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About These Online Status / Summary Work Lists: Every mile of the navigable waterways and many of the lakes in the Eighth Western Rivers Region are assigned by Auxiliary division as a division's area of responsibility (AOR) for the purpose of managing the Auxiliary's Aids to Navigation programs. Two or more divisions may work in concert to verify the status of all Bridge Lighting and Fender Systems (Bridges) and Class I Private Aids to Navigation (PATONS) in a given area irregardless of in whose AOR they are situated, however, such work is the responsibility of and should be coordinated through the division in whose AOR the Bridges or PATONS are located. The "Status / Summary Work Lists" accessed from this page provide limited information about the Bridges and PATONS in the division's AOR that must be inspected and verified (if not by the Auxiliary, then by the AOR cutters). The actual working documents, which were distributed only once a year, are now online. These working documents should be used when complete information is needed. The AORs are identified by using the division number plus a suffix. This AOR identity is unique by Auxiliary division AND by Coast Guard Cutter. The suffix part of the identification may be assigned and used by the To view a Status / Summary Work List for a specific AOR, click on "List" in the column "Status Lists". Class I Private Aids are flagged on these lists. The Status/Summary Work List format also includes the date and status of the last visit made by an Aid Verifier as reported on the Aid Verification Annual Night Verification Forms. This status information, along with any PERMANENT changes published in the Local Notices to Mariners, is used to update the database and these online Status / Summary Work Lists are regenerated within ten days from the time the Note: The Status / Summary Work Lists are opened in a separate window from the index (this page) so it is not necessary to repeatedly hit the "Back" button to return to this index. Users are asked to submit corrections and/or comments for improving the display and the accuracy of the information by sending a note to the 8WR About the Light List Data: Notice: the Light List Number Range column (LLNR) referenced in the below two paragraphs has been removed as the data base no longer supports the query feature. The U.S. Coast Guard anticipates that the USCG Light List will incorporate this feature in approximately a year or more. At this time the USCG Light List is updated once every two years. The USCG Light List is currently available in an Adobe Acrobat PDF file. The USCG Light List webpage also contains a link to a "Summary of Corrections" to the Light List. Click here for weekly updates of the USCG Light List. When you click on the Light List number range in the column "Light List", a query is sent to the USCG Light List Publication database maintained by the National Imagery and Mapping Agency (NIMA). The response will allow you to click on a Light List number group to view a "page" which is in the same format as the hard copy Light List. These pages are updated weekly by NIMA based on the Local Notice to Mariners (LNM) data published by the Coast Guard. Local Notice to Mariner entries "Remove from Light List" do not actually remove the information from the Light List – the information is flagged for later removal by a comment in the "Remarks" section. |
Aid Verification Working Documents
(Work Lists and Annual Night Verification Forms) by Division AOR
The Verification Forms and Work Lists are available in two formats:
Adobe Acrobat (file extension .pdf) - If you do not have the full Adobe Acrobat program you may download a free Adobe Reader with which you will be able to view and print the document.
Division AOR | LLNR | Waterway, River or Lake | Work List | Verification Forms |
Adobe | ||||
01 | No Bridges or PATONs | |||
02-A | 12675- 13560 | UPPER MISSISSIPPI RIVER - Lock 3 (mile 796.9) to Lock 8 (mile 679.2) | Adobe | Bridge PATON |
02-C | 13560- 13960 | UPPER MISSISSIPPI RIVER - Lock 8 (mile 679.2) to Lock 10 (mile 615.1) | Adobe | Bridge PATON |
03-A | 7670- 8125 | ILLINOIS RIVER - La Grange Lock (mile 80.2) to Mile 0.0 | Adobe | Bridge PATON |
03-B | 8895- 9065 | KASKASKIA RIVER - Mile 29.4 to Mile 0.0 | Adobe | Bridge PATON |
03-D | 16095- 16250 | UPPER MISSISSIPPI RIVER - Lock 25 (mile 241.4) to Lock 26 (mile 200.8 | Adobe | Bridge PATON |
03-E | 20930- 21445 | MISSOURI RIVER - Gasconade River (mile 104.5) to Mile 0.0 | Adobe | Bridge |
03-G | 16250- 17020 | UPPER MISSISSIPPI RIVER - Lock 26 (mile 200.8) to Chester, IL (mile 109.5) | Adobe | Bridge PATON |
05 | No Bridges or PATONs | |||
08-C | 6890- 7670 | ILLINOIS RIVER - Lacon, IL (mile 189.1) to LaGrange Lock (mile 80.2) | Adobe | Bridge PATON |
09-A | 13960- 14310 | UPPER MISSISSIPPI RIVER - Lock 10 (mile 615.1) to Lock 12 (mile 556.7) | Adobe | Bridge PATON |
09-B | 14310- 14500 | UPPER MISSISSIPPI RIVER - Lock 12 (mile 556.7) to Lock 13 (mile 522.5) | Adobe | Bridge |
09-C | 14500- 14795 | UPPER MISSISSIPPI RIVER - Lock 13 (mile 522.5) to Lock 15 (mile 482.9) | Adobe | Bridge PATON |
09-D | 14795- 15135 | UPPER MISSISSIPPI RIVER - Lock 15 (mile 482.9) to Lock 17 (mile 437.1) | Adobe | Bridge PATON |
08-E | 15135- 15490 | UPPER MISSISSIPPI RIVER - Lock 17 (mile 437.1) to Lock 19 (mile 364.3) | Adobe | Bridge PATON |
08-F | 15490- 15740 | UPPER MISSISSIPPI RIVER - Lock 19 (mile 364.3) to Lock 21 (mile 324.9) | Adobe | Bridge PATON |
08-G | 15755- 15995 | UPPER MISSISSIPPI RIVER - Lock 21 (mile 324.9) to Lock 24 (mile 273.4) | Adobe | Bridge PATON |
11-A | 11970- 12155 | UPPER MISSISSIPPI RIVER - Head (mile 857.6) to Lock 1 (mile 847.6) | Adobe | Bridge PATON |
11-B | 12155- 12475 | UPPER MISSISSIPPI RIVER - Lock 1 (mile 847.6) to Lock 2 (mile 815.2) | Adobe | Bridge PATON |
11-C | 12475- 12675 | UPPER MISSISSIPPI RIVER - Lock 2 (mile 815.2) to Lock 3 (mile 796.9) | Adobe | Bridge |
11-D | 9400- 9510 | MINNESOTA RIVER - Mile 16.8 to Mile 0.0 | Adobe | Bridge PATON |
11-E | 29830- 29910 | ST. CROIX RIVER - Stillwater, MN (mile 23.4) to Prescott, WI (mile 0.0 | Adobe | Bridge PATON |
15-A | 1015- 1495 | ARKANSAS WATERWAY - Lock 16 (mile 366.6) to Lock 12 (mile 256.8) | Adobe | Bridge PATON |
15-B | 1495- 1815 | ARKANSAS WATERWAY - Lock 12 (mile 256.8) to Ellis Island Light (mile 171.7) | Adobe | Bridge PATON |
15-C | 1815- 2295 | ARKANSAS WATERWAY - Ellis Island Light (mile 171.7) to Mile 75.4 | Adobe | Bridge PATON |
15-D | 2300- 2695 | ARKANSAS WATERWAY - Mile 75.4 to Mile 0.0 | Adobe | Bridge PATON |
15-E | 10975- 11030 | LAKE FERGUSON (Lower Mississippi River) | Adobe | PATON |
15-F | 10235 10425 | Lower Mississippi River - Mile 768.0 to 725.7, Wolf River, McKellar Lake | Adobe | Bridge PATON |
16-A | 660- 1015 | ARKANSAS WATERWAY- Catoosa, OK (mile 445.9) to Lock 16 (mile 366.6) | Adobe | Bridge PATON |
16-C | 9150- 9250 | LAKE TEXOMA (RED RIVER) | Adobe | Bridge PATON |
30-A | 18940- 19400 | MISSOURI RIVER - KS State Line (mile 493 approx.) to Above Leavenworth Bridge (mile 397.6) | Adobe | Bridge PATON |
30-B | 19740- 20335 | MISSOURI RIVER - Below Liberty Bend Bridge (mile 352.7) to Glasgow Bridge (mile 226.4) | Adobe | Bridge |
30-C | 20335- 20930 | MISSOURI RIVER - Glasgow Bridge (mile 226.4) to Gasconade River (mile 104.5) | Adobe | Bridge |
31-A | 19405- 19735 | MISSOURI RIVER - Leavenworth Bridge (mile 397.6) to Liberty Bend Bridge (mile 352.7) | Adobe | Bridge PATON |
33-A | 17680- 18935 | MISSOURI RIVER - Big Sioux River (mile 734.0) to KS State Line (mile 493 approx.) | Adobe | Bridge PATON |
INTRODUCTION AND BACKGROUND
- Historically, it has been tough for Eighth Western Rivers Aid Verifiers to properly describe Bridge Lighting and Fender Systems (Bridge) discrepancies such as:
- Lights that are not showing properly (extinguished, dim or out of focus)
- Missing or unreadable clearance gauges
- Damage to fenders or other structural parts
- Many of these reports do not fully or accurately describe the location of discrepancies
- Type / name of light, lens color, lateral reference, "as viewed from" position
- The Coast Guard Bridge Administrator is responsible for contacting the owners of bridges with discrepancies based on the information the Auxiliarists report on the Bridge Verification Worksheets
- Without complete information, the Bridge Administrator cannot do his job of following up on Auxiliary reports
THE PURPOSE OF THIS TRAINING PRESENTATION IS TO PROVIDE AUXILIARY AID VERIFIERS WITH THE INFORMATION NEEDED TO COMPLETELY AND ACCURATELY REPORT BRIDGE DISCREPANCIES
GENERAL BRIDGE LIGHTING REQUIREMENTS:
- Bridge Lighting is Required:
- As prescribed by the Coast Guard District Commander for bridges over navigable waterways
- From sunset to sunrise
- In periods of reduced visibility (less than one mile)
- To be visible for one mile
- Clearance Gauges:
- Should be readable for one-half mile
- Are mainly found on fixed bridges
- Reading at the water level is the clearance from the water to the minimum low steel elevation of the bridge span. (For moveable bridges, the reading shows the clearance when the bridge is in the closed position.)
- Anyone Can, AND SHOULD, Report Discrepancies
- Verifications must be submitted by a Coast Guard certified Aid Verifier
FIXED BRIDGE LIGHTING:
REFERRING TO THE GRAPHIC ABOVE:
"A" | The center of the Main Channel and Alternate Channels (if any) are marked using 360-DEGREE FIXED GREEN LIGHTS which form a range in the center of the span. These lights are called:
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"B" | Bridge piers on the Left Descending (LD) and Right Descending (RD) sides of a navigable channel show 180-DEGREE FIXED RED LIGHTS on both the Downstream (D/S) and Upstream (U/S) ends of the pier. This light is called a:
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"C" | Where the navigable channel (Main Channel or Alternate Channel) is located between bridge piers but does not extend all the way to a bridge pier, then the extent of the channel is marked by 180-DEGREE FIXED RED LIGHTS located on the bridge span on both the Downstream (D/S) and Upstream (U/S) sides of the span. This light is called a:
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"D" | If there is an Alternate Channel, then the Main Channel is marked by three vertical 180-DEGREE FIXED WHITE LIGHTS located above the GREEN MAIN CHANNEL CENTER LIGHT. These three white lights are called:
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Characteristics of lights may be permitted differently in situations where background lighting may impair detection of bridge lighting. For example, in Saint Louis, the characteristics of the three vertical MAIN CHANNEL LIGHTS on one bridge are "FLASHING GREEN" instead of the standard "FIXED WHITE". |
MINIMUM FIXED BRIDGE LIGHTING (MAIN CHANNEL ONLY)
(As Viewed From Upstream)
MINIMUM FIXED BRIDGE LIGHTING (MAIN AND ALTERNATE CHANNELS):
(As Viewed From Upstream)
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LIGHTING FOR VERTICAL LIFT BRIDGES
REFERRING TO THE GRAPHIC ABOVE SHOWING AN OVERHEAD VIEW OF A VERTICAL LIFT BRIDGE:
"A" | When the bridge is in any position other than fully raised, the center of the lift bridge span is marked by TWO 180-DEGREE FIXED RED LIGHTS -- one facing Upstream and the other Downstream. When fully raised, the center of the span shows TWO 360-DEGREE FIXED GREEN LIGHTS which form a range in the center of the span. Each of these red or green lights is called a:
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"B" | Each lift bridge pier, or an attached protection pier, is marked by a 180-DEGREE FIXED RED LIGHT on both the Downstream (D/S) and Upstream (U/S) ends of the pier. This light is called a:
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"C" | A third pier light, in addition to the two (U/S and D/S) pier lights described above, may be required if the lift and protection piers are not straight on their channel faces. This light is a 180-DEGREE FIXED RED LIGHT which is mounted in the middle of the bridge pier in line with the bridge axis. This light is called an:
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MINIMUM LIGHTING FOR VERTICAL LIFT BRIDGES:
(As Viewed From Upstream)
Note: Some lift bridges, especially those in automatic or semiautomatic operation, may show additional lights in both the U/S direction and the D/S direction. These are authorized on a case by case basis. In some cases, the Coast Guard Light List and newer Corps of Engineer charts include descriptions and usage of special bridge lighting.
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LIGHTING FOR SWING SPAN BRIDGES
A swing span bridge is mounted on, and pivots horizontally about, its center point. Bridge piers at either end of the moveable bridge span are called DRAW PIERS. The bridge pier in the center on which the moveable span sits and pivots is called the PIVOT PIER.
Swing span bridges may be Double-Opening or Single-Opening. Double-opening swing bridges provide passage on either side of the pivot pier, between the pivot pier and either draw pier. A single-opening swing bridge provides passage only on one side of the pivot pier.
PIER LIGHTING FOR DOUBLE-OPENING SWING SPAN BRIDGES
- Each draw pier, or an attached protection pier, is marked by a 180-DEGREE FIXED RED LIGHT on both the Downstream (D/S) and Upstream (U/S) ends of the pier. This light is called a:
"DRAW PIER LIGHT" or "PIER LIGHT"
- The pivot pier, or an attached protection pier, is marked by a 180-DEGREE FIXED RED LIGHT on both the D/S and U/S ends of the pier. This light is called a:
"PIVOT PIER LIGHT"
- A third pier light, in addition to the two (U/S and D/S) DRAW or PIVOT pier lights described above, may be required if the DRAW or PIVOT piers and the attached protection piers are not straight on their channel faces. This light is a 180-DEGREE FIXED RED LIGHT mounted in the middle of the applicable DRAW or PIVOT pier in line with the bridge axis. This light is called an:
"AXIS LIGHT"
SPAN LIGHTING FOR DOUBLE-OPENING SWING SPAN BRIDGES
- Three light fixtures, each consisting of two red lamps and two green lamps (see diagram below showing the span in a closed position), are located atop the bridge span at either end and at the center point. Each lamp in a fixture is located at 90 degrees from its adjacent lamp and shows through and arc of 60 degrees. When only the green lamps are showing directly upstream and downstream from these fixtures, then the bridge would be in the fully open position. This light fixture is called a:
"SWING SPAN LIGHT"
MINIMUM LIGHTING FOR DOUBLE-OPENING SWING SPAN BRIDGES
(As Viewed From Upstream)
Note: In order to properly identify any red swing span light discrepancies on an open bridge, it would be necessary to visually determine which direction the bridge closes. However, never request a bridge to close if only to verify bridge lighting.
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LIGHTING FOR DOUBLE-LEAF BASCULE BRIDGES
- Each bascule bridge pier is marked by a 180-DEGREE FIXED RED LIGHT on both the Downstream (D/S) and Upstream (U/S) ends of the pier. This light is called a:
"DRAW PIER LIGHT" or "PIER LIGHT"
- When the bridge is in any position other than fully raised, the center of the bridge span is marked by TWO 180-FIXED DEGREE RED LIGHTS (one on the center-most end of each leaf span) on both the Upstream side and on the Downstream side. When fully raised, these lights show 180-DEGREE FIXED GREEN LIGHTS. Each of these lights is called a:
"RED LEAF SPAN LIGHT" or a "GREEN LEAF SPAN LIGHT"
- A third pier light, in addition to the two (U/S and D/S) draw pier lights, may be required if the draw piers and attached protection piers are not straight on their channel faces. This light is a 180-DEGREE FIXED RED LIGHT mounted in the middle of the draw pier in line with the bridge axis. This light is called an:
"AXIS LIGHT"
MINIMUM LIGHTING FOR DOUBLE-LEAF BASCULE BRIDGES
(As Viewed From Upstream)
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BRIDGE LATITUDE / LONGITUDE (LAT/LONG) POSITION DATA USING GPS
- For facilities that have a GPS /DGPS capability, Aid Verifiers are asked to:
- Verify LAT/LONG position data that is shown on the Bridge Report Worksheet, or
- Provide LAT/LONG position data if not shown on the worksheet.
- A bridge location is defined by the extent of the Main Channelwhich may be marked by either a Main Channel Pier Lightor a Main Channel Margin Light. The Bridge Report Worksheet asks for the LAT/LONG coordinates for both:
- Left Descending Main Channel Pier (or Channel Margin), and
- Right Descending Main Channel Pier (or Channel Margin)
- LAT/LONG data can be specified two ways:
- In degrees, minutes, and thousandths of minutes, or
- In degrees, minutes, seconds and hundredths of seconds (which is the way the data is shown on the Bridge Report Worksheets).
- Always use decimal points when recording the data. Dashes or spaces may be used to separate degrees, minutes and seconds. The following would be valid entries for the same position:
45 – 81.520
45 81.520
45 – 81 – 31.20
45 81 31.20
SUMMARY NOTES -- REPORTING BRIDGE DISCREPANCIES
- For each discrepant light, report the:
- "As Viewed From" direction -- "U/S" (upstream) or "D/S" (downstream)
- Position relative to the channel -- "Center", "LD" (left descending), or "RD" (right descending)
- Lens color -- "Red", "Green", or "White"
- "CHANNEL" – If Alternate Channel, must specify "Main Channel" or "Alternate Channel"
- Type / location -- "Pier Light", "Pivot Pier Light", "Span Light", "Axis Light", "Channel Center Light", or "Channel Margin Light"
- Discrepancy -- "Extinguished", "Dim", "Out of Focus"
Examples:
U/S LD RED MAIN CHANNEL PIER LIGHT
D/S RED PIVOT PIER LIGHT
U/S GREEN ALTERNATE CHANNEL CENTER LIGHT
- For extinguished lights, also indicate:
- If the light fixture is visible
- If there is a red reflective square or diamond in proximity to where you would expect to find a light.
- Report any damage to bridge protection fenders and cells:
- Identifying the location as you would a light
- Report the readability of clearance gauges:
"READABLE"
"NOT READABLE" (Specify pier location -- D/S or U/S, LD or RD)
"NO GAUGES"
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Per Coast Guard District 8 policy, all extinguished bridge lights, and any other discrepancy that would be considered a hazard to navigation, should be reported immediately to the appropriate Sector via VHF marine radio or telephone.
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A VERY SPECIAL THANKS to Roger Wiebusch, Bridge Administrator, Western Rivers Operations in Saint Louis, for his contributions and thorough reviews as this piece was being developed.
INTRODUCTION AND BACKGROUND
Most lighted aids to navigation are equipped with a Daylight Controlwhich automatically causes the light to operate during darkness and to be extinguished during daylight. Aid Verifiers should understand that each light is under its own control and therefore all lights do not come on or go off at the same time. At periods of twilight, Aid Verifiers must assure there is sufficient darkness to where a light should be operating before reporting the light as "extinguished".
Many private aids are shore powered (versus battery powered) and may not use a Daylight Control to turn the light off during daylight hours. While the light may be ON 24 hours a day, this is not a discrepancy.
A light's characteristics is described using the following three factors:
Light Rhythm | Lighted aids to navigation are either "FIXED" (continuously ON) or exhibit rhythms shown in the table below. Typically, Flashing (including Group-Flashing and Composite Group-Flashing) will be used. |
Light Period | For other than FIXED lights, the time in seconds over which the pattern of flashes is regularly repeated. |
Light (Lens) Color | RED and GREEN (have lateral significance), WHITE and YELLOW (have no lateral significance). |
For example:
A light with published characteristics of Fl G 6s would have a FLASHING light rhythm, GREEN lens color and a period of SIX SECONDS.
A light with published characteristics of Fl (2) R 6s would have a GROUP-FLASHING light rhythm, RED lens color and a period of SIX SECONDS.
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LIGHT RHYTHMS AS DEFINED / DESCRIBED IN THE LIGHT LIST
The following table shows the light rhythms typical on the inland rivers.
Light Rhythm | Light List Example | Description / Definition |
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FIXED | "F" | A light showing (ON) continuously and steadily |
FLASHING | "Fl" | Total time light is OFF is longer than total time light is ON and there is a single flash per period |
OCCULTING | "Oc" | Total time light is ON is longer than total time light is OFF and the flashes are usually of equal duration |
ISOPHASE | "Iso" | Total time light is ON is equal to total time light is OFF |
GROUP-FLASHING | "Fl (2)" | Group of flashes, specified in number, is repeated in regular sequence and the flashes are of equal duration |
COMPOSITE GROUP-FLASHING | "Fl (2+1)" | Multiple groups in a period, each group having a different number of flashes, are repeated in regular sequence |
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VERIFYING A LIGHT'S CHARACTERISTICS
Verification of a light's characteristics is done by timing the light for the number of flashes expected in one minute. Remember: A light's PERIOD is the length of time in seconds during which the characteristics are repeated in regular sequence.
The Number of Flashes Expected in One Minute is Calculated by:
1. | Determining the "PERIOD" and the number of FLASHES PER PERIOD from the characteristics published in the Light List. Example:
Number of FLASHES PER PERIOD is TWO
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2. | Determining the number of PERIODS PER MINUTE by dividing sixty (seconds) by the period. Example:
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3. | Determining the number of FLASHES PER MINUTE by multiplying the number of PERIODS PER MINUTE by the number of FLASHES PER PERIOD. Example:
Equals TWENTY flashes per minute.
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The following table is for light characteristics for Coast Guard aids and private aids commonly found on the inland rivers. The first entry is for the examples used above.
Click on the characteristics in the table below to view a lantern showing the characteristics!
Characteristics as Published in Light List | Number of Periods Per Minute | Number of Flashes Per Period | Number of Flashes Per Minute |
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Fl (2) R 6s (Typical LDB PAtoN) | 10 | 2 | 20 |
Fl G 6s (Typical RDB PAtoN) | 10 | 1 | 10 |
Fl (2) R 5s (Typical LDB CG AtoN) | 12 | 2 | 24 |
Fl G 4s (Typical RDB CG AtoN) | 15 | 1 | 15 |
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TECHNIQUES FOR TIMING LIGHTS
Timing a lighted aid requires a timing device that will give elapsed time. Many wrist watches have this capability but experience has determined that a sports watch (inexpensive, available at KMart®, WalMart®, Radio Shack®, etc.) is an easier device to use because of the large buttons and easy-to-read display. And, because it is easier to use, it will tend to give more accurate results. However, the less expensive devices don't have an illuminated display so a flashlight with red lens (to protect night vision) would be needed.
Each Aid Verifier will develop their own techniques for doing the actual timing of flashing lights. The following is suggested as a "starting point" technique for someone who is new to aid verification.
- Always start and stop timing at the end of the last flash in the period. This eliminates the "anticipation" factor that is created when timing repeated sequences.
- Some people are in the habit of counting "one" on the stroke when they start the watch. Of course this throws off the count of the number of flashes. To break this habit, count "zero" when you push the start button on the stopwatch.
- Timing lighted aids must be performed at night. The person doing the timing should be dedicated to that task and should not be interrupted nor should they be expected to be manning any watch positions. Positions should be rotated during the mission.
The following diagrams represent the statements made above:
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CHECKING A LIGHT'S FOCUS
Note: The following applies to all lights -- on Coast Guard aids, on private aids and on bridges.
In order for a light to be visible as expected, the light must be level so as to show within the viewing range of the mariner. The mounting of dayboards and / or the lantern assembly of a lighted aid is considered to be in focus if they are within plus or minus 15-degrees from the horizontal.
Sometimes it has been observed that the structure (pilings, cells, concrete piers, etc.) is listing as much as 35- to 45-degrees. Often these structures cannot be repaired without totally rebuilding the aid. However, the tower mountings and leveling plate for the light assembly do allow the horizontal position of the aid (light, dayboards, mile board, ...) to be adjusted so as to be in focus (e.g., within the +/- 15-degree tolerance). In this case, as long as the aid can be seen within the viewing range of the mariner, it would be considered as "Watching Properly" assuming that all the other characteristics are operationally correct.
If the aid (light, dayboard, etc.) is not in focus, then specifics regarding the problem should be noted. The structure may show signs of damage. Problems with bridge lighting have been observed because the light fixture was installed facing the wrong direction.
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WHEN IS A LIGHT CONSIDERED TO BE "WATCHING PROPERLY"?
Flashing lights are considered to be "watching properly" when the actual (timed) number of seconds for the expected number of flashes falls within plus or minus three seconds (57.0- to 63.0-seconds inclusive). Example:
- If a light with published characteristics of Fl (2) R 6s actually showed twenty flashes in 58.4-seconds, the light would be considered as "watching properly" AS FAR AS THE TIMING CHARACTERISTICS ARE CONCERNED.
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REPORTING THE RESULTS
Referring to the example above, the Aid Verifier should enter the timing results on the aid verification worksheet as:
- " 20 flashes in 58.4 seconds"
Many private aid facilities have more than one light. Unless ALL lights are "Extinguished", the Aid Verifier must identify the specific light for each of the timing results. The table below shows some conventional ways of doing this. It may also be easier to habitually always list the lights starting with most upstream light.
Number of Lights | Lights Identification / Location |
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2 | U/S, D/S |
3 | U/S, MIDDLE, D/S |
4 | MOST U/S, U/S, D/S, MOST D/S |
5 | MOST U/S, U/S, MIDDLE, D/S, MOST D/S |
If the location of the lights is identified by ATONIS in the "Remarks" Section of the worksheet, you might be able to list the lights by number starting with the MOST U/S light as #1, then #2, etc.
As an example, for a private aid appearing in the Light List as:
Light List Number | Name / Location | Mile | Bank | Characteristics |
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7710 | MEREDOSIA TERMINAL DOCK LIGHTS (5) | 71.7 | RIGHT | Fl G 6s |
Examples of entries might include:
- For the most upstream light:
- "MOST U/S = 10 FLASHES IN 59.4 SECONDS" or
"#1 = 10 FLASHES IN 59.4 SECONDS"
- "U/S = 10 FLASHES IN 61.3 SECONDS" or
"#2 = 10 FLASHES IN 61.3 SECONDS"
- "Middle = 10 FLASHES IN 56.4 SECONDS" or
"#3 = 10 FLASHES IN 56.4 SECONDS"
- "D/S = EXTINGUISHED" or
"#4 = EXTINGUISHED"
- "MOST D/S = 10 FLASHES IN 60.1 SECONDS, LAMP DIM, LENS CRACKED" or
"#5 = 10 FLASHES IN 60.1 SECONDS, LAMP DIM, LENS CRACKED"
Which of the above sample entries would be considered as "watching properly"?
- Answer: #1 and #2
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USING THE CLASS I PRIVATE AID ANNUAL NIGHT VERIFICATION FORMS
Referring to the preprinted Class I Private Aid Annual Night Verification Forms published in the Aid Verifier Website:
- The date and time entries recorded at the top of the form are always the actual date and time of the visit. If both daylight and night visits are made, both times may be recorded separated by a slash ("/").
- If any timings are outside the tolerance (57.0- to 63.0-seconds, for example), circle "N" after the entry
Timing of Lamp(s) Correct? Y / N ______________________
Otherwise, if correct, circle the "Y" - If a light is extinguished, check " Lamp: ( ) Extinguished " on the form and indicate if a fixture is visible
If a light is good, check: " Lamp: ( ) Good " on the form.
- If the verification of an aid shows that there are no discrepancies, then check:
" ( ) WATCHING PROPERLY " under "Remarks" at the bottom of the form.
- If any discrepancies, such as extinguished lights, are considered critical they should be reported via VHF marine radio to the AOR Group. Urgent discrepancies should be reported via phone to the Group or the AOR cutter. Record the fact on the worksheet that such communication was made:
To: at Hours on / /
- The Aid Verifier (and only the Aid Verifier) should print their name and member number and sign the report form.
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SUMMARY: ACCURATE AND THOROUGH REPORTING REQUIRED
Remember that the people receiving your Bridge and PATON reports are expected to follow up by contacting the owner of the private aid or bridge and get the discrepancies corrected.
As you describe the discrepancy and identify which light you are referring to, make sure the information is accurate and complete. (Some Aid Verifiers even attach pictures!)
Consideration should be given to the poor soul who is thousands of miles from the aid in question and has to deal with the owner over the telephone! Put yourself in their place when you review your work.
Upper Mississippi River Landmarks and Crossings
Lower Mississippi River Landmarks and Crossings
Illinois Waterway Landmarks and Crossings
Missouri River -- Landmarks and Crossings