WebFM 1-T 085 is identical to AASHTO T 85 except for the following provisions: 1. Replace all occurrences of “T 2” with FM 1-T 002. Also replace all occurrences of “T 84” with FM 1-T 084. Also replace all occurrences of “T 248” with FM 1-T 248. 2. Add the following at the end of Section 5.1: The oven-dried method shall be used for ... WebOct 6, 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 ...
Standard proctor test procedure pdf - Australian examples …
Web1. Delete Section 1.2 and the engineer will determine which method shall govern. 2. “Calibration of Measure” in sections 3.1.1 and 3.1.2 shall not be required. Volume of … WebStandard Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort (56,000 ft-lbf/ft 3(2,700 kN-m/m ))1 This standard is issued under the fixed designation D1557; the number immediately following the designation indicates the year of original adoption or, in the case of revision, the year of last revision. ... cryptoland youtube
Florida Department of Transportation
Webthe asphalt mixture from FM 1-T 209 1. 5.2 Balance and water bath from FM 1-T 166. 5.3 Water bath capable of maintaining a temperature of 60 ± 1 C (140 ± 2 F). 5.4 Freezer maintained at –18 ± 3 C (0 ± 5 F). 5.5 A supply of plastic film for wrapping, heavy-duty leak-proof plastic bags to WebProctor maximum density as determined by FM 1-T099, Method C, with the following exceptions: embankment constructed by the hydraulic method as specified in 120-8.3; material placed outside the standard minimum slope as specified in 120-8.2.4 except when a structure is supported on existing embankment; and, other areas specifically excluded … 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 dustin and wendy calhoun conway sc