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Elena's Roadway/Everything Trivia

Total questions: 26

Worksheet time: 14mins

Name
Class
Date
1.

What does PGL mean? (Roadway)

a)

Profile Grading Line

b)

Profile Grade Line

c)

Proposed Grade Line

d)

Profile Grade Lane

2.

What do Erosion Control Logs typically protect? (SW3P)

a)

Ditches

b)

Boxes

c)

Guardrail

d)

Inlets

3.

What slope criteria requires concrete riprap? (Roadway)

a)

2:1

b)

4:1

c)

3:1

d)

6:1

4.

What method do you use for a Drainage Area < 200 acres? (H&H)

a)

Hydrologic Method

b)

Regression Equation

c)

NRCS Unit Hydrograph

d)

Rational Method

5.

What is a K Factor? (Traffic)

a)

Converts existing year traffic to opening year traffic.

b)

Develops the traffic forecasts, signs and seals data provided to Districts.

c)

Traffic parameter most commonly used in capacity and LOS evaluations.

d)

Percentage of ADT representing 30th highest hourly volume in design year.

6.

What sediment control practice is this image depicting? (SW3P)

a)

Best Management Practice

b)

Sediment Control Fence

c)

Rock Filter Dam

d)

Erosion Control Log

7.

What sediment control practices is this image depicting? (SW3P)

a)

Erosion Control Log

b)

Rock Filter Dam

c)

Best Management Practice

d)

Sediment Control Fence

8.

What is the MIN distance between stop bar and cross walk? (PM)

a)

4 ft

b)

3 ft

c)

25 ft

d)

6 ft

9.

QTY sheets get signed and sealed?

a)

True

b)

False

10.

How much does a prestressed concrete girder bridge cost per SF?

a)

$236/SF

b)

$55/SF

c)

Depends

d)

$115/SF

11.

What units do you use to quantify asphalt pavement? (QTY)

a)

SY

b)

tons

c)

CY

d)

lbs/sy-in

12.

What foundation system are most bridges in TX supported by? (Structural)

a)

Concrete

b)

Girders

c)

Drilled Shafts

d)

Steel

13.

How do you calculate the exit velocity of a culvert? (H&H)

a)

Q=VA12Q=VA^{\frac{1}{2}}

b)

Q=VS2Q=VS^2

c)

Q=VAQ=VA

d)

Q=(1.486Ar23s12)nQ=\frac{(1.486Ar^{\frac{2}{3}}s^{\frac{1}{2}})}{n}

14.

What is the preferred application of lime?

a)

Slurry

b)

Dry

c)

Quick Lime

d)

Fast Lime

15.

What are 2 components of strength for a drill shaft? (Structural)

a)

Skin Friction & Barrier

b)

Barrier & Point Bearing

c)

Skin Friction & Point Bearing

d)

Beams & Slab

16.

What is the bid item for Lime?

a)

245

b)

260

c)

156

d)

132

17.

What is the latest edition of the MUTCD?

a)

2009 Version

b)

2011 Version

c)

2023 Version

d)

2014 Version

18.

How many justifications of a traffic signal are there? Can you name one?

a)

9 Warrants

b)

5 Warrants

c)

12 Warrants

d)

3 Warrants

19.

In asphalt pavement, what is the MAX height of one layer of material?

a)

2 in

b)

3 in

c)

5 in

d)

1 ft

20.

What is the Mannings Equation?

a)

Q=VAQ=VA

b)

Q=VA12Q=VA^{\frac{1}{2}}

c)

Q=(1.486Ar23s12)nQ=\frac{(1.486Ar^{\frac{2}{3}}s^{\frac{1}{2}})}{n}

d)

Q=(1.486Ar3s12)nQ=\frac{(1.486Ar^3s^{\frac{1}{2}})}{n}

21.

In a typical roadway section what does FHWA require when hot mix is underneath concrete?

a)

Drill Shaft

b)

Point Bearing

c)

BMP's

d)

Bond Breaker

22.

What are the components of a bridge sub-structure?


(a)  
a)

Cap

b)

Drill Shaft

c)

Slab

d)

Columns

23.

Which of the following are types of retaining walls?

a)

MSE

b)

Drill Shaft

c)

Cantilever

d)

Block Walls

e)

Soil Nail

24.

How do you calculate lime/SY when a geotech report says, "6% lime needed"?

a)

6% based on unit weight of soil ranging from 110-120 lb/ft3

b)

6% based on unit weight of soil ranging from 115-120 lb/ft3

c)

6% based on mass of soil ranging from 110-120 lb/ft3

d)

6% based on water content of soil ranging from 110-120 lb/ft3

25.

What does FHWA mean?

a)

Federal Highway Association

b)

Funded Highway Administration

c)

Federal Highway Administration

d)

Federal Aviation Administration

26.

How do you calculate the amount of asphalt in a roadway section?

a)

($115/syin)(200lb/ton)\frac{(\$115/sy-in)}{(200lb/ton)}

b)

($115/syin)(500lb/ton)\frac{(\$115/sy-in)}{(500lb/ton)}

c)

($115/syft)(200lb)\frac{(\$115/sy-ft)}{(200lb)}

d)

($125/syin)(200lb/ton)\frac{(\$125/sy-in)}{(200lb/ton)}