ASSIGNMENT 1_CF210226_HIGHWAY ENGINEERING

NURULAIN SYAZA BINTI NOOR MAZNI SHAH
CF210226
SECTION 5

HIGHWAY ENGINEERING
(BFC 31802)

Assignment (5%)

DETERMINE THE OPTIMUM BINDER CONTENT FOR THE ASPHALT MIXTURE

Each student will be provided with the result of Marshall Mix design. Based on this result,
referring on the lecture note (Chapter 2), online searching etc.

(i) Complete the analysis of the Marshall Mix design by completing the table provided.
(ii) Then, plot the curve of Marshall properties
(iii) Based on the curves of Marshall Properties, determine the Optimum Binder Content (OBC) of

the asphalt mixture.
(iv) Get your particular bituminous mixture in TABLE 1 according to your number in the TCIS

attendance list as given in the APPENDIX.

TABLE 1: Result of Marshall Mix design

Name list no. Question No.
1-4 1
5-8 2
9-12 3
13-16 4
17-20 5
21-24 6
25-28 7
29-32 8
33-36 9
37-41 10
42-46 11
47-51 12

APPENDIX: TCIS LIST OF STUDENTS

1 ADNIN SURAYYA BINTI MOHD NASIR 26 MUHAMMAD NAZMI BIN RAISANSUKAMA
2 AFFAN RUSYAIDI BIN AHMAD WALID 27 MUHAMMAD NOOR ASHRAF BIN JAMAL ARIFIN
3 AINI RAIHANAH BINTI JALALUSSAYUTI 28 MUHAMMAD SALLEHUDDIN ISKANDAR BIN HISYAMUDIN
4 AMIR IMRAN BIN LATPI 29 MUHAMMAD SYAHMI BIN HASSAN
5 DARREN DANIEL CHIN VUI SHIUNG 30 MURALITARAN A/L SURESH
6 EZZATUL HUSNA BINTI ZAMANI 31 NAJWA MUNAZZAH BINTI YUZIL
7 FARAH AIDA BINTI SABRI 32 NIK MUHAMMAD HALIM BIN MUHAMMAD HANIF
8 FATIN KHADIJAH BINTI MAHAMAD NAZERI 33 NOOR ATIKAH BINTI YAACOB
9 FOONG ZHI YEE 34 NOR AJMAL DANIAL BIN AZIZI
10 MINDDLETON MANJAH ANAK MALONG 35 NOR ANIS ATHIRAH BINTI ABD AZIZ
11 MOHAMMAD DANIAL BIN ABDUL FATA 36 NORDIANA BINTI MAJIN
12 MUHAMAD SYUKRI BIN HARIP 37 NUR AFIQAH NATASHYA BINTI AZMI
13 MUHAMMAD AFIQ BIN ROHIMIN 38 NUR AISYAH FATIHAH BINTI ZAMRI
14 MUHAMMAD AIMAN BIN KAMAL ARIFFIN 39 NUR JASMINE QAMARINA BINTI MUHAMAD FADZLI
15 MUHAMMAD AIMAN DANIAL BIN MD YAZID 40 NURAIDA HUSNA BINTI KHAIRUL ADAM
16 MUHAMMAD AKMAL BIN MOHD MUSLIHAN 41 NURAIN ASLINA BINTI AZMI
17 MUHAMMAD BAZARUL BIN BASERI 42 NURHIDAYAH BINTI AMRAN
18 MUHAMMAD FAISAL BIN MOHD SUHAIMI 43 NURULAIN SYAZA BINTI NOOR MAZNI SHAH
19 MUHAMMAD HAIKAL BIN MOHD NORFARIZAT 44 SHAHRUL HAKIM BIN MOHD SHUHAIRI
20 MUHAMMAD HAKIMI BIN MOHD ZADUIN 45 SITI NURUL AISYIAH BINTI RAHIMPUDIN @ RAHIMUDIN
21 MUHAMMAD HALIM BIN JAMIL 46 ULWAN MUZAMMIL BIN HORI
22 MUHAMMAD HILMI HAZIQ BIN RAMLAN 47 UMI ILLYA SURAYA BINTI MASROM
23 MUHAMMAD IMAN DANISH BIN MOHD FERDAUS 48 UMI SYAMILAH BINTI SALIM
24 MUHAMMAD KHAIRUL BIN MOHAMED RAZID 49 WAN MUHAMMAD HAZIQ BIN MOHD TARMIZI
25 MUHAMMAD NADZMI BIN MD. SALLEH 50 WAN NURAZLINA ATIKAQ BINTI WAN RAZALI
51 ZAIFATUL SYUHADA BINTI ZARIN

FACULTY OF CIVIL ENGINEERING AND BUILD ENVIRONMENT, DEPARTME
SEMESTER 1- SESSION 2021/2022

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According to the Marshall test results for the bituminous mixture
bitumen content for th

Type of mix: AC20
SG Agg. blend : 2.467
SG.Bitumen :
Gred Bitumen (PEN): 1.01
80/100

Spec. % Bit. Weight Bulk Vol Spec. Grav Vo
No Cont. (gram) To

a b Saturated In Air In Water Max Bit.
S1 4.0 Surface Theo
Bulk
AVG Dry
S2
cd e f gh i
AVG
S3 1267.0 1237.0 678.3 588.70 2.10 2.33 8.32

AVG 1242.9 1227.9 654.8 588.10 2.09 2.33 8.28
S4
1209.8 1199.8 670.1 539.70 2.22 2.33 8.79
AVG
S5 572.17 2.14 2.33 8.46

AVG 4.5 1244.0 1239.1 690.2 553.80 2.24 2.32 9.98
1240.2 1233.2
1234.2 1226.9 682.4 557.80 2.21 2.32 9.85

678.0 556.20 2.21 2.32 9.85

555.93 2.22 2.32 9.89

5.0 1213.6 1208.3 712.3 501.30 2.41 2.30 11.93
1235.9 1201.7
1215.9 1200.0 700.3 535.60 2.24 2.30 11.09

705.4 510.50 2.35 2.30 11.63

515.80 2.33 2.30 11.55

5.5 1210.1 1205.6 711.2 498.90 2.42 2.29 13.18
1268.9 1234.3
1288.3 1254.0 690.6 578.30 2.13 2.29 11.60

699.5 588.80 2.13 2.29 11.60

555.33 2.23 2.29 12.13

6.0 1245.5 1244.5 651.7 593.80 2.10 2.27 12.48
1257.0 1255.9
1215.6 1213.4 642.3 614.70 2.04 2.27 12.12

610.0 605.60 2.00 2.27 11.88

604.70 2.05 2.27 12.16

ENT OF CIVIL ENGINEERING
BFC 31802 – Highway Engineering Assignment

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e design (AC20) as shown in table below, Determine the optimum
his bituminous mixture.

olume % Voids Corr Stabillity-kg Flow Stiff-
otal % Fact mm ness

Agg. Filled Total Meas Corrected r s
(Bit) Mix 3.18 275.35
Void Agg 2.96 325.09
3.21 485.28
j k l m no p q 3.11 361.91
2.98 407.97
81.72 9.96 18.28 45.51 9.87 0.81 1081 875.61 3.32 354.39
2.96 479.28
81.33 10.39 18.67 44.35 10.30 0.81 1188 962.28 3.09 413.88
3.37 388.84
86.39 4.82 13.61 64.58 4.72 0.93 1675 1557.75 3.52 287.45
3.02 443.38
83.15 8.39 16.85 51.48 8.30 0.85 1314.67 1131.88 3.30 373.22
3.35 339.63
86.71 3.31 13.29 75.09 3.45 0.89 1366 1215.74 3.22 318.08
3.58 293.00
85.55 4.60 14.45 68.17 4.74 0.89 1322 1176.58 3.38 316.90
2.75 330.19
85.55 4.60 14.45 68.17 4.74 0.89 1594 1418.66 3.14 269.87
2.98 278.76
85.94 4.17 14.06 70.48 4.31 0.89 1427.33 1270.33 2.96 292.94

92.81 - 4.74 7.19 165.92 -4.78 1.04 1260 1310.40

86.26 2.65 13.74 80.71 2.61 0.93 1088 1011.84

90.49 - 2.12 9.51 122.29 -2.17 1.00 1339 1339

89.85 2.75 10.15 122.97 2.61 0.99 1229 1220.41

92.70 -5.88 7.30 180.55 -5.68 1.04 1094 1137.76

81.59 6.81 18.41 63.01 6.99 0.83 1234 1024.22

81.59 6.81 18.41 63.01 6.99 0.81 1295 1048.95

85.29 6.81 14.71 102.19 6.99 0.89 1207.67 1070.31

80.02 7.50 19.98 62.46 7.49 0.81 1121 908.01

77.73 10.15 22.27 54.42 10.13 0.76 1115 847.40

76.21 11.91 23.79 49.94 11.89 0.78 1065 830.70

77.99 9.85 22.01 55.61 9.84 0.78 1100.33 862.04

BITUMEN CONTENT STABILITY FLOW (MM) STIFF-NESS TOTAL MIX
4.00 1131.88 3.11 361.91 8.30
4.50 1270.33 3.09 413.88 4.31
5.00 1220.41 3.30 373.22 2.61
5.50 1070.31 3.38 316.90 6.99
6.00 862.04 2.96 292.94 9.84

FILLED BITUMEN BULK (SPECIFIC GRAVITY)
51.48 2.14
70.48 2.22
122.97 2.33
102.19 2.23
55.61 2.05

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