805.01 Mineral Filler, Hydrated Lime, Calcium Chloride, Brick and Blo cks.
Notes to Asphalt Materials Table No. 5. NOTE #1. Stone Coating Test. Use AASHTO T 59, Coating Test, except the mixture of stone and asphalt emulsion shall be mixed vigorously for five minutes and then immediately drenched with approximately twice its own volume of tap water at room temperature after which the aggregate shall be at least 90 percent coated with an asphalt film. NOTE #2. Modified Sand Coating Test. Use AASHTO T 59, Coating Test, ex cept a mixture of air -dry test aggregate and asphalt emulsion shall be mixed thoroughly for five minutes then allowed to stand for five hours, after which the mixture shall be capable of being mixed for an additional five minutes. The mixture shall then be drenched with approximately twice its own volume of tap water at room temperature without showing more than 10 percent loss of bituminous film. The test aggregate for use in this test shall be a combination of 90 percent concrete sand and 10 percent Portl and cement. The amount of asphalt emulsion used shall be 10 percent by weight {mass} of the aggregate. NOTE #3. Float Test. Use AASHTO T 50, with the exception that the residue shall be allowed to cool to room temperature and re- melted at lowest possibl e temperature that will bring it to a sufficiently fluid condition for easy pouring. Then pour into the collar for completion of the float test. NOTE #4. Viscosity Test. If the Viscosity Test begins to drip at 122 °F {50 °C} test temperature, the test s hall be repeated at 160 °F {70 °C}. The Viscosity at 160 °F {70 °C} shall not exceed 200 seconds.
f.Asphalt Materials Table Number 6, Emulsified Petroleum Resin. ASPHALT MATERIALS TABLE NO. 6 SPECIFICATIONS FOR EMULSIFIED PETROLEUM RESIN RESULTS TEST METHODS TESTS Minimum Maximum ASTM AASHTO Particle Charge Test Positive D 244 T 59 Residue, % * (Residue contains 5% Asphalt) 60 -- D 244 T 59 Sieve Test, % ** -- 0.1 D 244 T 59 Viscosity, @ 77 °F {25 °C}, SFS 14 60 D 244 T 59 Tests on Residue: Flash Point, COC ( °F) Viscosity at 140 °F {60 °C} (cST) --- D 92 D 2170 T 48 T 201 * ASTM D 244 Evaporation Test for percent of residue is modified by heating 50 gram sample to 149 °C until foaming ceases, then cooling immediately and calculating results. ** Test procedure identical with ASTM except that distilled water shall be used in place of 2% sodium oleate solution. MINERAL FILLER, HYDRATED LIME,CALCIUM CHLORIDE, BRICK, AND BLOCKS
805.01 Mineral Filler, Hydrated Lime, Calcium Chloride, Brick and Blocks.
These minerals shall meet the following requirements:
807.01 Water for Cement Concrete.
Mineral Filler AASHTO M 17 Hydrated Lime ASTM C 207, Type N. Calcium Chloride AASHTO M 144, Type S or L Sewer Brick AASHTO M 91, Grade S.M. or M.M. Building Brick (Clay or Shale) ASTM C 62 , Grade S.W. or M.W. Concrete Brick (Manholes, etc) ASTM C 55, Type 11, Grade S Concrete Brick (Buildings) ASTM C 55, Typ e 1, Grade N -I or N -II Concrete Block (Hollow Load Bearing) ASTM C 90, Grade N, Type I or II
805.02 Mineral Filler for Hot Mix Asphalt.
These minerals shall consist of finely divided mineral matter such as crusher fines, rock dust, slag dust, hydrated lime, hydraulic cement, Portland cement, loess or Class "F" fly ash meeting the requirements of AASHTO M 17. Any lime based product shall meet the requirements of AASHTO M 303. SECTION 806 MINERAL ADMIXTURES
806.01 Mineral Admixtures.
a.General . The Department has established a list of Mineral Admixtures For Use In Portland Cement Concrete. These products can be found on List I -3 of the Department’s "Materials, Sources, and Devices With Special Acceptance Requiremen ts" Manual. Refer to Subarticle 106.01(f) and ALDOT -355 concerning this list.
b.Fly Ash . Fly ash shall consist of the finely divided residue or ash that remains after burning finely pulverized coal at high temperatures and shall meet the requirements of AASHTO M 295.
c.Microsilica . Microsilica for use as a mineral admixture in Portland cement concrete shall meet the requirements of AASHTO M 307.
d.Ground Granulated Blast Furnace Slag . Ground granulated blast furnace slag for use as a mineral admixture in Portland cement concrete shall meet the requirements of AASHTO M 302, Grade 100 or 120. The total cementitious material (the ground granulated blast furnace slag and the cement) shall m eet the total alkali content requirement in Article 815.07. Additional requirements are given in Section 501 . If ground granulated blast furnace slag is used as a mineral admixture in soil -cement stabilization, the ground granulated blast furnace slag shal l meet the requirements of AASHTO M 302, Grade 100 or 120, and the content shall be 50 % of the weight {mass} of the total cementitious material. SECTION 807 WATER
807.01 Water for Cement Concrete.
a.Water used in cement concrete shall be fresh, free from oil, and shall not contain impurities in excess of the following limits: Acidity or alkalinity calculated in terms of calcium carbonate 500 mg/L AASHTO T 26 Total organic solids 500 mg/L AASHTO T 26 Total inorg anic solids 500 mg/L AASHTO T 26 Chloride Ion Concentration 250 mg/L AASHTO T 26 Sulfate Ion Concentration 250 mg/L AASHTO T 26 pH Min. 6.0, Max. 8.0 ASTM D 1293
b.A comparison of the given water with distilled water can be obtained by making standard soundness, time of setting, and mortar strength tests with standard Ottawa sand, using the same cement of standard quality with each water. Any indication of unsoundness, marked change in time of setting,
Source: Alabama Standard Specifications for Highway Construction, 2022 Edition. Pages 723–723 of 934.