Definitions
Conversions
Hike-ups and Stations
Slope Equations
Slopes
100

The height above mean sea level

What is ELEVATION?

100

8 inches (nearest hundredth)

What is 0.67?

100

If you had a lath at C-20 and want to read at 50.

What is a 30 hike-up?

100

1 1/2:1

Horizontal- 10

What is a vertical of 6.67?

100

C-10

H- 40

R- ____

What is 4:1

200

Government officials set in ________ that are considered permanent and official.

What are BENCHMARKS?

200

11inches (nearest thousandth)

What is 0.917?

200

Lath at 14 and want to read 40.

What is a 26 hike-up?

200

20%

F- 234

What is a horizontal distance of 117

200

C-10 on 2:1. First stake.

What is odd increment of 2'?

300
The reference or "zero point" for elevation.

What is MEAN SEA LEVEL?

300

2' 3"

What is 2.25'

300

Lath at 042 and want to read 30.

What is a 258 hike-up?

300

Rise in 250 at 5% grade.

What is a vertical of 12.5?

300

1 1/2:1, vertical cut 68.

What is horizontal distance of 10.2'?

400

Consciousness of the potential hazards around you.

What is EFFECTIVE SAFETY?

400

3' 2 1/2" (nearest thousandth)

What is 3.208'?

400

Hike-up of 294 at EL 1834.92

What is EL 1837.86?

400

2:1 for 44

(find percent of grade)

What is 50% grade.

400

Same relation with 9:3

What is 3:1?

500

The location or EL of an established point, the top of a fill or the bottom of a cut, and the height of the existing ground in relation to the height of the ground when grading is completed.

What is GRADE?

500

inches/12

What is "foot" conversion? (i will take tenth conversion)

500

Station at 10,846.48.

Where is 108+46.48

500

981+08 FL EL 4001.00, 2% down, FL EL is _______ at Sta 993+79.

What is 3,975.58?

500

C-3at 3:1.

What is horizontal distance of 9?

600

The abbreviations BM, C, CL, EL, F, FL, GR, O/S, R/W, Sta, TOE, TOP, P/R

What are BENCH MARK, CUT, CENTER LINE,ELEVATION, FILL, FLOWLINE, GRADE, O/S, RIGHT OF WAY, STATION, TOE OF SLOPE, TOP OF SLOPE, PRO RATE.

600

2' 7 3/16" + 3' 8 3/5" (nearest hundredth)

What is 6.32?

600

Feet between Sta 426+09.27 and Sta 1025+00.84.

What is 59,591.57?

600

What is 629.73

600

Elevation of TOP.

What is 968

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