7-7 Tests on Emulsions min max Viscosity, Saybolt Furol at 25 C SFS 20 100 Storage Stability test, 24-h, %A - 1.0 Demulsibility, 35 ml, 0.02 N CaCl 2, % 60 - Sieve Test, %A - 0.10 Residue by distillation, % 55 - Tests on Residue from Distillation Test min max Penetration, 25 C 100g, 5 s 40 90 Ductility, 25 C 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 r egarding maximum amount of oil di stillate, 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 t est 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 sha ll be issued at least every 30 days or upon receiving or manufacture of a new material. The o riginal 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 Load ing Invoice shall include the applicable certificate number and shall include a printed or st amped statement such as the following: “THIS IS TO CERTIFY THAT THE ASPHALT MATERIAL REPRESENTED BY TH IS 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.
702.05 Temperature Application Range, °F
7-8 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.
702.06 Temperature - 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