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milligram cubic meters and ppm

milligram cubic meters and ppm, Total:25 items.

In the international standard classification, milligram cubic meters and ppm involves: .


Society of Automotive Engineers (SAE), milligram cubic meters and ppm

  • SAE AMS3793/1-1986 TAPE AND WEBBING, TEXTILE, PARA-ARAMID Intermediate Modulus 1/2 in. (12.5 mm), 0.06 to 0.56 oz per yd (1.9 to 17.4 g/m)
  • SAE AMS3793/7-1986 TAPE AND WEBBING, TEXTILE, PARA-ARAMID Intermediate Modulus 1-1/2 in. (37.5 mm), 0.12 to 0.47 oz per yd (3.7 to 14.6 g/m)
  • SAE AMS3793/8-1986 TAPE AND WEBBING, TEXTILE, PARA-ARAMID Intermediate Modulus 1-3/4 in. (44 mm), 0.17 to 2.50 oz per yd (5.3 to 77.5 g/m)

The American Road & Transportation Builders Association, milligram cubic meters and ppm

  • AASHTO T 180-2010 Standard Method of Test for Moisture-Density Relations of Soils Using a 4.54-kg (10-lb) Rammer and a 457-mm (18-in.) Drop
  • AASHTO T 180-2015 Standard Method of Test for Moisture-Density Relations of Soils Using a 4.54-kg (10-lb) Rammer and a 457-mm (18-in.) Drop
  • AASHTO T 180-2018 Standard Method of Test for Moisture-Density Relations of Soils Using a 4.54-kg (10-lb) Rammer and a 457-mm (18-in.) Drop
  • AASHTO T 180-2021 Standard Method of Test for Moisture-Density Relations of Soils Using a 4.54-kg (10-lb) Rammer and a 457-mm (18-in.) Drop
  • AASHTO R 64-2014 Standard Recommended Practice for Sampling and Fabrication of 50-mm (2-in.) Cube Specimens Using Grout (Non-Shrink) or Mortar
  • AASHTO R 64-2015 Standard Practice for Sampling and Fabrication of 50-mm (2-in.) Cube Specimens Using Grout (Non-Shrink) or Mortar
  • AASHTO TP 83-2010 Standard Method of Test for Sampling and Fabrication of 50-mm (2-in.) Cube Specimens Using Grout (Non-Shrink) or Mortar Revision 1

AASHTO - American Association of State Highway and Transportation Officials, milligram cubic meters and ppm

  • T 180-2017 Standard Method of Test for Moisture-Density Relations of Soils Using a 4.54-kg (10-lb) Rammer and a 457-mm (18-in.) Drop
  • T 180-2001 Standard Method of Test for Moisture-Density Relations of Soils Using a 4.54-kg (10-lb) Rammer and a 457-mm (18-in.) Drop
  • T180-1993 Standard Method of Test for Moisture-Density Relations of Soils Using a 4.54-kg (10-lb) Rammer and a 457-mm (18-in.) Drop
  • T 180-2015 Standard Method of Test for Moisture-Density Relations of Soils Using a 4.54-kg (10-lb) Rammer and a 457-mm (18-in.) Drop
  • T 180-2009 Standard Method of Test for Moisture-Density Relations of Soils Using a 4.54-kg (10-lb) Rammer and a 457-mm (18-in.) Drop
  • T99-1994 Standard Method of Test for the Moisture-Density Relations of Soils Using a 2.5 kg (5.5 lb) Rammer and a 305 mm (12 in.) Drop
  • T 180-2010 Standard Method of Test for Moisture-Density Relations of Soils Using a 4.54-kg (10-lb) Rammer and a 457-mm (18-in.) Drop
  • T 99-2017 Standard Method of Test for Moisture–Density Relations of Soils Using a 2.5-kg (5.5-lb) Rammer and a 305-mm (12-in.) Drop
  • R 64-2017 Standard Practice for Sampling and Fabrication of 50-mm (2-in.) Cube Specimens Using Grout (Non-Shrink) or Mortar
  • R 64-2014 Standard Recommended Practice for Sampling and Fabrication of 50-mm (2-in.) Cube Specimens Using Grout (Non-Shrink) or Mortar
  • R 64-2015 Standard Practice for Sampling and Fabrication of 50-mm (2-in.) Cube Specimens Using Grout (Non-Shrink) or Mortar
  • TP 83-2010 Standard Method of Test for Sampling and Fabrication of 50-mm (2-in.) Cube Specimens Using Grout (Non-Shrink) or Mortar (Revision 1)

NL-NEN, milligram cubic meters and ppm

  • NEN 7200-1988 Plastics pipelines for the transport of gas, drinking water and waste water Buttwelding of PE pipes and fittings with a density of at least 930 kg/m3

API - American Petroleum Institute, milligram cubic meters and ppm

  • API MPMS 11.2.2M-1986 Manual of Petroleum Measurement Standards Chapter 11.2.2M-Compressibility Factors for Hydrocarbons: 350–637 Kilograms per Cubic Metre Density (15°C) and –46°C to 60°C Metering Temperature (FIRST EDITION)
  • API MPMS 11.2-1984 Manual of Petroleum Measurement Standards Chapter 11.2.1 and 11.2.1M - Compressibility Factors for Hydrocarbons: 0-90 Degrees API Gravity and 638-1074 Kilograms per Cubic Metre Ranges Chapter 11.2.3 and 11.2.3M - Water Calibration of Provers Computer Tape




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