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Satker : Pelaksanaan Jalan Nasional Wilayah I Provinsi Jambi
Paket : Preservasi Jalan Sp. Tuan - Bts. Kab. Muaro Jambi - Sp. Tiga Batara Gas Plant
: (Pematang Lumut) - Kuala Tungkal dan Jalan Dalam Kota Kuala Tungkal.
Penyedia Jasa : PT. Abun Sendi
Konsultan : PT. Progresia Aditya Pratama KSO. PT. Guteg Harindo
SUMMARY OF JOB MIX FORMULA
Laston Lapis Antara (AC-BC)
A. Composition Of Mix
TOTAL AGGREGATE TOTAL MIX
NO
COLD BIN HOT BIN COLD BIN HOT BIN
1 Coarse Agg : 34.00 % Hot Bin 1 : 40.00 % Coarse Agg : 32.06 % Hot Bin 1 : 37.72 %
2 Medium Agg : 25.00 % Hot Bin 2 : 21.00 % Medium Agg : 23.58 % Hot Bin 2 : 19.80 %
3 Abu Batu : 25.00 % Hot Bin 3 : 27.00 % Abu Batu : 23.58 % Hot Bin 3 : 25.46 %
4 Pasir : 14.00 % Hot Bin 4 : 10.00 % Pasir : 13.20 % Hot Bin 4 : 9.43 %
5 Filler : 2.00 % Filler : 2.00 % Filler : 1.89 % Filler : 1.89 %
6 Aspal : - % Aspal : - % Aspal : 5.70 % Aspal : 5.70 %
Total 100.00 % 100.00 % : 100.00 % 100.00 %
B. Gradation Mix From Hot Bin
NO SIEVE SIZE 1" 3/4" 1/2" 3/8" # 4 # 8 # 16 # 30 # 50 # 100 # 200
7 Combine Aggregate 100.0 97.17 83.82 73.60 49.97 43.59 28.10 17.87 11.14 6.70 5.46
Gradation OF AC-BC
100.0 100.00 90.00 82.00 64.00 49.00 38.00 28.00 20.00 13.00 8.00
100.0 90.00 75.00 66.00 46.00 30.00 18.00 12.00 7.00 5.00 4.00
C. Marshall Properties
NO MIX PROPERTIES UNIT TEST RESULT SPECIFIKASI
8 Void In Mineral Aggreagate (VMA) % 15.52 Min. 14.0
9 Void In Filled Bitument (VFB) % 74.89 Min. 65
10 Void Mix At Refusal Density % 3.52 Min. 2,0
11 Stability Marshall Kg 1,022 Min. 800,0
12 Marshall Flow mm 3.08 2,0 - 4,0
13 Marshall Qoutient KN/mm 317 -
14 Reteined Marshall Stability % 91.43% Min. 90.0
15 Void In Mix % 3.90 Min. 3,0 - 5,00
16 Max Density gr/cm³ 2.299 -
KETERANGAN : JMF AC - BC Menggunakan Anti Striping Agent Sebesar 0.25 % Terhadap Berat Asphalt
yang digunakan
PENYEDIA JASA : KONSULTAN : BINA MARGA :
ALFIYAH, ST Ir. IDA SUKARIANA HENRY, ST
General Superintendent Quality Engineer Nip. 197301132009111002
