WebMethods C, D: 19.0 minus Methods C, D: 19.0 minus Test Sample Size, kg Method A: 3 Method B: 7 Method C: 5 (1) Method D: 11(1) Energy, kN-m/m. 3. 592 2,693 (1) This may not be a large enough sample depending on your nominal maximum size for moisture content samples. Table 2 ... WebFM 1-T099 The Moisture-Density Relations of Soils Using . a 2.5kg or 5.5lb Rammer and a 305mm or 12in Drop . P F N/A Molds ... 20. Capable of maintaining 230 ± 9º F (110 ± 5º C ) Straightedge 21. Made of Steel 22. At least 10 in (25 cm) long – one beveled edge 23. Edge plane to 0.01in or 0.1% of length within the portion used for trimming ...
Standard proctor test procedure pdf - Australian examples …
WebJun 27, 2014 · Dynamic gas pressure (pressure drop should be measurable between ½“ and 1” WC) However, there is a step that not many contractors know about: checking the … WebSep 27, 2024 · Since all of the material will pass a No. 4 Sieve, use FM 1-T099, Method A. 2. It is important that you prepare the specimen in accordance with FM 1-T099. Please mix the material thoroughly. 3. Since we are sending out a 10 pound specimen, you must decide how to take the moisture in accordance with the procedure ... phillip diehl baseball reference
Equipment Checklist FM 1-T099 The Moisture-Density …
WebDec 1, 2024 · 1.1 This test method describes the procedure for determining the maximum dry density and optimum moisture content for a soil by the Proctor Alternate Method D. Exam coordinators serve as the liaison between the test site, candidates, proctor, and NCCT. They are responsible for They are responsible for scheduling examination dates … Web5.1 The sample shall be obtained in accordance with FM 1-T168, the Method of Sampling Bituminous Paving Mixtures. The test sample shall consist of two specimens of approximately 1000 g to 1100 g each. FLORIDA DEPARTMENT OF TRANSPORTATION State Materials Office 5007 NE 39th Avenue Gainesville, Florida 32609 October 26, 2024 WebSUBARTICLE 125-8.1.6 is deleted and the following substituted: 125-8.1.6 Placement and Compaction: Place the material in horizontal layers ... Standard Proctor maximum density as determined by AASHTO FM 1-T099, Method C, or the requirements of 125-8.3.3.1 when applicable. When the cover height below the bottom of base phillip disharoon facebook profiles