cements. The asphalt cement shall be homogeneous, free from water,
and shall not foam when heated to 350°F. The supplier shall provide material test results and shipping docum ents that state the volume of material certified. TABLE 702 -2 MISCELLANEOUS ASPHALT CEMENTS MATERIAL DESIGNATION 702-0700 Test Requirements Minimum Maximum Penetration, 77°F (25°C), 100 g, 5 second (AASHTO T 49) 18 60 Flash Point, COC, °F (AASHTO T 48) 393 - Solubility in trichloroethylene, % (AASHTO T 44) 99.5 - Softening Point, °F (AASHTO T 53) 130 167
701-99 for Site Manager Use
NEW YORK STATE DEPARTMENT OF TRANSPORTATION Section 700 STANDARD SPECIFICATIONS (USC) May 1, 202 4 VOLUME 4 Loss on Heating, 325°F (163°C), 5 hour, % (AASHTO T 47) - 1.0 Penetration of Residue, % of Original (AASHTO T 49) 60 - Ductility, 77°F (25°C), 5 cm/minute, cm (AASHTO T 51) 5 -
C.Synthetic Resins. The synthetic resins covered under these specifications are two types: synthetic resin binder and rapid curing synthetic resin liquid. The synthetic resin binder is a light insensitive liquid used in colored synthetic resin binder concrete. The rapid curin g synthetic resin liquid is a tack coat for the resin binder concrete and shall be light colored and compatible with the resin binder concrete placed over it. The synthetic resin shall be homogeneous and shall meet the requirements in Table 702 -3 Syntheti c Resins. TABLE 702 -3 SYNTHETIC RESINS TYPE Resin Binder Rapid Curing Resin Liquid MATERIAL DESIGNATION 702-7000 702-7100 Test Requirements Min. Max. Min. Max. Penetration, 77°F (25°C), 100 g, 5 second 75 100 - - Viscosity, 140°F (60 °C), m2/s (x 10-6) - - 8 30 Flash Point, COC, °F 400 - - - Solubility in trichloroethylene, % 99.5 - 99.5 - Loss of Heating, 325°F (163°C), 5 hr., % - 1.0 - - Water, % - 0.0 - 0.2 Color, (30% binder/70% toluene) Gardner Standard Color Scale, (ASTM D 1544) - 16 - - Test on Residue from Thin Film Oven Test, (AASHTO T 179) Penetration, % of Original 47 - - - Residue from Evaporation, 221°F (105°C), 3 hr., (ASTM D 1644), % - - 50 - Suggested Spraying Temperature, °F - - 50 120 Typical Uses Hot Plant Mix Tack Coat
D.Anionic and Cationic Asphalt Emulsions. The emulsion shall be homogeneous and show no separation of asphalt, after thoroughly mixing, within 30 days after delivery . The asphalt emulsion shall be agitated or circulated to ensure a homogeneous emulsion prior to sampling or application of material. Material that has se parated due to freezing is unacceptable at any time. Asphalt emulsions shall meet the requirements shown in Table 702 -4 Anionic Asphalt Emulsions, or Table 702 -5 Cationic Asphalt Emulsions. Test data and shipping documents shall be provided by the supplie r in accordance with the Department's Materials Method 702 -2 Asphalt Emulsion – Quality Assurance.
701-99 for Site Manager Use
NEW YORK STATE DEPARTMENT OF TRANSPORTATION Section 700 STANDARD SPECIFICATIONS (USC) May 1, 202 4 VOLUME 4
E.Polymer -Modified Asphalt Emulsions. Polymer -modified asphalt emulsions shall meet the requirements of Table 702 -4 and 702 -5 except as modified in Table 702 -6 Polymer Modified Asphalt Emulsions . The polymer modifier shall be milled or blended into the base asphalt or emulsifying agent prior to the emulsification process. TYPE MATERIAL DESIGNATION GRADE Test Requirements Min. Max. Min. Max. Min. Max. Min. Max. Min. Max. Min. Max. Min. Max. Min. Max. Min. Max. Min. Max. Em ulsion(1): Viscosity, Saybolt Furol, 77°F (25°C), second 20 100 20 100 - - - - 100 - 100 - 100 - 50 - 20 100 20 100 Viscosity, Saybolt Furol, 122°F (50°C), second - - - - 75 400 75 400 100 400 100 400 - - - - - - - - Storage Stability Test, 1 Day (Difference in % Residue) Demulsibility, 35 mL, 0.02 N, CaCl2, % 60 - 60 - 60 - 60 - - - - - - - - - - - - - Cement Mixing Test(2), % - - - - - - - - - - - - - - - - - 2.0 - 2.0 Siev e Test, % - 0.10 - 0.10 - 0.10 - 0.10 - 0.10 - 0.10 - 0.10 - 0.10 - 0.10 - 0.10 Residue by Distillation, % 55 - 55 - 63 - 63 - 65 - 65 - 65 - 65 - 57 - 57 - Oil Distillate, Volume Total Emulsion, % - 1.5 - 1.5 - 2.5 - 2.5 - 8 - 8 - 8 - 8 - 1.5 - 1.5 Residue from Distillation Test(1): Penetration, 77°F (25°C), 100 g, 5 second 100 200 40 90 100 200 100 200 100 200 100 200 40 90 200 - 100 200 40 90 Ductility, 77°F (25°C), 5 cm/minute, cm 40 - 40 - 40 - 40 - 40 - 40 - 40 - 40 - 40 - 40 - Solubility in trichloroethylene, % 97.5 - 97.5 - 97.5 - 97.5 - 97.5 - 97.5 - 97.5 - 97.5 - 97.5 - 97.5 - Float Test(3), 140°F (60°C), second - - - - - - 1200 - - - 1200 - 1200 - 1200 - - - - -
1.All tests performed per AASHTO T 59 unless otherw ise noted.
2.The Cement Mixing test is w aiv ed if the emulsion w ill be used for soil stabilization.
3.Float Test AASHTO T 50, except that the residue from distillation shall be poured immediately into the float collar at 500°F (260°C)1 - 1 - 1 - 1SS-1h - 1 - 1 - 1HFMS-2 - 1HFMS-2h HFMS-2s SS-1 - 1 -RS-1 RS-1h RS-2 HFRS-2 MS-2702-3001 1 -TABLE 702-4 ANIONIC ASPHALT EMULSIONS RAPID SETTING MEDIUM SETTING SLOW SETTING 702-3601 702-3501 702-3402 702-3401 702-3301 702-3201 702-3102 702-3101 702-3002 MATERIAL DESIGNATION GRADE Test Requirements Min. Max. Min. Max. Min. Max. Min. Max. Min. Max. Min. Max. Min. Max. Min. Max. Em ulsion(1): Viscosity, Saybolt Furol, 77°F (25°C), second 20 100 20 100 - - - - - - 20 100 20 100 20 100 Viscosity, Saybolt Furol, 122°F (50°C), second - - - -100 400 50 450 50 450 - - - - - - Storage Stability Test, 1 Day (Difference in % Residue) Classification Test Particle Charge Test(2) Siev e Test, % -0.10 -0.10 -0.10 -0.10 -0.10 -0.10 -0.10 -0.10 Cement Mixing Test(3), % - - - - - - - - - - - 2.0 - 2.0 - - Residue by Distillation, % 60 - 60 - 65 - 65 - 65 - 57 - 57 - 62 - Oil Distillate, Volume Total Emulsion, % - 1.5 - 1.5 - 2.5 - 10 - 10 - 1.5 - 1.5 - - Residue from Distillation Test(1): Penetration, 77°F (25°C), 100 g, 5 second 100 250 40 90 100 250 100 250 40 90 100 250 40 90 40 90 Ductility, 77°F (25°C), 5 cm/minute, cm 40 - 40 - 40 - 40 - 40 - 40 - 40 - 40 - Solubility in trichloroethylene, % 97.5 -97.5 -97.5 -97.5 -97.5 -97.5 -97.5 -97.5 -
1.All tests performed per AASHTO T 59 unless otherw ise noted.
2.If the Particle Charge test is inconclusiv e, material hav ing a maximum pH v alue of 6.7 w ill be accepted.
3.The Cement Mixing test is w aiv ed if the emulsion w ill be used for soil stabilization.702-4601 702-4501 702-4401 702-4301 702-4201SETTINGSLOW SETTING MEDIUM SETTING RAPID SETTINGTABLE 702-5 CATIONIC ASPHALT EMULSIONS QUICKTYPE CRS-1 CRS-1h CRS-2 CMS-2702-4101 702-4002 702-4001 CSS-1 CSS-1h CQS-1h - 1 - 1 - 1 -CMS-2h 1 - 1 1 - 1 - 1 - PositivePasses --- --- --- Positive Positive--- Positive Positive Positive Positive PositivePasses Passes --- TABLE 702 -6 POLYMER MODIFIED ASPHALT EMULSIONS MATERIAL DESIGNATION 702-XXXXP(1) Emulsion Grade Test Requirement Minimum
701-99 for Site Manager Use
NEW YORK STATE DEPARTMENT OF TRANSPORTATION Section 700 STANDARD SPECIFICATIONS (USC) May 1, 202 4 VOLUME 4
1.XXXX shall be the four digit code matching the appropriate emulsion grade listed in table 702 -4 & 702 -5
2.Elastic Recovery procedure: Use ASTM D 6084 Testing Procedure “A.” Samples will be tested at 50°F (10°C).
3.Recover emulsion’s asphalt residue according to AS TM D 6997 except as modified herein, when the lower temperature reaches approximately 275°F (135°C), move the ring burner approximately level with the bottom of the still. Increase the temperature to a maximum 350°F +/ - 10°F (177°C +/ - 5°C), maintaining t his temperature for 15 minutes.
4.According to AASHTO T 53
F.Asphalt Emulsion – Diluted Tack Coat. Diluted tack coat emulsion shall be agitated or circulated to ensure a homogeneous emulsion prior to sampling or application of material. The consistency of the diluted tack coat shall be appropriate for pumping and uniform application. Only the grades of emulsions meeting the requirements of Table 702 -7 Diluted Tack Coat shall be allowed. These diluted tack coats may be produced by diluting the base asphalt emulsion grade with an emulsifier and/or water and thoroughly mixing into a homogeneous liquid. TABLE 702 -7 DILUTED TACK COAT MATERIAL DESIGNATION 702-XXXXT(1) Emulsion Grades Test Requirements(2) Min. Max. 702-3401 702-3601 702-4501 Sieve Test - 0.10 Residue by Distillation, % 38 50 Oil Distillate, Volume of Total Emulsion, % - 2 Test on Residue from Distillation: Penetration, 77°F (25°C), 100 g, 5 seconds 40 90
1.XXXX = 3401, 3601 or 4501
2.All tests performed per AASTHO T59
G.Asphalt Emulsion – Straight Tack Coat. Straight tack coat emulsion shall be agitated or circulated to ensure a homogeneous emulsion prior to sampling or application of material. The consistency of the straight tack coat shall be appropriate for pumping and uniform application. Only the grades of emulsions meeting the requirements of Table 702 -8 Straight Tack Coat shall be allowed in straight tack coat applications. These tack coat s shall not be further diluted with water. TABLE 702 -8 STRAIGHT TACK COAT MATERIAL DESIGNATION 702-XXXXT(1) Emulsion Grades Test Requirements(2) Min. Max. 702-3002 702-4002 Sieve Test, % - 0.10 Residue by Distillation – Grade 702 -3002, % 55 - Residue by Distillation – Grade 702 -4002, % 60 - Oil Distillate, Volume of Total Emulsion, % - 2 Test on Residue from Distillation: CQS -1h – 702-4601 Elastic Recovery at 50°F(10°C)(2,3),% 40 Softening Point, °F(4) 140 All Other Polymer Modified Emulsions Elastic Recovery at 50°F(10°C)(2,3),% 50
701-99 for Site Manager Use
NEW YORK STATE DEPARTMENT OF TRANSPORTATION Section 700 STANDARD SPECIFICATIONS (USC) May 1, 202 4 VOLUME 4 Penetration, 77°F (25°C), 100 g, 5 seconds 40 90
1.XXXX = 3002 or 4002
2.All tests performed per AASTHO T59
H.Asphalt Recycling Agent – Asphalt Recycling agents are used for heater scarification or hot in - place recycling projects. Use ASTM D 4552, Standard Practice for Classifying Hot -Mix Recycling Agents , grades RA25 and RA75 petroleum -based recycling agents specifically designed as a rejuvenator meeting the requirements in Table 702 -9 Recycling Agent . Use Emulsified Recycling Agents , grades ERA25 (an emulsified RA25) and ERA75 (an emulsified RA75) petrol eum-based recycling agents specifically designed as a rejuvenator meeting the requirements in Table 702 -10 Emulsified Recycling Agent . TABLE 702 -9 RECYCLING AGENT MATERIAL DESIGNATION (GRADE) 702-5030 (RA25) 702-5050 (RA75) Test Requirements Test Method Min Max Min Max Tests on Residue from Distillation: Viscosity, 140ºF (60ºC), cSt Flash Point, CSC, ºF T 201 T48 -- 12500 -- Test on Residue from RTFO, 325ºF (163ºC): Viscosity Ratio Weight Change, ±, % T 240 -- -- -- -- Specific Gravity T 228 Report Report TABLE 702 -10 EMULSIFIED RECYCLING AGENT MATERIAL DESIGNATION (GRADE) 702-5031 (ERA25) 702-5051 (ERA75) Test Requirements Test Method Min Max Min Max Tests on Residue from Distillation: Viscosity, 140ºF (60ºC), cSt Flash Point, CSC, ºF T 201 T 48 -- 12500 -- Test on Residue from RTFO, 325ºF (163ºC): Viscosity Ratio Weight Change, ±, % T 240 -- -- -- -- Specific Gravity T 228 Report Report Saybolt Furol Viscosity @ 77ºF (25ºC), sec. T 59 20 100 20 100 Storage Stability, 24 hrs, % -- 1.5 -- 1.5 Sieve, % -- 0.1 -- 0.1 Residue, by distillation, % 65 -- 65 -- BASIS OF APPROVAL. The procedural directives for sampling, testing, and certifying the bituminous material, and for achieving and maintaining Approved List status, are available from the Materials Bureau.
702-05 for Site Manager Use
NEW YORK STATE DEPARTMENT OF TRANSPORTATION Section 700 STANDARD SPECIFICATIONS (USC) May 1, 202 4 VOLUME 4 BASIS OF ACCEPTANCE. PG binder will be accepted based on the Primary Source appearing on the approved list and the source’s certification and satisfactory test results from samples taken where the material is incorporated into the work. Miscellaneous asphalt cements and synthetic resins will be accepted based on the manufac turer’s certification. Asphalt Emulsions, including Tack Coat, will be accepted based on the Primary Source appearing on the approved list, the source’s certification, and satisfactory test results from samples taken where the material is incorporated into the work. Asphalt Re juvenating Agent will be accepted based on the manufacturer’s certification. The use of any other grade of recycling agent requires prior approval from the Director, Materials Bureau.
702-05 for Site Manager Use
702-07 for Site Manager Use
702-09 for Si Te Manager Use
702-11 Thru 702 -16 for Site Manager Use
702-20 Thru 702 -25 for Site Manager Use
702-30 Thru 702 -38 for Site Manager Use
702-40 Thru 702 -48 for Site Manager Use
702-50 for Site Manager Use
702-52 for Site Manager Use
702-58 for Site Ma Nager Use
702-64 for Site Manager Use
702-70 for Site Manager Use
702-71 for Site Manager Use
702-76 for Site Manager Use
702-82 for Site Manager Use
702-90 for Site Manager Use
702-99 for Site Manager Use
SECTION 703 - AGGREGATES (Last Revised January , 2021)
703-01 Fine Aggregate
Source: New York Standard Specifications, 2024 Edition. Pages 865–870 of 1,264.