What measurement technique is used to restore a lost Quarter Corner on a section line?

What measurement technique is used to restore a lost Quarter Corner on a section line?

• A. Double Proportionate Measurement
• B. Single Proportionate Measurement
• C. Linear Measurement
• D. Angular Measurement

Answer: (B)

The single proportionate measurement technique is utilized to restore a lost Quarter Corner on a section line due to its reliance on established boundary points and a consistent distance ratio. When a Quarter Corner is lost, surveyors can reference known points, such as the section corners, which allows for the proportional division of the distances along the section line. By applying the principle of proportionality, the surveyor can accurately determine the position of the lost Quarter Corner by creating a ratio of the distances from the known corners to the intended quarter corner location. This method effectively compensates for any discrepancies or challenges posed by the loss of the original marker. It is a common practice in land surveying because it preserves the relationships of land parcels within the established grid system, ensuring that the original land measurements remain consistent with the overall layout of the land. The accuracy of this method relies on the assumption that the section lines are straight, and that the relationships of the corners are maintained, which is often the case in sectioned properties.

The single proportionate measurement technique is utilized to restore a lost Quarter Corner on a section line due to its reliance on established boundary points and a consistent distance ratio. When a Quarter Corner is lost, surveyors can reference known points, such as the section corners, which allows for the proportional division of the distances along the section line. By applying the principle of proportionality, the surveyor can accurately determine the position of the lost Quarter Corner by creating a ratio of the distances from the known corners to the intended quarter corner location.

This method effectively compensates for any discrepancies or challenges posed by the loss of the original marker. It is a common practice in land surveying because it preserves the relationships of land parcels within the established grid system, ensuring that the original land measurements remain consistent with the overall layout of the land. The accuracy of this method relies on the assumption that the section lines are straight, and that the relationships of the corners are maintained, which is often the case in sectioned properties.