agregat kasar (bs)

Upload: robertzeb

Post on 18-Jul-2015

290 views

Category:

Documents


18 download

TRANSCRIPT

FORM 3.1

LABORATORIUM UJI BAHANJURUSAN TEKNIK SIPIL POLITEKNIK NEGERI BANDUNGJL. GEGERKALONG HILIR DS. CIWARUGA KOTAK POS 6468 BDCD Tlp. (022) 2013789 (Central), 2016155 (Sipil), 2014583 (Pusatek), Ext. 266 BANDUNG

ANALISA AYAK AGREGAT KASAR ( SNI 03-1968-1990/ BS 410-1986)Contoh Asal : Batu Pecah (Split) : Ex. Lab. Uji Bahan Dikerjakan : kel. 3&4 (2GA) Diperiksa : Tim Instruktur Tanggal Tertahan Berat (gram) I 0.0 0.0 262.0 254.7 2164.7 2791.3 696.1 43.0 10.2 76.0 43.0 67.0 6408.0 II 0.0 0.0 267.8 2516.2 2367.1 2441.2 742.4 42.9 11.6 8.1 4.0 59.0 8460.3 I 0.00 0.00 4.09 3.97 33.78 43.56 10.86 0.67 0.16 1.19 0.67 1.05 100.00 Prosen (%) II 0.00 0.00 3.17 29.74 27.98 28.85 8.78 0.51 0.14 0.10 0.05 0.70 100.00 Rata-Rata 0.00 0.00 3.63 16.86 30.88 36.21 9.82 0.59 0.15 0.64 0.36 0.87 100.00 Kumulatif Tertahan (%) 0.00 0.00 3.63 20.48 51.37 87.57 97.39 97.98 98.13 98.77 99.13 100.00 754.45 6.340 8.15 7.70 Lolos (%) 100.00 100.00 96.37 79.52 48.63 12.43 2.61 2.02 1.87 1.23 0.87 0.00 0 5 :28.09.2007 SPEK. BS 882-92 Nominal 40 mm Min. 100 85 0 Maks. 100 100 25

Tanggal uji :28.09.2007 Ukuran Ayakan (mm) 50.00 37.50 20.00 14.00 10.00 5.00 2.36 1.18 0.60 0.30 0.15 0.075 Jumlah FM

KURVA GRADASI AGREGAT KASAR100 90

LOLOS KUMULATIF (%)

80 70 60 50 40 30 20 100