OPTIMALISASI TEMPERATUR AIR PADA MORTAR RIGID PAVEMENT DENGAN PASIR SUNGAI (QUARRY TEMPUR)TERHADAP KUAT TEKAN DAN KUAT LENTUR

Yayan Adi Saputro

Abstract


In general, especially the construction of rigid pavement construction uses building materials with good quality to obtain the desired quality, for example using vomit sand instead of river sand. Even though Jepara area has a lot of river sand which can be used as compiler material for development, especially the construction of rigid pavement. Mixing planning is the main thing that must be known to get good results, planning a mixture is the key to producing good quality concrete. Therefore it is necessary to study Jepara sand quarry on water temperature for rigid pavement by conducting pressure test and flexural test. The purpose of this research is to study jepara quarry sand (Tempur) which has the best characteristics between the three and know the temperature / temperature of the water produces the highest compressive strength and flexural strength for site mix work in rigid pavement. The temperature / temperature used is 18º C, 27º C, 36º C, 45º C. Based on the research results obtained that the combat sand quarry, the original mud content of 15.38%, organic content of brownish yellow NaOH color, granular modulus of fineness of 3.08, specific gravity of 2.03, absorption of 29.88%. The optimum temperature that obtained the highest compressive strength was quarry sand powder with a temperature / water temperature of 18º C that is at 7 days of 226 Kg / cm2, 14 days of age of 247.9 Kg / cm2, and 28 days of 266 Kg / cm2 and at the age of 28 days it has a flexural strength of 1.85 MPa..

Keywords


concrete mortar, water temperature, compressive strength, flexural strength, rigid pavement.

Full Text:

PDF

References


Ater, W. I. T. H. W., Ement R. Atio, Imam Maskur, Iman Satyarno, and M. Fauzie Siswanto. 2017. “P Erancangan C Ampuran F Low M Ortar U Ntuk P Embuatan S Elf -C Ompacting C Oncrete D Engan Fas 0 . 5.” 13(2):89–96.

Fajrin, Jauhar and Lalu Gita Pratama. 2016. “Aplikasi Metode Analysis Of Variance ( Anova ) Untuk Mengkaji Pengaruh Penambahan Silica Fume.” 12(1):11–23.

Marditama, Angga and Sultan Sufanir. 2018. “Model Persamaan Kerusakan Jalan Nagreg Batas Bandung-Garut.” 14(1):13–20.

Matarul, J., M. A. Mannan, M. Z. Mohammad Ibrahim Safawi, A. Ibrahim, N. A. Jainudin, and N. A. Yusuh. 2016. “Performance-Based Durability Indicators of Different Concrete Grades Made by the Local Ready Mixed Company: Preliminary Results.” Procedia - Social and Behavioral Sciences 224(August 2015):620–25.

Pengajar, Staf, Jurusan Teknik, Sipil Politeknik, Negeri Padang, Staf Pengajar, Jurusan Teknik, Sipil Politeknik, and Negeri Padang. 2013. “Volume 9 No. 2, Oktober 2013.” 9(2):31–41.

Qomaruddin, Mochammad, Khotibul Umam, and Yayan Adi Saputro. 2018. “Studi Komparasi Karakteristik Pasir Sungai.” 4(1).

Specification, Standard. 2001. “Concrete Aggregates 1.” 04.

Tekan, Kuat and Paving Block. 2014. “Pengaruh Penambahan Berbagai Jenis Serat Pada Kuat Tekan Paving Block Fauna Adibroto 1 ABSTRAK.” 10(1):1–11.




DOI: https://doi.org/10.26877/jitek.v7i1/Mei.8233

Refbacks

  • There are currently no refbacks.


Creative Commons License
This work is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.

View My Stats

Barcode ISSN Jurnal JITEK:

p-ISSN                               e-ISSN

         

JITEK telah terindeks pada: 

        


Creative Commons License

JITek: Jurnal Ilmiah Teknosains is licensed under a Creative Commons Attribution 4.0 International Licensep-ISSN (Print) 2460-9986 | e-ISSN (Online) 2476-9436.

Based on a work at http://journal.upgris.ac.id/index.php/jitek.

Situs Togel

https://thefanmetareader.org/

https://roadgetbusiness.net/

https://northrunfarm.com/