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 ...
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)
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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