Absorbsi ANALISA DAN PEMBAHASAN DATA

33 Aggregate A.C mixes Berat gram Volume Berat Jenis grmcc VMA VIM VFA Bacaan Stability Kelelehan Marshall Kering Jenuh Dalam Air Cc Aktual Teoritis arloji Kalibrasi Correlation Quotient stability Kg Kg mm Kgmm No.Sta a b c D E f=d-e g=cf h I j k l m n=mscr o p=no 1 94.00 6.00 1195.5 1199.7 668.6 531.1 2.251 2.389 17.05 5.78 66.13 350 962.5 924 2.95 313 2 94.00 6.00 1200.7 1205.3 672.6 532.7 2.254 2.389 16.94 5.65 66.65 360 990.0 990 2.60 381 3 94.00 6.00 1198.2 1202.6 670.5 532.1 2.252 2.389 17.02 5.73 66.30 340 935.0 898 2.95 304 Rata - rata 2.252 2.389 17.01 5.72 66.36 Rata - rata 937 2.83 331 1 93.50 6.50 1200.4 1204.6 673.2 531.4 2.259 2.374 17.20 4.84 71.84 425 1168.8 1169 3.35 349 2 93.50 6.50 1201.8 1205.8 674.5 531.3 2.262 2.374 17.09 4.72 72.40 400 1100.0 1100 3.45 319 3 93.50 6.50 1199.3 1203.4 673.4 530.0 2.263 2.374 17.06 4.68 72.59 435 1196.3 1196 3.20 374 Rata - rata 2.261 2.374 17.12 4.75 72.28 Rata - rata 1155 3.33 347 1 93.00 7.00 1202.5 1206.8 676.6 530.2 2.268 2.360 17.32 3.90 77.49 460 1265.0 1265 3.50 361 2 93.00 7.00 1204.1 1208.5 678.3 530.2 2.271 2.360 17.21 3.77 78.08 425 1168.8 1169 3.75 312 3 93.00 7.00 1201.8 1205.9 675.8 530.1 2.267 2.360 17.35 3.94 77.29 435 1196.3 1196 3.50 342 Rata - rata 2.269 2.360 17.29 3.87 77.62 Rata - rata 1210 3.58 338 1 92.50 7.50 1198.5 1202.8 675.1 527.7 2.271 2.345 17.39 3.16 81.86 440 1210.0 1210 3.65 332 2 92.50 7.50 1199.1 1203.6 676.3 527.3 2.274 2.345 17.28 3.03 82.48 450 1237.5 1238 3.90 317 3 92.50 7.50 1203.4 1207.8 678.1 529.7 2.272 2.345 17.36 3.11 82.07 425 1168.8 1169 3.80 308 Rata - rata 2.272 2.345 17.35 3.10 82.14 Rata - rata 1205 3.78 319 1 92.0 8.00 1189.8 1194.2 669.1 525.1 2.266 2.330 18.02 2.75 84.76 400 1100.0 1100 3.85 286 2 92.0 8.00 1194.5 1200.0 673.3 526.7 2.268 2.330 17.95 2.66 85.17 395 1086.3 1086 3.90 279 3 92.0 8.00 1193.7 1197.7 672.3 525.4 2.272 2.330 17.80 2.49 86.02 425 1168.8 1169 3.70 316 Rata - rata 2.269 2.330 17.92 2.63 85.32 Rata - rata 1118 3.82 293 34 Aggregate A.C mixes Berat gram Volume Berat Jenis grmcc VMA VIM VFA Bacaan Stability Kelelehan Marshall Kering Jenuh Dalam Air Cc Aktual Teoritis arloji Kalibrasi Correlation Quotient stability Kg Kg mm Kgmm No.Sta A b c D e f=d-e g=cf h I j K l m n=mscr o p=no 1 94.00 6.00 1199.5 1203.7 671.8 531.9 2.255 2.389 16.91 5.61 66.82 360 990.0 950 2.95 322 2 94.00 6.00 1201.4 1206.0 673.9 532.1 2.258 2.389 16.80 5.48 67.35 365 1003.8 1004 2.80 358 3 94.00 6.00 1189.8 1194.2 666.8 527.4 2.256 2.389 16.87 5.57 67.00 355 976.3 937 2.90 323 Rata – rata 2.256 2.389 16.86 5.55 67.06 Rata - rata 964 2.88 334 1 93.50 6.50 1202.1 1206.3 675.3 531.0 2.264 2.374 17.02 4.63 72.77 440 1210.0 1210 3.25 372 2 93.50 6.50 1197.4 1201.4 673.2 528.2 2.267 2.374 16.91 4.51 73.35 425 1168.8 1169 3.50 334 3 93.50 6.50 1200.6 1204.7 673.7 531.0 2.261 2.374 17.13 4.76 72.21 455 1251.3 1251 3.30 379 Rata – rata 2.264 2.374 17.02 4.63 72.78 Rata - rata 1210 3.35 361 1 93.00 7.00 1197.5 1201.8 674.5 527.3 2.271 2.360 17.21 3.77 78.08 470 1292.5 1293 3.55 364 2 93.00 7.00 1189.9 1194.3 669.9 524.4 2.269 2.360 17.28 3.86 77.69 445 1223.8 1224 3.73 328 3 93.00 7.00 1199.7 1203.8 676.0 527.8 2.273 2.360 17.13 3.69 78.49 465 1278.8 1279 3.62 353 Rata – rata 2.271 2.360 17.21 3.77 78.09 Rata - rata 1265 3.63 348 1 92.50 7.50 1202.4 1206.7 678.4 528.3 2.276 2.345 17.47 2.94 83.16 450 1237.5 1238 3.85 321 2 92.50 7.50 1205.8 1210.3 680.0 530.3 2.274 2.345 17.54 3.03 82.74 470 1292.5 1293 3.75 345 3 92.50 7.50 1211.6 1216.0 683.0 533.0 2.273 2.345 17.58 3.07 82.54 440 1210.0 1210 3.90 310 Rata – rata 2.274 2.345 17.53 3.01 82.81 Rata - rata 1247 3.83 325 1 92.0 8.00 1199.7 1204.1 674.2 529.9 2.264 2.330 18.35 2.83 84.56 420 1155.0 1155 3.85 300 2 92.0 8.00 1201.8 1207.3 675.8 531.5 2.261 2.330 18.46 2.96 83.96 415 1141.3 1141 3.85 296 3 92.0 8.00 1200.1 1204.1 672.8 531.3 2.259 2.330 18.53 3.05 83.56 435 1196.3 1196 3.90 307 Rata – rata 2.261 2.330 18.45 2.95 84.03 Rata - rata 1164 3.87 301 35 KURVA 4.1 MARSHALL ABU BATU Remark 1 Bulk Density 2.265 Grcc 2 Stability 1189 Kg 3 VIM 4.40 ` 4 VFB 74.00 5 VMA

17.20 6

Flow 3.40 mm 7

M, Q 345

Kgmm 8 Asphalt 6.70 600 700 800 900 1000 1100 1200 1300 1400 1500 5,50 6,00 6,50 7,00 7,50 8,00 8,50 S ta b il it y K g Asphalt by Total Mix 1 2 3 4 5 6 7 8 9 5,50 6,00 6,50 7,00 7,50 8,00 8,50 A ir V o id s Asphalt by Total Mix 40 50 60 70 80 90 5,50 6,00 6,50 7,00 7,50 8,00 8,50 V F B Asphalt by Total Mix 2,230 2,240 2,250 2,260 2,270 2,280 2,290 5,50 6,00 6,50 7,00 7,50 8,00 8,50 B u lk D en si ty g r cc Asphalt by total Mix 1 2 3 4 5 6 7 5,50 6,00 6,50 7,00 7,50 8,00 8,50 F lo w m m Asphalt by Total Mix 12,0 13,0 14,0 15,0 16,0 17,0 18,0 19,0 20,0 5,50 6,00 6,50 7,00 7,50 8,00 8,50 V M A Asphalt by Total mix 100 200 300 400 500 600 5,50 6,00 6,50 7,00 7,50 8,00 8,50 M .Q u o ti en t K g m m Asphalt by Total Mix 1 2 3 4 5 6 7 8 5,5 6 6,5 7 7,5 8 8,5 Stability VIM VFB VMA Flow MQ 36