perencanaan tebal perkerasan landasan pacu

8/19/2019 Perencanaan Tebal Perkerasan Landasan Pacu

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PR TEKNIK LAPANGAN TERBANG

PERENCANAAN PERKERASAN RUNWAY BANDAR

UDARA ABDUL RAHMAN SALEH DENGAN

MENGGUNAKAN SOFTWARE FAARFIELD

Disusun Oleh :

Marsa Achadian Tyarpratama NIM. 135060107111002

JURUSAN TEKNIK SIPIL FAKULTAS TEKNIK

UNIVERSITAS BRAWIJAYA

MALANG

2015


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SOAL

Rencanakan runway dengan ketentuan :

CBR = 8 %

Jumlah penumpang =1600 orang PP/hari

Rute

Malang – Jakarta = 1000 orang PP/hari (BOEING 737-900ER)

Malang – Denpasar = 50 orang PP/hari (ATR-72)

Malang – Balikpapan = 550 orang PP/hari (BOEING 737-800)


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1.1. CDF GRAPH

1.2. DESIGN STRUCTURAL DESIGN


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2. FAARFIELD - Airport Pavement Design (V 1.305, 9/28/10 64-bit)

Section AConFlex01 in Job Marsa-AbdRahmanSaleh.

Working directory is C:\Program Files\FAA\FAARFIELD\

The structure is AC Overlay on Flexible.

Design Life = 20 years.

A design has not been completed for this section.

Pavement Structure Information by Layer, Top First

No. TypeThickness

inModulus

psiPoisson's

RatioStrength

R,psi

1 P-401/ P-403 HMA Overlay 2.00 200,000 0.35 0

2 P-401/ P-403 HMA Surface 7.00 200,000 0.35 03 Variable St (flex) 10.00 150,000 0.35 0

4 P-209 Cr Ag 6.00 30,243 0.35 0

5 Subgrade 0.00 12,000 0.35 0

Total thickness to the top of the subgrade = 25.00 in

Airplane Information

No. NameGross Wt.

lbs Annual

Departures% AnnualGrowth

1 B737-900 ER 188,200 730 5.00

2 B737-800 174,700 365 5.00

3 Dual Whl-45 45,000 104 5.00

Additional Airplane Information

Subgrade CDF

No. NameCDF

ContributionCDF Max

for AirplaneP/C

Ratio

1 B737-900 ER 0.55 0.55 1.31

2 B737-800 0.10 0.10 1.31

3 Dual Whl-45 0.00 0.00 1.79


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2.1. CDF GRAPH

2.2. STRUCTURAL DESIGN


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3. FAARFIELD - Airport Pavement Design (V 1.305, 9/28/10 64-bit)

Section NewFlexib~01 in Job Marsa-AbdRahmanSaleh.

Working directory is C:\Program Files\FAA\FAARFIELD\

The structure is New Flexible. Asphalt CDF was not computed.

Design Life = 20 years.

A design for this section was completed on 05/25/15 at 19:05:07.

Pavement Structure Information by Layer, Top First

No. TypeThickness

inModulus

psiPoisson's

RatioStrength

R,psi

1 P-401/ P-403 HMA Surface 4.00 200,000 0.35 0

2 P-401/ P-403 St (flex) 8.98 400,000 0.35 03 P-209 Cr Ag 10.85 41,473 0.35 0

4 Subgrade 0.00 12,000 0.35 0

Total thickness to the top of the subgrade = 23.83 in

Airplane Information

No. NameGross Wt.

lbs Annual

Departures% AnnualGrowth

1 Dual Whl-45 45,000 104 5.00

2 B737-800 174,700 365 5.00

3 B737-900 ER 188,200 730 5.00

Additional Airplane Information

Subgrade CDF

No. NameCDF

ContributionCDF Max

for AirplaneP/C

Ratio

1 Dual Whl-45 0.00 0.00 1.83

2 B737-800 0.15 0.15 1.33

3 B737-900 ER 0.85 0.85 1.33


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3.1. CDF GRAPH

3.2. STRUCTURAL DESIGN

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