Use LEFT and RIGHT arrow keys to navigate between flashcards;
Use UP and DOWN arrow keys to flip the card;
H to show hint;
A reads text to speech;
24 Cards in this Set
- Front
- Back
When leveling the transit and turning both leveling screws at the same time, the bubble on the transit plate level follows the ____ thumb. |
Left
|
|
The accuracy of the transit is ____.
|
1’ (minute)
|
|
If you are reading angles clockwise, you will always use the ____ half of the Vernier.
|
Left-hand |
|
When all angles at one setup are measured and forma complete circle, the instrument man ____.
|
Closes the horizon |
|
Although seldom done, ____ serves as a check on the angles, since they should add up to 360 degrees.
|
closing the horizon
|
|
Elevations are determined by comparison of one point with another one nearby. The point of reference is called a ____.
|
Bench mark |
|
On a construction job, the ____ often set the bench mark. If there is no reference mark when the preliminary survey is conducted, the ____ will indicate a point of reference (example: floor is 1 foot above curb; the curb will then be the bench mark).
|
Owner’s engineer; architect
|
|
To determine elevations, a ____ is held on the point.
|
Graduated rod
|
|
A common type of graduated rod is ____.
|
Self-reading rod |
|
The first measurement taken for differential leveling is a ____ or ____ as it is added to the elevation of the bench mark to determine the elevation of the instrument.
|
Backsight or plus-reading
|
|
After the first rod reading, all readings are subtracted from the height of instrument to determine the elevation of the point being read. These readings are called____ or ____ (sighting to an unknown elevation).
|
Foresight or minus reading
|
|
On the left page of a differential leveling survey, name the headers of the column, from left to right. |
1. STA (station) 2. BS+ (backsight or plus-reading) 3. HI (height of instrument) 4. FS- (foresight or minus reading) 5. ELEV (elevation) |
|
When in the field, what is a good way to remember what is a bench mark and/or turning point?
|
Bench mark (BM) or turning point (TP) are ONLY where the ROD is (not to be confused with the location of the transit) |
|
What must you do every time you move the transit?
|
Rough level
|
|
Releveling the instrument for EACH reading DOES or does NOT affect the accuracy of the work?
|
Does NOT
|
|
When reading the rod, what are Joe’s golden rules?
|
1. Check the bubble |
|
What are the common error in level work?
|
1. bubble not centered |
|
____ are those made to a higher degree of precision than are ordinary mapping or preliminary surveys.
|
Control surveys
|
|
The ____ points are set for mapping purposes, as opposed to points set by other agencies for specific construction needs.
|
U.S.C.G.S. (U.S. Coast and Geodetic Survey)
|
|
On building construction jobs, the contractor does their own ____ as well as actual layout and grade stakes.
|
Control survey |
|
What is the most common level rod?
|
Philadelphia rod
|
|
The ordinary Philadelphia rod may be used ____, to read elevations of floors, bottoms of beams, etc.
|
Upside down
|
|
In order to minimize both instrument error and curvature of the earth, plus and minus sights are equalized, also known as ____.
|
Reciprocal leveling
|
|
What are the common errors on bench mark leveling?
|
1. Instrument not in adjustment |