TONASA 2 10-1026 XPT 35 SEMEN MW TONASA CFPP Location Project No. CALCULATION SHEET FOR1ROAD AND Rev.

This spreadsheet was designed to produce flexible pavement design thickness' in accordance with FAA Advisory Circular AC 150/5320-6D, Airport Pavement Design and Evaluation. The spreadsheet breaks the design process into 10 steps and is designed to prompt the user for design input parameters during each step.

Date TPP-00-A4-CS-010-R 2 Dec 2011 GENERAL 1.1 OUTLINE OF STRUCTURE Project Client Location Structure Name 1.2 DESIGN PHILOSOPHY 1.2.1 Unit of Measurment Unit of measurment in design is in metric/imperial system 1.2.2. Computer Software that is used in design analysis MS Excel 1.3 CODE AND STANDARD 1.3.1. General Codes and Standard AASHTO 1993 Guide for Design of Pavement Structures - PCA Portland Cement Association - SKBI 1.3.53 - 1987 Indonesian Loading Code for Building - ACI 318 - 08 Building Code for Structural Concrete - ASTM American Society for Testing and Material 1.3.2.

Spesific Codes and Standard TPP-00-A0-ES-001-R Design Specification for Civil & Structural 1.4 USED MATERIAL AND ALLOWABLE STRESS 1.4.1 Concrete Compressive Strength of concrete at 28 days ( Cilinder Test ) shall be as follows, unless otherwise specified fc' fc' >Wwe 2012 psp iso file download. = 100 kg/cm2 280 kg/cm2 Concrete Specific Gravity = 2400 1.4.2 Reinforcing Steel Bar Material Grade kg/m3 Yield Strength ( Min. ) Wiremesh Deformed Bar Plain Bar Steel Specific Gravity For Leveling Concrete For Road and Pavement fyw fyd fyp = 7850 kg/m3 6000 = 3200 = 2400 = kg/cm2 kg/cm2 kg/cm2 TONASA 2 10-1026 XPT 35 SEMEN MW TONASA CFPP Location Project No. Look up guitar serial numbers. (REK) Doc No.

CALCULATION SHEET FOR1ROAD AND Rev. Date TPP-00-A4-CS-010-R 2 Dec 2011 2.