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4/10/2014 Apparatus for In-Situ Density Test 1. Pouring cylinder 7. Meter 2. Pointed steel rod 8. Hammer 3. Large screw driver 9. Bent spoon dibber 4. Sand or silica container 10. Gloves 5. Glass plate 11. Metal trays, 500mm square, 50mm depth with 200mm dia. hole in
There are several methods available for the determination of in-situ density. Two commonly used methods are: 1. Core Cutter Method 2. Sand Replacement Method. 1. Core Cutter Method: Core cutter method is used to determine the in-situ density of fine :
IN-SITU DENSITY TESTS MATERIAL TESTING EQUIPMENT Product Code UTS-0990A Balloon Density Apparatus 1600 ml ASTM UTS-0993NF Balloon Density Apparatus 3000 ml NF ASTM D2167; NF P94-061-2: AASHTO T205 Standards Balloon Density
This test is done to determine the in-situ dry density of soil by sand replacement method as per IS: 2720 (Part XXVIII) 1974. The apparatus needed is i) Sand-pouring cylinder conforming to IS: 2720 (Part XXVIII) -1974 ii) Cylindrical calibrating container conforming to
The in-situ density is normally used for highway or pavement design purposes, providing designers and engineers with the relevant ‘degree of compaction’ (required for highway and site specifications). This allows our clients to be confident in the compaction of the
Reporting of results for IN-SITU density by core cutter method The results of the test shall be recorded in a suitable form. A recommended proforma for the record of the results of this test is given in Appendix A. The following values shall
11/2/2020 What's up guys! Here is our new vlog entitled "how to do a compaction test or in-situ density test." Please subscribe to our channel https://tinyurl/QAQC...
27/11/2012 The in-situ test selected by the Contractor is the sand-replacement test with associated OMC/MDD from lab testing. Nuclear density gauge was ruled out due to issues associated with radioactive permitting in the country. Now the Contractor has to achieve 95% of MDD of fill with a different grading including up to 5% 300mm dia.
27/5/2018 Core cutter method for cohesive soils free from coarse-grained material as per clause 2.4,BS 1377 Part 9
on planning and supervising laboratory tests， to ensure that quality test results are obtained. 3.8 DETERMINATION OF IN-SITU BULK DENSITY， IN-SITU 34 DRY DENSITY AND RELATIVE COMPACTION 3.9 DETERMINATION OF CALIFORNIA 35 3.10