7-6 The Contractor shall arrange for the Supplier to furnish the fo llowing items to the Department’s Asphalt Pavement Engineer:
a.A Quality Control Plan that c onforms to the requirements of AASHTO R 26 “Certifying Suppliers of Performance-Graded Asphalt Binders” an d
b.A CERTIFICATE OF ANALYSIS for all asphalt materials furnishe d 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, batch, or blend of each type and grade of material. A new certi ficate shall be issued at least every 30 days or upon receiving or manufacture of a new m aterial. The original of each Certificate of Analysis shall be mailed to the Departme nts Asphalt Pavement Engineer. The Contractor shall give the s upplier sufficient notice of ord ers 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 Ladin g shall include the applicable certificate number and shall include a printed or stamped state ment such as the following: “THIS IS TO CERTIFY THAT THE ASPHALT MATERIAL REPRESENTED BY THIS LOADING INVOICE CONFORMS T O THE SPECIFICATIONS OF THE PURCHASER FOR THE MATERIAL TYPE AND GRADE STATED THEREON.” In the event an intermediate ha uler 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 Ce rtificate 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 shal l be identified on the mix plant documentation and accompanied by test results and certifi cation showing the effect of the additives introduced, if any.
702.04 Emulsified Asphalt Emulsifie d 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 conf orm to the requirements in the following table: Type Rapid-Setting Grade RS-1h 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
Source: Maine Standard Specifications for Road and Bridge Construction, 2020 Edition. Pages 711–712 of 817.