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Military Map Reading 201

This information paper is designed to resolve the confusion between the Universal Transverse

Mercator (UTM) and the Military Grid Reference System (MGRS) coordinates. The two systems are often
used interchangeably, but they are not the same. Most of our allies, intelligence databases, and many
software packages use the UTM system. The Army and Marine Corps proposed the MGRS convention to
simplify coordinate exchange for the soldier/marine in the field. The aim of this paper is for users to
understand both the UTM and MGRS systems and be able pull coordinates on multiple scales of maps
and charts.

Universal Transverse Mercator Grid

The UTM projection transforms our three-dimensional world into a two dimensional system that

allows cartographers and map users to measure distances, angles, and areas accurately. The UTM
system divides the world into 60 numbered (1-60) zones with each zone being 6

wide in longitude. The

60 zones begin counting at 1 from the International Date Line, at 180

West longitude (located between

Alaska and Russia), to 30 at the Prime Meridian (Greenwich, England), and up to 60 back to the
International Date Line. The UTM projection loses the qualities of distortion prevention once we go near
the north and south poles. For this reason UTM is valid for areas on the earth from 84

N to 80

S. The

polar regions, areas between 84

N to 90

N and 80

S to 90

S, are portrayed on maps and charts using the

Universal Polar Stereographic (UPS) projection. The UPS projection is used to avoid the convergence of
the longitudinal lines outside of the designated area of the UTM projection.

Grid Zone Designations of the UTM Coordinate Systems

International Date Line

Prime Meridan (Greenwich, UK)

International Date Line

UTM coordinates for a location are determined in a multi-step process. First the user must find the

proper UTM zone in which the position is located. The UTM zone number is located in the margin of large-
scale maps (TLM, JOG), and in the printed area on medium scale (TPC/ONC) aeronautical charts. Next the
user should designate whether the location is in the Northern or Southern Hemisphere. This is an important
point because a UTM coordinate can work in both the Northern and Southern Hemispheres.

Next, the position is specified within the zone using a X, Y or Easting and Northing grid system.

UTM Coordinates are always read

right

and

resulting in Easting and Northing values in meters. The

Easting is

always

a six digit value while the Northing figure is

almost always

a seven digit value (near the

equator there may be less than seven, but most systems will want you to precede a six digit coordinate with
a zero). In the Northern Hemisphere Northing values are determined by counting the number of meters that
the location lies north of the equator. For areas in the southern hemisphere the Northing values start at
10,000,000 meters North at the equator and count down. For example a location 1 meter south of the

84°N

0°

Northern Hemisphere

0°

36° 12°

60°

180° 156° 132°

84°

80°S

108°

Southern Hemisphere

12° 36° 60° 84° 108° 132° 156°

180°

equator would have a Northing value of 9,999,999 meters North, while a position 1 meter north of the
equator would have a Northing value of 0,000,001 meters North.

Below we have depicted an example of a UTM coordinate. To read the Easting value you need to

look at the bottom left corner of the map’s image area to find the UTM string. The Easting string will
generally have one small number (in size), one large number (JOG, TPC, ONC) or two (TLM), then three or
four small zeros (six total digits – e.g.

000m

). As you can see, the large numbers are the ones that

change as you look across the bottom of the map sheet. They correspond to the 1,000 or 10,000 meter
squares within a 6

longitudinal belt that fits the Army’s Coordinate Scale and Protractor (See following

details to obtain coordinate from the protractor). Read over (right) to the furthest grid line without passing
the point. This should give you the first two or three numbers depending on scale. To fill in the last three or
four digits of the Easting value, you use the protractor overlaid on the appropriate square.

To determine the Northing value you follow a similar process, except that you are now using the numbers
associated with the horizontal grid lines. In this example the grid intersection is

000m

meters north of the

equator. Remember that UTM coordinates require you to use all

six

digits in the Easting and all

seven

the Northing values. Generally, this results in the last one or two digits always being zero because you can
not read a protractor any more accurately than one millimeter. For example, the UTM coordinate for the
grid line intersection encircled above is

15 545,000mE 4,151,000mN

Military Grid Reference System (MGRS)

The MGRS system was designed to simplify the specification of position and passing of coordinates

for soldiers and marines. The MGRS system allows users to abbreviate the 13-digit UTM coordinate,
making it easier to use. You begin the same way, with the Grid Zone Designator, but there it is different.
The difference is that the 60 zones are divided every 8

of latitude, which forms 6

x 8

grid zones. The one

exception to the 8

latitudinal division is the northern most division “X” which is 12

high. The 8

divisions

are denoted by a lettering scheme that starts with “C” at 80

S and letters each 8

latitude zone to “X”

excluding the letters I and O which are easily confused with 1 and 0. The basic system is depicted below:

Grid Zone Designations of the MGRS Coordinate Systems

0°

Northern Hemisphere

0°

36° 12°

60°

84°

Southern Hemisphere

12° 36° 60° 84°

180° 156° 132° 108°

108° 132° 156° 180°

84°N

80°S

M
L
K

E
D
C

J
H
G
F

X
W
V

Q
P
N

U
T
S
R

0°

84°N

80°S

40°S

40°N

Next, each 6

grid zone is further broken down into 100,000 meter squares. Each 100,000

meter square is assigned a two letter scheme to distinguish it from the neighboring squares. The first letter
starts with A in the west and goes higher as the zones move east. This letter corresponds to the first digit in
the Easting value of a UTM coordinate. The second letter starts with A in the south and rises as you move
north. The second letter in the 100,000 meter square identifier corresponds to the second digit in the
Northing value of the UTM coordinate. These two letters allow you to remove the small numbers preceding
the large ones from the full UTM coordinate in the bottom left corner of the map face. In the example from
the previous page,

000m

E and

000m

, the superscript 5 and 41 are no longer required in MGRS

because the letters are used in their place to denote 6

grid zone and 100,000m square.

To specify a location in the MGRS system you must first determine which 6

grid zone the point

is lies in. Grid zone designator information is normally found in the margin of large scale maps as depicted
in the figure above (

15S

). Next, you need to identify the 100,000 meter square identifier for the point’s

location. Once again look to your margin for TLMs and JOGs to specify the letter combination (

Now the process is similar to the UTM system in that coordinates are read right and up. The key

difference is that the number of easting digits

must

equal the number of northing digits. First you must

Remove the
5 for MGRS

Remove the
41 for MGRS

read the Easting value, start the numerical part of your MGRS coordinate with the large number(s) that run
along the bottom and side of the map and then use the protractor to obtain more precision. Unlike UTM,
you do not have to use every number that would result from a “full” coordinate (10 digits -- five in the
Easting and five in the Northing). You can simplify it with six digit (leave off last two digits in each direction)
or eight digit (one in both E and N) coordinates.

An often-confusing point is that most NIMA 1:50,000 scale maps are made to an accuracy of

50m

at the 90% confidence interval. This means that 90% of all well-defined points on a map will fall within a 50
meter radius of their actual position on the earth’s surface. The confusion comes in when soldiers try to
use a map to get a 10-digit grid coordinate, which equates to a 1 meter precision. A 1:50,000 scale map is
only accurate to

50m 90% of the time so a 6 digit (100m precision) or an 8 digit (10m precision) are more

appropriate. A 1:250,000 scale map maintains an accuracy of

250 meters at the 90% confidence interval.

MGRS-Old and MGRS-New

Inventors and users, cartographers, of MGRS have changed several times over the years. With

the advent of a modern global datum, WGS-84, the inventors of MGRS decided to modify the existing
MGRS 100,000 meter square identifier lettering scheme. To make it obvious to the military map user, DMA
instituted a ten-letter shift in the second (northing) letter of the new MGRS 100,000 meter square identifiers.
For an area mapped with an old datum (e.g. NAD-27) the 100,000 meter square identifier would be

The MGRS 100,000m square identifier scheme for the same area changes to

as it’s when mapped

using WGS-84 datum. This ten-letter shift in the identifier was designed to alert the user to the problem
with old and new maps as well as datum incompatibilities.

The MGRS Old system was based on three local ellipsoids (Bessel, Clarke 1866, and Clarke 1880)

that predominantly were used with North American Datum 1927, Tokyo Datum, and many African datums.
The New system is based on eight ellipsoids (Grid Reference System 1980, International, World Geodetic
System 1984, WGS72, Australian, Everest, South American 1969 (GRS67), and Clarke 1866 (UTM Zones
47-50)) and is used for

all

global datums and many regional datums like ED50.

* The most important note that can be taken from this information paper is that two

users at each end of a communication must be using the same coordinate system, grid
zone designator and datum/ellipsoid pair. This issue can be rectified by each user
verifying the data in the margin to ensure that everyone is using the same system

Coordinate Scale and Protractor

This Department of the Army Training Aid
(GTA 5-2-12, 1981) assists you in determining
your position within a 1,000 or 10,000 meter
square. You begin by aligning the base of the
triangle (zero tick mark on the right side) with the
UTM grid line below your point of interest (see
grid line 84 of example). Align the right side so
that it intersects the point as in the example.
Read the coordinate right, then up. In the easting we have 14 as the nearest line and 82 from the
you have (1482). In the northing, you have 8407.
The full eight-digit MGRS coordinate in this
example is

18S UH 1482 8407

(

18S UH

comes from the marginal data.)

Acronyms

MGRS – Military Grid Reference System

WGS84 – World Geodetic System 1984

UTM – Universal Transverse Mercator

NAD27 – North American Datum 1927

DMA – Defense Mapping Agency (1972-1996)

ED50 – European Datum 1950

TLM – Topographic Line Map ( 1:25,000 to 1:100,000) GRS80 – Grid Reference System 1980
JOG – Joint Operations Graphic (1:250,000)

TPC – Tactical Pilotage Chart

(1:500,000) ONC – Operational Navigation Chart (1:1,000,000)

Glossary

Ellipsoid

– A mathematical model of the earth that estimates the shape in order to best-fit the model to the

actual surface. For local datums, the ellipsoid fits well on primarily one area of the world (e.g. North
America). For global datums, the ellipsoid is earth-centered and fits the entire globe as best it can.

Horizontal Datum

– A base reference for a coordinate system. It includes a point-of-origin of an ellipsoid

and the orientation on the ellipsoid for a specific survey control network. With the same location on different
datums, your location could be off up to 1000 meters.

Local Datum

– A datum that is used in only one area of the world (e.g. NAD27). It is not

compatible with other local datums used elsewhere.

Global Datum

– A datum that provides coordinates for anywhere on the globe (e.g. WGS84).

Ideally, all of our maps would be a common global datum. This would eliminate the need to do
datum transformations.

Coordinate Comparison

UTM Coordinate – 18 367,890mE 4,243,210mN

(1 meter square)

MGRS 0 digit coordinate – 18SUH

(100,000 meter square on the ground)

MGRS 2 digit coordinate – 18SUH 6 4

(10,000 meter square)

MGRS 4 digit coordinate – 18SUH 67 43

(1,000 meter square)

MGRS 6 digit coordinate – 18SUH 678 432

(100 meter square)

MGRS 8 digit coordinate – 18SUH 6789 4321

(10 meter square)

MGRS 10 digit coordinate – 18SUH 67890 43210

(1 meter square)

1:50,000 (TLM)

Find the UTM and MGRS coordinate of Benchmark (BM) 795.

Find the UTM and MGRS coordinate of Benchmark (BM) 795

UTM Coordinate
1. To begin, you need to pull the Grid Zone Designator for this particular area. Looking in the marginal

data, you find a box with the designation

S. Remember, with UTM you do not need the letter

2. Then go to the bottom left corner of the map and find the Easting for the corner,

000

mE. Move right

to the line just before our point of interest – it happens to be

02.

3. Use the protractor to estimate 880. It is difficult to read the protractor beyond the second eight, but with

UTM we must use all six digits contained in the Easting string (so we just fill the last digit with a zero).
Putting the easting string together gives us 502,880 mE.

4. In the Northing, we start in the corner with

000

mN and move up to get

30.

5. We can estimate the last three digits as 790 using the protractor.
6. All together, we have Grid Zone

11 502,880 mE 3,930,790 mN

. It is also important to include the

datum with the coordinate, in this case – NAD27.

MGRS Coordinate (8 digit)
1.  Beginning again with the Grid Zone Designator, we have 11S.
2.  The 100,000 meter square identifier for this map is found in the margin as NK (just above the GZD).
3.  By using the 100,000 meter square identifier, we can drop the 5 in the Easting (

000

) and the

39 in the Northing (

000

). We can also drop the last number in both directions because we

can not read a coordinate that precise (gives total of 8 digits).

4. Therefore, we get 02 from the grid line and 88 from the protractor in the Easting. The Northing gives us

grid line 30 and 79 from the protractor.

5. The eight digit MGRS coordinate is

11S NK 0288 3079

(NAD27 Datum).

1:250,000 (JOG)

Find the UTM and MGRS coordinate of the road bridge (just below the mileage marker 34).

UTM Coordinate
1. Like the 1:50,000 map, we begin by pulling the Grid Zone Designator from the marginal data (

P), but

we ignore the P for UTM.

2. The Easting from the lower left corner reads

0000

mE and our bridge is just to the right of grid line

Our protractor helps us get 6000 (the last two zeros are just placeholders) to complete the easting as
526000 mE. Remember that on a JOG each grid line represents 10,000m instead of 1,000m like on a
TLM.

3. The Northing string starts with

0000

mN and the protractor gives us 6200 to fill in the last four digits.

(Note that this map is near the equator and it only has six digits in the Northing).

4. The full UTM coordinate is

17 526,000 mE 0,896,200 mN

(NAD27).

MGRS Coordinate (six digit)
1. With our Grid Zone Designator, 17P, we need to figure out our 100,000 meter square. On a JOG, this

two letter code is inside the body of the map, in this case, NU (the letters are usually in blue).

2. In the easting, we are over to grid line 2. We already have the protractor readings from the UTM

coordinate so we get 6000 in the easting, but we drop the last two zeros for a six digit coordinate.

3. In the northing, we are at grid line 9, protractor reading 65 (drop last two zeros from UTM northing).
4. The six digit MGRS coordinate is

17P NU 260 965

(NAD27).

Find the coordinate of the man-made feature.

Find the UTM and MGRS coordinate for this proposed enemy position from this Tactical Pilotage
Chart (TPC) above.

UTM Coordinate
1. There are usually multiple grid zones on a TPC, so look inside the map sheet. In this case,

Q is on

the chart, but outside of the clipped area for this example.

2. The UTM easting string looks like

0000

mE and our point of interest is within grid line

0000

(blue tick

marks). The protractor helps us get 5400 (the last two zeros are just placeholders).

3. In the Northing we start with

0000

mN and move up to line

0000

mN. With our trusty protractor

once again, we measure up to the feature – about 8600 meters.

4. This results in a full UTM coordinate of

35 225,400 mE 1,808,600 mN

MGRS Coordinate (6 digit)
1. With a Grid Zone Designator of 35Q, we also look inside the map for our two letter designator – KJ.
2. The six digit coordinate is simply pulled by taking the 254 in the easting and the 086 in the northing.

(We dropped the small preceding numbers and the last two in each direction to give us a six digit
MGRS coordinate).

3. The MGRS coordinate is

35Q KJ 254 086

Datum Note: At this scale, the datum may not be mentioned. Most datum shifts are not as large as the
inaccuracies of the map so they’re insignificant. It is important to know which MGRS system is being used

on the chart – Old or New. From the marginal data, we find that this chart uses the Clarke 1880 Ellipsoid.
This corresponds to the MGRS-Old numbering system. By using the wrong system and therefore the
wrong two letter (100,000 meter square) designators, we’d be 1000 km off. Not many missions would be
successful if you ended up 600 miles north of where you intended to be.
Be careful with TPCs and ONCs, there may be more than one ellipsoid used on each sheet. In
those cases there may be both Old and New schemes on the same chart.

Find the position of the sunken shipwreck.

UTM Coordinate
1. The Grid Zone Designator for ONCs will be found inside the chart area – in our case it’s along 72

West Longitude as 18Q.

2. The Easting string from the bottom left corner is

0000

mE. Our wreck is just past tick mark

0000

and the protractor allows us to get 6000. (We had to sketch in grid lines connecting the UTM tick
marks for this chart, and TPCs, since putting every line on it would clutter it up and most people use an
ONC for Latitude/Longitude only).

3. In the Northing, we start with

0000

mN and move up to

0000

mN to find our location. The protractor

gets up within the block to 3200m.

4. The UTM coordinate is

18 746,000 mE 1,833,200 mN

MGRS Coordinate (6 digit)

1. We’ve already found the Grid Zone Designator to be

18Q

and our 100,000m square identification is

2.  In the easting, we’re over to line 4, and 60 from the protractor (460).
3.  In the northing, we’re up to line 3, and 32 from the protractor (332).
4.  The full six digit coordinate is

18Q YP 460 332

Additional Notes: 1. Some charts maps will have both the MGRS-New and Old systems
represented on them. Check the marginal data to figure out which is which (often they’re in
different colors). 2. Disregard the brown letters (HH outside the map and CB/DB inside the map
on the bottom). They are part of a totally different coordinate system (The World Geographic
Reference System – GEOREF) that is not widely used today. 3. If you look at the bottom edge of
the protractor on this map, you’ll see it doesn’t line up with the zero mark along the right edge.
The protractor is not an exact instrument and sometimes they’re not cut perfectly).

Coordinate Transformation Software

GEOTRANS2 is a datum transformation and coordinate conversion software utility that was jointly
designed and developed by the NIMA and the U.S. Army’s Topographic Engineer Center (TEC).
The program is government freeware that operates on PC and UNIX platforms. It can easily
transform datums, convert coordinates, and change map projections using a wide variety of
known factors published in NIMA documents.

Transformations that involve mathematically intensive equations to conduct calculations are
made easy with this simple windows based program. The software also contains the Earth
Gravitational Model 1996 (EGM 96). This feature allows users to calculate either ellipsoidal
heights (geodetic) or Mean Sea Level (orthometric) heights. Another critical feature is batch file
processing. GEOTRANS2 can ingest coordinates from a text file, convert them, and output the
results into a text file for use in any number of ways.

GEOTRANS2 software is downloadable from NIMA. To obtain the program you must request a
user ID and password program from the following web site:

http:164.214.2.59/GandG/geotrans/geotrans.html