Search results with tag "Aashto t"
STANDARD CONSTRUCTION SPECIFICATIONS FOR ASPHALT …
www.muni.orgAASHTO T-180-D Test for Moisture-Density Relations of Soils AASHTO T-102 Spot Test of Asphaltic Materials AASHTO T-164 Test for Quantitative Extraction of Bitumen* AASHTO T-195 Test for Coated Particles for Bituminous Mixtures AASHTO T-168 Sampling Bituminous Paving Mixtures AASHTO T-304 Uncompacted Void Content of Fine Aggregate (Fine ...
INDOT Subgrade Standard Specification & ITM Updates
secure.in.gov•Testing and mix design shall be in accordance with 215.03. • Contactor is responsible for all tests required to determine the optimum cement content for producing stabilized subgrade. • Subgrade shall have minimum unconfined compressive strength of 300 psi at 7 days. (AASHTO T 208) • The testing shall be performed by a Qualified Geotechnical Consultant.
M·MMP·1·09/06 LIBRO: MMP. MÉTODOS DE MUESTREO Y …
normas.imt.mxTÍTULO: 09. Compactación AASHTO A. CONTENIDO Este Manual describe los procedimientos de prueba AASHTO estándar (AASHTO T 99-95) y AASHTO modificada (AASHTO T 180-95), para determinar mediante la curva de compactación, la masa volumétrica seca máxima y el contenido de agua óptimo de los materiales para terracerías a
FOP AASHTO T 99 / T 180 (18) - WAQTC
www.waqtc.org• AASHTO T 180-18: Methods A, B, C, and D This test method applies to soil mixtures having 40 percent or less retained on the 4.75 mm (No. 4) sieve for methods A or B, or, 30 percent or less retained on the 19 mm (¾ in.) with methods C or D. The retained material is defined as oversize (coarse) material.
Sikacrete®-211 SCC Plus
usa.sika.comFreeze-Thaw Stability 300 cycles > 99 % (ASTM C-666) Freeze Thaw De-Icing Salt Resistance 50 cycles 2 (ASTM C-672) Sulfate Resistance 0.006* (ASTM C-1012) *Length change after 6 months at 73 °F (23 °C) and 50 % R.H. Rapid Chloride Permeability 28 days < 650 Coulombs (ASTM C-1202 AASHTO T-277) APPLICATION INFORMATION Mixing Ratio 5.5-6 pints ...
SPECIFIC GRAVITY AND ABSORPTION OF COARSE …
apps.itd.idaho.gov1. Obtain the sample in accordance with the FOP for AASHTO T 2 (see Note 1). 2. Mix the sample thoroughly and reduce it to the approximate sample size required by Table 1 in accordance with the FOP for AASHTO T 248. 3. Reject all material passing the appropriate sieve by dry sieving. 4.
Division 9 Materials
www.wsdot.wa.govThe sand equivalent sample will be prepared in accordance with the FOP for AASHTO T 176. For acceptance, there must be a clear line of demarcation. If no clear line of demarcation ... Expansion at 180 days shall be 0.10 percent or less. Page 9-4 2022 Standard Specifications M 41-10 9-01 Cement 4. Type IT(SX)(LY), where (SX) equals the targeted ...
Division 9 Materials - Washington State …
www.wsdot.wa.gov2018 Standard Specifications M 41-10 Page 9-5 ituminous Materials 9-02 The Direct Tension Test (AASHTO T 314) of M 320 is not a Specification requirement.
FOP AASHTO 89 - WAQTC
www.waqtc.orgfield operating waqtc aashto t 89 (14) procedure library t89_short_14 t 89-1 pub. october 2014 determining the liquid limit of soils fop for aashto t 89
SIEVE ANALYSIS OF FINE AND COARSE …
www.waqtc.orgaggregate waqtc aashto t 27/t 11 t27_t11_short aggregate 4-1 october 2011 sieve analysis of fine and coarse aggregates fop for aashto t 27 (11)
Superpave Design Manual 032905 - CTQP Home …
www.ctqpflorida.comTopic No.: 675-000-000 Materials Manual Superpave Mix Design Manual March 29, 2005 Superpave Mix Design Manual Page 2 AASHTO T 176 Plastic Fines in Graded Aggregates and Soils by Use of the