CSULA CE 195 ENGINEERING DESIGN
BENJAMINE .U. AKA
INTRODUCTION:
This web page document planning and preliminary design of a local road from existing county road to a new development. the link below will take you to an explanation of the problem being solve.
PROBLEM DEFINITION:
INFORMATION COLLECTION:
These are the basic standard of information that we need in solving this project problem. For example, Contour map, regulation, design constrain cannot have more than 10% gradient slope and 2:1 cross-sectioal slope.
INFORMATION GATHERED:
GENERATE MULTIPLE SOLUTIONS:
ALTERNATIVE CONSIDERD:
There are four alternative in this project. Two out of the four alternative are in the link below.
ALTERNATIVE I
ALTERNATIVE II
ANALYSIS OF ALTERNATIVES:
This alternative route was choose based on the outcome of the anaylsis . For example, the cost analysis, gredient slope,
cross-sectional slope and longitutinal distance. The volume calculation is for the alternative II route.
VOLUME CALCULATIONS:
CROSS-SECTION
BEST ROUTE
ROUTE
This web page document planning and preliminary design of a local road from existing county road to a new development. the link below will take you to an explanation of the problem being solve.
PROBLEM DEFINITION:
INFORMATION COLLECTION:
These are the basic standard of information that we need in solving this project problem. For example, Contour map, regulation, design constrain cannot have more than 10% gradient slope and 2:1 cross-sectioal slope.
INFORMATION GATHERED:
GENERATE MULTIPLE SOLUTIONS:
ALTERNATIVE CONSIDERD:
There are four alternative in this project. Two out of the four alternative are in the link below.
ALTERNATIVE I
ALTERNATIVE II
ANALYSIS OF ALTERNATIVES:
This alternative route was choose based on the outcome of the anaylsis . For example, the cost analysis, gredient slope,
cross-sectional slope and longitutinal distance. The volume calculation is for the alternative II route.
VOLUME CALCULATIONS:
CROSS-SECTION
BEST ROUTE
ROUTE