Integritas Sistem Prasarana

Konsep Dasar

• Kesatuan Sistem dengan Lingkungan• Kesatuan Kronologi Sistem Konstruksi• Kesatuan Code dan Standard dalam Sistem

Kesatuan Sistem dan Lingkungan

• Sistem Bandara• Tata Guna Lahan• Demografi• Kondisi Perekonomian• Sistem Pertahanan-Keamanan

Kesatuan Kronologi Sistem Konstruksi

• Perencanaan• Perancangan• Konstruksi• Operasi• Pemeliharaan• Penghancuran

Kesatuan Code dan Standard dalam Sistem

• Baku (Standard) Geometri– Code Letter– Code Number

• Baku (Standard) Kapasitas Struktural– Nilai PCN

• Baku (Standard) Kinerja dan Beban Pesawat– Kapasitas Mesin– Kapasitas Penumpang– Kapasitas Barang

• Baku (Standard) Pendekatan Pemeliharaan

CONTOH KASUS

Background (1)

A runway pavement, considered as a whole, is required to fulfil the three basic functions as follows:

• to provide adequate bearing strength, this criterion addresses the structural capacity of the pavement

• to provide good riding qualities through the geometric shape of the top of the pavement

• to provide good surface friction characteristics through the texture of the actual surface and drainage when it is wet.

Background (2)

From the point of view of Functional Condition, the Airside Facility is facing a problem concerning the sufficiency of macrotexture, which very much related to the safety level of the system, especially during a heavy rain operation.

A pavement surface should be designed with a sufficient macrotexture to obtain suitable water drainage in the tire/pavement interface.

In order to maintain safety level of airport operations in Matak, ConocoPhillips Indonesia intends to raise the service level of the runway surface by conducting an application of overlay on the existing pavement of the runway.

Objectives

• To provide detail engineering design for the Matak Runway Overlay Project

• To provide bid documents required for the Runway Overlay Project, including scope of work, project specification, schedule estimation, and the cost estimation of the Runway Overlay Project

• To provide construction methodology of the Runway Overlay Project to maintain the service level of Airport Operations during construction.

Scope of Work

• Detail engineering design for the Matak Runway Overlay Project

• Determining project specification for the Matak Runway Overlay Project

• Developing construction methodology• Cost estimation for the Matak Runway Overlay Project• Developing construction schedule plan for the Matak

Runway Overlay Project• Developing the procurement and construction scope of

work document for the Matak Runway Overlay Project

EXISTING CONDITION AND BASIC THEORY

Matak Airport LocationSources : http://kepri.bps.go.id, www.anambaskab.go.id

Matak Airport is located on the island of Matak, Natuna Islands, built and managed by PT Conoco Phillips. Matak Airport is located at 3o20’ 48.625” N – 106o15’ 30.395” E with the elevation of 6,23 meters from MSL. The location of the airport can be seen in the picture below.

Layout Matak AirportSources : Topographic Map, PT. Survindo Perdana Satria, Conoco Indonesia Inc.

Runway Information (1)Sources : Aeronautical Information Publication (AIP) Republic of Indonesia

• Azimuth Direction : 18 – 36• Length / Width : 1190 m / 30 m• Longitudinal Slope : 0,60%• Transverse Slope : 1,50%• Transition Slope : 20% (11.310)• Pavement Surface : Asphalt• PCN : 13 F / A / Y / T• Pavement Strength : 44.000 lbs• Turning Area : On Runway 18 and 36• Code Number & Letter : 2 C• Threshold Runway 18 : 3o 21’ 12.6” N – 106o 15’ 30.0” E• Threshold Runway 36 : 3o 20’ 33.9” N – 106o 15’ 29.1” E

Runway Information (2) Sources : Aeronautical Information Publication (AIP) Republic of Indonesia

• Operator : ConocoPhillips Indonesia Inc. Ltd. • Location : Riau Province • IATA Code : MWK• Coordinates : 3o20’ 48.625” N – 106o15’ 30.395” E • Elevation : 6,23 m MSL• Temperature : 28oC – 33oC • Air Traffic Service : AFIS• Operation Classificatio : VFR• Distance to the Nearest City : ± 8 Miles to Tarempa • Ground Service : Available• Clinic : Available• Largest Aircraft : Dash 8 or similar type

Previous Study (1)

• As described in previous study, in term of Structural Capacity, the Airside Facility (pavement system) of the airport is sufficient for existing operation.

• This is based on the comparison of PCN calculated, both from theoretical and non-destructive test measurement approach, and ACN of maximum serviced aircraft, which is Bombardier Dash 8 Q300 Series, where the PCN calculated (13 F/A/X/T) is higher than the ACN of the maximum serviced aircraft (8 F/A).

• The result of loading simulation on the pavement system shown that the estimated life span of the system, with the same operational pattern, is 10 years from the time being (2012).

Previous Study (2)

• As mentioned, the pavement system of the airport is sufficient for existing operation. If the system needs to improve the capacity of each serviced unit of aircraft, the aircraft recommended is the unit that has lower ACN number than 13 F/A, such as ATR 72 (Aerospatiale) with ACN on 11 F/A. This is based on the consideration of available length and basic capacity of pavement structural system.

• There is a need of increasing the skid resistance properties, particularly macro texture of the pavement surface. The study recommended an application of thin overlay mainly to raise the macro texture of the surface to the level of more than 1 mm.

Related Theory and Approach

• AC 150/5320 – 6E (Airport Pavement Design and Evaluation). For thin overlay thickness analysis for the runway pavement, Pavement lifetime analysis of the runway, Mixture analysis for the runway pavement thin overlay,

• AC 150/5300 – 13A (Airports Design) and AC 150/5325 – 4B (Runway Length Requrements for Airport Design) for Geometric design

• AC 150/5320 – 5C (Surface Dranage Design) for Pavement surface drainage analysis.

AC 150/5370–10F (Standards for Specifying Construction of Airports) and SNI for Material and equipment quantity calculation and Material transportation analysis.

COMFAA 3.0 program for ACN/PCN analysis. FAARFIELD program for thin overlay thickness analysis for the runway

pavement.

METHODOLOGY

Detailed Engineering DesignPavement and System

Engineering Drawings Project Specification

Construction MethodCost EstimationProject Schedule

Procurement and Construction Document

Data Collecting

Secondary Data1. Previous Study2. Topographic Data3. Air Traffic Data4. Hydrological Data5. Unit Cost6. National Code and Standard 7. International Code and Standard

Codes and Standards

• UU No 15/1992, Air Transportation Act• PP No 3/2001, Security and Safety of Air Transportation,

Government Regulation• PP No 70/2001, Airport, Government Regulation• ICAO (International Civil Aviation Organization)• IATA (International Air Transport Association)• FAA (Federal Aviation Administration)• SNI (Standar Nasional Indonesia)• And also refering to Matak Airport Pavement Assessment and

Design for Structural Capacity Expansion (ID-F-MA-CC3-DRT-AP-C0-0002)

Aircraft Type and ARFLNo AIRCRAFT TYPE

ARFL LENGTHNOTETAKE OFF LANDING

M M1 ATR 42-300 1,090 886 NO2 ATR 42-320 1,041 886 NO3 ATR 42-500 1,165 965 NO4 ATR 42-600 1,165 964 NO5 ATR 72-200 1,409 1,035 NO6 ATR 72-210 1,121 902 NO7 ATR 72-500 1,224 898 NO8 ATR 72-600 1,333 914 NO9 BOMBARDIER Q 200 1,000 780 NO

10 BOMBARDIER Q 300 1,180 1,040 NO11 BOMBARDIER Q 400 1,468 1,290 NO12 BOMBARDIER CRJ 700 1,724 1,550 NO13 BOMBARDIER CRJ 900 1,954 1,630 NO14 BOMBARDIER CS 100 1,509 1,350 NO15 BOMBARDIER CS 300 1,890 1,448 NO16 CESSNA CARAVAN 676 626 495 YES17 CESSNA GRAND CARAVAN 738 547 YES18 CESSNA CARAVAN AMPHIBIAN 1,000 623 NO19 CESSNA SUPER CARGOMASTER 762 530 YES20 CESSNA SKY LANE JT-A 347 417 YES21 CESSNA SKY CATCHER 422 411 YES22 CESSNA CORVALIS TTX 579 792 YES23 CESSNA SKYHAWK SP 497 407 YES24 CESSNA STATION AIR 567 530 YES25 CESSNA TURBO STATION AIR 425 425 YES26 CESSNA SKY LANE 461 411 YES27 CESSNA TURBO SKY LANE 422 411 YES28 CESSNA CITATION 948 725 YES29 CESSNA CITATION CJ2 1,024 908 NO30 CESSNA CITATION CJ3 969 844 YES31 CESSNA CITATION CJ4 954 823 YES32 CESSNA CITATION XLS 1,085 969 NO33 CESSNA CITATION SOVEREIGN 1,109 808 NO34 CESSNA CITATION X 1,609 1,045 NO

Correction Runway Length (ICAO Doc 7920-AN/865 part 1)

Actual Matak Runway Length is 1190 m.

Matak Runway Length in ARFL is 992 m

Aircraft Type and ACN/PCNNo AIRCRAFT A.C.N NOTE1 ATR 42-300 8F/A YES 2 ATR 42-320 8F/A YES 3 ATR 42-500 9F/A YES 4 ATR 42-600 9F/A YES 5 ATR 72-200 12F/A YES 6 ATR 72-210 12F/A YES 7 ATR 72-500 13F/A YES 8 ATR 72-600 13F/A YES 9 BOMBARDIER Q 200 8F/A YES

10 BOMBARDIER Q 300 8F/A YES 11 BOMBARDIER Q 400 10F/A YES 12 BOMBARDIER CRJ 700 17F/A NO 13 BOMBARDIER CRJ 900 22F/A NO 14 BOMBARDIER CS 100 26F/A NO 15 BOMBARDIER CS 300 47F/A NO 16 CESSNA CARAVAN 676 3F/A YES 17 CESSNA GRAND CARAVAN 3F/A YES 18 CESSNA CARAVAN AMPHIBIAN 3F/A YES 19 CESSNA SUPER CARGOMASTER 3F/A YES 20 CESSNA SKY LANE JT-A 1F/A YES 21 CESSNA SKY CATCHER 1F/A YES 22 CESSNA CORVALIS TTX 1F/A YES 23 CESSNA SKYHAWK SP 1F/A YES 24 CESSNA STATION AIR 1F/A YES 25 CESSNA TURBO STATION AIR 1F/A YES 26 CESSNA SKY LANE 1F/A YES 27 CESSNA TURBO SKY LANE 1F/A YES 28 CESSNA CITATION 3F/A YES 29 CESSNA CITATION CJ2 5F/A YES 30 CESSNA CITATION CJ3 5F/A YES 31 CESSNA CITATION CJ4 7F/A YES 32 CESSNA CITATION XLS 8F/A YES 33 CESSNA CITATION SOVEREIGN 9F/A YES 34 CESSNA CITATION X 2F/A YES

PCN Matak Runway is 13 F/A/X/T