WebWhen very large volumes of fill material are anticipated, or when larger areas are being considered as borrow areas, the DTSC recommends that a Phase I or PEA … WebQuestion: 3-3 To construct a 28,000 m3 embankment, material from a borrow site with an average wet unit weight of 17.8 kN/m3 and water content of 10.0% is considered. The Standard Proctor test results on a representative sample of silty sand from the borrow site is presented below. The specification requires a minimum of 95% relative compaction.
Chapter 21 Materials Source Investigation and Report
WebC. Borrow. located outside the construction limits that are required for the construction of the embankment. When borrow is specified or used, use suitable materials that conform to 203.02.R. D. Compaction Testing. The Department will perform the compaction testing of embankment and subgrade according to Supplement 1015. WebA listing of qualified products and sources that meet INDOT specifications for immediate use on INDOT Contracts. (submitted by Materials and Tests) Indiana Test Methods Index. … how to make scatter cushions
Excavation and Embankment - Colorado Department of …
WebMar 15, 2024 · Store manager Kim Davis led one of the first stores to test Borrow a Cup in the U.S. “Customers were just so excited to try something new and my partners had a lot of pride in testing it and giving that feedback to make the program even better,” said Kim Davis, store manager. “I do think that everyone really does want to contribute to a ... WebA geotechnical testing company reported results of a Modified Proctor compaction test for a soil from a borrow site. The results of this test were a maximum dry unit weight of 127 … WebDec 18, 2024 · 209.3.2 Source Testing. The Department will assist the contractor in determining the quality and quantity of material from sources the contractor proposes to … m to fathoms