Signal Ahead - Safety Systems Hawaii, Inc. Online Warehouse

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Signal Ahead

Aluminum backed sign with black silk screen arrow on yellow sheeting of either Engineer grade or High Intensity grade reflectivity. Mounting holes are the industry standard of 3/8".

State Hawaii: All signs = High Intensity
C&C Honolulu: All signs = Engineer

Engineer Grade is the most economical, but least reflective and is often placed in neighborhoods and on roads with less travel. Engineer Grade is designed to last for at least 7 years outdoors.

High Intensity Grade is three times more reflective than Engineer Grade and is most often used on city streets as well as roads with frequent night traffic. High Intensity Grade is designed to last for at least 10 years outdoors.

View additional details


All prices are FOB Honolulu, Hawaii.
Items Regular price Quantity
Item #: SW3-3-E A30X30
Signal Ahead pictorial, engineer grade, 30"x30"
$ 56.68 USD
Item #: SW3-3-H A36X36
Signal Ahead pictorial, hi-intensity grade, 36"x36"
$ 125.68 USD
Item #: SW3-3-H A30X30
Signal Ahead pictorial, hi-intensity grade, 30"x30"
$ 71.97 USD
Item #: SW3-3-E A36X36
Signal Ahead pictorial, engineer grade, 36"x36"
$ 89.88 USD


Additional Details

MUTCD Section 2C.29 Advance Traffic Control Signs (W3-1, W3-2, W3-3, W3-4)

Standard: The Advance Traffic Control symbol signs (see Figure 2C-4) include the Stop Ahead (W3-1), Yield Ahead (W3-2), and Signal Ahead (W3-3) signs. These signs shall be installed on an approach to a primary traffic control device that is not visible for a sufficient distance to permit the road user to respond to the device (see Table 2C-4). The visibility criteria for a traffic control signal shall be based on having a continuous view of at least two signal faces for the distance specified in Table 4D-1.

Support: Permanent obstructions causing the limited visibility might include roadway alignment or structures. Intermittent obstructions might include foliage or parked vehicles.

Guidance: Where intermittent obstructions occur, engineering judgment should determine the treatment to be implemented.

Option: An Advance Traffic Control sign may be used for additional emphasis of the primary traffic control device, even when the visibility distance to the device is satisfactory.
Word messages (W3-1a, W3-2a, W3-3a) may be used as alternates to the Advance Traffic Control symbol signs.
A supplemental street name plaque (see Section 2C.49) may be installed above or below an Advance Traffic Control sign.
A warning beacon may be used with an Advance Traffic Control sign.
A BE PREPARED TO STOP (W3-4) sign (see Figure 2C-4) may be used to warn of stopped traffic caused by a traffic control signal or in advance of a section of roadway that regularly experiences traffic congestion.

Standard: When a BE PREPARED TO STOP sign is used in advance of a traffic control signal, it shall be used in addition to a Signal Ahead sign.

Option: The BE PREPARED TO STOP sign may be supplemented with a warning beacon (see Section 4K.03).

Guidance: When the warning beacon is interconnected with a traffic control signal or queue detection system, the BE PREPARED TO STOP sign should be supplemented with a WHEN FLASHING plaque.

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21OCT08

Call our Customer Care Staff at 808/847.4017 to reserve a spot in any of our training seminars. Call quick as classes fill up fast!

Find out about training at your facility or jobsite - just ask for Clifford.