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https://repositori.uma.ac.id/handle/123456789/5361Full metadata record
| DC Field | Value | Language |
|---|---|---|
| dc.contributor.advisor | advisor | - |
| dc.contributor.author | Sipahutar, Alpedro | - |
| dc.date.accessioned | 2017-11-30T01:57:55Z | - |
| dc.date.available | 2017-11-30T01:57:55Z | - |
| dc.date.issued | 2001-10-21 | - |
| dc.identifier.uri | https://repositori.uma.ac.id/handle/123456789/5361 | - |
| dc.description.abstract | Telah di evaluasi kemiringan jalan Kuta Buluh Lubuk Pakam temyata diperoleh hasil sebagai berikut : Titik A Sta 33 + 450 elevasi 112 PPVl Sta 33 + 673, 107 elevasi 107 PLVl Sta 33 + 658,107 elevasi 107 ,315 PTVl Sta 33+688,107 elevasi 107,375 PLV2 Sta 33 + 893, 107 elevasi 112,5 PLV2 Sta 33 + 878,107 elevasi 122, 125 PLV2 Sta 33 + 908, 107 elevasi 112, 5 56 Titik B Sta 34 + 166,974 elevasi 113,5 Pada lapisan perkerasan dari penulis sebagai berikut : Lapisan permukaan setebal 17 cm, dengan HRS setebal 10 cm dan Macadam 5 cm. Lapisan base ( batu pecah kelas B) = 20 cm. Lapisan sub-base (sirtu kelas B) = 20 cm. | en_US |
| dc.language.iso | en | en_US |
| dc.publisher | Universitas Medan Area | en_US |
| dc.subject | Kuta Buluh | en_US |
| dc.subject | Kemiringan | en_US |
| dc.title | Evaluasi Kemiringan Perkerasan Permukaan Jalan Kuta Buluh Lubuk Pakam | en_US |
| dc.type | Thesis | en_US |
| Appears in Collections: | SP - Civil Engineering | |
Files in This Item:
| File | Description | Size | Format | |
|---|---|---|---|---|
| 968110018_File1.pdf | Cover | 342.27 kB | Adobe PDF | View/Open |
| 968110018_File2.pdf | Abstract | 181.62 kB | Adobe PDF | View/Open |
| 968110018_File3.pdf | Introduction | 500.22 kB | Adobe PDF | View/Open |
| 968110018_File4.pdf | Chapter I | 287.43 kB | Adobe PDF | View/Open |
| 968110018_File8.pdf | Reference | 233.38 kB | Adobe PDF | View/Open |
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