To read tenths on a survey rod, look for the numbered sections on the rod that represent tenths of a foot. Each section will be labeled as 0.1, 0.2, 0.3, and so on, indicating increments of one-tenth of a foot. Simply locate the number on the rod that aligns with the measurement you need.
To read a construction survey stake, look for markings that indicate measurements or alignment. Typically, these markings include distance to a reference point, grade elevation, and other relevant information for the construction project. Consult the project's survey plans and coordinate with the site surveyor if there are any uncertainties.
It depends on the survey provider. Legitimate survey websites will typically follow through with sending prizes or rewards as promised. However, it's important to be cautious as there are some scams out there. Be sure to research the survey provider and read reviews before participating.
A survey rodman is a member of a land survey crew responsible for assisting the surveyor in measuring and marking property boundaries or elevations. They often help set up survey equipment, take measurements, and maintain surveying equipment.
hey, you know i had the same question and if you go back and read the lesson if your doing flvs than the best thing is to is read lesson 1.3 for yourself, id dose a better job at explaining it than i can. good luck! :)
Global Survey Group has mixed reviews online with some users reporting issues with receiving payments and others being satisfied with their experience. It is important to be cautious when dealing with survey websites and ensure to read reviews and do thorough research before participating. It is recommended to proceed with caution and consider alternative survey websites with more established reputations.
it is read in tenths of a foot, engineers scale
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read aloud as "two tenths" I believe the answer you are looking for is 2.
five tenths
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three tenths
"Two hundred twelve and three tenths"
Three and two tenths.
0.5 = five tenths
You read this as "one point five".
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