Match the source of error with the corresponding correction in surveying with steel tape.
Step 1: Sag correction.
Sag is the bending of the steel tape due to its own weight when not kept perfectly horizontal. This causes the measured length to be longer than the actual distance, and thus the correction is negative. Therefore, for (P), the correction is (2) Only Negative ($-$).
Step 2: Temperature correction.
Temperature changes affect the length of the tape. If the temperature is higher than the standard temperature, the tape will expand, and if it is lower, the tape will contract. The correction can either be positive or negative depending on whether the temperature is above or below the standard temperature. Thus, for (Q), the correction is (3) Either positive or negative ($+$ or $-$).
Step 3: Pull correction.
When the pull on the tape is greater than the standard pull, the tape elongates, making the measured length longer than the actual length. Therefore, the correction is positive, as it compensates for the increased length. Thus, for (R), the correction is (1) Only Positive ($+$).
Reciprocal levelling is performed for points P and Q by placing the same levelling instrument at A and B. The observations of staff readings are tabulated as below.
If the Reduced Level (RL) of P is 115.246 m, then the true RL of Q, in m, is _______ (rounded off to 3 decimal places)
The information of a mining project for a life of three years is given below:
Additional data: Applicable tax rate = 30%
Discount rate = 10%
Depreciation method: Straight line with zero salvage value
Data from a borehole log with collar elevation at 590 mRL are given below. Composite grade is calculated using cores of 5 m above and below the reference bench at 580 mRL. The composite grade, in %, is: