702Bituminous Material

702.01Asphalt Cement Performance-Graded Asphalt Binder (PGAB ) that has not

been modified with polymer shall conform to the requirements of AASHTO M 320. Polymer modified binder shall meet the requirements of AASHTO M 332 and AASHTO R 92. Performance-Graded Asphalt Binder shall not contain re-refined engine oil bottoms (REOB). The Contractor shall arrange for the Supplier to furnish the following items to the Department’s Asphalt Pavement Engineer:

“Certifying Suppliers of Performance-Graded Asphalt Binders” and

project. The Certificate shall include the actual test results of the material in storage from which the shipments are being made. Certificates shall be supplied for each lot, batch, or blend of each type and grade of material. A new certificate shall be issued at least every 30 days or upon receiving or manufacture of a new material. The original of each Certificate of Analysis shall be mailed to the Departments Asphalt Pavement Engineer. The Contractor shall give the supplier sufficient notice of orders to permit testing and certification. Material not certified will not be accepted for use. Deliveries of asphalt materials shall be accompanied by a Bill of Lading containing the information required under Section l08.1.3 f. The Bill of Lading shall include the applicable certificate number and shall include a printed or stamped statement such as the following: “THIS IS TO CERTIFY THAT THE ASPHALT MATERIAL REPRESENTED BY THIS LOADING INVOICE CONFORMS TO THE SPECIFICATIONS OF THE PURCHASER FOR THE MATERIAL TYPE AND GRADE STATED THEREON.” In the event an intermediate hauler of the asphalt material is involved, a copy of their own delivery slip shall be furnished, as well as a copy of the supplier's loading invoice. The hauler's delivery slip and the supplier's loading invoice shall be cross-referenced by use of their respective serial numbers. All non-bituminous components added to the binder prior to the sampling point for binder certification shall be included on the asphalt binder Certificate of Analysis identifying their presence. All non-bituminous components added after the certification sampling point and prior to transport shall be included on the Bill of Lading. All non- bituminous components added to the binder at the HMA plant shall be identified on the mix plant documentation and accompanied by test results and certification showing the effect of the additives introduced, if any.

702.04Emulsified Asphalt Emulsified Asphalt shall conform to the requirements of

AASHTO M 140. Cationic emulsified asphalt shall conform to the requirements of AASHTO M 208. Anionic emulsified asphalt Grade RS-1h shall conform to the requirements in the following table: Type Rapid-Setting Grade RS-1h Tests on Emulsions min max Viscosity, Saybolt Furol at 25C SFS 20 100 Storage Stability test, 24-h, %A - 1.0 Demulsibility, 35 ml, 0.02 N CaCl2, % 60 - Sieve Test, %A - 0.10 Residue by distillation, % 55 - Tests on Residue from Distillation Test min max Penetration, 25C 100g, 5 s 40 90 Ductility, 25C 5 cm/min, cm 40 - Solubility in trichloroethylene or n-propyl bromide, % 97.5 - A This requirement is waived if successful application of materia l has been achieved in the field. Use of all emulsified asphalt shall comply with all Department of Environmental Protection (DEP) regulations regarding maximum amount of oil distillate, seasonal limitations, etc. For emulsified asphalts, the Contractor shall arrange for the Supplier to furnish the following item to the Department’s Materials Testing Engineer. A CERTIFICATE OF ANALYSIS for all asphalt emulsion materials f urnished for use on the project. The Certificate shall include the actual test results of the material in storage from which the shipments are being made. Certificates shall be supplied for each lot or batch for each grade/type of emulsion. A new certificate shall be issued at least every 30 days or upon receiving or manufacture of a new material. The original of each Certificate of Analysis shall be mailed to the Department’s Materials Testing Engineer. Deliveries of emulsion materials shall be accompanied by a loa ding invoice, delivery ticket, or slip, as required under Section l08.1.3 f. The Loading Invoice shall include the applicable certificate number and shall include a printed or stamped statement such as the following: “THIS IS TO CERTIFY THAT THE ASPHALT MATERIAL REPRESENTED BY THIS LOADING INVOICE CONFORMS TO THE SPECIFICATIONS OF THE PURCHASER FOR THE MATERIAL TYPE AND GRADE STATED THEREON.” In the event an intermediate hauler of the asphalt material is involved, a copy of their own delivery slip shall be furnished, as well as a copy of the supplier's loading invoice. The hauler's delivery slip and the supplier's loading invoice shall be cross-referenced by use of their respective serial numbers.

702.05Temperature Application Range, °F

Type and Grade Spray Mix RS-1 50 to 125 50 to 125 RC 70 80 to 150 80 to 150 RC 250 82 to 175 80 to 150 RC 800 160 to 225 135 to 185 RC 3000 200 to 275 185 to 225 MC 30 50 to 120 50 to 120 MC 70 80 to 150 80 to 150 MC 250 100 to 200 100 to 210 MC 800 185 to 260 200 to 250 MC 3000 230 to 275 200 to 250 All emulsions 50 to 160 50 to 160 Performance-Graded Asphalt Binder (all grades). As required to achieve a viscosity of 0.15 to 0.31 PA-s.

702.06Temperature - Volume Correction Tables All asphalt mate rial shall be corrected for

volume by use of the following multipliers to reduce the volume at the observed temperature to the volume at 60°F. Emulsified Asphalts Asphalts (ASTM D1250) All Types And Grades Tem p. °F Sp. Gr. 0.966 + Sp. Gr. 0.850 Tem p. °F Sp. Gr. 0.966 + Sp. Gr. 0.850 Tem p. °F Sp. Gr. 0.966 + Sp. Gr. 0.850 1 50 1.0035 1.0040 150 .9689 .9647 250 .9352 .9268 1 55 1.0017 1.0020 155 .9672 .9628 255 .9336 .9249 1.0000 60 1.0000 1.0000 160 .9655 .9609 260 .9319 .9231 .9988 65 .9983 .9980 165 .9638 .9589 265 .9302 .9212 .9975 70 .9965 .9960 170 .9621 .9570 270 .9286 .9194 .9962 75 .9948 .9940 175 .9604 .9551 275 .9269 .9175 .9950 80 .9930 .9921 180 .9587 .9532 280 .9253 .9157 .9938 85 .9913 .9901 185 .9570 .9513 285 .9236 .9138 .9925 90 .9896 .9881 190 9553 .9494 290 .9220 .9120 .9912 95 .9878 .9861 195 .9536 .9475 295 .9204 .9102 .9900 100 .9861 .9842 200 .9520 .9456 300 .9187 .9083 .9988 105 .9844 .9822 205 .9503 .9437 305 .9171 .9065 .9875 110 .9826 .9803 210 .9486 .9418 310 .9154 .9047 .9862 115 .9809 .9783 215 .9469 .9399 315 .9138 .9029 .9850 120 .9792 .9763 220 .9452 .9380 320 .9122 .9010 .9338 125 .9775 .9744 225 .9436 .9361 325 .9105 .8992 .9825 130 .9758 .9725 230 .9419 .9343 330 .9089 .8974 .9812 135 .9740 .9705 235 .9402 .9324 335 .9073 .8956 .9800 140 .9723 .9686 240 .9385 .9305 340 .9057 .8938 .9788 145 .9706 .9666 245 .9369 .9286 345 .9040 .8920 .9775 150 .9689 .9647 250 .9352 .9268 350 .9024 .8902

702.09Asphalt Filler for Structural Plate Arches Asphalt for filling spaces between the

structural plates and the substructure metal connectors of the arch shall conform to the requirements for bituminous material of AASHTO M190 or of AASHTO M320, Table 1, for PG 64-28 or PG 58 -28.

702.12Emulsified Asphalt Sealing Compound Emulsified asphalt sealing compound

shall be an approved commercially prepared product manufactured for specific protective coating, colored as required. It shall contain fillers, pigments and sand or fibrous materials suspended in a suitable emulsified asphalt or tar. It shall be of such consistency that it can be applied at atmospheric temperatures and capable of being easily diluted with the addition of water and mixed by hand stirring at the site of application.