$1.$ Station $10+00\mathrm{.}00$ has an elevation of $110\mathrm{.}00$ and a grade of $-2\%.$ Station $20+00\mathrm{.}00$ has an

elevation of $105\mathrm{.}00$ and a grade of $+3\%.$ The stationing at the two grade intersections is closest

to

$($a$)14+00$

$($b$)15+00$

$($c$)16+00$

$($d$)17+00$

$2.+2\%$ grade is closest to a zenith angle of

$($a$)88$ degrees

$($b$)89$ degrees

$($c$)90$ degrees

$($d$)91$ degrees

$3.$ Station N E

$110000\mathrm{.}00010000\mathrm{.}000$

$29736\mathrm{.}529815\mathrm{.}43$

$39812\mathrm{.}5110103\mathrm{.}56$

An occupied station of $3$ backsighting $1$ and turning a horizontal angle clockwise to $2$ will be closest to

$($a$)40$ degrees

$($b$)90$ degrees

$($c$)280$ degrees

$($d$)350$ degrees

$4.$ Grade elevation is $100\mathrm{.}00,$ road width is $20$ ft$.,$ and positive grade to top of bank is $1$ V$/3$ H$.$

What closest distance from centerline will the elevation be $105\mathrm{.}00$

$($a$)5$

$($b$)15$

$($c$)25$

$($d$)30$

$5.$ Grade elevation is $100\mathrm{.}00,$ road width is $20$ ft$.,$ and positive grade to top of bank is $1$ V$/3$ H$.$

Ground grade from the centerline is $+0\mathrm{.}5\%.$ What closest distance from centerline will the bank

intersect the ground?

$($a$)10$

$($b$)12$

$($c$)14$

$($d$)16$

$6.$ The ground elevation is $100\mathrm{.}00$ and the design elevation is $98.$ A line on a stake $2$ ft above

ground would indicate closest to

$($a$)1$ ft$.$ cut

$($b$)2$ ft$.$ cut

$($c$)3$ ft$.$ cut

$($d$)4$ ft$.$ cut

$7.$ A line on a stake says $2$ fill. An instrument setup to a benchmark of $100\mathrm{.}00$ produces a rod

reading of $5\mathrm{.}00.$ If a bottom of a rod held on the line produces a rod reading of $4\mathrm{.}00$ the grade

elevation is closest to

$($a$)104$

$($b$)103$

$($c$)102$

$($d$)101$

$8.$ You are slope staking the edge of a fill section on a road. The fill slopes are $3$:$1.$ After checking

the ground elevation, you determine a fill of $2\mathrm{.}8$ feet will be required at the edge of the road. How

far out from the edge should you go before checking the ground elevation again $($closest to$)?$

a$.2\mathrm{.}1$ feet

b$.4\mathrm{.}2$ feet

c$.6\mathrm{.}3$ feet

d$.8\mathrm{.}4$ feet

$9.$ Metric stationing of $14+234\mathrm{.}36$ in proper form for International foot stationing is closest to

a$.467+00\mathrm{.}00$

b$.43+39\mathrm{.}00$

c$.142+34\mathrm{.}36$

d$.2+34\mathrm{.}36$

$10.$ The catchpoint is defined as

a$.$ Where the centerline elevation intersects ground

b$.$ Where the line on a stake intersects ground

c$.$ Where the design surface intersects ground

d$.$ Where two design grades intersect

$11.$ Station $9+18\mathrm{.}56$ has an elevation of $89\mathrm{.}00$ and is at a constant grade in both directions. The

grade towards station $18+00\mathrm{.}00$ is $+3\%.$ What of these elevations is closest to the elevation of

$6+00\mathrm{.}00?$

a$.89\mathrm{.}00$

b$.99\mathrm{.}00$

c$.79\mathrm{.}00$

d$.69\mathrm{.}00$

$12.$ A $20$ ft$.$ wide road shows at $18\mathrm{.}4$ ft$.$ right the design slope is $2\mathrm{.}8$ ft$.$ above road elevation. The

design slope in this area is closest to

a$.1$V:$1$H

b$.1$V:$2$H

c$.1$V:$3$H

d$.1$V:$4$H

$13.$ Centerline elevation is $100\mathrm{.}00$ ft$.$ on a $20$ ft$.$ wide road. For a slope to intersect ground at an

elevation of $105\mathrm{.}0030$ ft$.$ from centerline what is the closest appropriate slope.

a$.1$V:$1$H

b$.1$V:$2$H

c$.1$V:$3$H

d$.1$V:$4$H

$14.$ A $20$ ft$.$ wide road has a positive slope on left of $1$V:$3$H and a negative slope on right of $1$V:$2$H$.$

What is the closest percent grade from a point $30$ ft$.$ left of centerline to a point $25$ ft$.$ right of

centerline?

$($a$)-4\%$

$($b$)-12\%$

$($c$)-20\%$

$($d$)-28\%$

$15.$ A total station is set up $5\mathrm{.}3$ ft$.$ above an elevation of $100\mathrm{.}00$ and measures a slope distance of

$120\mathrm{.}00,$ zenith angle of $271$d$1218,$ to a prism with a height of $5\mathrm{.}0$ above ground. If the design

elevation at the prism is $102\mathrm{.}00$ ft$.$ the change in elevation from ground to design is closest to

$($a$)2$ ft$.$ cut

$($b$)1$ ft$.$ cut

$($c$)1$ ft$.$ fill

$($d$)2$ ft$.$ fi