OCONUS - EUROPEAN VERSION
INBOUND
OUTBOUND
143' 120'
150'
120' 143'
AL
AL
AR
AR
AR
AR
A1
A1A2
A2
6' (TYP)
NOT TO SCALE
LOOP DETECTION AREA NUMBER
WHITE CROSSHATCHING PAVEMENT MARKINGS
LEGEND
QUADRUPOLE INDUCTIVE LOOP DETECTOR
PASSIVE BARRIER
POST MOUNTED SIGN
STOP LINE PAVEMENT MARKING
POLE-MOUNTED TRAFFIC SIGNAL
WITH LUMINAIREPOLE-MOUNTED TRAFFIC SIGNAL
TRAFFIC ARM (OPTIONAL)
X
XX
SAFETY SCHEME DETAIL
>>>>
>>>>
>>>>
B
B
B
B
B
#
ACTIVE VEHICLE BARRIER AND EQUIPMENT
IMPACT ATTENUATOR
>>>>
>>>>
>>>>
AL
AL
DETAIL A
>>>>
7 AUGUST 2019
VERIFY CURRENT VERSION WITH SDDCTEA.
SCHEME LAYOUT IS SUBJECT TO CHANGE.
12
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
NOTES
THROUGH SDDCTEA.CONTROL (TRAFFIC ARM, SIGNALS, BEACONS, SIGNING, MARKINGS AND DETECTION LOOPS) REQUIRE APPROVALPLAN DETAILS ARE TYPICAL AND MAY BE ADJUSTED TO MEET SITE CONDITIONS. ANY ALTERATION IN TRAFFIC
RETROREFLECTIVE STRIP. 12-INCH INDICATIONS SHALL BE USED.ALL SIGNALS SHALL BE LED AND HAVE FULL CIRCLE TUNNEL VISORS WITH BACKPLATES WITH
AVB EQUIPMENT WIDTHS SHOWN ON SECTIONS A1-A1 AND A2-A2 VARY BY AVB TYPE, MODEL, AND MANUFACTURER.
TO THE STATE DOT OR LOCAL STANDARDS. DESIGN, CONSTRUCTION AND MATERIALS FOR TRAFFIC CONTROL AND RELATED EQUIPMENT SHALL CONFORM
LOOP 1 - GATE ARM LOOP (IF USED), LOOP 2 - ENTRY SAFETY LOOP, LOOP 3 - EXIT SAFETY LOOP.
ALL PAVEMENT MARKINGS SHALL BE RETROREFLECTIVE AND DESIGNED TO ENHANCE TRACTION.
BARRIER EQUIPMENT.OBJECT MARKERS ARE REQUIRED ON TRAFFIC ARM BASE AND NORMALLY EXPOSED ACTIVE VEHICLE
ACTIVE VEHICLE BARRIERS AS PER SDDCTEA PAMPHLET 55-15.ALTERNATING RED AND WHITE TYPE X RETROREFLECTIVE SHEETING REQUIRED ON TRAFFIC ARMS AND
LOCAL REGULATIONS.SIGNS, SIGNALS, AND PAVEMENT MARKINGS SHALL CONFORM TO SDDCTEA PAMPHLET 55-15 AND
BARRIER INTERFACES.REFER TO ARMY STANDARD DESIGN CRITERIA FOR DETAILS ON PASSIVE BARRIER AND ACTIVE VEHICLE
200 VEHICLES PER HOUR PER LANE.THIS SCHEME NOT INTENDED FOR USE WHERE INBOUND OR OUTBOUND TRAFFIC VOLUME EXCEEDS
AL AR B
LATION
TRANS-
NATION
HOST
600MM X 750MM
LATION
TRANS-
NATION
HOST
600MM X 750MM
750MM
SAFETY SCHEME
FULL CONTAINMENT
OCONUS - EUROPEAN VERSION
(TYP)
AVB EQUIPMENT
TRAFFIC
INBOUND
TRAFFIC
OUTBOUND
TRAFFIC
INBOUND
TRAFFIC
INBOUND
TRAFFIC
OUTBOUND
NOT TO SCALE
SECTION A1-A1
10'-12' 10'-12'10'-12'10'-12'
(T
YP)
4.5'-
6'
24' MIN
(TYP)
AVB EQUIPMENT
TRAFFIC
INBOUND
TRAFFIC
OUTBOUND
TRAFFIC
INBOUND
TRAFFIC
INBOUND
TRAFFIC
OUTBOUND
NOT TO SCALE
SECTION A2-A2
10'-12' 10'-12'
(T
YP)
4.5'-
6'
8' MIN
BARRIER
PASSIVE
BARRIER (TYP)
PASSIVE
10'-12'10'-12'
BARRIER (TYP)
PASSIVE
10' 6'4'
4'2' 2'
2'2'4'
2'
3 2 1
DETAIL B
2' (TYP)
DETAIL A
1' (TYP)
CURB
(300MM X 900MM)12" X 36"
OM3-R
2'
9'
DETAIL B
14'
30'
MINIM
UM
MO
UN
TIN
G
HEIG
HT (L
UMIN
AIR
E)
30'
MINIM
UM
MO
UN
TIN
G
HEIG
HT (L
UMIN
AIR
E)
22
NOTES CONT'D
17.
16.
15.
14.
13.
12.
AND INSIDE OF THE PASSIVE BARRIER SHALL UTILIZE BREAK-AWAY SUPPORTS.ALL TRAFFIC CONTROL DEVICES AND POLES INSTALLED NEXT TO ROADWAY
SERVICE LIFE. REPLACE WITH CURRENT STANDARD AT THAT TIME.IN AND MAY REMAIN IN-PLACE UNTIL THE END OF THEIR USEFULSDDCTEA SAFETY SCHEMES ARE CONSIDERED TO BE GRANDFATHEREDEXISTING SIGNS AND MARKINGS CONFORMING TO EARLIER VERSIONS OF
TRAFFIC ARM IS OPTIONAL.
VERIFY AVB IS FULLY RETRACTED.MIRRORS ARE RECOMMENDED TO DISPLAY AVB TO DRIVER AT STOP LINE TO
CONDITIONS.DISTANCE BETWEEN THE FIRST AND SECOND AVB MAY VARY TO MEET FIELD
LANES TO DISCOURAGE LANE CHANGING.FOR MULTI-LANE ROADWAYS, UTILIZE A SOLID WHITE LINE BETWEEN
SAFETY SCHEME
FULL CONTAINMENT
OCONUS - EUROPEAN VERSION
LEGEND
CONTROL
TRAFFIC GUARD REACTIONCONTAINED
THREAT
TIMELINE (SEC) 4 5
LED BLANK-OUT SIGN
DO NOT ENTER
100dB HORN
DARK
SILENT
ILLUMINATED
"DO NOT ENTER"
ACTIVATED
SIGN WITH BEACONS
W3-3A-TEA WARNING
1 2 3
BARRIER
DEPLOYING
ACTIVE VEHICLE BARRIER NON-DEPLOYED DEPLOYED
RED SIGNAL STEADY RED
BEACONS DARK
DARK
YELLOW
ALTERNATING FLASHING
DEPLOYING
EMERGENCY FAST OPERATION
OPERATIONAL SEQUENCING FOR
1 LANE
SCHEME -
AVB SAFETY
CONTROL
STOP
X
XX
SAFETY SCHEME DETAIL
BC
B C
A1
DETAIL A
NOT TO SCALE
OUTBOUND
INBOUND
A
A1
>>>>
DETAIL A
2' (TYP)
LOOP DETECTION AREA NUMBER
WHITE CROSSHATCHING PAVEMENT MARKINGS
QUADRUPOLE INDUCTIVE LOOP DETECTOR
PASSIVE BARRIER
POST MOUNTED SIGN
STOP LINE PAVEMENT MARKING
WITH LUMINAIREPOLE-MOUNTED TRAFFIC SIGNAL AND SIGN
POLE-MOUNTED TRAFFIC SIGNAL AND SIGN
IMPACT ATTENUATOR>>>>
4'
2' 6' 2'2' 6' 2'
ACTIVE VEHICLE BARRIER AND EQUIPMENT
#
>>>>
1' (TYP) 1 2
1 2
A
BARRIER INTERFACES.
DETAILS ON PASSIVE BARRIER AND ACTIVE VEHICLE
REFER TO ARMY STANDARD DESIGN CRITERIA FOR
PER DIRECTION.
BUT SCHEME CAN BE USED FOR MULTIPLE LANES
ILLUSTRATION SHOWS ONE LANE PER DIRECTION,
800 VEHICLES PER HOUR PER LANE.
INBOUND OR OUTBOUND TRAFFIC VOLUME EXCEEDS
THIS SCHEME NOT INTENDED FOR USE WHERE
6
(TYP)
6'
7 AUGUST 2019
VERIFY CURRENT VERSION WITH SDDCTEA.
SCHEME LAYOUT IS SUBJECT TO CHANGE.
AA
BARRIER INTERFACES.
DETAILS ON PASSIVE BARRIER AND ACTIVE VEHICLE
REFER TO ARMY STANDARD DESIGN CRITERIA FOR
PER DIRECTION.
BUT SCHEME CAN BE USED FOR MULTIPLE LANES
ILLUSTRATION SHOWS ONE LANE PER DIRECTION,
800 VEHICLES PER HOUR PER LANE.
INBOUND OR OUTBOUND TRAFFIC VOLUME EXCEEDS
THIS SCHEME NOT INTENDED FOR USE WHERE
3.
2.
1.
NOTES
20.
19.
18.
17.
16.
15.
14.
13.
12.
11.
10.
9.
8.
7.
6.
5.
4.
11
BA
750MM X 750MM
C
750mm
5'
8'
3'
TRAFFIC
INBOUND
TRAFFIC
OUTBOUND
(TYP)
AVB EQUIPMENT
10'-12' 10'-12'
A
A
NOT TO SCALE
SECTION A1-A130'
MINIM
UM
MO
UN
TIN
G
HEIG
HT (L
UMIN
AIR
E)
(ONE LANE)
SCHEME - MIDBLOCK
STOP CONTROL SAFETY
WITH 12" RED SIGNAL FACE
LED BLANK-OUT SIGN
750MM
CONTROL
TRAFFIC GUARD REACTIONCONTAINED
THREAT
TIMELINE (SEC) 4 5
LED BLANK-OUT SIGN
DO NOT ENTER
100dB HORN
DARK
SILENT
ILLUMINATED
"DO NOT ENTER"
ACTIVATED
1 2 3
BARRIER
DEPLOYING
ACTIVE VEHICLE BARRIER NON-DEPLOYED DEPLOYED
RED SIGNAL STEADY RED
BEACONS DARK
DARK
YELLOW
ALTERNATING FLASHING
DEPLOYING
EMERGENCY FAST OPERATION
OPERATIONAL SEQUENCING FOR
1 LANE
SCHEME -
AVB SAFETY
CONTROL
STOP 6
SIGN WITH BEACONS
WARNING
AND INSIDE OF THE PASSIVE BARRIER SHALL UTILIZE BREAK-AWAY SUPPORTS.
ALL TRAFFIC CONTROL DEVICES AND POLES INSTALLED NEXT TO THE ROADWAY
REPLACE WITH CURRENT STANDARD AT THAT TIME.
MAY REMAIN IN-PLACE UNTIL THE END OF THEIR USEFUL SERVICE LIFE.
SDDCTEA SAFETY SCHEMES ARE CONSIDERED TO BE GRANDFATHERED IN AND
EXISTING SIGNS AND MARKINGS CONFORMING TO EARLIER VERSIONS OF
AVB ON THE INSTALLATION SIDE OF THE BARRIER.
ZONE SHALL EXTEND FROM THE ID CHECK AREA TO 300 FEET BEYOND THE
FOR SINGLE LANE ROADWAYS WITH NO MEDIAN, A NO PASSING
TO DISCOURAGE LANE CHANGING.
FOR MULTI-LANE ROADWAYS, UTILIZE A SOLID WHITE LINE BETWEEN LANES
SDDCTEA.
SIGNING, MARKINGS AND DETECTION LOOPS) REQUIRE APPROVAL THROUGH
ANY ALTERATION IN TRAFFIC CONTROL (SIGNALS, BEACONS,
PLAN DETAILS ARE TYPICAL AND MAY BE ADJUSTED TO MEET SITE CONDITIONS.
INDEPENDENTLY IN CONJUNCTION WITH SAFETY LOOP DETECTION.
UNDER EFO CONDITION, AVBS SHALL BE DESIGNED TO OPERATE
SHALL BE USED.
BACKPLATES WITH RETROREFLECTIVE STRIP. 12-INCH INDICATIONS
ALL SIGNALS SHALL BE LED AND HAVE FULL CIRCLE TUNNEL VISORS WITH
MODEL, AND MANUFACTURER.
AVB EQUIPMENT WIDTHS SHOWN ON SECTION A1-A1 VARY BY AVB TYPE,
EQUIPMENT SHALL CONFORM TO LOCAL STANDARDS.
DESIGN, CONSTRUCTION AND MATERIALS FOR TRAFFIC CONTROL AND RELATED
LED BLANK-OUT SIGN SHALL NOT AUTOMATICALLY DIM.
INFRARED CAMERAS OR RADAR MAY BE USED IN LIEU OF LOOP DETECTORS.
LOOP 1 - ENTRY SAFETY LOOP, LOOP 2 - EXIT SAFETY LOOP.
ENHANCE TRACTION.
ALL PAVEMENT MARKINGS SHALL BE RETROREFLECTIVE AND DESIGNED TO
BARRIER EQUIPMENT.
OBJECT MARKERS ARE REQUIRED ON NORMALLY EXPOSED ACTIVE VEHICLE
ACTIVE VEHICLE BARRIERS AS PER SDDCTEA PAMPHLET 55-15.
ALTERNATING RED AND WHITE TYPE X RETROREFLECTIVE SHEETING REQUIRED
PAMPHLET 55-15 AND LOCAL REGULATIONS.
SIGNS, SIGNALS, AND PAVEMENT MARKINGS SHALL CONFORM TO SDDCTEA
ONCOMING TRAFFIC FOR BOTH DIRECTIONS.
SHALL SOUND FOR AT LEAST 10 SECONDS, AND BE DIRECTED TOWARDS
WHEN EFO IS ACTIVATED, A 100db AUDIBLE ALARM LOCATED AT THE AVB
OCONUS - EUROPEAN VERSION
X
SAFETY SCHEME DETAIL
>>>> IMPACT ATTENUATOR
LOOP DETECTION AREA NUMBER
WHITE CROSSHATCHING PAVEMENT MARKINGS
LEGEND
QUADRUPOLE INDUCTIVE LOOP DETECTOR
PASSIVE BARRIER
ACTIVE VEHICLE BARRIER AND EQUIPMENT
POST MOUNTED SIGN
STOP LINE PAVEMENT MARKING
STRUCTURE MOUNTED SIGN
WITH LUMINAIREPOLE-MOUNTED TRAFFIC SIGNAL AND SIGN
POLE-MOUNTED TRAFFIC SIGNAL AND SIGN
#
INBOUND
OUTBOUND
A1
B
A A
C
B
AA
A1
C
B
B
>>>>
DETAIL A
7 AUGUST 2019
VERIFY CURRENT VERSION WITH SDDCTEA.
SCHEME LAYOUT IS SUBJECT TO CHANGE.
12
NOTES
12.
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
CBA
900MM X 900MM
900MM
(TWO LANES)
SCHEME - MIDBLOCK
STOP CONTROL SAFETY
WITH 12" RED SIGNAL FACE
LED BLANK-OUT SIGN
900MM
AVB EQUIPMENT WIDTHS SHOWN ON SECTION A1-A1 VARY BY AVB TYPE, MODEL, AND MANUFACTURER.
DESIGN, CONSTRUCTION AND MATERIALS FOR TRAFFIC CONTROL AND RELATED EQUIPMENT SHALL CONFORM TO LOCAL STANDARDS.
LED BLANK-OUT SIGN SHALL NOT AUTOMATICALLY DIM.
INFRARED CAMERAS OR RADAR MAY BE USED IN LIEU OF LOOP DETECTORS.
LOOP 1 - ENTRY SAFETY LOOP, LOOP 2 - EXIT SAFETY LOOP.
ALL PAVEMENT MARKINGS SHALL BE RETROREFLECTIVE AND DESIGNED TO ENHANCE TRACTION.
OBJECT MARKERS ARE REQUIRED ON NORMALLY EXPOSED ACTIVE VEHICLE BARRIER EQUIPMENT.
SDDCTEA PAMPHLET 55-15.
ALTERNATING RED AND WHITE TYPE X RETROREFLECTIVE SHEETING REQUIRED ON ACTIVE VEHICLE BARRIERS AS PER
SIGNS, SIGNALS, AND PAVEMENT MARKINGS SHALL CONFORM TO SDDCTEA PAMPHLET 55-15 AND LOCAL REGULATIONS.
AND BE DIRECTED TOWARDS ONCOMING TRAFFIC FOR BOTH DIRECTIONS.
WHEN EFO IS ACTIVATED, A 100db AUDIBLE ALARM LOCATED AT THE AVB SHALL SOUND FOR AT LEAST 10 SECONDS,
BARRIER INTERFACES.
REFER TO ARMY STANDARD DESIGN CRITERIA FOR DETAILS ON PASSIVE BARRIER AND ACTIVE VEHICLE
HOUR PER LANE.
THIS SCHEME NOT INTENDED FOR USE WHERE INBOUND OR OUTBOUND TRAFFIC VOLUME EXCEEDS 800 VEHICLES PER
OCONUS - EUROPEAN VERSION
CONTROL
TRAFFIC GUARD REACTIONCONTAINED
THREAT
TIMELINE (SEC) 4 5 6
LED BLANK-OUT SIGN
DO NOT ENTER
100dB HORN
DARK
SILENT
ILLUMINATED
"DO NOT ENTER"
ACTIVATED
SIGN WITH BEACONS
W3-3A-TEA WARNING
1 2 3
BARRIER
DEPLOYING
ACTIVE VEHICLE BARRIER NON-DEPLOYED DEPLOYED
RED SIGNAL STEADY RED
BEACONS DARK
DARK
YELLOW
ALTERNATING FLASHING
DEPLOYING
EMERGENCY FAST OPERATION
OPERATIONAL SEQUENCING FOR
2 LANE
SCHEME -
AVB SAFETY
CONTROL
STOP
DETAIL A
1 2
1 2
4'
2' 6' 2'
2' (TYP)
2' 6'
1
1 2
2
1' (TYP)
2'
(TYP)
6'
22
5'
8'
3'
TRAFFIC
INBOUND
TRAFFIC
INBOUND
(TYP)
AVB EQUIPMENT
10'-12' 10'-12'
A
A
NOT TO SCALE
SECTION A1-A1
TRAFFIC
OUTBOUND
TRAFFIC
OUTBOUND
10'-12'
A
10'-12'
A
30'
MINIM
UM
MO
UN
TIN
G
HEIG
HT (L
UMIN
AIR
E)
(TWO LANES)
SCHEME - MIDBLOCK
STOP CONTROL SAFETY
5'
8'
3'
TRAFFIC
INBOUND
TRAFFIC
INBOUND
(TYP)
AVB EQUIPMENT
10'-12' 10'-12'
A
A
NOT TO SCALE
SECTION A1-A1
TRAFFIC
OUTBOUND
TRAFFIC
OUTBOUND
10'-12'
A
10'-12'
A
30'
MINIM
UM
MO
UN
TIN
G
HEIG
HT (L
UMIN
AIR
E)
18.
17.
16.
15.
14.
13.
CONTROL
TRAFFIC GUARD REACTIONCONTAINED
THREAT
TIMELINE (SEC) 4 5 6
LED BLANK-OUT SIGN
DO NOT ENTER
100dB HORN
DARK
SILENT
ILLUMINATED
"DO NOT ENTER"
ACTIVATED
1 2 3
BARRIER
DEPLOYING
ACTIVE VEHICLE BARRIER NON-DEPLOYED DEPLOYED
RED SIGNAL STEADY RED
BEACONS DARK
DARK
YELLOW
ALTERNATING FLASHING
DEPLOYING
EMERGENCY FAST OPERATION
OPERATIONAL SEQUENCING FOR
2 LANE
SCHEME -
AVB SAFETY
CONTROL
STOP
SIGN WITH BEACONS
WARNING
AND INSIDE OF THE PASSIVE BARRIER SHALL UTILIZE BREAK-AWAY SUPPORTS.
ALL TRAFFIC CONTROL DEVICES AND POLES INSTALLED NEXT TO THE ROADWAY
REPLACE WITH CURRENT STANDARD AT THAT TIME.
AND MAY REMAIN IN-PLACE UNTIL THE END OF THEIR USEFUL SERVICE LIFE.
SDDCTEA SAFETY SCHEMES ARE CONSIDERED TO BE GRANDFATHERED IN
EXISTING SIGNS AND MARKINGS CONFORMING TO EARLIER VERSIONS OF
TO DISCOURAGE LANE CHANGING.
FOR MULTI-LANE ROADWAYS, UTILIZE A SOLID WHITE LINE BETWEEN LANES
SDDCTEA.
SIGNING, MARKINGS AND DETECTION LOOPS) REQUIRE APPROVAL THROUGH
ANY ALTERATION IN TRAFFIC CONTROL (SIGNALS, BEACONS,
PLAN DETAILS ARE TYPICAL AND MAY BE ADJUSTED TO MEET SITE CONDITIONS.
IN CONJUNCTION WITH SAFETY LOOP DETECTION.
UNDER EFO CONDITION, AVBS SHALL BE DESIGNED TO OPERATE INDEPENDENTLY
BACKPLATES WITH RETROREFLECTIVE STRIP. 12-INCH INDICATIONS SHALL BE USED.
ALL SIGNALS SHALL BE LED AND HAVE FULL CIRCLE TUNNEL VISORS WITH
NOTES CONT'D
OCONUS - EUROPEAN VERSION
INBOUND
OUTBOUND
A2
BC
C
B
A2
155' MINIMUM
A
A
AD
D C
C
A1
A1B
B
B
NOT TO SCALE
LOOP DETECTION AREA NUMBER
WHITE CROSSHATCHING PAVEMENT MARKINGS
QUADRUPOLE INDUCTIVE LOOP DETECTOR
PASSIVE BARRIER
DOUBLE FACED GUARDRAIL
POLE-MOUNTED TRAFFIC SIGNAL AND SIGN
WITH LUMINAIREPOLE-MOUNTED TRAFFIC SIGNAL AND SIGN
IMPACT ATTENUATOR
POST MOUNTED SIGN
STOP LINE PAVEMENT MARKING
LEGEND
X
XX
SAFETY SCHEME DETAIL
>>>>
>>>>
>>>>
#
>>>>
DETAIL A
A
ACTIVE VEHICLE BARRIER AND EQUIPMENT
DETAIL A
2'6'
2'
2'
6'2'
1' (TYP)
4'
2' (TYP)
1 2
1 2
1
2(TYP)6'
7 AUGUST 2019
VERIFY CURRENT VERSION WITH SDDCTEA.
SCHEME LAYOUT IS SUBJECT TO CHANGE.
12
NOTES
BA C
900MM X 900MM 900MM
INTERSECTION
SAFETY SCHEME -
STOP CONTROL
WITH 12" RED SIGNAL FACE
LED BLANK-OUT SIGN
900MM
OF THE PASSIVE BARRIER SHALL UTILIZE BREAK-AWAY SUPPORTS
ALL TRAFFIC CONTROL DEVICES AND POLES INSTALLED NEXT TO THE ROADWAY AND INSIDE
INFRARED CAMERAS OR RADAR MAY BE USED IN LIEU OF LOOP DETECTORS.
FOLLOWING PAGE.
SECTION A1-A1, A2-A2, AND OPERATIONAL SEQUENCING FOR EFO SHOWN ON THE
LOOP 1 - ENTRY SAFETY LOOP, LOOP 2 - EXIT SAFETY LOOP.
ALL PAVEMENT MARKINGS SHALL BE RETROREFLECTIVE AND DESIGNED TO ENHANCE TRACTION.
OBJECT MARKERS ARE REQUIRED ON AND NORMALLY EXPOSED ACTIVE VEHICLE BARRIER EQUIPMENT.
ACTIVE VEHICLE BARRIERS AS PER SDDCTEA PAMPHLET 55-15.
ALTERNATING RED AND WHITE TYPE X RETROREFLECTIVE SHEETING REQUIRED ON
AND LOCAL REGULATIONS.
SIGNS, SIGNALS, AND PAVEMENT MARKINGS SHALL CONFORM TO SDDCTEA PAMPHLET 55-15
LEAST 10 SECONDS, AND BE DIRECTED TOWARDS ONCOMING TRAFFIC FOR BOTH DIRECTIONS.
WHEN EFO IS ACTIVATED, A 100db AUDIBLE ALARM LOCATED AT THE AVB SHALL SOUND FOR AT
BARRIER INTERFACES.
REFER TO ARMY STANDARD DESIGN CRITERIA FOR DETAILS ON PASSIVE BARRIER AND ACTIVE VEHICLE
SCHEME CAN BE USED FOR ONE LANE PER DIRECTION OR FOR MULTIPLE LANES PER DIRECTION.
800 VEHICLES PER HOUR PER LANE.
THIS SCHEME NOT INTENDED FOR USE WHERE INBOUND OR OUTBOUND TRAFFIC VOLUME EXCEEDS
12.
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
OCONUS - EUROPEAN VERSION
CONTROL
TRAFFIC GUARD REACTIONCONTAINED
THREAT
TIMELINE (SEC) 4 5 6
LED BLANK-OUT SIGN
DO NOT ENTER
100dB HORN
DARK
SILENT
ILLUMINATED
"DO NOT ENTER"
ACTIVATED
SIGN WITH BEACONS
W3-3B-TEA WARNING
1 2 3
INTERVAL
SAFETY
ACTIVE VEHICLE BARRIER NON-DEPLOYED DEPLOYED
RED SIGNAL STEADY RED
BEACONS DARK
DARK
YELLOW
ALTERNATING FLASHING
DEPLOYING
EMERGENCY FAST OPERATION
OPERATIONAL SEQUENCING FOR
INTERSECTION
SCHEME -
AVB SAFETY
CONTROL
STOP
22
NOTES CONT'D
5'
TRAFFIC
INBOUND
TRAFFIC
OUTBOUND
(TYP)
AVB EQUIPMENT
6' MIN
BARRIER (TYP)
PASSIVE
10'-12' 10'-12'
AA
10'-12' 10'-12'
NOT TO SCALE
SECTION A1-A1
TRAFFIC
OUTBOUNDTRAFFIC
INBOUND
TRAFFIC
INBOUND
TRAFFIC
OUTBOUND
6' MIN10'-12' 10'-12'10'-12' 10'-12'
NOT TO SCALE
SECTION A2-A2
TRAFFIC
OUTBOUNDTRAFFIC
INBOUND
10'-12'
5'
8'
(TYP)
AVB EQUIPMENT
BARRIER (TYP)
PASSIVE
AA
TRAFFIC
INBOUND
30'
MINIM
UM
MO
UN
TIN
G
HEIG
HT (L
UMIN
AIR
E)
30'
MINIM
UM
MO
UN
TIN
G
HEIG
HT (L
UMIN
AIR
E)
INTERSECTION
SAFETY SCHEME -
STOP CONTROL
21.
20.
19.
18.
17.
16.
15.
14.
13.
CONTROL
TRAFFIC GUARD REACTIONCONTAINED
THREAT
TIMELINE (SEC) 4 5 6
LED BLANK-OUT SIGN
DO NOT ENTER
100dB HORN
DARK
SILENT
ILLUMINATED
"DO NOT ENTER"
ACTIVATED
1 2 3
INTERVAL
SAFETY
ACTIVE VEHICLE BARRIER NON-DEPLOYED DEPLOYED
RED SIGNAL STEADY RED
BEACONS DARK
DARK
YELLOW
ALTERNATING FLASHING
DEPLOYING
EMERGENCY FAST OPERATION
OPERATIONAL SEQUENCING FOR
INTERSECTION
SCHEME -
AVB SAFETY
CONTROL
STOP
SIGN WITH BEACONS
WARNING
SIGHT DISTANCE.
ALL PASSIVE BARRIERS PLACED AT INTERSECTION MUST NOT OBSTRUCT INTERSECTION
CHANGING.
FOR MULTI-LANE ROADWAYS, UTILIZE A SOLID WHITE LINE BETWEEN LANES TO DISCOURAGE LANE
REQUIRED. A TRAFFIC STUDY WILL NEED TO VALIDATE TRAFFIC CONTROL.
AN ALL-WAY STOP IS THE PREFERRED TRAFFIC CONTROL; HOWEVER A TWO-WAY STOP MAY BE
REQUIRE APPROVAL THROUGH SDDCTEA.
IN TRAFFIC CONTROL (SIGNALS, BEACONS, SIGNING, MARKINGS AND DETECTION LOOPS)
PLAN DETAILS ARE TYPICAL AND MAY BE ADJUSTED TO MEET SITE CONDITIONS. ANY ALTERATIONS
WITH SAFETY LOOP DETECTION.
UNDER EFO CONDITION, AVBS SHALL BE DESIGNED TO OPERATE INDEPENDENTLY IN CONJUNCTION
RETROREFLECTIVE STRIP. 12-INCH INDICATIONS SHALL BE USED.
ALL SIGNALS SHALL BE LED AND HAVE FULL CIRCLE TUNNEL VISORS WITH BACKPLATES WITH
MODEL, AND MANUFACTURER.
AVB EQUIPMENT WIDTHS SHOWN ON SECTION A1-A1 AND A2-A2 VARY BY AVB TYPE,
SHALL CONFORM TO LOCAL STANDARDS.
DESIGN, CONSTRUCTION AND MATERIALS FOR TRAFFIC CONTROL AND RELATED EQUIPMENT
LED BLANK-OUT SIGN SHALL NOT AUTOMATICALLY DIM.
OCONUS - EUROPEAN VERSION
NOT TO SCALE
A1
A2
A2
59'
59'
B
D D
D
INBOUND
OUTBOUND
A1
B
D
C
C
A
A
LOOP DETECTION AREA NUMBER
WHITE CROSSHATCHING PAVEMENT MARKINGS
LEGEND
QUADRUPOLE INDUCTIVE LOOP DETECTOR
PASSIVE BARRIER
SINGLE FACED GUARDRAIL
DOUBLE FACED GUARDRAIL
IMPACT ATTENUATOR
POST MOUNTED SIGN
STOP LINE PAVEMENT MARKING
STRUCTURE MOUNTED SIGN
POLE-MOUNTED SIGN WITH LUMINAIRE
MAST ARM WITH LUMINAIRE
* OPTIONAL SIGN
*
**
*
X
SAFETY SCHEME DETAIL
>>>>
HYBRID BEACON
ACTIVE VEHICLE BARRIER AND EQUIPMENT
>>>>
>>>>
>>>>
#
DETAIL A
18.
17.
16.
15.
14.
13.
12.
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
SHALL UTILIZE BREAK-AWAY SUPPORTS.
ALL TRAFFIC CONTROL DEVICES AND POLES INSTALLED NEXT TO THE ROADWAY AND INSIDE OF THE PASSIVE BARRIER
UNDER EFO CONDITION, AVBS SHALL BE DESIGNED TO OPERATE INDEPENDENTLY IN CONJUNCTION WITH SAFETY LOOP DETECTION.
25 MPH.
DESIGN IS BASED ON A 25 MPH DESIGN SPEED. SDDCTEA APPROVAL REQUIRED FOR POSTED SPEEDS HIGHER THAN
(SIGNALS, BEACONS, SIGNING, MARKINGS AND DETECTION LOOPS) REQUIRE APPROVAL THROUGH SDDCTEA.
PLAN DETAILS ARE TYPICAL AND MAY BE ADJUSTED TO MEET SITE CONDITIONS. ANY ALTERATION IN TRAFFIC CONTROL
12-INCH INDICATIONS SHALL BE USED.
ALL SIGNALS SHALL BE LED AND HAVE FULL CIRCLE TUNNEL VISORS WITH BACKPLATES WITH RETROREFLECTIVE STRIP.
AVB EQUIPMENT WIDTHS SHOWN ON SECTION A2-A2 VARIES BY AVB TYPE, MODEL, AND MANUFACTURER.
TO THE STATE DOT OR LOCAL STANDARDS.
DESIGN, CONSTRUCTION AND MATERIALS FOR TRAFFIC CONTROL AND RELATED EQUIPMENT SHALL CONFORM
LED BLANK-OUT SIGN, IF USED, SHALL NOT AUTOMATICALLY DIM.
MEDIAN LENGTH SHALL EXTEND AT LEAST 25 FEET PRIOR TO THE STOP LINE ON EACH APPROACH.
INFRARED CAMERAS OR RADAR MAY BE USED IN LIEU OF LOOP DETECTORS.
SECTION A1-A1, A2-A2, DETAIL A, AND OPERATIONAL SEQUENCING FOR EFO SHOWN ON THE FOLLOWING PAGE.
LOOP 1 - ENTRY SAFETY LOOP, LOOP 2 - EXIT SAFETY LOOP.
ALL PAVEMENT MARKINGS SHALL BE RETROREFLECTIVE AND DESIGNED TO ENHANCE TRACTION.
OBJECT MARKERS ARE REQUIRED ON NORMALLY EXPOSED ACTIVE VEHICLE BARRIER EQUIPMENT.
AS PER SDDCTEA PAMPHLET 55-15.
ALTERNATING RED AND WHITE TYPE X RETROREFLECTIVE SHEETING REQUIRED ON ACTIVE VEHICLE BARRIERS
PAMPHLET 55-15 AND LOCAL REGULATIONS.
SIGNS, SIGNALS, AND PAVEMENT MARKINGS SHALL CONFORM TO MUTCD, DOD SUPPLEMENT TO THE MUTCD, SDDCTEA
AND BE DIRECTED TOWARDS ONCOMING TRAFFIC FOR BOTH DIRECTIONS.
WHEN EFO IS ACTIVATED, A 100db AUDIBLE ALARM LOCATED AT THE AVB SHALL SOUND FOR AT LEAST 10 SECONDS,
BARRIER INTERFACES.
REFER TO ARMY STANDARD DESIGN CRITERIA FOR DETAILS ON PASSIVE BARRIER AND ACTIVE VEHICLE
7 AUGUST 2019
VERIFY CURRENT VERSION WITH SDDCTEA.
SCHEME LAYOUT IS SUBJECT TO CHANGE.
12
NOTES
DCB
SIGNALBARRIER
A
900MM
LATION
TRANS-
NATION
HOST
600MM X 750MM
900MM X 600MM
TRANSLATION
NATION
HOST
(ONE LANE)
SAFETY SCHEME
HYBRID BEACON18.
17.
16.
15.
14.
13.
12.
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
750MM
SHALL UTILIZE BREAK-AWAY SUPPORTS.
ALL TRAFFIC CONTROL DEVICES AND POLES INSTALLED NEXT TO THE ROADWAY AND INSIDE OF THE PASSIVE BARRIER
UNDER EFO CONDITION, AVBS SHALL BE DESIGNED TO OPERATE INDEPENDENTLY IN CONJUNCTION WITH SAFETY LOOP DETECTION.
25 MPH.
DESIGN IS BASED ON A 25 MPH DESIGN SPEED. SDDCTEA APPROVAL REQUIRED FOR POSTED SPEEDS HIGHER THAN
(SIGNALS, BEACONS, SIGNING, MARKINGS AND DETECTION LOOPS) REQUIRE APPROVAL THROUGH SDDCTEA.
PLAN DETAILS ARE TYPICAL AND MAY BE ADJUSTED TO MEET SITE CONDITIONS. ANY ALTERATION IN TRAFFIC CONTROL
12-INCH INDICATIONS SHALL BE USED.
ALL SIGNALS SHALL BE LED AND HAVE FULL CIRCLE TUNNEL VISORS WITH BACKPLATES WITH RETROREFLECTIVE STRIP.
AVB EQUIPMENT WIDTHS SHOWN ON SECTION A2-A2 VARIES BY AVB TYPE, MODEL, AND MANUFACTURER.
TO LOCAL STANDARDS.
DESIGN, CONSTRUCTION AND MATERIALS FOR TRAFFIC CONTROL AND RELATED EQUIPMENT SHALL CONFORM
LED BLANK-OUT SIGN, IF USED, SHALL NOT AUTOMATICALLY DIM.
MEDIAN LENGTH SHALL EXTEND AT LEAST 25 FEET PRIOR TO THE STOP LINE ON EACH APPROACH.
INFRARED CAMERAS OR RADAR MAY BE USED IN LIEU OF LOOP DETECTORS.
SECTION A1-A1, A2-A2, DETAIL A, AND OPERATIONAL SEQUENCING FOR EFO SHOWN ON THE FOLLOWING PAGE.
LOOP 1 - ENTRY SAFETY LOOP, LOOP 2 - EXIT SAFETY LOOP.
ALL PAVEMENT MARKINGS SHALL BE RETROREFLECTIVE AND DESIGNED TO ENHANCE TRACTION.
OBJECT MARKERS ARE REQUIRED ON NORMALLY EXPOSED ACTIVE VEHICLE BARRIER EQUIPMENT.
AS PER SDDCTEA PAMPHLET 55-15.
ALTERNATING RED AND WHITE TYPE X RETROREFLECTIVE SHEETING REQUIRED ON ACTIVE VEHICLE BARRIERS
SIGNS, SIGNALS, AND PAVEMENT MARKINGS SHALL CONFORM TO SDDCTEA PAMPHLET 55-15 AND LOCAL REGULATIONS.
AND BE DIRECTED TOWARDS ONCOMING TRAFFIC FOR BOTH DIRECTIONS.
WHEN EFO IS ACTIVATED, A 100db AUDIBLE ALARM LOCATED AT THE AVB SHALL SOUND FOR AT LEAST 10 SECONDS,
BARRIER INTERFACES.
REFER TO ARMY STANDARD DESIGN CRITERIA FOR DETAILS ON PASSIVE BARRIER AND ACTIVE VEHICLE
OCONUS - EUROPEAN VERSION
OPERATIONAL SEQUENCING FOR EMERGENCY FAST OPERATION
CONTROL
TRAFFIC GUARD REACTIONBARRIER
DEPLOYING
CONTAINED
THREAT
TIMELINE (SEC) 4 5 6 7 8
LED BLANK-OUT SIGN
DO NOT ENTER
100dB HORN
DARK
DARK
SILENT
ALTERNATING FLASHING YELLOW
ILLUMINATED
"DO NOT ENTER"
ACTIVATED
SIGN WITH BEACONS
W3-3B-TEA WARNING
1 2 3
INTERVAL
SAFETY
SCHEME
SAFETY
BEACON
HYBRID
ONE-LANE
ACTIVE VEHICLE BARRIER
DARK
NON-DEPLOYED DEPLOYING DEPLOYED
FLASHING RED
ALTERNATING
YELLOW
SOLIDHYBRID BEACON
2'
2' 6' 2'
42'
8' 76' 2' 4' (TYP)
1' (TYP)
1 2
DETAIL A
(TYP)6'
5'
TRAFFIC
INBOUND
TRAFFIC
OUTBOUND
(TYP)
AVB EQUIPMENT
6' (AVBs STAGGERED)
8' (AVBs ALIGNED)
TRAFFIC
INBOUND
TRAFFIC
OUTBOUND
17'-
19'
MO
UN
TIN
G
HEIG
HT
NOT TO SCALE
SECTION A2-A2NOT TO SCALE
SECTION A1-A1
BARRIER (TYP)
PASSIVE
10'-12' 10'-12'10'-12' 10'-12'
DDD
C
BARRIER (TYP)
PASSIVE
12" SIGNAL INDICATIONS (TYP)
HYBRID BEACON -
6' MIN
* * *
30'
MINIM
UM
MO
UN
TIN
G
HEIG
HT (L
UMIN
AIR
E)
30'
MINIM
UM
MO
UN
TIN
G
HEIG
HT (L
UMIN
AIR
E)
TRANSLATION
NATION
HOST
22
(ONE LANE)
SAFETY SCHEME
HYBRID BEACON
OPERATIONAL SEQUENCING FOR EMERGENCY FAST OPERATION
CONTROL
TRAFFIC GUARD REACTIONBARRIER
DEPLOYING
CONTAINED
THREAT
TIMELINE (SEC) 4 5 6 7 8
LED BLANK-OUT SIGN
DO NOT ENTER
100dB HORN
DARK
DARK
SILENT
ALTERNATING FLASHING YELLOW
ILLUMINATED
"DO NOT ENTER"
ACTIVATED
1 2 3
INTERVAL
SAFETY
SCHEME
SAFETY
BEACON
HYBRID
ONE-LANE
ACTIVE VEHICLE BARRIER
DARK
NON-DEPLOYED DEPLOYING DEPLOYED
FLASHING RED
ALTERNATING
YELLOW
SOLIDHYBRID BEACON
SIGN WITH BEACONS
WARNING
OCONUS - EUROPEAN VERSION
2
DETAIL A
A1
59'
A2
D
DD
NOT TO SCALE
INBOUND
OUTBOUND
2
59' A2A1
D
C
1
1
C
LOOP DETECTION AREA NUMBER
WHITE CROSSHATCHING PAVEMENT MARKINGS
LEGEND
QUADRUPOLE INDUCTIVE LOOP DETECTOR
PASSIVE BARRIER
SINGLE FACED GUARDRAIL
DOUBLE FACED GUARDRAIL
IMPACT ATTENUATOR
POST MOUNTED SIGN
STOP LINE PAVEMENT MARKING
STRUCTURE MOUNTED SIGN
POLE-MOUNTED SIGN WITH LUMINAIRE
A
A
A
A
BBL
BBL
BRBR
MAST ARM WITH LUMINAIRE
OPTIONAL SIGN*
*
* *
*
X
SAFETY SCHEME DETAIL
>>>>
#
ACTIVE VEHICLE BARRIER AND EQUIPMENT
HYBRID BEACON
>>>>
>>>>
>>>>
7 AUGUST 2019
VERIFY CURRENT VERSION WITH SDDCTEA.
SCHEME LAYOUT IS SUBJECT TO CHANGE.
12
NOTES
13.
12.
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
(TWO LANES)
SAFETY SCHEME
HYBRID BEACON
DCA BBL BR
SIGNALBARRIER
900MM LATION
TRANS-
NATION
HOST
600MM X 750MM
900MM X 600MMLATION
TRANS-
NATION
HOST
600MM X 750MM
TRANSLATION
NATION
HOST
750MM
SHALL UTILIZE BREAK-AWAY SUPPORTS.
ALL TRAFFIC CONTROL DEVICES AND POLES INSTALLED NEXT TO THE ROADWAY AND INSIDE OF THE PASSIVE BARRIER
LOCAL STANDARDS.
DESIGN, CONSTRUCTION AND MATERIALS FOR TRAFFIC CONTROL AND RELATED EQUIPMENT SHALL CONFORM TO
LED BLANK-OUT SIGN, IF USED, SHALL NOT AUTOMATICALLY DIM.
MEDIAN LENGTH SHALL EXTEND AT LEAST 25 FEET PRIOR TO THE STOP LINE ON EACH APPROACH.
INFRARED CAMERAS OR RADAR MAY BE USED IN LIEU OF LOOP DETECTORS.
SECTION A1-A1, A2-A2, DETAIL A, AND OPERATIONAL SEQUENCING FOR EFO SHOWN ON THE FOLLOWING PAGE.
LOOP 1 - ENTRY SAFETY LOOP, LOOP 2 - EXIT SAFETY LOOP.
ALL PAVEMENT MARKINGS SHALL BE RETROREFLECTIVE AND DESIGNED TO ENHANCE TRACTION.
OBJECT MARKERS ARE REQUIRED ON NORMALLY EXPOSED ACTIVE VEHICLE BARRIER EQUIPMENT.
SDDCTEA PAMPHLET 55-15.
ALTERNATING RED AND WHITE TYPE X RETROREFLECTIVE SHEETING REQUIRED ON ACTIVE VEHICLE BARRIERS AS PER
SIGNS, SIGNALS, AND PAVEMENT MARKINGS SHALL CONFORM TO SDDCTEA PAMPHLET 55-15 AND LOCAL REGULATIONS.
AND BE DIRECTED TOWARDS ONCOMING TRAFFIC FOR BOTH DIRECTIONS.
WHEN EFO IS ACTIVATED, A 100db AUDIBLE ALARM LOCATED AT THE AVB SHALL SOUND FOR AT LEAST 10 SECONDS,
INTERFACES.
REFER TO ARMY STANDARD DESIGN CRITERIA FOR DETAILS ON PASSIVE BARRIER AND ACTIVE VEHICLE BARRIER
OCONUS - EUROPEAN VERSION
42'
DETAIL A
2'
8' 76' 2' 4' (TYP)
2' 6' 2'
1' (TYP)
1
2
2
1
OPERATIONAL SEQUENCING FOR EMERGENCY FAST OPERATION
CONTROL
TRAFFIC GUARD REACTIONBARRIER
DEPLOYING
CONTAINED
THREAT
TIMELINE (SEC) 4 5 6 7 8
LED BLANK-OUT SIGN
DO NOT ENTER
100dB HORN
DARK
DARK
SILENT
ALTERNATING FLASHING YELLOW
ILLUMINATED
"DO NOT ENTER"
ACTIVATED
SIGN WITH BEACONS
W3-3B-TEA WARNING
1 2 3
INTERVAL
SAFETY
SCHEME
SAFETY
BEACON
HYBRID
TWO-LANE
HYBRID BEACON
ACTIVE VEHICLE BARRIER
DARK
NON-DEPLOYED DEPLOYING DEPLOYED
FLASHING RED
ALTERNATING
YELLOW
SOLID
(TYP)6'
22
19.
18.
17.
16.
15.
14.
NOTES CONT'D
(TWO LANES)
SAFETY SCHEME
HYBRID BEACON
(TYP)
AVB EQUIPMENT
TRAFFIC
INBOUND
TRAFFIC
OUTBOUND
6' (AVBs STAGGERED)
8' (AVBs ALIGNED)
TRAFFIC
INBOUND
TRAFFIC
INBOUND
TRAFFIC
OUTBOUND
5' (T
YP)
NOT TO SCALE
SECTION A2-A2
10'-12' 10'-12'10'-12'10'-12'
BARRIER (TYP)
PASSIVE
DD
D
TRAFFIC
OUTBOUNDTRAFFIC
OUTBOUND
10'-12'10'-12'
17'-
19'
MO
UN
TIN
G
HEIG
HT
TRAFFIC
INBOUND
NOT TO SCALE
SECTION A1-A1
10'-12'10'-12'
C
BARRIER (TYP)
PASSIVE
TRAFFIC
INBOUND
6' MIN
12" SIGNAL INDICATION (TYP)
HYBRID BEACON -
** *
30'
MINIM
UM
MO
UN
TIN
G
HEIG
HT (L
UMIN
AIR
E)
30'
MINIM
UM
MO
UN
TIN
G
HEIG
HT (L
UMIN
AIR
E)
TRANSLATION
NATION
HOST
OPERATIONAL SEQUENCING FOR EMERGENCY FAST OPERATION
CONTROL
TRAFFIC GUARD REACTIONBARRIER
DEPLOYING
CONTAINED
THREAT
TIMELINE (SEC) 4 5 6 7 8
LED BLANK-OUT SIGN
DO NOT ENTER
100dB HORN
DARK
DARK
SILENT
ALTERNATING FLASHING YELLOW
ILLUMINATED
"DO NOT ENTER"
ACTIVATED
SIGN WITH BEACONS
WARNING
1 2 3
INTERVAL
SAFETY
SCHEME
SAFETY
BEACON
HYBRID
TWO-LANE
HYBRID BEACON
ACTIVE VEHICLE BARRIER
DARK
NON-DEPLOYED DEPLOYING DEPLOYED
FLASHING RED
ALTERNATING
YELLOW
SOLID
DISCOURAGE LANE CHANGING.
FOR MULTI-LANE ROADWAYS, UTILIZE A SOLID WHITE LINE BETWEEN LANES TO
IN CONJUNCTION WITH SAFETY LOOP DETECTION.
UNDER EFO CONDITION, AVBs SHALL BE DESIGNED TO OPERATE INDEPENDENTLY
SPEEDS HIGHER THAN 25 MPH.
DESIGN BASED ON A 25 MPH DESIGN SPEED. SDDCTEA APPROVAL REQUIRED FOR POSTED
MARKINGS AND DETECTION LOOPS) REQUIRE APPROVAL THROUGH SDDCTEA.
ANY ALTERATIONS IN TRAFFIC CONTROL (SIGNALS, BEACONS, SIGNING,
PLAN DETAILS ARE TYPICAL AND MAY BE ADJUSTED TO MEET SITE CONCERNS.
BACKPLATES WITH RETROREFLECTIVE STRIP. 12-INCH INDICATIONS SHALL BE USED.
ALL SIGNALS SHALL BE LED AND HAVE FULL CIRCLE TUNNEL VISORS WITH
MODEL, AND MANUFACTURER.
AVB EQUIPMENT WIDTHS SHOWN ON SECTION A2-A2 VARY BY AVB TYPE,
13 OCONUS - EUROPEAN VERSION
INBOUND
OUTBOUND
59'
A3
C
D
A1
F
A2
155' MINIMUM
B
C
B
A2A1 4'
A
A3
C
C
B
B
B
ELEL
*
*
ERA
WITH 12" RED SIGNAL FACE
LED BLANK-OUT SIGN
(900MM X 900MM)
36" X 36"
R5-1
(OPTIONAL)
LED BLANK-OUT SIGN
(750MM X 750MM)
36" X 36"
R5-1
X
XX
SAFETY SCHEME DETAIL
>>>>
LOOP DETECTION AREA NUMBER
WHITE CROSSHATCHING PAVEMENT MARKINGS
LEGEND
QUADRUPOLE INDUCTIVE LOOP DETECTOR
PASSIVE BARRIER
DOUBLE FACED GUARDRAIL
IMPACT ATTENUATOR
POST MOUNTED SIGN
STOP LINE PAVEMENT MARKING
STRUCTURE MOUNTED SIGN
POLE-MOUNTED SIGN WITH LUMINAIRE
MAST ARM WITH LUMINAIRE
WITH LUMINAIREPOLE-MOUNTED TRAFFIC SIGNAL AND SIGN
SIGNAL
OPTIONAL SIGN*
>>>>
>>>>
DETAIL A
DETAIL B
F
>>>>
#
ACTIVE VEHICLE BARRIER AND EQUIPMENT
HYBRID BEACON
7 AUGUST 2019
VERIFY CURRENT VERSION WITH SDDCTEA.
SCHEME LAYOUT IS SUBJECT TO CHANGE.
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
NOTES
BA C
FELEL ERD
900MM X 900MM900MM
SIGNALBARRIER
TRANSLATIONNATIONHOST
900MM X 600MMLATION
TRANS-NATIONHOST
600MM X 750MM
LATIONTRANS-NATIONHOST
600MM X 750MM
WITH 12" RED SIGNAL FACE
LED BLANK-OUT SIGN
900MM
BEACON SAFETY SCHEME
STOP CONTROL/HYBRID
COMBINATION INTERSECTION
(OPTIONAL)
LED BLANK-OUT SIGN
900MM
INFRARED CAMERAS OR RADAR MAY BE USED IN LIEU OF LOOP DETECTORS.
FOLLOWING PAGES.SECTION A1-A1, A2-A2, A3-A3, DETAIL A, DETAIL B AND OPERATIONAL SEQUENCING FOR EFO SHOWN ON THE
LOOP 1 - ENTRY SAFETY LOOP, LOOP 2 - EXIT SAFETY LOOP
ALL PAVEMENT MARKINGS SHALL BE RETROREFLECTIVE AND DESIGNED TO ENHANCE TRACTION. BARRIER EQUIPMENT.OBJECT MARKERS ARE REQUIRED ON NORMALLY EXPOSED ACTIVE VEHICLE
AS PER SDDCTEA PAMPLET 55-15.ALTERNATING RED AND WHITE TYPE X RETROREFLECTIVE SHEETING REQUIRED ON ACTIVE VEHICLE BARRIERS
AND LOCAL REGULATIONS.SIGNS, SIGNALS, AND PAVEMENT MARKINGS SHALL CONFORM TO SDDCTEA PAMPHLET 55-15
10 SECONDS, AND BE DIRECTED TOWARDS ONCOMING TRAFFIC FOR BOTH DIRECTIONS.WHEN EFO IS ACTIVATED, A 100db AUDIBLE ALARM LOCATED AT THE AVB SHALL SOUND FOR AT LEAST
REFER TO ARMY STANDARD DESIGN CRITERIA FOR DETAILS ON PASSIVE AND ACTIVE BARRIER INTERFACES.
PER DIRECTION. ILLUSTRATION SHOWS MULTIPLE LANES PER DIRECTION, BUT SCHEME CAN BE USED FOR ONE LANE
PER HOUR PER LANE. THIS SCHEME NOT INTENDED FOR USE WHERE INBOUND TRAFFIC VOLUME EXCEEDS 800 VEHICLES
OCONUS - EUROPEAN VERSION
CONTROL
TRAFFIC GUARD REACTIONCONTAINED
THREAT
TIMELINE (SEC) 4 5 6
LED BLANK-OUT SIGN
DO NOT ENTER
100dB HORN
DARK
SILENT
ILLUMINATED
"DO NOT ENTER"
ACTIVATED
SIGN WITH BEACONS
W3-3B-TEA WARNING
1 2 3
INTERVAL
SAFETY
ACTIVE VEHICLE BARRIER NON-DEPLOYED DEPLOYED
RED SIGNAL STEADY RED
BEACONS DARK
DARK
YELLOW
ALTERNATING FLASHING
DEPLOYING
EMERGENCY FAST OPERATION
OPERATIONAL SEQUENCING FOR
INTERSECTION
SCHEME -
AVB SAFETY
CONTROL
STOP
OPERATIONAL SEQUENCING FOR EMERGENCY FAST OPERATION
CONTROL
TRAFFIC GUARD REACTIONBARRIER
DEPLOYING
CONTAINED
THREAT
TIMELINE (SEC) 4 5 6 7 8
LED BLANK-OUT SIGN
DO NOT ENTER
100dB HORN
DARK
DARK
SILENT
ALTERNATING FLASHING YELLOW
ILLUMINATED
"DO NOT ENTER"
ACTIVATED
SIGN WITH BEACONS
W3-3B-TEA WARNING
1 2 3
INTERVAL
SAFETY
SCHEME
SAFETY
BEACON
HYBRID
HYBRID BEACON
ACTIVE VEHICLE BARRIER
DARK
NON-DEPLOYED DEPLOYING DEPLOYED
FLASHING RED
ALTERNATING
YELLOW
SOLID
DETAIL A
2'6'
2'
2'
6'2'
1' (TYP)
4'
2' (TYP)
1
1
1 2
2
2(TYP)6'
NOTES CONT'D
5'
TRAFFIC
INBOUND
TRAFFIC
OUTBOUND
SECTION A1-A1
(TYP)
AVB EQUIPMENT
6' MIN
BARRIER (TYP)
PASSIVE
10'-12' 10'-12'
FF
30'
MINIM
UM
MO
UN
TIN
G
HEIG
HT (L
UMIN
AIR
E)
10'-12' 10'-12'
TRAFFIC
INBOUND
TRAFFIC
OUTBOUND
NOT TO SCALE
* *
32
BEACON SAFETY SCHEME
STOP CONTROL/HYBRID
COMBINATION INTERSECTION
22.
21.
20.
19.
18.
17.
16.
15.
14.
13.
12.CONTROL
TRAFFIC GUARD REACTIONCONTAINED
THREAT
TIMELINE (SEC) 4 5 6
LED BLANK-OUT SIGN
DO NOT ENTER
100dB HORN
DARK
SILENT
ILLUMINATED
"DO NOT ENTER"
ACTIVATED
1 2 3
INTERVAL
SAFETY
ACTIVE VEHICLE BARRIER NON-DEPLOYED DEPLOYED
RED SIGNAL STEADY RED
BEACONS DARK
DARK
YELLOW
ALTERNATING FLASHING
DEPLOYING
EMERGENCY FAST OPERATION
OPERATIONAL SEQUENCING FOR
INTERSECTION
SCHEME -
AVB SAFETY
CONTROL
STOP
SIGN WITH BEACONS
WARNING
OPERATIONAL SEQUENCING FOR EMERGENCY FAST OPERATION
CONTROL
TRAFFIC GUARD REACTIONBARRIER
DEPLOYING
CONTAINED
THREAT
TIMELINE (SEC) 4 5 6 7 8
LED BLANK-OUT SIGN
DO NOT ENTER
100dB HORN
DARK
DARK
SILENT
ALTERNATING FLASHING YELLOW
ILLUMINATED
"DO NOT ENTER"
ACTIVATED
SIGN WITH BEACONS
WARNING
1 2 3
INTERVAL
SAFETY
SCHEME
SAFETY
BEACON
HYBRID
HYBRID BEACON
ACTIVE VEHICLE BARRIER
DARK
NON-DEPLOYED DEPLOYING DEPLOYED
FLASHING RED
ALTERNATING
YELLOW
SOLID ALL PASSIVE BARRIERS PLACED AT INTERSECTION MUST NOT OBSTRUCT INTERSECTION SIGHT DISTANCE.
CHANGING.FOR MULTI-LANE ROADWAYS, UTILIZE A SOLID WHITE LINE BETWEEN LANES TO DISCOURAGE LANE
A TRAFFIC STUDY WILL NEED TO VALIDATE TRAFFIC CONTROL. AN ALL-WAY STOP IS THE PREFERRED TRAFFIC CONTROL; HOWEVER A TWO-WAY STOP MAY BE REQUIRED.
WITH SAFETY LOOP DETECTION. UNDER EFO CONDITION, AVBS SHALL BE DESIGNED TO OPERATE INDEPENDENTLY IN CONJUNCTION
SPEEDS HIGHER THAN 25 MPH.DESIGN IS BASED ON A 25 MPH DESIGN SPEED. SDDCTEA APPROVAL REQUIRED FOR POSTED
LOOPS) REQUIRE APPROVAL THROUGH SDDCTEA.IN TRAFFIC CONTROL (SIGNALS, BEACONS, SIGNING, MARKINGS AND DETECTIONPLAN DETAILS ARE TYPICAL AND MAY BE ADJUSTED TO MEET SITE CONDITIONS. ANY ALTERATION
RETROREFLECTIVE STRIP. 12-INCH INDICATIONS SHALL BE USED. ALL SIGNALS SHALL BE LED AND HAVE FULL CIRCLE TUNNEL VISORS WITH BACKPLATES WITH
AND MANUFACTURER.AVB EQUIPMENT WIDTHS SHOWN ON SECTION A1-A1 AND A3-A3 VARY BY AVB TYPE, MODEL,
CONFORM TO LOCAL STANDARDS.DESIGN, CONSTRUCTION AND MATERIALS FOR TRAFFIC CONTROL AND RELATED EQUIPMENT SHALL
LED BLANK-OUT SIGN, IF USED, SHALL NOT AUTOMATICALLY DIM.
OF THE PASSIVE BARRIER SHALL UTILIZE BREAK-AWAY SUPPORTS.ALL TRAFFIC CONTROL DEVICES AND POLES INSTALLED NEXT TO THE ROADWAY AND INSIDE
OCONUS - EUROPEAN VERSION
42'
DETAIL B
2'
8'76'2'4' (TYP)
2'6'2'
1' (TYP)
1
1
2
2
(TYP)6'
TRAFFIC
INBOUND
TRAFFIC
OUTBOUND
6' MIN10'-12' 10'-12'10'-12' 10'-12'
NOT TO SCALE
SECTION A3-A3
TRAFFIC
OUTBOUNDTRAFFIC
INBOUND
10'-12'
5'
8'
(TYP)
AVB EQUIPMENT
BARRIER (TYP)
PASSIVE
AA
TRAFFIC
INBOUND
30'
MINIM
UM
MO
UN
TIN
G
HEIG
HT (L
UMIN
AIR
E)
TRAFFIC
INBOUND
TRAFFIC
OUTBOUND
6' MIN 10'-12'
BARRIER (TYP)
PASSIVE
NOT TO SCALE
SECTION A2-A2
10'-12'
TRAFFIC
INBOUND
TRAFFIC
OUTBOUND
30'
MINIM
UM
MO
UN
TIN
G
HEIG
HT (L
UMIN
AIR
E)
D
10'-12'10'-12'
(TYP)
12" SIGNAL INDICATIONS
HYBRID BEACON -
17'-
19'
MO
UN
TIN
G
HEIG
HT
33
BEACON SAFETY SCHEME
STOP CONTROL/HYBRID
COMBINATION INTERSECTION
OCONUS - EUROPEAN VERSION
LOOP DETECTION AREA NUMBER
WHITE CROSSHATCHING PAVEMENT MARKINGS
LEGEND
QUADRUPOLE INDUCTIVE LOOP DETECTOR
TRAFFIC GATE ARM
NOT TO SCALE
PASSIVE BARRIER
SINGLE FACED GUARDRAIL
DOUBLE FACED GUARDRAIL
POLE-MOUNTED TRAFFIC SIGNAL AND SIGN
POLE-MOUNTED TRAFFIC SIGNAL AND SIGN WITH LUMINAIRE
IMPACT ATTENUATOR
POST MOUNTED SIGN
STOP LINE PAVEMENT MARKING
A1
A1
B
CC
INBOUND
OUTBOUND
B
A
AC
C
X
SAFETY SCHEME DETAIL
>>>>
ACTIVE VEHICLE BARRIER AND EQUIPMENT
#
>>>>
>>>>
>>>>
DETAIL A
7 AUGUST 2019
VERIFY CURRENT VERSION WITH SDDCTEA.
SCHEME LAYOUT IS SUBJECT TO CHANGE.
12
SCHEME (ONE LANE)
DETECTION SAFETY
HIGH EFFICIENCY PRESENCE
CBA
900MMLATION
TRANS-
NATION
HOST
600MM X 750MM
LED BLANK-OUT SIGN
750MM
NOTES
20.
19.
18.
17.
16.
15.
14.
13.
12.
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
SHALL UTILIZE BREAK-AWAY SUPPORTS.ALL TRAFFIC CONTROL DEVICES AND POLES INSTALLED NEXT TO THE ROADWAY AND INSIDE OF THE PASSIVE BARRIER
SERVICE LIFE. REPLACE WITH CURRENT STANDARD AT THAT TIME.CONSIDERED GRANDFATHERED IN AND MAY REMAIN IN-PLACE UNTIL THE END OF THEIR USEFULEXISTING SIGNS AND MARKINGS CONFORMING TO EARLIER VERSIONS OF SDDCTEA SAFETY SCHEMES ARE
UNDER EFO CONDITION, AVBS SHALL BE DESIGNED TO OPERATE INDEPENDENTLY IN CONJUNCTION WITH SAFETY LOOP DETECTION.
DESIGN IS BASED ON A 25 MPH DESIGN SPEED. SDDCTEA APPROVAL REQUIRED FOR POSTED SPEEDS HIGHER THAN 25 MPH.
REQUIRE APPROVAL THROUGH SDDCTEA. TRAFFIC CONTROL (TRAFFIC ARM, SIGNALS, BEACONS, SIGNING, MARKINGS AND DETECTION LOOPS)PLAN DETAILS ARE TYPICAL AND MAY BE ADJUSTED TO MEET SITE CONDITIONS. ANY ALTERATION IN RETROREFLECTIVE STRIP. 12-INCH INDICATIONS SHALL BE USED.ALL SIGNALS SHALL BE LED AND HAVE FULL CIRCLE TUNNEL VISORS WITH BACKPLATES WITH
AVB EQUIPMENT WIDTHS SHOWN ON SECTION A1-A1 VARIES BY AVB TYPE, MODEL, AND MANUFACTURER.
CONFORM TO LOCAL STANDARDS. DESIGN, CONSTRUCTION AND MATERIALS FOR TRAFFIC CONTROL AND RELATED EQUIPMENT SHALL
LED BLANK-OUT SIGN SHALL NOT AUTOMATICALLY DIM.
MEDIAN LENGTH SHALL EXTEND AT LEAST 25 FEET PRIOR TO THE STOP LINE ON EACH APPROACH.
BARRIER SHALL UTILIZE BREAK-AWAY SUPPORTS.ALL TRAFFIC CONTROL DEVICES AND POLES INSTALLED NEXT TO THE ROADWAY AND INSIDE OF THE PASSIVE
INFRARED CAMERAS OR RADAR MAY BE USED IN LIEU OF LOOP DETECTORS.
SECTION A1-A1, DETAIL A, DETAIL B, AND OPERATIONAL SEQUENCING FOR EFO SHOWN ON THE FOLLOWING PAGE.
LOOP 1 - GATE ARM LOOP, LOOP 2 - ENTRY SAFETY LOOP, LOOP 3 - EXIT SAFETY LOOP.
ALL PAVEMENT MARKINGS SHALL BE RETROREFLECTIVE AND DESIGNED TO ENHANCE TRACTION.
OBJECT MARKERS ARE REQUIRED ON TRAFFIC ARM BASE AND NORMALLY EXPOSED ACTIVE VEHICLE BARRIER EQUIPMENT.
VEHICLE BARRIERS AS PER SDDCTEA PAMPHLET 55-15.ALTERNATING RED AND WHITE TYPE X RETROREFLECTIVE SHEETING REQUIRED ON TRAFFIC ARMS AND ACTIVE
LOCAL REGULATIONS.SIGNS, SIGNALS, AND PAVEMENT MARKINGS SHALL CONFORM TO SDDCTEA PAMPHLET 55-15 AND
SECONDS, AND BE DIRECTED TOWARDS ONCOMING TRAFFIC FOR BOTH DIRECTIONS.WHEN EFO IS ACTIVATED, A 100db AUDIBLE ALARM LOCATED AT THE AVB SHALL SOUND FOR AT LEAST 10
REFER TO ARMY STANDARD DESIGN CRITERIA FOR DETAILS ON PASSIVE BARRIER AND ACTIVE VEHICLE BARRIER INTERFACES.
OCONUS - EUROPEAN VERSION
OPERATIONAL SEQUENCING FOR EMERGENCY FAST OPERATION
CONTROL
TRAFFIC GUARD REACTIONBARRIER
DEPLOYING
CONTAINED
THREAT
TIMELINE (SEC) 4 5 6 7 8
LED BLANK-OUT SIGN
DO NOT ENTER
TRAFFIC SIGNALS
100dB HORN
DARK
DARK
NORMAL OPERATIONS
NORMAL OPERATIONS
SILENT
ALTERNATING FLASHING YELLOW
ILLUMINATED
"DO NOT ENTER"
YELLOW
DEPLOYING
RED
ACTIVATED
SIGN WITH BEACONS
W3-3B-TEA WARNING
DEPLOYING DEPLOYED
(WITH NO TRAFFIC IN SYSTEM)
ACTIVE VEHICLE BARRIER
(WITH TRAFFIC IN SYSTEM)
TRAFFIC ARM
(WITH TRAFFIC IN SYSTEM)
ACTIVE VEHICLE BARRIER
(WITH NO TRAFFIC IN SYSTEM)
TRAFFIC ARM
1 2 3
INTERVAL
SAFETY
NON-DEPLOYED
DEPLOYED
DEPLOYED
DEPLOYED
SCHEME
SAFETY
DETECTION
PRESENCE
EFFICIENCY
HIGH
ONE-LANE
CURB
(300MM X 900MM)12" X 36"
OM3-R
2'
9'
DETAIL B
10'
34'
2'
8' 2' 7' 2'
2' 6' 2'
1' (TYP)
4' (TYP)
DETAIL A
1 3 2
6' (TYP)
22
SCHEME (ONE LANE)
DETECTION SAFETY
HIGH EFFICIENCY PRESENCE
5'
8'
TRAFFIC
INBOUND
TRAFFIC
OUTBOUND
(TYP)
AVB EQUIPMENT
6' (AVBs STAGGERED)
8' (AVBs ALIGNED)
CCC
10'-12'10'-12'
(TYP)
APPROACH
AND OUTBOUND
BOTH INBOUND
SIGNAL FACE ON
NOT TO SCALE
SECTION A1-A1
3' MIN (TYP)
BARRIER (TYP)
PASSIVE
30'
MINIM
UM
MO
UN
TIN
G
HEIG
HT (L
UMIN
AIR
E)
OPERATIONAL SEQUENCING FOR EMERGENCY FAST OPERATION
CONTROL
TRAFFIC GUARD REACTIONBARRIER
DEPLOYING
CONTAINED
THREAT
TIMELINE (SEC) 4 5 6 7 8
LED BLANK-OUT SIGN
DO NOT ENTER
TRAFFIC SIGNALS
100dB HORN
DARK
DARK
NORMAL OPERATIONS
NORMAL OPERATIONS
SILENT
ALTERNATING FLASHING YELLOW
ILLUMINATED
"DO NOT ENTER"
YELLOW
DEPLOYING
RED
ACTIVATED
DEPLOYING DEPLOYED
(WITH NO TRAFFIC IN SYSTEM)
ACTIVE VEHICLE BARRIER
(WITH TRAFFIC IN SYSTEM)
TRAFFIC ARM
(WITH TRAFFIC IN SYSTEM)
ACTIVE VEHICLE BARRIER
(WITH NO TRAFFIC IN SYSTEM)
TRAFFIC ARM
1 2 3
INTERVAL
SAFETY
NON-DEPLOYED
DEPLOYED
DEPLOYED
DEPLOYED
SCHEME
SAFETY
DETECTION
PRESENCE
EFFICIENCY
HIGH
ONE-LANE
SIGN WITH BEACONS
WARNING
OCONUS - EUROPEAN VERSION
A1
INBOUND
OUTBOUND
A
A
A
A
A1
C
CC
C
D
D
NOT TO SCALE
LOOP DETECTION AREA NUMBER
WHITE CROSSHATCHING PAVEMENT MARKINGS
LEGEND
QUADRUPOLE INDUCTIVE LOOP DETECTOR
TRAFFIC GATE ARM
PASSIVE BARRIER
SINGLE FACED GUARDRAIL
DOUBLE FACED GUARDRAIL
POLE-MOUNTED TRAFFIC SIGNAL AND SIGN
POLE-MOUNTED TRAFFIC SIGNAL AND SIGN WITH LUMINAIRE
IMPACT ATTENUATOR
POST MOUNTED SIGN
STOP LINE PAVEMENT MARKING
POLE-MOUNTED TRAFFIC SIGNAL
BBL
BBL
BR
X
SAFETY SCHEME DETAIL
>>>>
>>>>
>>>>
ACTIVE VEHICLE BARRIER AND EQUIPMENT
#
>>>>
>>>>
>>>>
>>>>DETAIL A
>>>>BR
7 AUGUST 2019
VERIFY CURRENT VERSION WITH SDDCTEA.
SCHEME LAYOUT IS SUBJECT TO CHANGE.
12
NOTES
14.
13.
12.
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
MANUFACTURER.AVB EQUIPMENT WIDTHS SHOWN ON SECTION A1-A1 VARY BY AVB TYPE, MODEL, AND
TO LOCAL STANDARDS.DESIGN, CONSTRUCTION AND MATERIALS FOR TRAFFIC CONTROL AND RELATED EQUIPMENT SHALL CONFORM
LED BLANK-OUT SIGN SHALL NOT AUTOMATICALLY DIM.
MEDIAN LENGTH SHALL EXTEND AT LEAST 25 FEET PRIOR TO THE STOP LINE ON EACH APPROACH.
SHALL UTILIZE BREAK-AWAY SUPPORTS.ALL TRAFFIC CONTROL DEVICES AND POLES INSTALLED NEXT TO THE ROADWAY AND INSIDE OF THE PASSIVE BARRIER
INFRARED CAMERAS OR RADAR MAY BE USED IN LIEU OF LOOP DETECTORS.
SECTION A1-A1, DETAIL A, DETAIL B, AND OPERATIONAL SEQUENCING FOR EFO SHOWN ON THE FOLLOWING PAGE.
LOOP 1 - GATE ARM LOOP, LOOP 2 - ENTRY SAFETY LOOP, LOOP 3 - EXIT SAFETY LOOP.
ALL PAVEMENT MARKINGS SHALL BE RETROREFLECTIVE AND DESIGNED TO ENHANCE TRACTION.
OBJECT MARKERS ARE REQUIRED ON TRAFFIC ARM BASE AND NORMALLY EXPOSED ACTIVE VEHICLE BARRIER EQUIPMENT.
BARRIERS AS PER SDDCTEA PAMPHLET 55-15.ALTERNATING RED AND WHITE TYPE X RETROREFLECTIVE SHEETING REQUIRED ON TRAFFIC ARMS AND ACTIVE VEHICLE
SIGNS, SIGNALS, AND PAVEMENT MARKINGS SHALL CONFORM TO SDDCTEA PAMPHLET 55-15 AND LOCAL REGULATIONS.
BE DIRECTED TOWARDS ONCOMING TRAFFIC FOR BOTH DIRECTIONS.WHEN EFO IS ACTIVATED, A 100db AUDIBLE ALARM LOCATED AT THE AVB SHALL SOUND FOR AT LEAST 10 SECONDS, AND
REFER TO ARMY STANDARD DESIGN CRITERIA FOR DETAILS ON PASSIVE AND ACTIVE BARRIER INTERFACES.
DCA BBL BR
900MMLATION
TRANS-
NATION
HOST
600MM X 750MM
LATION
TRANS-
NATION
HOST
600MM X 750MM
LED BLANK-OUT SIGN
900MM300MM X 900MM
SCHEME (TWO LANES)
DETECTION SAFETY
HIGH EFFICIENCY PRESENCE
OCONUS - EUROPEAN VERSION
OPERATIONAL SEQUENCING FOR EMERGENCY FAST OPERATION
CONTROL
TRAFFIC GUARD REACTIONBARRIER
DEPLOYING
CONTAINED
THREAT
TIMELINE (SEC) 4 5 6 7
LED BLANK-OUT SIGN
DO NOT ENTER
TRAFFIC SIGNALS
100dB HORN
DARK
DARK
NORMAL OPERATIONS
NORMAL OPERATIONS
SILENT
ALTERNATING FLASHING YELLOW
ILLUMINATED
"DO NOT ENTER"
YELLOW
DEPLOYING
RED
ACTIVATED
SIGN WITH BEACONS
W3-3B-TEA WARNING
DEPLOYING DEPLOYED
(WITH NO TRAFFIC IN SYSTEM)
ACTIVE VEHICLE BARRIER
(WITH TRAFFIC IN SYSTEM)
TRAFFIC ARM
(WITH TRAFFIC IN SYSTEM)
ACTIVE VEHICLE BARRIER
(WITH NO TRAFFIC IN SYSTEM)
TRAFFIC ARM
1 2 3
INTERVAL
SAFETY
NON-DEPLOYED
DEPLOYED
DEPLOYED
DEPLOYED
SCHEME
SAFETY
DETECTION
PRESENCE
EFFICIENCY
HIGH
TWO-LANE
NOTES CONT'D
CURB
2'
9'
(300MM X 900MM)12" X 36"
OM3-R
DETAIL B
>>>>
10'
34'
7' 2' 6' 2'
2'2'2'8'
6' (TYP)
4' (TYP)
1' (TYP)
3
3 2
2 1
1
DETAIL A
STANDARD AT THAT TIME.IN-PLACE UNTIL THE END OF THEIR USEFUL SERVICE LIFE. REPLACE WITH CURRENTSAFETY SCHEMES ARE CONSIDERED TO BE GRANDFATHERED IN AND MAY REMAINEXISTING SIGNS AND MARKINGS CONFORMING TO EARLIER VERSIONS OF SDDCTEA
DISCOURAGE LANE CHANGING. FOR MULTI-LANE ROADWAYS, UTILIZE A SOLID WHITE LINE BETWEEN LANES TO
CONJUNCTION WITH SAFETY LOOP DETECTION.UNDER EFO CONDITION, AVBS SHALL BE DESIGNED TO OPERATE INDEPENDENTLY IN
POSTED SPEEDS HIGHER THAN 25 MPH.DESIGN IS BASED ON A 25 MPH DESIGN SPEED. SDDCTEA APPROVAL REQUIRED FOR
MARKINGS AND DETECTION LOOP) REQUIRE APPROVAL THROUGH SDDCTEA. ANY ALTERATION IN TRAFFIC CONTROL (TRAFFIC ARM, SIGNALS, BEACONS, SIGNING,PLAN DETAILS ARE TYPICAL AND MAY BE ADJUSTED TO MEET SITE CONDITIONS.
WITH RETROREFLECTIVE STRIP. 12-INCH INDICATIONS SHALL BE USED. ALL SIGNALS SHALL BE LED AND HAVE FULL CIRCLE TUNNEL VISORS WITH BACKPLATES
20.
19.
18.
17.
16.
15.
8
20.
19.
18.
17.
16.
15.
STANDARD AT THAT TIME.IN-PLACE UNTIL THE END OF THEIR USEFUL SERVICE LIFE. REPLACE WITH CURRENTSAFETY SCHEMES ARE CONSIDERED TO BE GRANDFATHERED IN AND MAY REMAINEXISTING SIGNS AND MARKINGS CONFORMING TO EARLIER VERSIONS OF SDDCTEA
DISCOURAGE LANE CHANGING. FOR MULTI-LANE ROADWAYS, UTILIZE A SOLID WHITE LINE BETWEEN LANES TO
CONJUNCTION WITH SAFETY LOOP DETECTION.UNDER EFO CONDITION, AVBS SHALL BE DESIGNED TO OPERATE INDEPENDENTLY IN
POSTED SPEEDS HIGHER THAN 25 MPH.DESIGN IS BASED ON A 25 MPH DESIGN SPEED. SDDCTEA APPROVAL REQUIRED FOR
MARKINGS AND DETECTION LOOP) REQUIRE APPROVAL THROUGH SDDCTEA. ANY ALTERATION IN TRAFFIC CONTROL (TRAFFIC ARM, SIGNALS, BEACONS, SIGNING,PLAN DETAILS ARE TYPICAL AND MAY BE ADJUSTED TO MEET SITE CONDITIONS.
WITH RETROREFLECTIVE STRIP. 12-INCH INDICATIONS SHALL BE USED. ALL SIGNALS SHALL BE LED AND HAVE FULL CIRCLE TUNNEL VISORS WITH BACKPLATES
NOTES CONT'D
(TYP)
AVB EQUIPMENT
3' MIN (TYP)
TRAFFIC
INBOUND
TRAFFIC
OUTBOUND
6' (AVBs STAGGERED)
8' (AVBs ALIGNED)
8' MIN
TRAFFIC
INBOUND
TRAFFIC
INBOUND
8' MIN
TRAFFIC
OUTBOUND
5'
8'
CCC (TYP)
APPROACH
AND OUTBOUND
BOTH INBOUND
SIGNAL FACE ON
10'-12' 10'-12' 10'-12' 10'-12'
(TYP)
BARRIER
PASSIVE
NOT TO SCALE
SECTION A1-A1
30'
MINIM
UM
MO
UN
TIN
G
HEIG
HT(L
UMIN
AIR
E)
22
SCHEME (TWO LANES)
DETECTION SAFETY
HIGH EFFICIENCY PRESENCE
OPERATIONAL SEQUENCING FOR EMERGENCY FAST OPERATION
CONTROL
TRAFFIC GUARD REACTIONBARRIER
DEPLOYING
CONTAINED
THREAT
TIMELINE (SEC) 4 5 6 7
LED BLANK-OUT SIGN
DO NOT ENTER
TRAFFIC SIGNALS
100dB HORN
DARK
DARK
NORMAL OPERATIONS
NORMAL OPERATIONS
SILENT
ALTERNATING FLASHING YELLOW
ILLUMINATED
"DO NOT ENTER"
YELLOW
DEPLOYING
RED
ACTIVATED
DEPLOYING DEPLOYED
(WITH NO TRAFFIC IN SYSTEM)
ACTIVE VEHICLE BARRIER
(WITH TRAFFIC IN SYSTEM)
TRAFFIC ARM
(WITH TRAFFIC IN SYSTEM)
ACTIVE VEHICLE BARRIER
(WITH NO TRAFFIC IN SYSTEM)
TRAFFIC ARM
1 2 3
INTERVAL
SAFETY
NON-DEPLOYED
DEPLOYED
DEPLOYED
DEPLOYED
SCHEME
SAFETY
DETECTION
PRESENCE
EFFICIENCY
HIGH
TWO-LANE
8
SIGN WITH BEACONS
WARNING
OCONUS - EUROPEAN VERSION
A
34
2
5
AL
A
AR
C
NOT TO SCALE
INBOUND
OUTBOUND
A1
A1
A1
X
XX
SAFETY SCHEME DETAIL
100' 50'
50'
50'
LOOP DETECTION AREA NUMBER
WHITE CROSSHATCHING PAVEMENT MARKINGS
LEGEND
QUADRUPOLE INDUCTIVE LOOP DETECTOR
PASSIVE BARRIER
DOUBLE FACED GUARDRAIL
IMPACT ATTENUATOR
POST MOUNTED SIGN
STRUCTURE MOUNTED SIGN
POLE-MOUNTED SIGN WITH LUMINAIRE
MAST ARM WITH LUMINAIRE
TRAFFIC SIGNAL
OPTIONAL SIGN*
BL
BL
BL
BL
BR
C
>>>>
ACTIVE VEHICLE BARRIER AND EQUIPMENT
#
STOP LINE PAVEMENT MARKING
>>>>
>>>>
>>>>
DETAIL A
D
LED BLANK-OUT SIGN
(900MM X 900MM)
36" X 36"
R3-2
7 AUGUST 2019
VERIFY CURRENT VERSION WITH SDDCTEA.
SCHEME LAYOUT IS SUBJECT TO CHANGE.
13
NOTES
BRA B CBLAR AL
LATION
TRANS-
NATION
HOST
LATION
TRANS-
NATION
HOST
600MM X 750MM600MM X 750MM900MM
900MM
600MM X 450MM
900MM
600MM X 450MM LED BLANK-OUT SIGN
900MM X 900MM
SCHEME
SIGNAL SAFETY
INTERSECTION TRAFFIC
D
LED BLANK-OUT SIGN
900MM X 900MM
C
INFRARED CAMERAS OR RADAR MAY BE USED IN LIEU OF LOOP DETECTORS.
ON THE FOLLOWING PAGES.
SECTION A1-A1, MAST ARM DETAILS, DETAIL A AND OPERATIONAL SEQUENCING FOR EFO SHOWN
LOOP 1 - ENTRY SAFETY LOOP, LOOP 2 - EXIT SAFETY LOOP.
ALL PAVEMENT MARKINGS SHALL BE RETROREFLECTIVE AND DESIGNED TO ENHANCE TRACTION.
OBJECT MARKERS ARE REQUIRED ON NORMALLY EXPOSED ACTIVE VEHICLE BARRIER EQUIPMENT.
VEHICLE BARRIERS AS PER SDDCTEA PAMPHLET 55-15.
ALTERNATING RED AND WHITE TYPE X RETROREFLECTIVE SHEETING REQUIRED ON ACTIVE
AND LOCAL REGULATIONS.
SIGNS, SIGNALS, AND PAVEMENT MARKINGS SHALL CONFORM TO SDDCTEA PAMPHLET 55-15
AT LEAST 10 SECONDS, AND BE DIRECTED TOWARDS ONCOMING TRAFFIC FOR BOTH DIRECTIONS.
WHEN EFO IS ACTIVATED, A 100db AUDIBLE ALARM LOCATED AT THE AVB SHALL SOUND FOR
INTERFACES.
REFER TO ARMY STANDARD DESIGN CRITERIA FOR DETAILS ON PASSIVE AND ACTIVE BARRIER
9.
8.
7.
6.
5.
4.
3.
2.
1.
OCONUS - EUROPEAN VERSION
30'
42'
2' 2'6'
2'6'
2'
DETAIL A
1' (TYP)
2' (TYP)
2
2
2
1
1
1
CONTROL
TRAFFIC
TIMELINE (SEC) 4 5 6 7
DARK ALTERNATING FLASHING YELLOWSIGN WITH BEACONS
W3-3A-TEA WARNING
1 2 3
ACTIVE VEHICLE BARRIER
TRAFFIC SIGNAL
(POLE 5)
NO RIGHT TURN LED BLANKOUT
8 9 10-11-
OPS
NORMAL
THREAT (EFO BUTTON)
REACTION TIME TO
GUARD PERCEPTION AND
(MUTCD MINIMUM)
YELLOW CHANGEALL RED SAFETY
BARRIER
DEPLOYING
CONTAINED
THREAT
12
GREEN YELLOW RED ALL RED
NON-DEPLOYED DEPLOYEDDEPLOYING
DARK R3-1 ILLUMINATED
OUTBOUND
SCHEME
SAFETY
SIGNAL
TRAFFIC
INTERSECTION
OPERATIONAL SEQUENCING FOR EMERGENCY FAST OPERATION
OPERATIONAL SEQUENCING FOR EMERGENCY FAST OPERATION
CONTROL
TRAFFIC GUARD REACTIONCONTAINED
THREAT
TIMELINE (SEC) 4 5 6 7 10
100dB HORN
DARK
SILENT
ALTERNATING FLASHING YELLOW
ACTIVATED
SIGN WITH BEACONS
W3-3A-TEA WARNING
1 2 3
ACTIVE VEHICLE BARRIER NON-DEPLOYED DEPLOYING DEPLOYED
INBOUND
SCHEME
SAFETY
SIGNAL
TRAFFIC
INTERSECTION
8 9-
OPS
NORMAL YELLOW CHANGE
(MUTCD MINIMUM) SAFETY
ALL RED
BARRIER
DEPLOYING
GREENTRAFFIC SIGNAL YELLOW RED
DARK R3-1 ILLUMINATED(POLE 1)
NO RIGHT TURN LED BLANKOUT
NORMAL PHASE 1 NORMAL PHASE 2
PED
PED
PED
PED
ACTIVATED
BARRIER
ACTIVATED
BARRIER
SEQUENCE 4-10
OPERATIONAL
AVB PREEMPTION
EXAMPLE TWO-PHASE OPERATIONAL SEQUENCE
(POLE 4)
NO LEFT TURN LED BLANKOUTDARK R3-2 ILLUMINATED
6' (TYP)
NOTES CONT'D
32
SCHEME
SIGNAL SAFETY
INTERSECTION TRAFFIC
28.
27.
26.
25.
24.
23.
22.
21.
20.
19.
18.
17.
16.
15.
14.
13.
12.
11.
10.OPERATIONAL SEQUENCING FOR EMERGENCY FAST OPERATION
CONTROL
TRAFFIC GUARD REACTIONCONTAINED
THREAT
TIMELINE (SEC) 4 5 6 7 10
100dB HORN
DARK
SILENT
ALTERNATING FLASHING YELLOW
ACTIVATED
1 2 3
ACTIVE VEHICLE BARRIER NON-DEPLOYED DEPLOYING DEPLOYED
INBOUND
SCHEME
SAFETY
SIGNAL
TRAFFIC
INTERSECTION
8 9-
OPS
NORMAL YELLOW CHANGE
(MUTCD MINIMUM) SAFETY
ALL RED
BARRIER
DEPLOYING
GREENTRAFFIC SIGNAL YELLOW RED
DARK(POLE 1)
NO RIGHT TURN LED BLANKOUT
SIGN WITH BEACONS
WARNING
ILLUMINATED
CONTROL
TRAFFIC
TIMELINE (SEC) 4 5 6 7
DARK ALTERNATING FLASHING YELLOWSIGN WITH BEACONS
WARNING
1 2 3
ACTIVE VEHICLE BARRIER
TRAFFIC SIGNAL
(POLE 5)
NO RIGHT TURN LED BLANKOUT
8 9 10-11-
OPS
NORMAL
THREAT (EFO BUTTON)
REACTION TIME TO
GUARD PERCEPTION AND
(MUTCD MINIMUM)
YELLOW CHANGEALL RED SAFETY
BARRIER
DEPLOYING
CONTAINED
THREAT
12
GREEN YELLOW RED ALL RED
NON-DEPLOYED DEPLOYEDDEPLOYING
DARK ILLUMINATED
OUTBOUND
SCHEME
SAFETY
SIGNAL
TRAFFIC
INTERSECTION
OPERATIONAL SEQUENCING FOR EMERGENCY FAST OPERATION
DARK ILLUMINATED(POLE 4)
NO LEFT TURN LED BLANKOUT
INSIDE OF THE PASSIVE BARRIER SHALL UTILIZE BREAK-AWAY SUPPORTS.
ALL TRAFFIC CONTROL DEVICES AND POLES INSTALLED NEXT TO THE ROADWAY AND
SIGHT DISTANCE.
ALL PASSIVE BARRIERS PLACED AT INTERSECTION MUST NOT OBSTRUCT INTERSECTION
CURRENT STANDARD AT THAT TIME.
IN-PLACE UNTIL THE END OF THEIR USEFUL SERVICE LIFE. REPLACE WITH
SAFETY SCHEMES ARE CONSIDERED GRANDFATHERED IN AND MAY REMAIN
EXISTING SIGNS AND MARKINGS CONFORMING TO EARLIER VERSIONS OF SDDCTEA
TO RESET IN MAINLINE GREEN ONCE ALL AVBS HAVE BEEN FULLY RETRACTED.
OPERATIONAL SEQUENCE 12 UNTIL THE SYSTEM IS RESET. NORMAL OPERATIONS
ALL DEVICES TO REMAIN IN INBOUND OPERATIONAL SEQUENCE 10 AND OUTBOUND
MAY BE COMPLETED BEYOND INBOUND OPERATIONAL SEQUENCE 10.
"FLASHING DON'T WALK" (FDW) INTERVAL. NORMAL FDW SHALL BE PROVIDED AND
ALL "WALK" INDICATIONS WILL IMMEDIATELY TRANSITION TO
OPERATIONAL SEQUENCE 4.
SEQUENCE 4 IF THE SIGNAL IS FLASHING, TRANSITION TO INBOUND
CEASE THE GREEN INTERVAL AND TRANSITION TO INBOUND OPERATIONAL
UPON EFO ACTIVATION, ALL INTERSECTION TRAFFIC SIGNALS WILL IMMEDIATELY
SIGNAL TO RUN NORMAL PHASING PLAN WHEN EFO IS NOT ACTIVATED.
OPERATION.
SIGNS AND SIGNAL INDICATIONS MAY VARY BASED ON THE SPECIFIC PHASING
SIGNAL.
INTERSECTION SIGNALIZATION GOES TO ALL-RED IN COORDINATION WITH THE AVB
SHALL BE CALCULATED IN ACCORDANCE WITH LOCAL PRACTICE.
FINAL YELLOW AND RED CLEARANCE INTERVALS FOR NORMAL OPERATIONS
TRAFFIC ENGINEER. PLANS SHALL BE REVIEWED BY SDDCTEA.
FINAL DESIGN AND OPERATIONAL ANALYSIS SHALL BE PERFORMED BY A QUALIFIED
DISCOURAGE LANE CHANGING.
FOR MULTI-LANE ROADWAYS, UTILIZE A SOLID WHITE LINE BETWEEN LANES TO
CONJUNCTION WITH SAFETY LOOP DETECTION.
UNDER EFO CONDITION, AVBS SHALL BE DESIGNED TO OPERATE INDEPENDENTLY IN
POSTED SPEEDS HIGHER THAN 25 MPH.
DESIGN IS BASED ON A 25 MPH DESIGN SPEED. SDDCTEA APPROVAL REQUIRED FOR
MARKINGS AND DETECTION LOOPS) REQUIRE APPROVAL THROUGH SDDCTEA.
ALTERATION IN TRAFFIC CONTROL (SIGNALS, BEACONS, SIGNING,
PLAN DETAILS ARE TYPICAL AND MAY BE ADJUSTED TO MEET SITE CONDITIONS. ANY
WITH RETROREFLECTIVE STRIP. 12-INCH INDICATIONS SHALL BE USED.
ALL SIGNALS SHALL BE LED AND HAVE FULL CIRCLE TUNNEL VISORS WITH BACKPLATES
MODEL, AND MANUFACTURER.
AVB EQUIPMENT WIDTHS SHOWN ON SECTION A1-A1 VARY BY AVB TYPE,
EQUIPMENT SHALL CONFORM TO THE STATE DOT OR LOCAL STANDARDS.
DESIGN, CONSTRUCTION AND MATERIALS FOR TRAFFIC CONTROL AND RELATED
LED BLANK-OUT SIGN SHALL NOT AUTOMATICALLY DIM.
OCONUS - EUROPEAN VERSION33
4
Main St
2
Side St
3
Side St
TRAFFIC
OUTBOUNDTRAFFIC
OUTBOUND
TRAFFIC
INBOUND
10'-12'10'-12'
MEDIAN
8' MIN 10'-12'
TRAFFIC
INBOUND
TRAFFIC
INBOUND
17'-
19'
MO
UN
TIN
G
HEIG
HT (T
YP)
C
13
SECTION A1-A1NOT TO SCALE
10'-12'10'-12'
30'
MINIM
UM
MO
UN
TIN
G
HEIG
HT (L
UMIN
AIR
E)(T
YP)
SIGNAL
PED.
SIGNAL
PED.
SIGNAL
PED.
SIGNALPED.
SCHEME
SIGNAL SAFETY
INTERSECTION TRAFFIC
5
Main St
C
SIGNALPED.
D
13 OCONUS - EUROPEAN VERSION
INBOUND
OUTBOUND
59'
A3
A
C
A1
D
A2
155' MINIMUM
A
A
1
1
1
2
2
2
D
E
A3
DETAIL B
100'
A2A1
BL
BL
5
2
43
1
LOOP DETECTION AREA NUMBER
WHITE CROSSHATCHING PAVEMENT MARKINGS
LEGEND
QUADRUPOLE INDUCTIVE LOOP DETECTOR
PASSIVE BARRIER
DOUBLE FACED GUARDRAIL
IMPACT ATTENUATOR
POST MOUNTED SIGN
STOP LINE PAVEMENT MARKING
STRUCTURE MOUNTED SIGN
POLE-MOUNTED SIGN WITH LUMINAIRE
MAST ARM WITH LUMINAIRE
TRAFFIC SIGNAL
OPTIONAL SIGN*
BR ABR
6
7
*
*
X
XX
SAFETY SCHEME DETAIL
>>>>
ACTIVE VEHICLE BARRIER AND EQUIPMENT
#
>>>>
>>>>
>>>>
HYBRID BEACON
DETAIL A
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
7 AUGUST 2019
VERIFY CURRENT VERSION WITH SDDCTEA.
SCHEME LAYOUT IS SUBJECT TO CHANGE.
NOTES
DC
A BRBBL
E
SIGNALBARRIER
900MM X 600MM
LATION
TRANS-
NATION
HOST
600MM X 750MM
LATION
TRANS-
NATION
HOST
600MM X 750MM
900MM
LED BLANK-OUT SIGN
900MM X 900MMTRANSLATION
NATION
HOST
BEACON SAFETY SCHEME
TRAFFIC SIGNAL/HYBRID
COMBINATION INTERSECTION
BARRIER SHALL UTILIZE BREAK-AWAY SUPPORTS.
ALL TRAFFIC CONTROL DEVICES AND POLES INSTALLED NEXT TO THE ROADWAY AND INSIDE OF THE PASSIVE
MEDIAN LENGTH SHALL EXTEND AT LEAST 25 FEET PRIOR TO THE STOP LINE ON EACH APPROACH.
INFRARED CAMERAS OR RADAR MAY BE USED IN LIEU OF LOOP DETECTORS.
SEQUENCING FOR EFO SHOWN ON THE FOLLOWING PAGES.
SECTION A1-A1, A2-A2, A3-A3, MAST ARM DETAILS, DETAIL A, DETAIL B AND OPERATIONAL
LOOP 1 - ENTRY SAFETY LOOP, LOOP 2 - EXIT SAFETY LOOP.
ALL PAVEMENT MARKINGS SHALL BE RETROREFLECTIVE AND DESIGNED TO ENHANCE TRACTION.
OBJECT MARKERS ARE REQUIRED ON NORMALLY EXPOSED ACTIVE VEHICLE BARRIER EQUIPMENT.
PER SDDCTEA PAMPLET 55-15.
ALTERNATING RED AND WHITE TYPE X RETROREFLECTIVE SHEETING REQUIRED ON ACTIVE VEHICLE BARRIERS AS
REGULATIONS.
SIGNS, SIGNALS, AND PAVEMENT MARKINGS SHALL CONFORM TO SDDCTEA PAMPHLET 55-15 AND LOCAL
SECONDS, AND BE DIRECTED TOWARDS ONCOMING TRAFFIC FOR BOTH DIRECTIONS.
WHEN EFO IS ACTIVATED, A 100db AUDIBLE ALARM LOCATED AT THE AVB SHALL SOUND FOR AT LEAST 10
ACTIVE VEHICLE BARRIER INTERFACES.
REFER TO ARMY STANDARD DESIGN CRITERIA FOR DETAILS ON PASSIVE BARRIER AND
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
(OPTIONAL)
LED BLANK-OUT SIGN
900MM
OCONUS - EUROPEAN VERSION
OPERATIONAL SEQUENCING FOR EMERGENCY FAST OPERATION
CONTROL
TRAFFIC GUARD REACTIONCONTAINED
THREAT
TIMELINE (SEC) 4 5 6 7 10
100dB HORN
DARK
SILENT
ALTERNATING FLASHING YELLOW
ACTIVATED
SIGN WITH BEACONS
W3-3A-TEA WARNING
1 2 3
ACTIVE VEHICLE BARRIER NON-DEPLOYED DEPLOYING DEPLOYED
INBOUND
SCHEME
SAFETY
SIGNAL
TRAFFIC
INTERSECTION
8 9-
OPS
NORMAL YELLOW CHANGE
(MUTCD MINIMUM) SAFETY
ALL RED
BARRIER
DEPLOYING
GREENTRAFFIC SIGNAL YELLOW RED
DARK R10-11 ILLUMINATED(POLE 1)
NO RIGHT TURN LED BLANKOUT
OPERATIONAL SEQUENCING FOR EMERGENCY FAST OPERATION
CONTROL
TRAFFIC GUARD REACTIONBARRIER
DEPLOYING
CONTAINED
THREAT
TIMELINE (SEC) 4 5 6 7 8
LED BLANK-OUT SIGN
DO NOT ENTER
100dB HORN
DARK
DARK
SILENT
ALTERNATING FLASHING YELLOW
ILLUMINATED
"DO NOT ENTER"
ACTIVATED
SIGN WITH BEACONS
W3-3A-TEA WARNING
1 2 3
INTERVAL
SAFETY
SCHEME
SAFETY
BEACON
HYBRID
TWO-LANE
HYBRID BEACON
ACTIVE VEHICLE BARRIER
DARK
NON-DEPLOYED DEPLOYING DEPLOYED
FLASHING RED
ALTERNATING
YELLOW
SOLID
NOTES CONT'D
E
1 2
Side St
3
Side St
15
5
Main St
4
Main St
SIGNAL
PED.
SIGNAL
PED.
SIGNAL
PED.
SIGNAL
PED.
32
BEACON SAFETY SCHEME
TRAFFIC SIGNAL/HYBRID
COMBINATION INTERSECTION
28.
27.
26.
25.
24.
23.
22.
21.
20.
19.
18.
17.
16.
15.
14.
13.
12.
OPERATIONAL SEQUENCING FOR EMERGENCY FAST OPERATION
CONTROL
TRAFFIC GUARD REACTIONCONTAINED
THREAT
TIMELINE (SEC) 4 5 6 7 10
100dB HORN
DARK
SILENT
ALTERNATING FLASHING YELLOW
ACTIVATED
1 2 3
ACTIVE VEHICLE BARRIER NON-DEPLOYED DEPLOYING DEPLOYED
INBOUND
SCHEME
SAFETY
SIGNAL
TRAFFIC
INTERSECTION
8 9-
OPS
NORMAL YELLOW CHANGE
(MUTCD MINIMUM) SAFETY
ALL RED
BARRIER
DEPLOYING
GREENTRAFFIC SIGNAL YELLOW RED
DARK(POLE 1)
NO RIGHT TURN LED BLANKOUT
OPERATIONAL SEQUENCING FOR EMERGENCY FAST OPERATION
CONTROL
TRAFFIC GUARD REACTIONBARRIER
DEPLOYING
CONTAINED
THREAT
TIMELINE (SEC) 4 5 6 7 8
LED BLANK-OUT SIGN
DO NOT ENTER
100dB HORN
DARK
DARK
SILENT
ALTERNATING FLASHING YELLOW
ILLUMINATED
"DO NOT ENTER"
ACTIVATED
SIGN WITH BEACONS
WARNING
1 2 3
INTERVAL
SAFETY
SCHEME
SAFETY
BEACON
HYBRID
TWO-LANE
HYBRID BEACON
ACTIVE VEHICLE BARRIER
DARK
NON-DEPLOYED DEPLOYING DEPLOYED
FLASHING RED
ALTERNATING
YELLOW
SOLID
SIGN WITH BEACONS
WARNING
ILLUMINATED
NOT OBSTRUCT INTERSECTION SIGHT DISTANCE.
ALL PASSIVE BARRIERS PLACED AT INTERSECTION MUST
RETRACTED.
IN MAINLINE GREEN ONCE ALL AVBS HAVE BEEN FULLY
UNTIL THE SYSTEM IS RESET. NORMAL OPERATIONS TO RESET
SEQUENCE 10 AND OUTBOUND OPERATIONAL SEQUENCE 8
ALL DEVICES TO REMAIN IN INBOUND OPERATIONAL
INBOUND OPERATIONAL SEQUENCE 10.
SHALL BE PROVIDED AND MAY BE COMPLETED BEYOND
"FLASHING DON'T WALK" (FDW) INTERVAL. NORMAL FDW
ALL "WALK" INDICATIONS WILL IMMEDIATELY TRANSITION TO
OPERATIONAL SEQUENCE 4.
IF THE SIGNAL IS FLASHING TRANSITION TO INBOUND
TRANSITION TO INBOUND OPERATIONAL SEQUENCE 4.
WILL IMMEDIATELY CEASE THE GREEN INTERVAL AND
UPON EFO ACTIVATION, ALL INTERSECTION TRAFFIC SIGNALS
ACTIVATED.
SIGNAL TO RUN NORMAL PHASING PLAN WHEN EFO IS NOT
SPECIFIC PHASING OPERATION.
SIGNS AND SIGNAL INDICATIONS MAY VARY BASED ON THE
COORDINATION WITH THE AVB SIGNAL.
INTERSECTION SIGNALIZATION GOES TO ALL-RED IN
CALCULATED IN ACCORDANCE WITH LOCAL PRACTICE.
NORMAL INTERSECTION OPERATIONS SHALL BE
FINAL YELLOW AND RED CLEARANCE INTERVALS FOR
SHALL BE REVIEWED BY SDDCTEA.
PERFORMED BY A QUALIFIED TRAFFIC ENGINEER. PLANS
FINAL DESIGN AND OPERATIONAL ANALYSIS SHALL BE
BETWEEN LANES TO DISCOURAGE LANE CHANGING.
FOR MULTI-LANE ROADWAYS, UTILIZE A SOLID WHITE LINE
LOOP DETECTION.
OPERATE INDEPENDENTLY IN CONJUNCTION WITH SAFETY
UNDER EFO CONDITION, AVBS SHALL BE DESIGNED TO
25 MPH.
APPROVAL REQUIRE FOR POSTED SPEEDS HIGHER THAN
DESIGN IS BASED ON A 25 MPH DESIGN SPEED. SDDCTEA
DETECTION LOOPS) REQUIRE APPROVAL THROUGH SDDCTEA.
(SIGNALS, BEACONS, SIGNING, MARKINGS AND
SITE CONDITIONS. ANY ALTERATION IN TRAFFIC CONTROL
PLAN DETAILS ARE TYPICAL AND MAY BE ADJUSTED TO MEET
STRIP. 12-INCH INDICATIONS SHALL BE USED.
TUNNEL VISORS WITH BACKPLATES WITH RETROREFLECTIVE
ALL SIGNALS SHALL BE LED AND HAVE FULL CIRCLE
AND A3-A3 VARY BY AVB TYPE, MODEL, AND MANUFACTURER.
AVB EQUIPMENT WIDTHS SHOWN ON SECTION A1-A1
THE STATE DOT OR LOCAL STANDARDS.
CONTROL AND RELATED EQUIPMENT SHALL CONFORM TO
DESIGN, CONSTRUCTION AND MATERIALS FOR TRAFFIC
DIM.
LED BLANK-OUT SIGN, IF USED, SHALL NOT AUTOMATICALLY
OCONUS - EUROPEAN VERSION
30'
42'
2' 2'6'
2'6'
2'
DETAIL A
1' (TYP)
2' (TYP)
42'
DETAIL B
2'
8'76'2'4' (TYP)
2'6'2'
1' (TYP)
6' (TYP)
2
2
2
1
1
1
1
1
2
2
6' (TYP)
TRAFFIC
INBOUND
TRAFFIC
OUTBOUND
(TYP)
AVB EQUIPMENT
6' MIN
BARRIER (TYP)
PASSIVE
10'-12' 10'-12'
D
30'
MO
UN
TIN
G
HEIG
HT
MIN (L
UMIN
AIR
E)
10'-12' 10'-12'
TRAFFIC
INBOUND
TRAFFIC
OUTBOUND
SECTION A1-A1NOT TO SCALE
TRAFFIC
INBOUND
TRAFFIC
OUTBOUND NOT TO SCALE
SECTION A3-A3
BARRIER (TYP)
PASSIVE
6' MIN
(TYP)
AVB EQUIPMENT
10'-12'10'-12' 10'-12' 10'-12' 10'-12'
TRAFFIC
INBOUND
TRAFFIC
OUTBOUND
6' MIN 10'-12'
BARRIER (TYP)
PASSIVE
NOT TO SCALE
SECTION A2-A2
10'-12'
TRAFFIC
INBOUND
TRAFFIC
OUTBOUND
30'
MINIM
UM
MO
UN
TIN
G
HEIG
HT (L
UMIN
AIR
E)
C
10'-12'10'-12'
(TYP)
12" SIGNAL INDICATIONS
HYBRID BEACON -
17'-
19'
MO
UN
TIN
G
HEIG
HT
6
33
BEACON SAFETY SCHEME
TRAFFIC SIGNAL/HYBRID
COMBINATION INTERSECTION
5'
7
D* *