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DPWH Pedestrian

The document provides guidelines for installing pedestrian crossing markings along national roads in the Philippines. It defines two types of markings: zebra markings for unsignalized crossings and crosswalk markings for signalized crossings. It outlines specifications for the markings and provides diagrams. It also gives criteria for when and where to install different types of pedestrian crossings and islands at intersections.
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0% found this document useful (0 votes)
4K views10 pages

DPWH Pedestrian

The document provides guidelines for installing pedestrian crossing markings along national roads in the Philippines. It defines two types of markings: zebra markings for unsignalized crossings and crosswalk markings for signalized crossings. It outlines specifications for the markings and provides diagrams. It also gives criteria for when and where to install different types of pedestrian crossings and islands at intersections.
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as PDF, TXT or read online on Scribd
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REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
OFFICE OF THE SECRETARY
MANILA
iDEe 01 2011..

DEPARTMENT ORDER) SUBJECT: GUIDELINES IN THE


INSTALLATION OF PEDESTRIAN
No. 62
Series of 201M ~.t>I1f
~
)
CROSSING MARKINGS ALONG
NATIONAL ROADS
x-x-x-x-x-x-~-x-x-x- )

In order to set a standard for the proper installation of pedestrian crossing markings along
national roads, the following guidelines are hereby prescribed for the guidance of all
concerned:

1. Pedestrian crossing markings shall consist of Zebra for non-signalized crossing and
Crosswalk for signalized crossing with the following detailed descriptions.

1.1 Zebra - Consists of a series of longitudinal bars 300 millimeters (for speed less
than 60.0 kph) or 600 millimeters (for speed more than 60.0 kph) wide and
generally not less than 4.0 meters long. The bars are placed parallel to the road
center line with gaps of equal width between bars. (Figure 1)

1.2 Crosswalk - Defined by a pair of solid white lines across the road surface not less
than 4.0 meters and not more than 8.0 meters apart, 150 millimeters (for speed
less than 60.0 kph) or 300 millimeters (for speed more than 60.0 kph) in width.
(Figure 2)

2. A pedestrian zebra crossing shall be installed under any of the following conditions
during peak hours of an average day:

2.1 The number of pedestrians crossing within 30.0 meters of the proposed site
exceeds one hundred fifty (150) persons per hour.

2.2 The number of vehicles in one direction of the carriageway where there are
concentration of pedestrians, exceeds eight hundred (800) vehicles per hour.

However, such crossing shall not be installed within 500 meters of any other
pedestrian facility in order to provide a longer distance of continuous and
uninterrupted flow of vehicular traffic.

3. Pedestrian crossing markings at road intersections without channelized islands (median


and corner islands) shall be placed outside the intersection area at least 2.0 meters
setback from the edge of the carriageway of the intersecting road. (Figures 3 and 4)

4. In channelized road intersections with corner island, pedestrian crossing markings


shall be placed/connected with the corner island (Figures 5 and 6) to aid pedestrians in
crossing large pavement area and in determining correct vehicle paths.
Dept Order No. 62 S. 2011 Page 212

4. In channelized road intersections with comer island, pedestrian crossing markings


shall be placed/connected with the comer island (Figures 5 and 6) to aid pedestrians in
crossing large pavement area and in determining correct vehicle paths.

5. Mid-block pedestrian crossing marking shall be provided at locations where


pedestrians are normally concentrated, but should not be placed on or adjacent to
horizontal and vertical curves that limit the sight distance in either direction.

6. Median island which serves as pedestrian refuge shall be installed on carriageway with
more than one lane in each direction, provided that it satisfies any of the following:
(Figures 5 and 6)

6.1 During peak hours of an average day. the number of vehicles exceeds one
thousand (1,000) per hour.

6.2 There is a history of accidents involving pedestrian waiting in the center of the
road before completing the crossing.

7. In conjunction with pedestrian crossing marking, a stop line should be placed across
the appropriate portion of the roadway at positions where vehicles are required to stop.
A stop line is a solid white line 450 millimeters wide on urban roads and 600
millimeters wide on rural roads. The stop line should be placed at 1.50 meters from
the nearest pedestrian lane except for mid-block pedestrian actuated signals where the
stop line should be placed 3.0 meters before the nearest pedestrian crossing line.
(Figure 7)

This Order shall take effect immediately.

OGE\.IO L. SINGSON
Secretary

II 111mIIIIIII1I
WIN1R00571
Attachment: D.O. No. 62 5.2011 Page 1 of 7

EDGE LINE EDGE LINE EDGE LINE

-----3~ ----_.~~ -----~~


EDGE L1Nl c l EDGE L1Nl c ~l EDGE L1Nl c l

CATEGORY FOR SPEED < 60KPH FOR SPEED> 60KPH


A 300 mm 600 mm
B 300 mm 600 mm
C (Minimun) 4.0m 4.0m

UNSIGNALIZED PEDESTRIAN CROSSING, ZEBRA TYPE


FIGURE 1
Attachment: D.O. No. 62 8.2011 Page 2 of 7

SOLID WHITE LINE CROSSWALK


~ CENTER LINE
=
w 150mm, For SPEED < 60 Kph
~ PAVEMENT EDGE
=
w 300mm, For SPEED> 60Kph

~ SHOULDER EDGE
4.00-8.00m 1.50 1 30.00m

SHOULDER

~
"-
,1/
- /
-, ,
/
----

., /
"-

,/

,/ SHOULDER

30.00m .50rr

.., .., <... ~ STOP LINE FOR VEHICLES


w W

SIGNALIZED PEDESTRIAN CROSSING, CROSSWALK TYPE


FIGURE 2
Attachment: D.O. No. 62 8.2011 Page 3 of 7

1.45m 4.00m 4.00m 1.50m


(Minimum) (Minimum)
r--
2.00m SHOULDER I SIDEWALK

t:
EDGE LINE

t-
3.50m
2.00m 2.00m

3.50m

~ EDGE LINE

2.00m SHOULDER I SIDEWALK


{-- 2.00m

4. OOm (Minimum)

1IIIInili 1.45m (Minimum)


ZEBRA TYPE PEDESTRIAN CROSSING

STOP LINE
(f) (f)
I I
0 0
C C
r r
0 0
m m

-
;:0
(f)

0
-
;:0
(f)

0
m m
~
r
~
r
A A

TYPICAL ZEBRA TYPE PEDESTRIAN CROSSING


( WITHOUT CORNER ISLAND)

FIGURE 3
Attachment: D.O. No. 62 S.2011 Page 4 of 7

1.50m 4.00m 2.00m 2.00m 400m 1.50m


(Minimum) (Minimum)

SHOULDER I SIDEWALK

EDGElINE~
~
'II

-- ----

t--

S EDGE LINE , 2
I' .:
SHOULDER I SIDEWALK
\ 2.00m
J
I
4.00m (Minimum)
~SOLID WHITE LINE CROSSING
J w = 150MM FOR SPEED < 60Kph
1.50m (Minimum) w = 300MM FOR SPEED > 60Kph

I'

T ~STOP LINE

1 tI

-v I '---

TYPICAL CROSSWALK MARKING


( WITHOUT CORNER ISLAND)

FIGURE 4
MEDIAN ISLAND
Attachment: D.O. No. 62 8.2011 Page 5 of 7
1.50m 4.00m2.00m 2.00m4.00m1.50m
(in. (~in.) (Min.) MI.)
~

r
2.00m

6.70m - - -
- -
SHOULDER I SIDEWALK
EDGE LINE

L
2.00m

r
6.70m

L
2.00m
EDGELINE

SHOULDER I SIDEWALK
-
- -
r-
111111111 Ifliiifllill ZEBRA TYPE PEDESTRIAN CROSSING
.50m(~i .)

STOP LINE

(j) (j)
CORNER ISLAND
I I
o o
C
r
o
m
I I C
r:
o
m

-6
;0
(j)
;0

~
o
m rn
~
r
~
r
;>:; ;>:;
m
s
m
r-
Z
m

TYPICAL ZEBRA TYPE PEDESTRIAN CROSSING


(WITH CORNER ISLAND)

FIGURE 5
Attachment: 0.0. No. 62 5.2011 Page 6 of 7

MEDIAN ISLAND
.OOm 4.00m
(Min.) 2.00m 2.00m (Min.) 1.50m
( in. (Mi .)
~
2.00m SHOULDERI SIDEWALK

r - - EDGE LINE

-
6.70m

L
r
2.00m

6.70m

L
2.00m
r-
EDGELINE

SHOULDERI SIDEWALK
-
SOLID WHITE LINE CROSSWALK

STOP LINE

CORNER ISLAND
(j) (j)
I I
o o
C
r
o
m
1 C
r
o
m

-is
;0
(j) -is
;0
(j)

m m
~
r
~
r
::>\ ::>\

TYPICAL PEDESTRIAN CROSSWALK MARKING


( WITH CORNER ISLAND)

FIGURE 6
Attachment: D.O. No. 62 5.2011 Page 7 of7

1CENTER LINE
I SOLID WHITE LINE CROSSWALK
w = 150mm, For SPEED < 60 Kph
1PAVEMENT EDGE
w = 300mm, For SPEED> 60Kph

~SHOULDER EDGE
4.00-8.00m D 30.00m

I"-
J , \. /

r
2. OOm ,/
SHOULDER

3.5 Om II
/

,/
" I
- / /
----
/1'
" " /1"

3.5 Om
/
<,

L
2.0 Om
)-
\. /

, /
..., c,
SHOULDER

D
r STOP LINE FOR VEHICLES
w = 450mm For Urban
D = 1.50 m For Intersections w = 600mm For Rural
D = 3.0 m For Mid-Block
SOLID LINE MARKINGS ~

STOP LINES AT PEDESTRIAN CROSSING


FIGURE 7
Attachment: D.O. No. 62 5.2011 Page 7 of7

1CENTER LINE
I SOLID WHITE LINE CROSSWALK
w = 150mm, For SPEED < 60 Kph
1PAVEMENT EDGE
w = 300mm, For SPEED> 60Kph

--l]SHOULDER EDGE
4.00-8.00m D 30.00m

I"-
J , \. /

r
2. OOm ,/
SHOULDER

3.5 Om II
/
-,
,/
- / /
----
/1'
" "' /i"

3.5 Om
/
<,

L
2.0 Om
)-
\. /

, /
., c,
SHOULDER

D
r STOP LINE FOR VEHICLES
w = 450mm For Urban
D = 1.50 m For Intersections w = 600mm For Rural
D = 3.0 m For Mid-Block
SOLID LINE MARKINGS ~

STOP LINES AT PEDESTRIAN CROSSING


FIGURE 7

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