EDMI Baseline Calibration Field Steps

Size: px

Start display at page:

Download "EDMI Baseline Calibration Field Steps"

Gilbert Robbins
6 years ago
Views:

1 EDMI Baseline Calibration Field Steps

2 Page 1 of 12 Park Safely o Wear Safety Apparel o Observe All Safety Regulations / Stay Alert! Respect Other Surveyors Utilizing Baseline o Offer Assistance If Appropriate Verify Radios / Phones / Misc. Equip. Operational

3 Page 2 of 12 Record Field Constant Data o Date o EDMI: Model & Manufacturer Serial Number Specified Vertical Circular Accuracy Ex: 6 arc second Specified EDMI Accuracy Ex: +/- (5mm + 5 PPM) o CBL Name & Location o Constant Field Abnormalities or Comments

4 Page 3 of (m) Monument o Properly set-up and level o Record Prism Height (ft & mm) o Record Prism Offset (mm) Note: prism offset should remain constant

5 Page 4 of (m) Monument o Position Tripod / Affix EDMI o Position Parasol o

6 Page 5 of 12 o Properly Level EDMI Verify 360 (deg) Plumb w/monument o

Page 6 of 12 o Record EDMI Height (ft & mm) o Acclimate EDMI (per manufacture s recommendations) NOTE: once acclimated EDMI should remain so throughout calibration, however if EDMI is moved between

7 Page 6 of 12 o Record EDMI Height (ft & mm) o Acclimate EDMI (per manufacture s recommendations) NOTE: once acclimated EDMI should remain so throughout calibration, however if EDMI is moved between set-ups in a vehicle utilizing AC / Heater than reasonable acclimation time must be allocated at each set-up Record Specific Data (unique for each completed Baseline Data Form) o Occupied Station / Observed Station o EDMI Operator / Note Keeper o Local Time ( Watch / Cell Phone) & o Weather ( Weather Radio / Internet / Text Messaging Service ) Temperature

8 Page 7 of 12 Record at EDMI height (after acclimation) Barometric Pressure P.P.M. Set at Wind Speed / Direction Humidity o NOTE: Set the EDMI to match this Meteorological data! o Zenith Angle Check 1 Direct 1 Reverse o Instrument Settings Instrument Constant Set to o Specific Field Abnormalities and Comments Record Elevations o From (Station #) o To (Station #) o Make & Record Independent Observations o Record Independent Distance Observations After each Direct and Reverse single observation, the EDMI must: Be removed from the Tribrach Reattached to Tribrach Properly Releveled for use

9 Page 8 of 12 5 Direct (Slope Dist., Horiz. Dist. & Vert. Height Diff.) 5 Reverse (Slope Dist., Horiz. Dist.& Vert. Height Diff.)

10 Page 9 of 12 NOTE: Repeat above steps as necessary at each monument. Remember: Each set of observations from any station to any other station, requires you to complete a separate N.J. EDMI Calibration Baseline Data Form for verifiable submittal. An additional continuous company private logbook, provides a history of the instrument that may be used later either to isolate changes in instrument characteristics or for legal verification purposes. (National Oceanic and Atmospheric Administration, National Geodetic Survey, Use of Calibration Base Lines: NOAA Technical Memorandum NOS NGS-10. By Fronczek, Charles J. (Dec. 1997)

11 Page 10 of 12 Using: 3 Tripods & 3 Tribachs (example) Order of Observations1: EDMI Prism1 Prism2 Notes Obs. From - To 0.0m m 0.0 m m Move Prism m 0.0 m m m 0.0 m m Remove Prism1 from Tribach 0.0 m m 0.0 m m Swap EDMI w/prism m 0.0 m m m -0.0 m m 0.0 m m m m Move Prism m m m m Prism2 Reversed m m Swap EDMI w/prism m m m m m Move Prism1 0.0 m m 0.0 m m m m m 0.0 m m m 0.0 m Swap EDMI w/prism m 0.0 m m Prism1 Reversed m m Move Prism m m 0.0 m m Prism1 Reversed m m Breakdown Prism1 Forward Prism m 0.0 m m 0.0 m

12 Page 11 of 12 Using: 1 Tripod w/tribach & 2 Prism Poles w/bipods(example) Order of Observations2: EDMI Prism1 Prism2 Notes Obs. From To 0.0 m m 0.0 m m m Move Prism2 to m 0.0 m m m Prism2 Reversed 0.0 m m Remove Prism1 0.0 m m Prism2 Forward 0.0 m m Move EDMI m Replace Prism m m m m m Move Prism1 to 0.0 m m 0.0 m m m m m 0.0 m m m 0.0 m Move EDMI m m 0.0 m m m m Move Prism2 to m m 0.0 m m m 0.0 m m 0.0 m m m m Move EDMI m m 0.0 m m Prism1 Reversed m m Breakdown Prism m 0.0 m m Move Prism 1 to m m m m m

Viva TPS. TS11/15 Total Stations Check and Adjust Procedure. October Summary

Viva TPS. TS11/15 Total Stations Check and Adjust Procedure. October Summary Viva TPS October 2010 TS11/15 Total Stations Summary Leica builds total stations to the highest quality and calibrates each instrument before it leaves the Factory. After the instrument is shipped or used