Alternative Cement-Treated Base Construction with Class A Aggregate Mixtures in Provincial Road Maintenance Periodic in West Java

Yudi Sekaryadi; Anastasia Caroline Sutandi

doi:doi:10.11648/j.ajcbm.20190302.13

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Alternative Cement-Treated Base Construction with Class A Aggregate Mixtures in Provincial Road Maintenance Periodic in West Java

Yudi Sekaryadi, Anastasia Caroline Sutandi

Published in American Journal of Construction and Building Materials (Volume 3, Issue 2)

Received: 4 July 2019 Accepted: 27 September 2019 Published: 4 December 2019

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Abstract

To handle roads that have a subgrade with a CBR (California Bearing Ratio) of less than 2% and a plasticity index of more than 20%, one of them is by using CTB (Cement Treated Base) pavement on the foundation layer. CTB is a mixture of materials consisting of coarse aggregates, fine aggregates, cement, and water. Periodic maintenance of roads in the southern part of West Java Province uses a pavement structure that is, AC-WC as a surface layer, CTB as the upper foundation layer, class A aggregate, as the lower foundation layer. Based on the contract time calculation, there will be a delay in the execution of the work, because the quary material is only 1 location and there is a build-up of mixing and mixing of coarse and fine aggregates to meet the mixture of CTB and class A aggregates. A is only one aggregate fraction so that in the quarry material only one time is made and mixed. Research on the nature and characteristics of the aggregate obtained results, namely the volume volume of the CTB mixture using a class A aggregate mixture: portland cement (1%), water (2.08%), fine aggregate (3.41%), and coarse aggregate (4.74%). While the results of the concrete compressive strength test on the mixture of CTB with CTB aggregate obtained an average compressive strength value of 127.70kg/cm2 greater than the planned compressive strength of 125kg/cm2. For CTB mixture using CTB aggregate, it becomes: Portland cement (1%), water (1.0%), fine aggregate (2.70%), and coarse aggregate (3.20%). While the concrete compressive strength test results on the mixture of CTB with CTB aggregate obtained an average compressive strength value of 126.80kg/cm2 greater than the planned compressive strength of 125kg/cm2. After modification of the pavement type, the road pavement structure becomes a surface layer with 4cm thick AC-WC, the upper foundation layer uses CTB with class A thick aggregate 20, the lower foundation layer with class A aggregate 20cm thick, and the original soil as a subgrade layer.

Published in	American Journal of Construction and Building Materials (Volume 3, Issue 2)
DOI	10.11648/j.ajcbm.20190302.13
Page(s)	35-42
Creative Commons	This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.
Copyright	Copyright © The Author(s), 2019. Published by Science Publishing Group

Keywords

Road Periodic Maintenance, Cement Treated Base, Base Layer, Class A Aggregate

References

[1]	Bowles, J, E., Analysis and design of foundation volume 1, Erlangga; Jakarta, 1997.
[2]	Burningham S, and Natalya Stankevich N, 2005, why road maintenance is important and how to get it done, The World Bank, Washington, Dc Transport Note No. Trn-4 June 2005.
[3]	Government of the Republic of Indonesia, Minister of Public Works Regulation No. 13 of 2012 Concerning Road Maintenance and Ownership Procedures, Jakarta, 2012.
[4]	Government of the Republic of Indonesia, Government Regulation Number 34 of 2006 concerning Roads, Jakarta, 2006.
[5]	Government of the Republic of Indonesia, Ministry of Public Works, Directorate General of Highways, General Specifications of Roads and Bridges, 2010.
[6]	Herman and Edwar J, The Effect of Cement Variation on the Flexural Type CBR Base Cement Treated Base (CTB) Value, Journal of Civil Engineering Foundation, Volume 10 No. 2, October, 2014.
[7]	International Road Maintenance Handbook, Practical Guidelines For Rural Road Maintenance, Transport Research Laboratory, United Kingdom, 2005.
[8]	Kezdi, A., Stabilized Earth Road, Elsvier Scientific Publishing Company, New York, 1979.
[9]	Mulyono, T, Concrete Technology, Yogyakarta, 2005.
[10]	National Standardization Body, Procedure for making normal concrete mix plans, SNI 03-2834-2000, Jakarta, 2000.
[11]	Nusantoro, A, Alami N, and Nurkholis, Strength Analysis of Cement Treated Base (CTB) with Additive Substances Addition Using Soil Content Variations, The 7th University Research Colloqium, Muhammadiyah University, 2018.
[12]	West Java Provincial Government, West Java Provincial Medium-Term Development Plan (2018-2023), Bandung, 2018.
[13]	West Java Provincial Government, Road and Bridge Design Documents on Sindangbarang – Agrabinta Roads, Bandung, 2015.
[14]	West Java Chamber of Commerce and Industry (KADIN), Spur Economic Competitiveness in South West Java, 2012.
[15]	West Java Provincial Government, Strategic Plan of the Highways Office of West Java Province 2013-2018, Bandung, 2017.
[16]	West Java Provincial Government, Report on the Results of the Soil Investigation Survey on Sindangbarang- Agrabinta-Tegalbuleud Roads, Bandung, 2013.

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APA Style

Yudi Sekaryadi, Anastasia Caroline Sutandi. (2019). Alternative Cement-Treated Base Construction with Class A Aggregate Mixtures in Provincial Road Maintenance Periodic in West Java. American Journal of Construction and Building Materials, 3(2), 35-42. https://doi.org/10.11648/j.ajcbm.20190302.13

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ACS Style

Yudi Sekaryadi; Anastasia Caroline Sutandi. Alternative Cement-Treated Base Construction with Class A Aggregate Mixtures in Provincial Road Maintenance Periodic in West Java. Am. J. Constr. Build. Mater. 2019, 3(2), 35-42. doi: 10.11648/j.ajcbm.20190302.13

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AMA Style

Yudi Sekaryadi, Anastasia Caroline Sutandi. Alternative Cement-Treated Base Construction with Class A Aggregate Mixtures in Provincial Road Maintenance Periodic in West Java. Am J Constr Build Mater. 2019;3(2):35-42. doi: 10.11648/j.ajcbm.20190302.13

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@article{10.11648/j.ajcbm.20190302.13,
  author = {Yudi Sekaryadi and Anastasia Caroline Sutandi},
  title = {Alternative Cement-Treated Base Construction with Class A Aggregate Mixtures in Provincial Road Maintenance Periodic in West Java},
  journal = {American Journal of Construction and Building Materials},
  volume = {3},
  number = {2},
  pages = {35-42},
  doi = {10.11648/j.ajcbm.20190302.13},
  url = {https://doi.org/10.11648/j.ajcbm.20190302.13},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajcbm.20190302.13},
  abstract = {To handle roads that have a subgrade with a CBR (California Bearing Ratio) of less than 2% and a plasticity index of more than 20%, one of them is by using CTB (Cement Treated Base) pavement on the foundation layer. CTB is a mixture of materials consisting of coarse aggregates, fine aggregates, cement, and water. Periodic maintenance of roads in the southern part of West Java Province uses a pavement structure that is, AC-WC as a surface layer, CTB as the upper foundation layer, class A aggregate, as the lower foundation layer. Based on the contract time calculation, there will be a delay in the execution of the work, because the quary material is only 1 location and there is a build-up of mixing and mixing of coarse and fine aggregates to meet the mixture of CTB and class A aggregates. A is only one aggregate fraction so that in the quarry material only one time is made and mixed. Research on the nature and characteristics of the aggregate obtained results, namely the volume volume of the CTB mixture using a class A aggregate mixture: portland cement (1%), water (2.08%), fine aggregate (3.41%), and coarse aggregate (4.74%). While the results of the concrete compressive strength test on the mixture of CTB with CTB aggregate obtained an average compressive strength value of 127.70kg/cm2 greater than the planned compressive strength of 125kg/cm2. For CTB mixture using CTB aggregate, it becomes: Portland cement (1%), water (1.0%), fine aggregate (2.70%), and coarse aggregate (3.20%). While the concrete compressive strength test results on the mixture of CTB with CTB aggregate obtained an average compressive strength value of 126.80kg/cm2 greater than the planned compressive strength of 125kg/cm2. After modification of the pavement type, the road pavement structure becomes a surface layer with 4cm thick AC-WC, the upper foundation layer uses CTB with class A thick aggregate 20, the lower foundation layer with class A aggregate 20cm thick, and the original soil as a subgrade layer.},
 year = {2019}
}

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TY  - JOUR
T1  - Alternative Cement-Treated Base Construction with Class A Aggregate Mixtures in Provincial Road Maintenance Periodic in West Java
AU  - Yudi Sekaryadi
AU  - Anastasia Caroline Sutandi
Y1  - 2019/12/04
PY  - 2019
N1  - https://doi.org/10.11648/j.ajcbm.20190302.13
DO  - 10.11648/j.ajcbm.20190302.13
T2  - American Journal of Construction and Building Materials
JF  - American Journal of Construction and Building Materials
JO  - American Journal of Construction and Building Materials
SP  - 35
EP  - 42
PB  - Science Publishing Group
SN  - 2640-0057
UR  - https://doi.org/10.11648/j.ajcbm.20190302.13
AB  - To handle roads that have a subgrade with a CBR (California Bearing Ratio) of less than 2% and a plasticity index of more than 20%, one of them is by using CTB (Cement Treated Base) pavement on the foundation layer. CTB is a mixture of materials consisting of coarse aggregates, fine aggregates, cement, and water. Periodic maintenance of roads in the southern part of West Java Province uses a pavement structure that is, AC-WC as a surface layer, CTB as the upper foundation layer, class A aggregate, as the lower foundation layer. Based on the contract time calculation, there will be a delay in the execution of the work, because the quary material is only 1 location and there is a build-up of mixing and mixing of coarse and fine aggregates to meet the mixture of CTB and class A aggregates. A is only one aggregate fraction so that in the quarry material only one time is made and mixed. Research on the nature and characteristics of the aggregate obtained results, namely the volume volume of the CTB mixture using a class A aggregate mixture: portland cement (1%), water (2.08%), fine aggregate (3.41%), and coarse aggregate (4.74%). While the results of the concrete compressive strength test on the mixture of CTB with CTB aggregate obtained an average compressive strength value of 127.70kg/cm2 greater than the planned compressive strength of 125kg/cm2. For CTB mixture using CTB aggregate, it becomes: Portland cement (1%), water (1.0%), fine aggregate (2.70%), and coarse aggregate (3.20%). While the concrete compressive strength test results on the mixture of CTB with CTB aggregate obtained an average compressive strength value of 126.80kg/cm2 greater than the planned compressive strength of 125kg/cm2. After modification of the pavement type, the road pavement structure becomes a surface layer with 4cm thick AC-WC, the upper foundation layer uses CTB with class A thick aggregate 20, the lower foundation layer with class A aggregate 20cm thick, and the original soil as a subgrade layer.
VL  - 3
IS  - 2
ER  -

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Author Information

Yudi Sekaryadi

Departemen of Civil Engineering, Parahyangan Catholic University, Bandung, Indonesia
Anastasia Caroline Sutandi

Departemen of Civil Engineering, Parahyangan Catholic University, Bandung, Indonesia

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APA Style

Yudi Sekaryadi, Anastasia Caroline Sutandi. (2019). Alternative Cement-Treated Base Construction with Class A Aggregate Mixtures in Provincial Road Maintenance Periodic in West Java. American Journal of Construction and Building Materials, 3(2), 35-42. https://doi.org/10.11648/j.ajcbm.20190302.13

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ACS Style

Yudi Sekaryadi; Anastasia Caroline Sutandi. Alternative Cement-Treated Base Construction with Class A Aggregate Mixtures in Provincial Road Maintenance Periodic in West Java. Am. J. Constr. Build. Mater. 2019, 3(2), 35-42. doi: 10.11648/j.ajcbm.20190302.13

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AMA Style

Yudi Sekaryadi, Anastasia Caroline Sutandi. Alternative Cement-Treated Base Construction with Class A Aggregate Mixtures in Provincial Road Maintenance Periodic in West Java. Am J Constr Build Mater. 2019;3(2):35-42. doi: 10.11648/j.ajcbm.20190302.13

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@article{10.11648/j.ajcbm.20190302.13,
  author = {Yudi Sekaryadi and Anastasia Caroline Sutandi},
  title = {Alternative Cement-Treated Base Construction with Class A Aggregate Mixtures in Provincial Road Maintenance Periodic in West Java},
  journal = {American Journal of Construction and Building Materials},
  volume = {3},
  number = {2},
  pages = {35-42},
  doi = {10.11648/j.ajcbm.20190302.13},
  url = {https://doi.org/10.11648/j.ajcbm.20190302.13},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajcbm.20190302.13},
  abstract = {To handle roads that have a subgrade with a CBR (California Bearing Ratio) of less than 2% and a plasticity index of more than 20%, one of them is by using CTB (Cement Treated Base) pavement on the foundation layer. CTB is a mixture of materials consisting of coarse aggregates, fine aggregates, cement, and water. Periodic maintenance of roads in the southern part of West Java Province uses a pavement structure that is, AC-WC as a surface layer, CTB as the upper foundation layer, class A aggregate, as the lower foundation layer. Based on the contract time calculation, there will be a delay in the execution of the work, because the quary material is only 1 location and there is a build-up of mixing and mixing of coarse and fine aggregates to meet the mixture of CTB and class A aggregates. A is only one aggregate fraction so that in the quarry material only one time is made and mixed. Research on the nature and characteristics of the aggregate obtained results, namely the volume volume of the CTB mixture using a class A aggregate mixture: portland cement (1%), water (2.08%), fine aggregate (3.41%), and coarse aggregate (4.74%). While the results of the concrete compressive strength test on the mixture of CTB with CTB aggregate obtained an average compressive strength value of 127.70kg/cm2 greater than the planned compressive strength of 125kg/cm2. For CTB mixture using CTB aggregate, it becomes: Portland cement (1%), water (1.0%), fine aggregate (2.70%), and coarse aggregate (3.20%). While the concrete compressive strength test results on the mixture of CTB with CTB aggregate obtained an average compressive strength value of 126.80kg/cm2 greater than the planned compressive strength of 125kg/cm2. After modification of the pavement type, the road pavement structure becomes a surface layer with 4cm thick AC-WC, the upper foundation layer uses CTB with class A thick aggregate 20, the lower foundation layer with class A aggregate 20cm thick, and the original soil as a subgrade layer.},
 year = {2019}
}

Copy | Download

TY  - JOUR
T1  - Alternative Cement-Treated Base Construction with Class A Aggregate Mixtures in Provincial Road Maintenance Periodic in West Java
AU  - Yudi Sekaryadi
AU  - Anastasia Caroline Sutandi
Y1  - 2019/12/04
PY  - 2019
N1  - https://doi.org/10.11648/j.ajcbm.20190302.13
DO  - 10.11648/j.ajcbm.20190302.13
T2  - American Journal of Construction and Building Materials
JF  - American Journal of Construction and Building Materials
JO  - American Journal of Construction and Building Materials
SP  - 35
EP  - 42
PB  - Science Publishing Group
SN  - 2640-0057
UR  - https://doi.org/10.11648/j.ajcbm.20190302.13
AB  - To handle roads that have a subgrade with a CBR (California Bearing Ratio) of less than 2% and a plasticity index of more than 20%, one of them is by using CTB (Cement Treated Base) pavement on the foundation layer. CTB is a mixture of materials consisting of coarse aggregates, fine aggregates, cement, and water. Periodic maintenance of roads in the southern part of West Java Province uses a pavement structure that is, AC-WC as a surface layer, CTB as the upper foundation layer, class A aggregate, as the lower foundation layer. Based on the contract time calculation, there will be a delay in the execution of the work, because the quary material is only 1 location and there is a build-up of mixing and mixing of coarse and fine aggregates to meet the mixture of CTB and class A aggregates. A is only one aggregate fraction so that in the quarry material only one time is made and mixed. Research on the nature and characteristics of the aggregate obtained results, namely the volume volume of the CTB mixture using a class A aggregate mixture: portland cement (1%), water (2.08%), fine aggregate (3.41%), and coarse aggregate (4.74%). While the results of the concrete compressive strength test on the mixture of CTB with CTB aggregate obtained an average compressive strength value of 127.70kg/cm2 greater than the planned compressive strength of 125kg/cm2. For CTB mixture using CTB aggregate, it becomes: Portland cement (1%), water (1.0%), fine aggregate (2.70%), and coarse aggregate (3.20%). While the concrete compressive strength test results on the mixture of CTB with CTB aggregate obtained an average compressive strength value of 126.80kg/cm2 greater than the planned compressive strength of 125kg/cm2. After modification of the pavement type, the road pavement structure becomes a surface layer with 4cm thick AC-WC, the upper foundation layer uses CTB with class A thick aggregate 20, the lower foundation layer with class A aggregate 20cm thick, and the original soil as a subgrade layer.
VL  - 3
IS  - 2
ER  -

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