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Fill in the Blanks

Fill the Gaps - TRB 2024

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Fill the Gaps - TRB 2024

Fill in the Blanks

(2)
A fun game to test your knowledge of Continuous friction measurement by filling in the missing words.

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About Fill in the Blanks
29 times made

Created by

Holly Wickham
Holly Wickham
United Kingdom

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Fill the Gaps - TRB 2024Online version

A fun game to test your knowledge of Continuous friction measurement by filling in the missing words.

by Holly Wickham
1

routine occasional continuous

Basic : Because pavement friction can vary significantly , friction measurements provide richer safety and materials analysis insights .

2

network project

Basic : SCRIM provides both and / segment level friction data .

3

36 30%

Basic : Systemic friction management using SCRIM can deliver crash reductions with a benefit - cost ratio of : 1 .

4

Traffic Weather friction

Crash Risk : & are often the two strongest predictors of crash risk .

5

road size space

Crash Risk : Effect analysis is a method of evaluating the relative importance of variables in SPF calculation .

6

enhancements speeds lower friction

Crash Risk : Sharp ( low radii ) curves are an opportunity for safety countermeasures such as & .

7

friction macrotexture

Crash Risk : Moderate curves may benefit more from improvements than from improvements .

8

traffic geometry

Lifecycle : Pavement friction deterioration is driven by & .

9

decrease increase

Lifecycle : Pavement friction tends to for a period of time after installation as more of the aggregate surface becomes exposed .

10

4 3 5

Lifecycle : Friction deterioration tends to follow one of curves .

11

higher lower

Lifecycle : Effective binder content is relatively more important in prediciting for road segments with RAP content when compared to road segments with RAP content .

12

content Binder

Lifecycle : is the mix design volumetric with the highest overall impact on a predicted friction value .

13

retexturing

Treatment Types : Depending on underlying aggregate type , can increase pavement friction and texture for 2 - 4 years .

14

traffic volume

Treatment Types : Pavement macrotexture enhancements demonstrate longer performance when is low .

15

HFST

Treatment Types : can sustain friction supply >65 MSC for 7 + years , even where polishing forces are greatest .

16

reduction increase

Treatment Types : Speed can provide effective friction improvements equal to 10 MSC .

 
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