instructional methods example 2

14
Highway Repair: It’s A Group Effort How Does the Geotechnical Engineering Department Contribute?

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For a teaching portfolio plan for a masters class at the University of Toronto

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Page 1: Instructional Methods   Example 2

Highway Repair: It’s A Group

EffortHow Does the Geotechnical

Engineering Department Contribute?

Page 2: Instructional Methods   Example 2

Why Do We Use Non-Destructive Testing?

Assessing the potential durability of the pavement

Confirming or locating suspected deterioration of concrete

Monitor long-term changes

Determine the position, quality and condition of reinforcement

Minimize the number of destructive tests

Page 3: Instructional Methods   Example 2

Types of TestsNon-Destructive

A non-invasive technique used to determine the integrity or properties of a material

Allows inspection without interfering with a product or element final use

Destructive

Conventional Methods that enable the strength of the concrete to be measured by coring or cutting samples from concrete

Page 4: Instructional Methods   Example 2

Types of TestsNon-

DestructiveDestructive

Partially DestructiveConcrete is tested to failure but the damage is localized and the

member is not significantly weakened.

Page 5: Instructional Methods   Example 2

Name all the destructive and non-destructive testing methods you know

Page 6: Instructional Methods   Example 2

Examples of TestsNon-Destructive Falling Weight

Deflectometer

Radiography

Ground Penetrating Radar

Hammer Rebound Testing

Covermeter

Ultrasonic Pulse

Velocity

Destructive Coring

LOOK IN NDT notes at home

Page 7: Instructional Methods   Example 2

Which of these tests do you think we use on

Ministry Highways?

Page 8: Instructional Methods   Example 2

Tests Employed By The Ministry

Visual Inspection

FWD

Ground Penetrating Radar

Coring

Page 9: Instructional Methods   Example 2

What does the FWD measure

Page 10: Instructional Methods   Example 2

Typical FWD Testing Results

Page 11: Instructional Methods   Example 2

The Evaluation MatrixLoad Transfer Efficiency

Low(Crack < 13mm)

Medium (Crack 13-25mm)

High (Crack >25mm)

Good(>70%)

JPCP - Consider Other Data to Determine RepairJRCP & Joints – Do Nothing

JPCP – Full Depth JRCP & Joints – Consider Other Data to Determine Repair

All – Full Depth Repair

Fair (50-70%)

JPCP – Full Depth JRCP & Joints – Consider Other Data to Determine Repair

All – Full Depth Repair All – Full Depth Repair

Poor(< 50%)

All – Full Depth Repair All – Full Depth Repair All – Full Depth Repair

Page 12: Instructional Methods   Example 2

Using the evaluation matrix and the

example just handed out, which sections of highway would your team suggest need

repair?

Page 13: Instructional Methods   Example 2

The Evaluation MatrixLoad Transfer Efficiency

Low(Crack < 13mm)

Medium (Crack 13-25mm)

High (Crack >25mm)

Good(>70%)

JPCP - Consider Other Data to Determine RepairJRCP & Joints – Do Nothing

JPCP – Full Depth JRCP & Joints – Consider Other Data to Determine Repair

All – Full Depth Repair

Fair (50-70%)

JPCP – Full Depth JRCP & Joints – Consider Other Data to Determine Repair

All – Full Depth Repair All – Full Depth Repair

Poor(< 50%)

All – Full Depth Repair All – Full Depth Repair All – Full Depth Repair

Page 14: Instructional Methods   Example 2

What was actually repaired …