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Worksheets

Pre Test (Group 1)

Total questions: 10

Worksheet time: 4mins

Name
Class
Date
1.

It is established to ensure bridge safety in terms of stiffness, strength, and stability of the

whole bridge or each bridge component.

a)

Design drawings

b)

Design specifications

c)

Design concept

d)

Design features

2.

These are the suites of European Standards developed by the European Committee for the structural design of civil engineering structures within the European Union.

a)

British Standards (BS)

b)

American Society for Testing and Materials (ASTM)

c)

Eurocodes

d)

International Organization for Standardization (ISO)

3.

This manual was prepared to provide guidelines to Department of Public Works and Highways (DPWH) engineers in the seismic design and constructions of conventional new bridges under design large earthquake as an extreme event.

a)

National Structural Code of the Philippines (NSCP)

b)

National Building Code of the Philippines (NBCP)

c)

Bridge Seismic Design Specifications (BSDS) Design Guide Manual

d)

Load and Resistance Factor Design (LRFD)

4.

The return period of an active fault is thought to be about ____ years.

a)

100

b)

1000

c)

10000

d)

2500

5.

It includes the graphic design, horizontal design, vertical design, design of geometric cross sections, intersections, and various design details.

a)

Bridge Planning

b)

Geometric Design

c)

Horizontal Layout

d)

Longitudinal Elevation

6.

It is the most popular design concept for bridge design and widely used for many countries in the world.

a)

Allowable Stress Design (ASD)

b)

Load and Resistance Factor Design (LRFD)

c)

Reinforced Concrete Design

d)

Steel Design

7.

What is the purpose of the planning phase in bridge development?

a)

Detailed design

b)

Laying the groundwork

c)

Construction

d)

None of the above

8.

Which of these surveys should be conducted first in a bridge construction?

a)

Geotechnical Survey

b)

Traffic Survey

c)

Meteorological Survey

d)

Topographic Survey

9.
  1. For _________ bridges, wind load can be negligible.

a)

short span

b)

medium span

c)

long span

d)

all

10.
  1. __________ is considered for substructures of large bridges submerged under deep water bodies.

a)

Wind load

b)

Buoyancy effect

c)

Longitudinal force

d)

Thermal Stress