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Exam (elaborations)

Exam (elaborations) CMP 305

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  • CMP 305
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  • CMP 305

Types of Leveling - Differential Level - Profile - Topographic Differential Leveling Finding difference in elevation between 2 points Profile leveling determining the elevation of points at measured distances along a selected line Topographic leveling determining the elevation of spaced grid ...

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  • September 4, 2024
  • 10
  • 2024/2025
  • Exam (elaborations)
  • Questions & answers
  • CMP 305
  • CMP 305
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CMP 305 Exam 1
Questions and Answers


Types of Leveling - Differential Level
- Profile
- Topographic

Differential Leveling Finding difference in elevation between 2 points

Profile leveling determining the elevation of points at measured distances along a selected
line

Topographic leveling determining the elevation of spaced grid points
- uses contour lines

Accuracy of differential leveling depends on...
and common mistake - centering of bubble
- keeping the rod vertical
- equal sight distances for the BS and FS
- length of sight: be practical
-common mistake: reading wrong foot mark

Types of Levels construction level
self compensating

construction level - dumpy 10-20x
- simple
- straight line measurements

self compensating - easier to use
- what we use in lab

Transit and theodolites - both work in the horizontal and vertical plane
- rotate angles
- vertical measurements
- transit is more traditional, few automated features
- theodolite can read angles ver y accurately of up to 1 sec of an arc

, EDMI electronic distance measuring instrument

Total station theodolite with a computer

laser level - cost is higher than straight line
- distance 500' - 1000'
- adv. only one person is needed to get work done
- can be mounted by construction equipment (ex. dozer)

GPS global positioning systems

Scales Vernier Readings -degree , minute=' , seconds = "

linear measurements - pacing
- odometer: wheel
- stadia: length between top and bottom stadia is 1/100 of the distance between the instrument
and the rod
- taping; steel, fiberglass or fabric, length ranges to 500 feet

Record keeping Field book
- left side is actual instrument readings (numbers)
- right side is picture

site prep identify special requirements
- historical sites, trees, natural water supply
- storm water run off control
- barriers around trees so they don't die
mark property lines
heavy equipment operators

prepare for rough grading - study plot plans and specs
- look at contour lines for site grading
- establish benchmarks
- top soils stripped and piled or hauled

soil removal (2 methods) - grid method
* rough grade grid lines in intervals of 100'

- radial staking: total station

Finish grade - select fill material
- finish grade grid intervals of 50'
- blue topping: fill material to base material elevation, ready for concrete or asphalt to be applied

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