Page 26 - ENGINEERING PROJECT PROPOSAL

DATA HASIL PENGUJIAN MARSHALL

Gmm = 2.413 Bj Agr Bulk = 2.565 Bj Agr Eff = 2.641 Bj Aspal = 1.02 Abs Aspal = 1.153
Ka Gmm= 6
keterangan =
a = tinggi briket (mm) h = berat isi (d/g) j = %rongga thp.agregat 100-((h*(100-c))/bj bulk) p = kelelehan (mm)
b = % aspal terhadap agregat i = berat jenis maksimum (teoritis) k = % rongga thp.campuran 100-(100x(h/i)) q = hasil bagi Marshall
c = % aspal terhadap campuran i = % rongga terisi aspal (100x(j-k))/j r = kadar aspal eff
d = berat kering (gr) m = pembacaan arloji stabilitas c-((abs.aspal/100)*(100-c))
e = berat dalam keadaan jenuh (gr) n = stabilitas (mxkonversi)
f = berat dalam air (gr) o = stabilitas (kg)
g = isi (e-f) Absorpsi aspal terhadap total agregat =
Bj.Eff Agr =