View Lab Report - 379142956-Marshall-Mix-Design-Lab-Reportdocx from MTR 241 at Seneca College. The Marshall stability and flow test provides the performance prediction measure for the Marshall mix design method.
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Lab mixing and compaction temperatures for all mixtures were selected in accordance with viscosity criteria stated by the Asphalt Institute in MS-2 U.
. Gmb bulk specific gravity of compacted mixture. Students are also required to complete standard forms for the measurements and calculations obtained through the design process. Asphalt binder vs measured values.
4142020 14324 PM. If mix composition is determined as percent by weight of the total mixture. 2nd semester 1433H CE432-Highway Engineering LABORATORY MARSHALL MIX DESIGN PROJECT f Project Details Group 1 Group 2 Group 3 Group 4 Group 5 Mix 1 Mix 2 Mix 3 Mix 4 Mix 5 Binder 4 45 5 55 60 Content 1 Prepare three pills and compact 75 blows each side.
Number of blows was used in this test is 75 blows for both face top and bottom. 42 MARSHALL MIX DESIGN. For Marshall Rice and IMC will be performed as specified in Sections 8-10 11 and 13 respectively.
Percent Air Voids Pa - The volume of air voids in a compacted mixture expressed as a percentage of the total mix volume. These are prepared using a specified procedure for heating mixing and compacting the asphalt-aggregate mixture. The weight of hammer is 454 kg and height of fall is 457 cm.
Originally developed by Bruce Marshall of the Mississippi State Highway Department the US Army Corps of Engineers refined and added certain features to Marshalls approach and it was then subsequently. The mix is placed in the mould and compacted by a rammer with about 75 blows on each side. Compact three specimens at each of five asphalt contents spanning the expected optimum asphalt content.
The Marshall stability of the mix is defined as the maximum load carried by the specimen at a standard test temperature of 60C. Determine the density of each pill and calculate the average density γ Determine the specific gravity for each of the compacted pills and. There are two major features of the Marshall method of mix design.
The aggregate and asphalt were mix together at. Then It is then placed in the Marshall stability testing machine and loaded at a constant rate of. Standard Asphalt Institute MS 2.
HK01 CIVIL ENGINEERING PROGRAM FACULTY OF CIVL ENGINEERING UNIVERSITY MALAYSIA SABAH KA31802 LABORATORY OF GEOTHECHNIC HIGHWAY DUE DATE. The Marshall method of mix design is used to determine the optimum bitumen content of dense graded HMA mixes. View Lab Report - Marshall Mix Designdocx from CIVIL ENGI 123 at University of Jordan.
Share Marshall Mix Design Lab Report. Marshall Mix Design is one of the oldest design methods used to estimate the suitable. F5 MARSHALL MIX DESIGN MEMBERS.
The two principle features of the Marshall method of mix design are a density-voids analysis. Determine the relative density of each specimen and the. HK01 CIVIL ENGINEERING PROGRAM FACULTY OF CIVL ENGINEERING UNIVERSITY MALAYSIA SABAH KA31802 OF.
Considered for any mix design method. For the present work the bituminous mix is designed using the Marshall Method and arrived at the volumetric properties. Temperature 140⁰C - 160⁰C.
Section 15 Report 20 Figure 1 Example Mix Design Composite With and Without Mineral Admixture 23 Figure 2 Example Weigh Up Sheet 1 24 Figure 3 Example Weigh Up Sheet 2 25 Figure 4. Microsoft PowerPoint - 22 - Marshall Mix Design Author. 22nd MARCH 2018 TITTLE.
6 Figure 1 sb Where. Before breaking the pills. Download View Marshall Mix Design Lab Report as PDF for free.
Load is applied to the specimen till failure and the maximum load is designated as stability. The Marshall method uses standard test specimens of 635 mm height by a 1016 mm diameter. This site is like the Google for academics science and research.
Establish mixing and compaction temperatures from the viscosity-temperature chart. The compacted specimen should have a thickness of 635 30mm. VMA 100 - G P G mb s Eq.
The compacting temperature may be about 135C for 6070 grade bitumen. The stability portion of the test measures the maximum load supported by the test specimen at a loading rate of 508 mmminute. VMA voids in mineral aggregate percent of bulk vol Gsb bulk specific gravity of aggregate.
The same mixcompaction temperatures were used for both the Marshall and SUPERP A VETM Level I mix design procedures. To complete the Marshall Mix design students are required to write a detailed report using the results of the work done with a discussion of the results and conclusions drawn. Chapter 4 Marshall Mix Design and Analysis School of Engineering Cochin University of Science and Technology 49 specified in the ASTM standard ASTM D1559.
I density-voids analysis and ii stability-flow tests. Voids in the Mineral Aggregate VMA - The voids created by the aggregate. Of 50 mm per minute.
Mix 1 Group 2 Mix 2 Group 3 Mix 3 Group 4 Mix 4 Group 5 Mix 5 Binder Content 4 45 5 55 60 1 Prepare three pills and compact 75 blows each side. 1In conducting the stability test the specimen is immersed in a bath of water at a temperature of 60 1C for a period of 30 minutes. Create aggregate blend to meet gradation specifications.
The Marshall Method of mix design is intended both for laboratory design and field control of bituminous hot-mix dense graded paving mixtures. The Marshall sample is weighted to get the dry air mass and surface dry mass. The basket was placed with the Marshall sample not.
Determine the density of each pill and calculate the. KT-15 Ps aggregate percent by total dry weight of mixture. AGGREGATE SPECIFIC GRAVITIES AND ABSORPTION.
Marshall Mix Design Steps 1.
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