The DA Form 2857, also known as the Project Field Sheet for Micro-Chain Data Entries, plays a crucial role in military engineering and construction projects. Governed by the guidelines outlined in FM 3-34.331, with the Training and Doctrine Command (TRADOC) serving as the proponent agency, this form is instrumental in recording detailed environmental and geometric data essential for precise project planning and execution. It encompasses a wide range of data points, such as organization details, date and location specifics (including latitude, azimuth of line, and elevation), observer and recorder information, and technical measurements related to meteorological conditions and geodetic calculations. These include atmospheric pressure, temperature readings, humidity levels, instrument eccentricity, and corrections applied to ensure accuracy in elevation and distance measurements. Furthermore, the form dictates the procedure for calculating means and sums essential for determining the mean radius of curvature, slope distance, and ultimately, the geodetic distance. Such comprehensive data collection enables military organizations to execute construction projects with a high degree of accuracy, ensuring that structures are built to last under specific environmental conditions.
Question | Answer |
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Form Name | Da Form 2857 |
Form Length | 1 pages |
Fillable? | No |
Fillable fields | 0 |
Avg. time to fill out | 15 sec |
Other names | M4, dd form 2857, M6, dd 2857 |
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PROJECT |
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FIELD SHEET, |
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For use of this form, see FM |
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ORGANIZATION |
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DATE (YYYYMMDD) |
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APPROX. DISTANCE |
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AZ. OF LINE |
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MEAN LATITUDE |
CALIBRATION DATE |
OBSERVER |
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RECORDER |
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MASTER STATION |
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H. I. |
ELEV. |
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ELEV. INST. |
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ECCENTRICITY |
INSTR. NO. |
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REMOTE STATION |
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H. I. |
ELEV. |
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ELEV. INST. |
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ECCENTRICITY |
INSTR. NO. |
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METEOROLOGICAL READINGS |
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CHANNEL |
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PRESS. |
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TEMPERATURE |
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TIME |
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6 |
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FREQ. |
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ALT. |
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DRY (t) |
WET (t') |
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MASTER INITIAL |
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1 HI |
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REMOTE INITIAL |
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2 HI |
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MASTER FINAL |
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3 HI |
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REMOTE FINAL |
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4 HI |
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SUM |
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1. |
INDICATE ° |
C OR° F |
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5 HI |
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MEAN |
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TEMPERATURE. |
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BAROMETRIC PRESSURE (P ) |
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"HG |
2. |
RECORD CORRECTED |
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B |
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ALTIMETER READING IF USED. |
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e' |
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"HG |
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Δ e |
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"HG |
3. ALWAYS ZERO THE NULL |
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5 LO |
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"HG |
INDICATOR WITH A CLOCKWISE |
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6 LO |
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ROTATION OF THE DIAL. |
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N |
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η |
1,000 |
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7 LO |
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PRESET REFRACTIVE INDEX |
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1.000325 |
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6 |
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8 LO |
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REFRACTIVE INDEX DEVIATION (RD) |
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9 LO |
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DIFF. OF ELEV. |
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(d) |
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FEET |
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SUM |
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METERS |
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MEAN ELEV. |
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(h) |
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FEET |
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MEAN |
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M2 |
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METERS |
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MEAN RADIUS OF CURVATURE |
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(P) |
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METERS |
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SUM |
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M6 |
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M6 |
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M5 |
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M4 |
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M3 |
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MEAN |
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M5 |
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M4 |
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B = |
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4730 |
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A = |
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8540 |
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X |
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4730 |
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M3 |
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459.688+ t |
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459.688 + t |
459.688 + |
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M2 |
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e= e'Δ e |
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η = 1+ −6 |
Ν |
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N= BP+ |
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UNCORRECTED DISTANCE |
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(UD) |
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METERS |
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RD = 1.000325 - η |
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ZERO CORRECTION* |
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(Z) |
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METERS |
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RC = UD X RD |
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REFRACTIVE INDEX CORR. |
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(RC) |
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METERS |
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T= UD± Z ±RC |
|
H=√ |
(T 2 ) − (d2 |
) |
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|
SLOPE DISTANCE |
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(T) |
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3 |
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h2 |
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METERS |
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H |
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h |
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K= |
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2 |
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C= - H p |
+ H p2 |
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|
HORIZONTAL DISTANCE |
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(H) |
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METERS |
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24 p |
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or |
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||||
|
ECCENTRIC CORRECTION |
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METERS |
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3 |
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x10 |
S= H+ K+ C |
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K 1.027 H |
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(K) |
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METERS |
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(C) |
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METERS |
* |
|
Obtained from Instrument Calibration. |
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|||||||
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|||||
|
GEODETIC DISTANCE |
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(S) |
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|
METERS |
NOTE: Apply eccentric correction to H before computing K and |
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|||||||
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|
REMARKS
COMPUTED BY
DATE (YYYYMMDD)
CHECKED BY
DATE (YYYYMMDD)
PAGE
OF
DA FORM 2857, JUN 2001
USAPA V1.00