This article presents the 1993 AASHTO Guide basic design equation for flexible pavements. This empirical equation is widely used and has the following form. Sep 1, 2011 - WSDOT Research Report. Use of the 1993 AASHTO Guide. MEPDG and Historical Performance to Update the WSDOT Pavement.
AASHTO Design Publications The following AASHTO publications are developed and/or updated by the Technical Committees of the Subcommittee on Design. These publications may be purchased at the.
Bicycle Facilities, Guide for the Development of, 1999. Contracting, Selecting, and Managing Consultants in Preconstruction Engineering, Guide for, 1996. Design Standards - Interstate System, A Policy on, 2005. Geometric Design for Highways and Streets (Green Book), A Policy on, 2011. Geometric Design of Very Low-Volume Local Roads (ADT.
TONASA 2 10-1026 XPT 35 SEMEN MW TONASA CFPP Location Project No. CALCULATION SHEET FOR1ROAD AND Rev. 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' = 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. (REK) Doc No. CALCULATION SHEET FOR1ROAD AND Rev. Date TPP-00-A4-CS-010-R 2 Dec 2011 2.