CE 195

Civil Engineering Design

Proposed Road

in Malibu Canyon

  

 

 

 

 

 

 

Diran Yanikian

March 14, 2006

 

 


Table of Contents

 

 

Introduction

Problem Defenition

Information Gathered

System Constraints

Routes

Longitudinal Table

Longitudinal Graph

Cross Sections Table by Excel

Cross Sections Graph by Excel

Cut + Fill Volume

Cost 

 

 

 

 


Introduction

 

    Scope

§         This introductory course in civil engineering design seeks to promote the following skills:

    Student Creativity

    Use of “open ended” problems

    Use of modern design theory and methodology

 

    • Institution: Cal State Univ., Los Angeles
    • Instructor: Dr. Purasinghe, Ph.D., P.E.

 

    Abstract

§         In this introductory design course students are assigned the task of designing an access road.  This access road is to extend from a known highway to a proposed recreational facility. 

 

    • Students are expected to show an understanding of the engineering design process.

 

    • Students are expected to adhere to engineering design standards as set forth by governmental and associated institutions.  The application on these standards is paramount to the design process.  However, the student must also take into consideration the ethical aspects of these standards relative to human and environmental safety. 

Problem Definition

 

    Design of an Access Road

§         It has become necessary to design an access road, that begins at some point on Malibu Canyon Rd., with off-ramp elevation choices ranging from 425 to 489 feet.

 

    • This road is to end at a newly proposed recreational facility at an elevation of 893.75 feet.

 

 

 

 


Information Gathered

 

    Engineering Standards

§         Permissible grade

    Grade < 12% to promote overall efficiency and safety.

 

    • Side slopes

    Side slopes must maintain a 2:1 ratio to promote stability.  

 

    • Water Dispersion

    The pavement must be “crowned” to promote water dispersion.  Flooded roads are a clear danger to the safety of drivers.  The massive reduction in tire friction would cause frequent accidents.

 

    • Radius of Alignment

    The minimum radius of turns must not be less than 200 feet.  Anything below a 200 ft. radius would call for major banking of the road.  Taking into consideration that this isn’t a racetrack, we must adhere to this standard.


 

Other System Constraints

 

    Economic        

§         The role of civil engineering is to produce designs which maintain “guideline functionality” while reducing overall costs.  Economic feasibility becomes an obvious concern considering the large scale of modern civil design projects.

 

    Political

§         A civil engineer must show proof of design feasibility to the involved governing bodies in the form of:     

    Introductory and final design characteristics

    Detailed engineering analysis and proof of standard adherence

    Cost analysis and feasibility

    Traffic impact report

    Social (Ethics Aspects)

§         From the perspective of engineering projects conceived as social experiments, the general features of a morally responsible engineer are:

 

    A primary obligation to protect the safety of human subjects and respect their right of consent

    A constant awareness of the experimental nature of any project, imaginative forecasting of its possible side effects, and a reasonable effort to monitor them

    Autonomous, personal involvement in all steps of a project

    Accepting accountability for the results of a project

 

    Environmental

§         It is not uncommon for an engineer to be faced with issues of the environmental kind.  If the design calls for major cutting of natural vegetation, as ours does, an Environment Impact Report (EIR) is undoubtedly necessary.

 


Routes

 

 

 

At first I came up with Alt 1. Then I noticed that the curves were less then 200 ft. radius.

So after some thought I came up with Alt 2 which is more convenient to use since it follows the contour lines.

 


Stations are chosen at every 340 ft.

Longitudinal Profile Table

 

 

Horizontal Distance (ft)

Existing Ground Elevation (ft)

Grade Slope (%)

Proposed Road Elevation (ft)

Proposed Grade Slope (%)

0

489.0

 

489.0

 

150

494.5

3.7

494.5

3.7

300

498.0

2.3

498.0

2.3

450

512.5

9.7

512.5

9.7

600

535.0

15.0

530.0

11.7

750

545.0

6.7

545.0

10.0

900

562.5

11.7

562.5

11.7

1050

575.0

8.3

575.0

8.3

1200

600.0

16.7

592.0

11.3

1350

625.0

16.7

609.8

11.9

1500

637.5

8.3

627.5

11.8

1650

650.0

8.3

645.0

11.7

1800

662.5

8.3

662.5

11.7

1950

675.0

8.3

675.0

8.3

2100

700.0

16.7

690.0

10.0

2250

708.3

5.5

705.0

10.0

2400

725.0

11.1

722.5

11.7

2550

741.7

11.1

740.0

11.7

2700

741.7

0.0

741.7

1.1

2850

750.0

5.5

750.0

5.5

3000

766.7

11.1

766.7

11.1

3150

783.3

11.1

783.3

11.1

3300

791.6

5.5

791.6

5.5

3450

808.3

11.1

808.3

11.1

3600

816.6

5.5

816.6

5.5

3750

825.0

5.6

825.0

5.6

3900

833.3

5.5

833.3

5.5

4050

837.5

2.8

837.5

2.8

4200

837.5

0.0

837.5

0.0

4350

856.3

12.5

855.0

11.7

4500

858.3

1.4

858.3

2.2

4650

866.6

5.5

866.6

5.5

4800

881.3

9.8

881.3

9.8

4950

887.5

4.2

887.5

4.2

5100

893.8