July 2012

PAGE INTERIM STANDARD REVISION
107.01 IIS01_04 PB-1 CLARIFIED AREA FOR BACKFILL
FOR PLASTIC PIPE
203.08A IIS02_05 CG-12 ADDED NOTE CLARIFYING THE
USE OF DETECTABLE WARNINGS ON
CUT THROUGH ‘S LESS THAN 6’
301.07 IIS03_01 PR-3 TRANSVERSE STEEL SPACING
CHANGED TO 36” C-C.
SECTION B-B CHANGED 10’ TO 8’
SECTION B-B CHANGED 32” TO 38”
301.09 IIS03_02 PR-3 ADJUSTED NOTE LOCATIONS
301.10 IIS03_08 PR-4 TRANSVERSE STEEL SPACING
CHANGED TO 48” C-C.
SECTION B-B CHANGED 10’ TO 8’
SECTION B-B CHANGED 38” TO 46”
301.12 IIS03_09 PR-4 ADJUSTED NOTE LOCATIONS
305.01 IIS03_07 ACOT-1 REVISED NOTES 1-5
ADDED NOTE FOR BRIDGE TERMINI
501.09 IIS05_05 GR-6 SECTION A-A CHANGED TO 6:1 SLOPE
ADDED “BACK SLOPE HGT 4’-0” MIN.
PLAN VIEW CLARIFIED 12.5:1 FLARE,
ADDED 2:1 OR STEEPER BACK SLOPE,
AND CLARIFIED FRONT SLOPE.
501.10 IIS05_07 GR-6 DETAIL F TAPER REMOVED
SECTION D-D REVISED TO 2:1 SLOPE
SECTION E-E REVISED TO 2:1 SLOPE
501.11 IIS05_21 GR-7 NOTE 2 ADDED “D” FOR HEIGHT
TOLERANCE OF 27 ¾” – 28 ¾”
501.16 IIS05_22 GR-9 NOTE 2 ADDED “D” FOR HEIGHT
TOLERANCE OF 27 ¾” – 28 ¾”
Page 2 of 3

A-
FLAT SLAB TOP WITH FRAME AND GRATE (T-DI-1)
B-
DROP INLET TOP UNIT (T-DI-2)
C - THROAT FACE BLOCK (T-DI-3,4)
D-
CURB DROP INLET THROAT SECTION (T-DI-3,4)
E-
SPACER UNIT (T-MH-2)
F-
FLAT SLAB TOP WITH HOLE (T-MH-2)
G-
DROP INLET TOP UNIT (T-DI-5)
I-
DROP INLET TOP UNIT (T-DI-7)
J-
FLAT SLAB TOP UNIT (T-MH-2)
K-
MANHOLE FRAME AND COVER (T-MH-1)
L-
SPACER UNIT (T-MH-2)
M-
CONCENTRIC TAPER UNIT (T-MH-2)
N-
ECCENTRIC TAPER UNIT (T-MH-2)
O-
RISER UNIT (R-1)
P-
FLAT SLAB REDUCER (R-2)
Q-
TAPER REDUCER (R-3)
R-
MONOLITHIC BASE UNIT - OVER 4’ DIA. (B-1)
S-
DOGHOUSE BASE UNIT - OVER 4’ DIA. (B-2)
T-
FOOTING (B-2)
U-
TEE SECTION BASE UNIT (B-3)
V-
MONOLITHIC BASE UNIT - OVER 4’ DIA. (B-1)
W-
DOGHOUSE BASE UNIT - OVER 4’ DIA. (B-2)
X-
FOOTING (B-2)
ALTERNATE JOINT DETAIL
PRECAST STRUCTURES WILL CONFORM TO SECTION 302 OF THE SPECIFICATIONS.
THE MANUFACTURER WILL HAVE THE OPTION OF SELECTING THE COMBINATION OF
PRECAST UNITS TO COMPLETE A STRUCTURE UNLESS OTHERWISE NOTED ON THE
PLANS.
THE "H" (LINEAR FEET FOR MANHOLES) DIMENSION SHOWN ON THE STANDARDS
AND SPECIFIED ON THE PLANS WILL BE MEASURED FROM THE INVERT OF THE
OUTFALL PIPE TO THE TOP OF THE MASONARY STRUCTURE. PLAN "H" DIMENSIONS
ARE APPROXIMATE ONLY FOR ESTIMATING PURPOSES AND THE ACTUAL DIMENSIONS
SHALL BE DETERMINED BY THE CONTRACTOR FROM FIELD CONDITIONS.
IN THE EVENT THE INVERT OF THE OUTFALL PIPE IS HIGHER THAN THE BOTTOM OF
THE STRUCTURE, THE INVERT OF THE STRUCTURE SHALL BE SHAPED WITH CEMENT
MORTAR TO PREVENT STANDING OR PONDING OF WATER IN THE STRUCTURE. THIS
WILL APPLY TO ALL STRUCTURES MEETING THIS CONDITION AND IS NOT TO BE
CONFUSED WITH STANDARD IS-1 THE COST FOR INVERT SHAPING SHALL BE INCLUDED
IN THE PRICE BID FOR THE STRUCTURE.
WHEN SPECIFIED ON THE PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE
WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS
INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE PRICE BID FOR THE
STRUCTURE.
ALL PRECAST STRUCTURES TO BE CONSTRUCTED WITH 4000 PSI MINIMUM CONCRETE.
STEPS IN ACCORDANCE WITH STANDARD ST-1 ARE TO BE PROVIDED IN ALL MANHOLES
AND IN ALL DROP INLETS WITH AN "H" DIMENSION OF 4’-0" OR GREATER.
SPECIFICATION
REFERENCE
LEGEND PAGE
GENERAL NOTES - PRECAST
VIRGINIA DEPARTMENT OF TRANSPORTATION
103.03
103.04
103.05, 103.06
103.05, 103.06
103.09
103.09
103.07
103.08
103.09
106.02 THRU 106.06
103.09
103.09
103.09
103.10
103.10
103.10
103.11
103.11
103.11
103.12
103.11
103.11
103.11
103.03
3" DIAMETER WEEP HOLES WILL BE REQUIRED IN PRECAST STRUCTURE’S LOCATED
ADJACENT TO THE PAVEMENT TO DRAIN THE SUBBASE. PLACEMENT OF WEEP HOLES IN
THE PRECAST UNIT WILL BE DETERMINED BY THE PROXIMITY OF THE STRUCTURE
TO THE SUBBASE. WEEP HOLES MAY ALSO BE REQUIRED IN OTHER STRUCTURES
WHEN CALLED FOR ON THE PLANS OR DIRECTED BY THE ENGINEER.
WEEP HOLES WILL HAVE 12" X 12" PLASTIC HARDWARE CLOTH, " MESH
OR GALVANIZED STEEL WIRE, MINIMUM WIRE DIAMETER 0.03", NUMBER 4 MESH
HARDWARE CLOTH ANCHORED FIRMLY TO OUTSIDE OF STRUCTURE.
PRECAST UNITS LOCATED ADJACENT TO CAST-IN-PLACE CONCRETE ITEMS, SUCH
AS FLUMES, DITCHES, GUTTERS, AND SIDEWALKS SHALL BE CONNECTED TO THE
ADJACENT UNIT BY MEANS OF NO. 4 SMOOTH STEEL DOWELS SPACED ON
APPROXIMATELY 12" CENTERS THROUGHOUT THE CONTACT LENGTH AND EXTENDING
AT LEAST 4" INTO BOTH THE PRECAST UNIT TO RECEIVE THE
DOWELS, THEY SHALL NOT EXCEED " DIAMETER.
THE STANDARD SAFETY SLAB (SL-1) IS TO BE USED ONLY WHEN SPECIFIED IN THE
PLANS ON THE DRAINAGE SUMMARY SHEET AND/OR THE DRAINAGE DESCRIPTION.
REFER TO STANDARD SL-1 FOR SAFETY SLAB INFORMATION.
" CHAMFER MAY BE PROVIDED ON ALL EDGES AT MANUFACTURER’S OPTION.
GENERAL NOTES - PRECAST ROAD AND BRIDGE STANDARDS
REVISION DATE
07/12
SHEET 1 OF 1
103.02

D 12"
D + 12"
+
PB-1
D/2
MIN. 1/10 D
D/2
MIN. 1/10 D
TOP OF FILL
GROUND LINE
H
X D X
H
TOP OF FILL
EARTH
EARTH
MIN. 1/10 D
TOP OF FILL
GROUND LINE
H
X D X
MIN. 1.5 x D MIN.1.5 x D MIN.1.5 x D MIN.1.5 x D
X D X
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 4
107.01
d
d
REVISION DATE
4"
4"
BEDDING
MATERIAL
BEDDING
MATERIAL
BEDDING MATERIAL IN ACCORDANCE WITH
SECTION 302 OF THE ROAD AND BRIDGE
SPECIFICATIONS.
CLASS BACKFILL MATERIAL IN ACCORDANCE
WITH SECTION 302 OF THE ROAD AND BRIDGE
SPECIFICATIONS.
NO PROJECTION OF PIPE ABOVE GROUND LINE
D 12"
+
D + 12"
D/2
MIN.
1/10 D
D/2
H
d
" PER 1’ OF H
MIN. 8", MAX. 24"
NORMAL EARTH FOUNDATION ROCK FOUNDATION
NORMAL EARTH FOUNDATION
GROUND
LINE
FOR PLASTIC PIPE CLASS BACKFILL MATERIAL
IN ACCORDANCE WITH SECTION 302 OF THE ROAD
AND BRIDGE SPECIFICATIONS.
FOR ALL OTHER PIPE REGULAR BACKFILL MATERIAL
IN ACCORDANCE WITH SECTION 302 OF THE ROAD
AND BRIDGE SPECIFICATIONS.
07/12
d
X D X
EMBANKMENT
TOP OF FILL
ROCK OR
UNYIELDING
SOIL
BEDDING
MATERIAL
PIPE PROJECTION ABOVE GROUND LINE
" PER
1" OF H
MIN. 8",
MAX. 24"
ROCK FOUNDATION
GROUND
LINE
ROCK OR
UNYIELDING
SOIL
BEDDING
MATERIAL
VIRGINIA DEPARTMENT OF TRANSPORTATION
MIN. 1/10 D
D/2
MIN. 1/10 D
TOP OF FILL
GROUND LINE
TOP OF FILL
H
H
X D X
MIN.1.5 x D MIN.1.5 x D
BEDDING
MATERIAL
INSTALL. OF PIPE CULVERTS AND STORM SEWERS
CIRC. PIPE BEDDING AND BACKFILL - METHOD "A"
D 12"
+
D + 12"
REGULAR BACKFILL MATERIAL IN ACCORDANCE
WITH SECTION 302 OF THE ROAD AND BRIDGE
SPECIFICATIONS.
D/2
b
b
FOUNDATION SOFT, YIELDING, OR
d
d
EARTH
BEDDING
MATERIAL
OTHERWISE UNSUITABLE MATERIAL
EARTH
FOUNDATION SOFT, YIELDING, OR
SPECIFICATION
REFERENCE
302
303
GROUND
LINE
OTHERWISE UNSUITABLE MATERIAL
NOTES:
FOR GENERAL NOTES ON PIPE BEDDING,
SEE INSTALLATION OF PIPE CULVERTS
AND STORM SEWERS GENERAL NOTES
ON SHEET 107.00.
CRUSHED GLASS CONFORMING TO THE
SIZE REQUIREMENTS FOR CRUSHER RUN
AGGREGATE SIZE 25 AND 26 MAY BE
USED IN PLACE OF CLASS BACKFILL.

CG-12
A
ROAD AND BRIDGE STANDARDS
SHEET 5 OF 5
203.08A
C
DETECTABLE
WARNING (TYP)
DETECTABLE
WARNING (TYP)
C
MEDIAN WITH CUT-THROUGH
TYPE M2
12:1
Max.
MEDIAN WITH RAMP
TYPE M1
REVISION DATE
6’-0"
Min.
48:1
Max.
5’
16’-0"
4’-0"
Min.
6’-0"
CURB
Min.
12:1
Max.
6’-0"
A
CURB
2’ 2’
Min.
2’
20:1
6’ 4’ Min.
6’
12:1 Max. RAMP 48:1 SLOPE
12:1 Max. RAMP
7/12
SECTION A-A
48:1
SECTION C-C
5’
2’ 5’
Min.
2’
20:1
Min.
SEE NOTE 5
20:1
VARIABLE
48:1 48:1
SEE NOTE 5
SECTION B-B
20:1
SEE NOTE 5
VARIABLE
2’ 2’
Min.
2’
CG-12 DETECTABLE WARNING SURFACE
48:1
SECTION D-D
SEE NOTE 5
NOTES:
5’
Min
MEDIAN AND REFUGE ISLAND APPLICATIONS
VIRGINIA DEPARTMENT OF TRANSPORTATION
B
CURB
5’x5’
Level Area
(Min.)
D
48:1
5’
Min
REFUGE ISLAND WITH RAMPS
48:1
5’
Min
B
48:1
Min
CURB
TYPE RI1
D
CURB
REFUGE ISLAND CUT - THROUGH
5’
5’
Min
TYPE RI2
DETECTABLE
WARNING (TYP)
DETECTABLE
WARNING (TYP)
1. FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE,
SEE SHEET 1 OF 5.
2. CURB SHALL BE SHAPED TO MATCH THE FACE OF ROADWAY CURB.
3. SEE ROADWAY PLANS FOR MEDIAN AND REFUGE ISLAND DIMENSIONS
4. RAMPS AND CUT THROUGH’S SHALL BE ALIGNED WITH CROSSWALKS.
5. THE RAMPS AND CUT THROUGH’S SHALL BE INSTALLED AND PAID FOR AS
4" HYDRAULIC CEMENT CONCRETE SIDEWALK IN ACCORDANCE WITH SECTION
504 OF THE ROAD & BRIDGE SPECIFICATIONS. EXCAVATION OF MATERIAL FOR
THE INSTALLATION OF THE SIDEWALK SHALL BE INCLUDED IN THE PRICE BID
FOR 4" HYDRAULIC CEMENT CONCRETE SIDEWALK.
6. CUT THROUGH’S LESS THAN 6’ IN WIDTH SHALL NOT HAVE DETECTABLE
WARNINGS INSTALLED.
SPECIFICATION
REFERENCE
105
502

GROOVED LONGITUDINAL JOINT
#
3"
4"
SPECIFICATION
REFERENCE
316
A
#
B B
3 " – "
A
END LAPS OF BARS
TO BE STAGGERED
ON ANGLE OF 45
DESIRABLE, 30MIN.
1"
NO LAP WITHIN
3’ BACK OF
CONST. JOINT
5 BARS
6’ LONG
@ 12" C.C.
3 "– "
3’
#
15" 15"
4 BARS AT 36" C.C.– 2"
#
#
#
#
TIE BARS
45
SECTION B-B
5 BARS
(GRADE 60) 6’-0"
LONG AT 12" C.C.
5(GRADE 40) TIE BARS
2’-6" LONG @ 30" C.C.
IN LIEU OF TRANVERSE
BARS AND CHAIRS.
(STD.PR-2) AT 30" C.C.
4"
DOUBLE LAP METHOD
3"
SECTION A-A
TRANSVERSE CONSTRUCTION JOINT
#
24’-0"
38"
3"
4"
15"
15"
12’-0" 12’-0"
4 TRANSVERSE BARS
AT 36" C.C – 2".
6 CHAIRS PER 12’ LANE AT 2’-3"
5 BARS AT 6" C.C. – 1"
3’ 3’
(GRADE 60)
LONGITUDINAL CONST. JOINT
WITH 36’ PAVEMENT
TRANSVERSE CONST. JOINT.
LONGITUDINAL STEEL TO
CONTINUE THROUGH JOINT
(GRADE 60)
NOTES: HOOK BOLTS OR TIE BARS ARE TO BE PLACED IN THE SAME HORIZONTAL PLANE
3"
3"
3"
3"
24 5 BARS
#
24 5 BARS
#
GROOVED LONGITUDINAL JOINT
(STEEL BAR REINFORCEMENT)
VIRGINIA DEPARTMENT OF TRANSPORTATION
(GRADE 60)
(GRADE 60)
PLAN-RAMP & MAIN LINE CONNECTION
SECTION B-B
EXTRA BAR METHOD
8" THICK CONTINUOUSLY REINFORCED CONC. PAVE.
#
12’-0"
12’-0"
SECTION C-C
PR-3
TRANSVERSE CONSTRUCTION JOINT BARS ARE TO BE PLACED IN THE SAME HORIZONTAL
CONSTRUCTION JOINT AND ONE GROVED LONGITUDINAL JOINT. TRANSVERSE
3"
4"
BAR METHOD APPLY ONLY TO LAPS FALLING WITHIN
AN AREA OF 8’ BEYOND THE CONSTRUCTION JOINT.
24’-0"
#
6 CHAIRS PER 12’ LANE AT 2’-3"
# 5 BARS AT 6" C.C. – 1"
(GRADE 60)
NO LAP WITHIN 8’ AHEAD OF CONSTRUCTION JOINT
**
8’
4 TRANSVERSE BARS AND
CHAIRS AT 36" C.C.
5 LONGITUDINAL BARS
(GRADE 60)
**
8"
AS 4 TRANSVERSE BARS. WHERE NECESSARY ADJUST THE LOCATION OF HOOK
BOLTS OR TIE BARS TO A 2" MINIMUM CLEARANCE BETWEEN HOOK BOLTS OR
TIE BARS AND TRANSVERSE BARS.
#
6’-0" LONG
@ 12" C.C.
5 BARS
12’-0" 12’-0" AND
VARIES
#
20’
CONVENTIONAL
PLAIN
CONCRETE
PAVEMENT
5-HOOK BOLTS
EDGE OF PAVEMENT
HOOK BOLT
TRANSVERSE
CONST.
JOINT STD.
PR-2
CONTINUOUSLY REINFORCED CONCRETE
PAVEMENT
1"
DOUBLE LAP REQUIREMENT (38") AND THE EXTRA
3 " – "
AS 5 LONGITUDINAL BARS.
5 LONGITUDINAL BARS ARE TO BE LAPPED AND TIED IN THE SAME HORIZONTAL PLANE.
FOR 36’ WIDTH PAVEMENT USE SINGLE 12’ LANES WITH 2 LONGITUDINAL
CONSTRUCTION JOINTS OR 12’ AND 24’ LANES WITH ONE LONGITUDINAL
BARS SHALL NOT EXTEND THROUGH LONGITUDINAL CONSTRUCTION JOINTS,
BUT SHALL EXTEND FULL LENGTH (23’-9") FOR GROOVED LONGITUDINAL JOINTS.
NO LAP WITHIN
3’ BACK OF
CONST. JOINT
6’-8" 6’-8" 6’-8"
OR TIE BARS (STD.PR-2) @ 20"
C.C. (OR SPACED @ 40"
ALONG FULL 20’ LENGTH)
LONGITUDINAL CONSTRUCTION
JOINT WITH 36’ PAVEMENT.
3’
OR TIE BAR
TRANSVERSE CONSTRUCTION JOINT
**
15" 15" 19"
#
A SIMILIAR MANNER AT THE
BEGINNING OF EACH DAYS POUR.
LONGITUDINAL
CONSTRUCTION
JOINT
NO LAP WITHIN 8’ AHEAD OF
CONSTRUCTION JOINT
3’ 3’ 3’ 3’
CHAIRS @ 36" C.C.
C
4 TRANSVERSE BARS &
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
8’
C
SMOOTH SURFACE TO BE STEEL TROWELED
8" IN FROM THE EDGE OF PAVEMENT
EVERY 500 FEET, AND STATION
NUMBER STAMPED INTO IT.
THE DATE IS TO BE SHOWN IN
12’ LANE
16"
TYPICAL
#
8"
#
#
(GRADE 60)
255
BOTH OUTSIDE EDGES OF DIVIDED HIGHWAY
TO BE STAMPED. ONE EDGE OF UNDIVIDED
HIGHWAYS WHERE FEASIBLE.(TRAVEL LANE)
BARS 6’-0" LONG
CENTERED OVER LAP
BARS TO BE SECURELY
FASTENED TO PREVENT
SEPARATION DURING
CONCRETE PLACEMENT.
5 LONGITUDINAL
8"
EXTRA 5 LONGITUDINAL
LONGITUDINAL
CENTER LINE
LONGITUDINAL LAP
5 HIGH YIELD BAR
6’-0" LONG SYMMETRICAL
WITH LAP SPLICE.
BARS (HIGH YIELD)
ROAD AND BRIDGE STANDARDS
REVISION DATE
7/12
SHEET 2 OF 4
301.07

24’-0"
12’-0"
12’-0"
24’-0"
SPECIFICATION
REFERENCE
316
#
#
#
24 5 HIGH 24 5 HIGH
YIELD BARS YIELD BARS
6"
6"
6"
12’-0" 12’-0"
4 TRANSVERSE (GRADE 60)
BARS @ 36" C.C.
6"
LEAVE OUT JOINT
FOR USE WITH STEEL BAR REINFORCEMENT
36 4 HIGH YIELD 36 4 HIGH YIELD
BARS
BARS
#
#
5’-0"
10’-0" MIN.
5’-0" 16’-0"
21’-0"
21’-0"
16’-0"
LEAVE OUT JOINT
TRANSVERSE CONSTRUCTION JOINT
TRANSVERSE CONSTRUCTION JOINT
10’-0" MIN.
FOR USE WITH WIRE MESH REINFORCEMENT
12"
8" THICK CONTINUOUSLY REINFORCED CONC. PAVE.
#
5 LONGITUDINAL
BARS @ 6" C.C.
#
AT 12" C.C.
(LEAVE OUT JOINT DETAIL)
VIRGINIA DEPARTMENT OF TRANSPORTATION
LONGITUDINAL JOINT
EXTRA 5 (GRADE 60) BARS (21’ LONG) SHALL BE SPACED
D-19 WIRES @ 4" C.C.
D-4 WIRES @ 12" C.C.
LONGITUDINAL JOINT
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
PR-3
LONGITUDINAL STEEL TO CONTINUE THROUGH JOINT.
ROAD AND BRIDGE STANDARDS
REVISION DATE
7/12
SHEET 4 OF 4
301.09

4"– "
A
B B
GROOVED LONGITUDINAL JT.
#
4"
1"
7"
PR-4
@ 12" C.C.
#
#
A
5 TRANSVERSE BARS
TRANSVERSE CONSTRUCTION
JOINT. LONGITUDINAL STEEL
TO CONTINUE THROUGH JOINT
12’-0"
15" 15"
#
45
6 HIGH YIELD # #
IN LIEU OF FULL WIDTH
TRANSVERSE BARS.
TIE BARS (STD.PR-2) AT
LONGITUDINAL CONST.
JOINT WITH 36’
PAVEMENT
TRANSVERSE CONSTRUCTION JOINT
SECTION B-B
PLAN VIEW
4"
4"
SECTION A-A
DOUBLE LAP METHOD
15" 15"
6 BARS AT 7"– 1" C.C.
# #
#
5 (GRADE 40) TIE BARS
2’-6" LONG @ 30" C.C.
30" C.C.
7"
6 CHAIRS PER 12’ LANE @ 2’-2"
NO LAP WITHIN 3’ BEHIND
CONSTRUCTION JOINT
6 BARS
6’-0" LONG
4"– "
(GRADE 60)
3’
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 3
301.10
5 BARS AT 48" C.C – 2" (GRADE 60)
AT 48" C.C. – 2".
BARS 6’-0" LONG AT
15" C.C. (GRADE 60)
24’-0"
#
7"
4 "
4 "
4 "
4 "
#
END LAPS OF BARS
TO BE STAGGERED
ON ANGLE OF 45
DESIRABLE, 30 MIN.
12’-0"
19 6 BARS
19 6 BARS
NOTES:
(GRADE 60)
(GRADE 60)
12’-0"
12’-0"
6 CHAIRS PER 12’ LANE @ 2’-2"
6 BARS AT 7"– 1" C.C.
(GRADE 60)
NO LAP WITHIN 8’ AHEAD OF CONSTRUCTION JOINT
3’
5 TRANSVERSE BARS AND
6 LONGITUDINAL BARS
(GRADE 60)
GROOVED LONGITUDINAL JOINT
9"
#
OR TIE BARS AND TRANSVERSE BARS.
HOOK BOLT
OR
TIE BAR
NO LAP WITHIN 3’ BACK
OF CONSTRUCTION JOINT
#
BAR METHOD APPLY ONLY TO LAPS FALLING WITHIN
24’-0"
AS 5 TRANSVERSE BARS. WHERE NECESSARY ADJUST THE LOCATION
OF HOOK BOLTS OR TIE BARS TO A 2" MINIMUM CLEARANCE BETWEEN HOOK BOLTS
#
#
AS 6 LONGITUDINAL BARS.
FOR 36’ WIDTH PAVEMENT USE SINGLE 12’ LANES WITH 2 LONGITUDINAL
CONSTRUCTION JOINTS OR 12’ AND 24’ LANES WITH ONE LONGITUDINAL
12’-0"
15" 15"
20’
CONVENTIONAL
PLAN-RAMP & MAIN LINE CONNECTION
4"– "
4"
1"
7"
6 BARS
6’-0" LONG
@ 12" C.C.
6’-10"
3’
#
6’-3"
PLAIN CONCRETE
PAVEMENT
REVISION DATE (STEEL BAR REINFORCEMENT)
7/12
8’
CHAIRS AT 48" C.C.
46"
DOUBLE LAP REQUIREMENT (46") AND THE EXTRA
HOOK BOLTS OR TIE BARS ARE TO BE PLACED IN THE SAME HORIZONTAL PLANE
TRANSVERSE CONSTRUCTION JOINT BARS ARE TO BE PLACED IN THE SAME HORIZONTAL PLANE
6 LONGITUDINAL BARS ARE TO BE LAPPED AND TIED IN THE SAME HORIZONTAL PLANE.
CONSTRUCTION JOINT AND ONE GROOVED LONGITUDINAL JOINT. TRANSVERSE
BARS SHALL NOT EXTEND THROUGH LONGITUDINAL CONSTRUCTION JOINTS,
BUT SHALL EXTEND FULL LENGTH (23’-9") FOR GROOVED LONGITUDINAL JOINTS.
12’-0"
AND VARIES
6’-10"
TRANSVERSE CONST.
JOINT STD. PR-2
6-HOOK BOLTS OR TIE BARS
(STD. PR-2) @ 15" C-C (OR SPA.
@ 30" ALONG FULL 20’ LENGHT)
CONTINUOUSLY REINFORCED
CONCRETE PAVEMENT
LONGITUDINAL CONST. JT.
WITH 36" PAVEMENT
AN AREA OF 8’ BEYOND THE CONSTRUCTION JOINT.
VIRGINIA DEPARTMENT OF TRANSPORTATION
EDGE OF
PAVEMENT
TRANSVERSE CONSTRUCTION JOINT
NO LAP WITHIN 8’ AHEAD OF
CONSTRUCTION JOINT
3’ 3’ 3’ 3’
5 TRANSVERSE BARS AND
CHAIRS AT 48" C.C.
SECTION B-B
EXTRA BAR METHOD
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
12’ LANE
SECTION C-C
9" THICK CONTINUOUSLY REINFORCED CONC. PAVE.
8’
C
C
19"
TYPICAL
255
SMOOTH SURFACE TO BE STEEL
TROWELED 8" IN FROM THE EDGE
OF PAVEMENT EVERY 500 FEET,
AND STATION NUMBER STAMPED
ON IT.
THE DATE IS TO BE SHOWN IN
A SIMILAR MANNER AT THE
BEGINNING OF EACH DAYS
POUR.
BOTH OUTSIDE EDGES OF DIVIDED
HIGHWAY TO BE STAMPED.
ONE EDGE OF UNDIVIDED HIGHWAY
WHERE FEASIBLE. (TRAVEL LANE)
LONGITUDINAL CONT. JT.
23"
BARS 6’-0" LONG CENT’D.
OVER LAP
#
BARS TO BE SECURELY
FASTENED TO PREVENT
SEPARATION DURING
CONCRETE PLACEMENT.
#
#
EXTRA 6 LONGITUDINAL
LONGITUDINAL
CENTER LINE
LONGITUDINAL LAP
6 BARS
6’-0" LONG SYMMETRICAL
WITH LAP SPLICE.
9"
6 LONGITUDINAL
BARS (GRADE 60)
316
8"
SPECIFICATION
REFERENCE

PR-4
24’-0"
ROAD AND BRIDGE STANDARDS
SHEET 3 OF 3
301.12
REVISION DATE
7/12
12’-0"
12’-0"
19 6 HIGH 19 6 HIGH
YIELD BARS YIELD BARS
#
#
7 "
7 "
7 "
7 "
#
5 TRANSVERSE BARS (GRADE 60)
@ 48" C-C
5’-0"
TRANSVERSE CONSTRUCTION JOINT
10’-0" MIN.
21’-0"
16’-0"
LEAVE OUT JOINT
STEEL BAR REINFORCEMENT ONLY
LONGITUDINAL STEEL TO CONTINUE THROUGH JOINT.
15"
#
#
6 LONGITUDINAL
BARS @ 7" C-C
EXTRA 6 (GRADE 60) BARS (21’ LONG) SHALL BE
SPACED AT 15" C-C.
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
9" THICK CONTINUOUSLY REINFORCED CONC. PAVE.
(LEAVE OUT JOINT DETAIL)
VIRGINIA DEPARTMENT OF TRANSPORTATION
LONGITUDINAL
JOINT
SPECIFICATION
REFERENCE
316

SPECIFICATION
REFERENCE
NONE
CLEAR
ROADWAY WIDTH
OF BRIDGE
GUARD
WHEEL
BRIDGE
BRIDGE
WHEEL
GUARD
X
5X 2
BRIDGE ABUTMENT
BRIDGE ABUTMENT
5X 2
(WITH APPROACH SLAB)
RUN-ON SIDE
BRIDGE APPROACH SLAB
(IF USED)
APPROACH
SLAB
APPROACH
SLAB
C L L C
X1
2
(WITHOUT APPROACH SLAB)
25X 1
(WITHOUT APPROACH SLAB)
VIRGINIA DEPARTMENT OF TRANSPORTATION
RUN-OFF SIDE
NOTES:
5X 2
METHOD OF WIDENING
APPROACHES TO DUAL STRUCTURES
25X1
(WITH APPROACH SLAB)
25X 1
NORMAL
PAVEMENT
WIDTH
ON FULL SHOULDER WIDTH BRIDGES, NO WIDENING IS TO BE PROVIDED.
X AND X =
1
2
AMOUNT OF BRIDGE WIDENING PER SIDE (10’ MAXIMUM).
IF BRIDGE DRAINAGE APRONS ARE REQUIRED THE PAVEMENT
WIDENING IS TO BE APPLIED AT THE END OF THE DRAINAGE
APRON FARTHEST FROM THE ABUTMENT BACKWALL.
METHOD OF WIDENING BRIDGE APPROACH PAVEMENT
WP-1
ROAD AND BRIDGE STANDARDS
REVISION DATE
7/12
SHEET 1 OF 1
303.01

NOTES
1. TIE-IN REQUIREMENTS TO INTERSECTING ROADS OR STREETS SHALL BE
IN ACCORDANCE WITH THE CONTRACT DOCUMENTS OR AT THE DIRECTION
OF THE ENGINEER.
2. EXISTING PAVEMENT SURFACE SHALL BE PLANED TO TRANSITION THE TOP
COURSE OF THE ASPHALT CONCRETE OVERLAY. ANY SUB-COURSE TERMINATION
MAY BE NOTCHED INTO THE EXISTING PAVEMENT OR BLENDED WITH THE NEXT
COURSE OF PAVEMENT.
3. WHEN THERE IS A SPECIAL PROVISION FOR RIDEABILITY INCLUDED IN THE CONTRACT,
A DISTANCE OF 105 FEET (0.02 OF A MILE), MEASURED FROM THE LINE OF THE
TIE-IN WILL BE EXEMPTED FROM PAY ADJUSTMENT.
4. TRANSITION SHALL BEGIN/END AT THE PROJECT LIMITS, AT BRIDGE APPROACH
SLAB/ABUTMENT (OR AN INTERMEDIATE POINT DETERMINED BY THE ENGINEER),
AND A MINIMUM OF 75 FEET FROM A VERTICAL PLANE OF THE NEAREST OUTER
FACE OF THE BRIDGE OVERPASS.
5. NO OVERLAY OR MILLING SHALL BE PERMITTED ON THE BRIDGE DECK WITHOUT
THE PRIOR WRITTEN APPROVAL OF THE DISTRICT BRIDGE ENGINEER.
RATE
(FT/INCH)
EXISTING PAVEMENT
SPECIFICATION
REFERENCE
210
315
515
OR
BRIDGE DECK
t 1
TRANSITION RATE
POSTED SPEED MPH
25 35 45 55 65 70
20 25 35 40 45
t
2
t 3
50
PLANED SURFACE
TEMP. PAVEMENT WEDGE
EXISTING PAVEMENT
TEMPORARY PAVEMENT WEDGE SHALL BE CONSTRUCTED OF
SURFACE MIX ASPHALT A MINIMUM OF 3 FEET IN LENGTH
FOR EVERY INCH OF DEPTH OF PAVEMENT MILLING.
TEMPORARY WEDGE DETAIL
EXISTING PAVEMENT
l 3
BRIDGE DECK OR PROJECT TERMINI *
t
1
t
2
THREE COURSE OVERLAY TRANSITION GEOMETRY
VIRGINIA DEPARTMENT OF TRANSPORTATION
l
2
TWO COURSE OVERLAY TRANSITION GEOMETRY
TOTAL TRANSITION LENGTH
(NOT TO SCALE)
l 2
t 1
TRANSITION LENGTH
l
1
SINGLE COURSE OVERLAY
TRANSITION GEOMETRY
TOTAL TRANSITION LENGTH
EXISTING PAVEMENT
(NOT TO SCALE)
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
EXISTING PAVEMENT
ASPHALT CONCRETE OVERLAY TRANSITIONS
(NOT TO SCALE)
l
1
l 1
*
*
*
75’ MIN.
MILLING DEPTH = t
1
ACOT-1
ROAD AND BRIDGE STANDARDS
REVISION DATE
BRIDGE
OVERPASS
l (ft) = RATE x t (in)
1 1
75’ MIN.
BRIDGE
OVERPASS
l (ft) = RATE x t (in)
1 1
l (ft) = RATE x t (in)
2 2
MILLING DEPTH = t
1
75’ MIN.
BRIDGE
OVERPASS
l (ft) = RATE x t (in)
1 1
l (ft) = RATE x t (in)
2 2
l (ft) = RATE x t (in)
3 3
MILLING DEPTH = t
1
7/12
SHEET 1 OF 1
305.01

1.
2.
3.
4.
5.
6.
7.
8.
9.
BEND LOWER W-BEAM
RAIL BEHIND POST AND
ATTACH WITH " BOLT
A B
A
NOTES:
#
B
1
12.5 OR FLATTER TO DITCH LINE
2’-0" MAX.
EDGE OF SHOULDER
MAXIMUM DISTANCE BETWEEN BOTTOM OF THE LOWER
W-BEAM RAIL AND GROUND LINE IS 18". WHEN DOUBLE
RAIL IS REQ’D., TAPER BOTH W-BEAM RAILS TO MAINTAIN
THE 18" DISTANCE FROM THE GROUND.
A 8’-0" LONG POST MUST BE USED WHEN UPPER AND
LOWER W-BEAM RAILS ARE REQUIRED. FROM THE
BEGINNING OF THE LOWER RAIL THROUGH POST 3.
ALL POST SPACING 6’-3" C-C UNLESS OTHERWISE NOTED.
THE POST MAY BE W6 X 8.5 STEEL OR 6 X 8 WOOD EXCEPT
THE LAST 3 TERMINAL POSTS MUST BE W6 X 8.5 STEEL.
FOR SECTIONS D-D & E-E, AND END ANCHORAGE DETAILS
SEE SHEET 501.10.
75’-0" MINIMUM TO THE HAZARD
#
#
PLAN
C
C
C
ELEVATION
C D
SECTION A-A
25’-0"
EDGE OF GRADED SHOULDER
EDGE OF TRAVEL LANE EDGE OF TRAVEL LANE
SEE NOTE 2
OR CUT/FILL BREAK
W-BEAM RAIL HEIGHT CONSTANT RELATIVE TO ROADWAY
PROFILE GRADE - SEE NOTES 1, 2 & 4
A SECOND RAIL IS REQ’D. WHERE THE DISTANCE BETWEEN
THE GROUND AND BOTTOM OF THE TOP RAIL EXCEEDS
18" (UP TO THE POINT WHERE THE RAIL CROSSES THE
DITCH LINE). THE DOUBLE RAIL WILL EXTEND TO POST 3.
BOTH W-BEAM RAILS TO BE 1’-0" BELOW FINISHED GRADE AT
POST 1 (8’-0" OFFSET).
STANDARD GR-6 TERMINAL TREATMENT MAY BE USED AT
THE RUN-ON END OF DIVIDED HIGHWAYS (LEFT AND RIGHT
OF TRAFFIC) AND AT THE RUN-ON AND RUN-OFF ENDS ON
UNDIVIDED HIGHWAYS.
ALL TERMINAL RUN-ON OR RUN-OFF INSTALLATIONS SHALL BE
INSTALLED WITH RAILS LAPPED IN THE DIRECTION OF ADJACENT
TRAFFIC.
IF THE BACKSLOPE IS ROCK AND 1:1 OR STEEPER, THE W-BEAM MAY
BE ANCHORED PER SOLID ROCK CUT INSTALLATION (DETAIL F).
SPECIFICATION
REFERENCE
221
505
*
PAY LIMITS STD GR-2. WHERE DOUBLE
RAIL IS REQUIRED MULTIPLY LENGTH BY 2.
* GUARDRAIL FLARE RATE
*
1
12.5 OR FLATTER TO DITCH LINE
STANDARD
6X8X14" LG.
BLOCKOUT
2’-0"
MAX.
27 " MIN.
SHOULDER
1
6 OR
FLATTER
W6X8.5 STEEL OR
6X8 WOOD POST
D
12’-6"
(9) (8) (7) (6) (5) (4) (3)
TOE OF
DITCH
SLOPE
SECTION B-B
TERMINAL TREATMENT FOR W-BEAM GUARDRAIL
VIRGINIA DEPARTMENT OF TRANSPORTATION
28 " MAX.
6’-0"
SHOULDER
3’-0" MAX 5’-0" MAX
SEE NOTES 3 & 4
3" BETWEEN
RAILS
E
E
SEE END ANCHORAGE
DETAIL A SHEET 501.10
1
4 OR
FLATTER
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
2:1 OR
STEEPER
DESIRABLE
10:1
NO STEEPER
THAN 4:1
ATTACH LOWER
W-BEAM RAIL TO
POST W/" BOLT
8’-0"
TRAFFIC
(2) (1)
ATTACH LOWER
W-BEAM RAIL TO
BACK OF POST
W/" BOLT
18" MAX.
PAY LIMITS ST’D. GR-6
6’-3"
POST SPACING
8’-0"
RAIL LAPS IN DIRECTION
OF ADJACENT TRAFFIC FOR
RUN-ON AND RUN-OFF
MAX.
SECTION C-C
GR-6
SEE END
ANCHORAGE
DETAIL B OR C
SHEET 501.10
8’-0"
TOE OF
DITCH
SLOPES
ROAD AND BRIDGE STANDARDS
REVISION DATE
7/12
TOE OF DITCH
SLOPE
BACKSLOPE HGT 4’-0"
MIN. RELATIVE TO
ROADWAY SURFACE
FOR GR-6 INSTALL.
#1 POST 1’-0" MIN.
BELOW FINISHED GRADE
AS GUARDRAIL CROSSES
DITCH, DISTANCE FROM
TOP OF GUARDRAIL TO
BOTTOM OF DITCH SHALL
NEVER EXCEED 45"
SHEET 1 OF 2
501.09

GR-6
2"
W6 X 8.5 X 8’-0" LG.
STEEL POST
1" DIA HOLES
DRILLED THRU
W-BEAM AND
ATTACHED TO
PLATE WITH
" X 2" LG.
HEX BOLT,
SQ. WASH. &
NUT
1" DIA HOLE
DRILLED THRU
W-BEAM AND
POST FLANGE.
ATTACH TO PLATE
W/" X 2" LG.
HEX BOLT, SQ.
WASH. & NUT
2"
4-1 X 1"
SLOT
NOTE:
2"
14"
2"
7"
2"
DETAIL D
DETAIL A
END ANCHORAGE
2"
" THICK STEEL PLATE
1. " STEEL PLATE MAY BE WELDED OR BOLTED
TO POST. IF PLATE IS BOLTED TO POST USE
4 - " X 1" LG. HEX HEAD BOLTS W/ HEX
NUTS. IF PLATE IS WELDED TO POST DO NOT
DRILL " HOLES IN PLATE OR IN POST FLANGES.
2. CONCRETE END ANCHORAGE MAY BE USED IN
PLACE OF STEEL POST AT 8’-0" OFFSET.
ROAD AND BRIDGE STANDARDS
SHEET 2 OF 2
501.10
REVISION DATE
7/12
3"
4"
5"
2"
14"
SEE NOTE 1
DRILL " HOLES
IN POST FLANGE.
SEE NOTE 1
" PLATE
SEE DETAIL D
4-" DIA. HOLES.
DRILL ONLY IF PLATE
IS BOLTED TO POST.
SEE NOTE 1.
"
1"
"
DETAIL E
W6 X 8.5 X 6’-0"
LG. STEEL POST
1" DIA HOLES
DRILLED THRU
W-BEAM AND
ATTACHED TO
PLATE WITH
" X 2" LG.
HEX BOLT,
SQ. WASHER.
AND NUT
1" DIA HOLE
DRILLED THRU
W-BEAM AND
POST FLANGE.
ATTACH TO PLATE
W/" X 2" LG.
HEX BOLT, SQ.
WASH. & NUT
1" 0 HOLE
" THICK
SQUARE WASHER
1 "
" PLATE
SEE DETAIL D
7"
SOLID
ROCK
DETAIL B
END ANCHORAGE (POST)
WASHER
RECTANGULAR HOLE IS TO BE
PROVIDED THROUGH THE PAVED
DITCH FOR PLACEMENT OF GUARDRAIL
POST. AFTER POST INSTALLATION HOLE
IS TO BE FILLED WITH MORTAR GROUT
AT THE SAME THICKNESS AS THE
PAVED DITCH
2 "
2 "
PAVED DITCH DETAIL
SEE NOTE 1
DRILL " HOLES
IN POST FLANGE.
SEE NOTE 1
SEE NOTE 1
3"
1"
GUARDRAIL W BEAM
TERMINAL CONNECTOR
DETAIL F
8’-0"
SECTION D-D
SEE ANCHOR
ASSEMBLY
DETAIL
#
3- 3 BAR
HOOPS
30" X 18"
" THREADED ANCHOR BOLTS
EITHER MECHANICAL OR SET IN
EPOXY ADHESIVE (18" LENGTH
FOR HARD ROCK OR 5’ LENGTH
FOR SHALE OR OTHER SOFT
ROCK FORMATIONS).
#
3- 3 BAR HOOPS
30" X 18"
4"
SOLID ROCK CUT INSTALLATION
2:1 OR
STEEPER
BACKSLOPE
3’-0"
DETAIL C
4"
4"
7 "
END ANCHORAGE (CONCRETE)
ROCK CUT
STANDARD 6 X 8 X 14"
LONG BLOCKOUT
TERMINAL TREATMENT FOR W-BEAM GUARDRAIL
VIRGINIA DEPARTMENT OF TRANSPORTATION
SEE W BEAM TERMINAL
CONNECTOR AS DETAILED
ON SHEET NO. 501.02
W6 X 8.5
STEEL POST
OR 6 X 8
WOOD POST
ATTACH LOWER
W-BEAM TO
POST WITH "
HEX BOLT
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
2
1
2
1
*
SECTION E-E
W-BEAM TERMINAL
CONNECTOR
8’-0"
8" 8"
#
2’-0"
2’-0"
3- 3 BARS
18" LONG.
" ANCHOR
BOLTS
(4 REQ’D.)
WASHERS TO BE AS
DETAILED ON STANDARD
GUARDRAIL HARDWARE
W6 X 8.5
STEEL POST
SEE
DETAIL A
SPECIFICATION
REFERENCE
221
505
*

1.
2.
NOTES:
MANUFACTURED BY TRINITY INDUSTRIES, THE FLEAT 350 MANUFACTURED
BY ROAD SYSTEMS, INC., OR OTHER VDOT APPROVED EQUAL MEETING NCHRP
STANDARD
GUARDRAIL
SPECIFICATION
REFERENCE
GUARDRAIL TERMINAL, STD. GR-7 IS TO BE SRT 350 (SIMILAR TO AS SHOWN)
350 TESTING CRITERIA.
ALL TERMINALS SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER’S
INSTALLATION INSTRUCTIONS AND THE FOLLOWING VDOT REQUIREMENTS:
A. ALL STANDARD GR-7 TERMINALS SHALL BE INSTALLED WITH A 4 FT. OFFSET.
B. YELLOW 8" X 36" REFLECTIVE SHEETING, IN ACCORDANCE WITH VDOT
SPECIFICATIONS, SHOULD BE APPLIED IN TERMINALS EMPLOYING
W-BEAM END SECTIONS. FOR TERMINALS EMPLOYING IMPACT (EXTRUDER)
HEADS, AMBER (YELLOW) REFLECTIVE SHEETING WITH BLACK DIAGONAL
STRIPES SHOULD BE APPLIED TO THE FULL AREA INSIDE THE IMPACT
HEAD WITH THE DIRECTION OF THE BLACK DIAGONAL STRIPES CONFORMING
TO CURRENT MUTCD APPLICATION FOR TYPE 3 OBJECT MARKERS (OM-3).
C. DO NOT CHANGE THE LAPPING OF TERMINAL FOR ANY INSTALLATIONS.
INSTALL AS SHOWN BELOW REGARDLESS OF ADJACENT TRAFFIC DIRECTION.
D. HEIGHT MEASURED AT TOP OF W-BEAM IS 27" MIN. - 28" MAX.
B
LENGTH OF NEED (TYP.)
3.
PAY LIMITS GR-7 TERMINAL
37’-6" (TYP.)
IF YOU CANNOT GET THE NECESSARY CLEAR RUNOUT AREA FOR THE
GR-7 TERMINAL, CONSIDER ALTERNATIVE TERMINAL OPTIONS.
THIS DRAWING IS REPRESENTATIONAL ONLY. DETAILS, DIMENSIONS, QUANTITIES,
AND OTHER INFORMATION NOT SHOWN WILL VARY FOR EACH MANUFACTURER.
SEE INDIVIDUAL MANUFACTURER’S PLANS FOR THIS INFORMATION.
6’-3" (TYP.)
6’-3" (TYP.)
TERMINAL END
SEE NOTE 2
9 8
7 6 5 4 3 2 1
B
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
BREAKAWAY CABLE TERMINAL
221 (4’ FLARE)
505
4.
VIRGINIA DEPARTMENT OF TRANSPORTATION
A
A
4’-0"
GR-7
TRAFFIC
ROAD AND BRIDGE STANDARDS
REVISION DATE
07/12
SHEET 1 OF 3
501.11

GR-9
GUARDRAIL EXTRUDER
1 FT. OFFSET
50:1 FLARE PER
NOTE 2
TRAFFIC
GUARDRAIL EXTRUDER
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 2
501.16
REVISION DATE
07/12
6’-3" (TYP.) 6’-3" (TYP.)
GR-9 TERMINAL
NOTES:
50’
PAY LIMITS GR-9 TERMINAL
TOP VIEW
ELEVATION
VIRGINIA DEPARTMENT OF TRANSPORTATION
W-BEAM GUARDRAIL
W-BEAM GUARDRAIL
(1) (2) (3) (4) (5) (6) (7) (8) (9)
TRANSITION FROM GR-9 TERMINAL TO WEAK POST (STANDARD GR-8) GUARDRAIL
1. ALTERNATE BREAKAWAY CABLE TERMINAL (GR-9) IS TO BE ET-PLUS (SIMILAR TO AS
SHOWN), OR CAT (ST’D. MB-3 TERMINAL OPTION) AS MANUFACTURED BY TRINITY
HIGHWAY PRODUCTS, LLC., BRAKEMASTER (ST’D. MB-3 TERMINAL OPTION) AS
MANUFACTURED BY ENERGY ABSORPTION SYSTEMS, INC., THE SKT-350 AS
MANUFACTURED BY ROAD SYSTEMS, INC., OR OTHER VDOT APPROVED EQUAL MEETING
NCHRP 350 TESTING CRITERIA.
2. ALL TERMINALS SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER’S INSTALLATION
INSTRUCTIONS AND THE FOLLOWING VDOT REQUIREMENTS:
3.
4.
LENGTH OF NEED (SEE NOTE 3)
A. ALL STANDARD GR-9 TERMINALS (SIMILAR TO AS SHOWN ABOVE) SHALL BE INSTALLED
WITH A 1 FT. OFFSET ACCOMPLISHED WITH A 50:1 FLARE TO PREVENT THE GUARDRAIL
EXTRUDER FROM ENCROACHING ON THE SHOULDER FOR 3R WORK WHERE RIGHT OF
WAY IS LIMITED, THE OFFSET CAN BE DECREASED AS DIRECTED BY THE ENGINEER.
B. DIRECTION OF THE REFLECTIVE TAPE ON THE EXTRUDER SHALL CONFORM TO MUTCD
APPLICATION FOR DIAGONAL STRIPES ON OBJECT MARKERS AND BRIDGE END PANELS.
COLOR OF TAPE SHALL BE AMBER (YELLOW).
C. DO NOT CHANGE THE LAPPING OF TERMINAL FOR ANY INSTALLATIONS. INSTALL AS
SHOWN ABOVE REGARDLESS OF ADJACENT TRAFFIC DIRECTION.
D. HEIGHT MEASURED AT TOP OF W-BEAM IS 27" MIN. - 28" MAX.
IF THE CALCULATED LENGTH OF NEED CANNOT BE MET FOR THE SITES OF RETROFIT,
MAINTENANCE, OR UPGRADE OF TERMINALS, PROVIDE AS MUCH DISTANCE AS POSSIBLE
TO THE HAZARD.
THIS DRAWING IS REPRESENTATIONAL ONLY. DETAILS, DIMENSIONS, QUANTITIES, AND OTHER
INFORMATION NOT SHOWN WILL VARY FOR EACH MANUFACTURER. SEE INDIVIDUAL
MANUFACTURER’S PLANS FOR THIS INFORMATION.
NO FLARE
ST’D. GR-2 STRONG POST
ST’D. GR-8
ST’D. GR-2, 8 SPACES @ 6’-3" (WEAK POST)
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
ALTERNATE BREAKAWAY CABLE TERMINAL
SPECIFICATION
REFERENCE
505

MB-INS
TBSC PARAPET
SINGLE FACE
(ANCHORED)
ROAD AND BRIDGE STANDARDS
SHEET 4 OF 5
502.23
TBS CONCRETE
DOUBLE FACE
REVISION DATE
7/12
DIRECTION OF TRAFFIC
TBS CONC.
DOUBLE FACE
PLAN OF POSITIVE CONNECTION
TBSC DOUBLE FACE
SECTION B-B
POSITIVE
CONNECTION
DIRECTION OF TRAFFIC
TBSC PARPET
SINGLE FACE
(ANCHORED)
PLAN VIEW
METHOD A
POSITIVE
CONNECTION
NOTES:
1. BASIS OF PAYMENT:
2. FOR POSITIVE CONNECTION DETAILS AND
DIMENSIONS SEE STANDARD MB-INS,
SHEETS 502.20 - 502.22
3. FOR DIMENSIONS NOT SHOWN, REFER TO ST’D.
MB-7D AND MB-10A.
BOTTOM
CONNECTOR
WASHER
NUT WASHER
2"
TOP
CONNECTOR
BAR
4"
NUT
ELEVATION OF POSITIVE CONNECTION
BUTTING TRAFFIC BARRIER SERVICE
TO SINGLE FACE PARAPET SERVICE
VIRGINIA DEPARTMENT OF TRANSPORTATION
TRAFFIC BARRIER SERVICE LATERAL SUPPORT
WILL BE MEASURED AND PAID FOR IN UNITS OF
EACH COMPLETE IN PLACE AND SHALL INCLUDE
FURNISHING AND PLACING PRECAST CONCRETE
BARRIERS (TBS CONCRETE) AND MAINTENANCE,
REMOVAL WHEN NO LONGER NECESSARY, AND
ALL MATERIALS, LABOR, TOOLS, EQUIPMENT,
AND INCIDENTALS NECESSARY TO COMPLETE
THE WORK.
B
B
TBSC PARAPET
SINGLE FACE
(ANCHORED)
SPECIFICATION
REFERENCE

STANDARD
CS-1, 1A
CS-2
CS-2A
CS-3
CS-3A
CS-3B
CS-4
CS-4A
CS-4B
CS-4C
CS-4E
GS-10
GS-11
GS-12
GS-13
TYPICAL METHODS OF GRADING SIDE SLOPES
SUGGESTED DRAINAGE TREATMENT AT BEGINNING OF FILLS
TYPICAL METHODS OF GRADING SIDE SLOPES
TYPICAL METHODS OF GRADING SIDE SLOPES
TYPICAL METHODS OF GRADING SIDE SLOPES
TYPICAL METHODS OF GRADING SIDE SLOPES
TYPICAL METHODS OF GRADING SIDE SLOPES
TYPICAL METHODS OF GRADING SIDE SLOPES
TYPICAL METHODS OF GRADING SIDE SLOPES
TYPICAL METHODS OF GRADING SIDE SLOPES
TYPICAL METHODS OF GRADING SIDE SLOPES
MINIMUM DESIGN CRITERIA FOR TEMPORARY DETOURS (MOT)
STANDARD GRADED MEDIAN DESIGNS
TITLE
STANDARD SHOULDER DESIGN FOR ALL SYSTEMS EXCEPT LOCAL ROADS AND STREETS
STANDARD SHOULDER DESIGN FOR LOCAL ROADS AND STREETS
INDEX OF SHEETS
SECTION 700-GEOMETRIC DESIGN
VIRGINIA DEPARTMENT OF TRANSPORTATION
SEE VDOT’S ROAD DESIGN MANUAL FOR GS STANDARDS
SEE VDOT’S ROAD DESIGN MANUAL FOR GS STANDARDS
SEE VDOT’S ROAD DESIGN MANUAL FOR GS STANDARDS
SEE VDOT’S ROAD DESIGN MANUAL FOR GS STANDARDS
PAGE
701.01
701.02
701.03
701.04
701.05
701.06
701.07
701.08
701.09
701.10
701.11
VOID
VOID
VOID
VOID
ROAD AND BRIDGE STANDARDS
REVISION DATE SHEET 1 OF 1
7/12
700.01

STANDARD
TC-5.01, 5.04
TC-5.01, 5.04
TC-5.01
TC-5.01, 5.04
TC-5.01, 5.04
TITLE
EXPLANATION OF TABLES AND INSTRUCTIONS FOR USE (GENERAL CONDITIONS)
TRANSITION CURVES FOR RURAL AND URBAN HIGHWAYS AND STREET CONDITIONS
EXPLANATION OF TABLES AND INSTRUCTIONS FOR USE (RURAL CONDITIONS)
EXPLANATION OF TABLES AND INSTRUCTIONS FOR USE (URBAN CONDITIONS)
DETAIL FOR TRANSITIONED B LRURAL
CONDITION WITH PAVEMENT WIDENING
DETAIL FOR NON-TRANSITION B LURBAN
AND RURAL CONDITIONS W/OUT PAVEMENT WIDENING
DETAIL OF SUPERELEVATION ABOUT BASELINE
DETAIL OF SUPERELEVATION ABOUT BASELINE
EXAMPLE FOR FOUR LANE ROADWAYS
CROSS SECTION - FOUR LANE ROADWAY
METHOD OF APPLYING TC-5.01 ON COMPOUND CURVES RURAL CONDITIONS WITH PAVEMENT WIDENING
METHOD OF APPLYING TC-5.01 ON REVERSE CURVES RURAL CONDITION WITH PAVEMENT WIDENING
METHOD OF APPLYING TC-5.01 ON COMPOUND CURVES URBAN AND RURAL CONDITIONS WITHOUT PAVEMENT WIDENING
METHOD OF APPLYING TC-5.01 ON REVERSE CURVES URBAN AND RURAL CONDITIONS WITHOUT PAVEMENT WIDENING
CROWN TRANSITION / TANGENT RUNOUT (Lt) TABLE
SUPERELEVATION RUNOFF (Lr) TABLE I (URBAN AND RURAL CONDITIONS WITHOUT PAVEMENT WIDENING)
SUPERELEVATION RUNOFF (Lr) TABLE II (RURAL CONDITIONS WITH PAVEMENT WIDENING)
DESIGN SUPERELEVATION RATES URBAN CONDITIONS
DESIGN SUPERELEVATION RATES RURAL CONDITIONS
SHEET INTENTIONALLY LEFT BLANK
METHODOLOGIES FOR CALCULATING TC-5.01 VALUES
CALCULATED TC-5.01 EXAMPLES
SUMMARY OF STANDARD TC-5.04 ULS URBAN LOW SPEED DESIGN FACTORS
TRANSITION CURVES - URBAN 20 MPH DESIGN SPEED
TRANSITION CURVES - URBAN 25 MPH DESIGN SPEED
TRANSITION CURVES - URBAN 30 MPH DESIGN SPEED
TRANSITION CURVES - URBAN 35 MPH DESIGN SPEED
TRANSITION CURVES - URBAN 40 MPH DESIGN SPEED
TRANSITION CURVES - URBAN 45 MPH DESIGN SPEED
TRANSITION CURVES - URBAN 50 MPH DESIGN SPEED
TRANSITION CURVES - URBAN 55 MPH DESIGN SPEED
TRANSITION CURVES - RURAL 20 MPH DESIGN SPEED
TRANSITION CURVES - RURAL 25 MPH DESIGN SPEED
TRANSITION CURVES - RURAL 30 MPH DESIGN SPEED
TRANSITION CURVES - RURAL 35 MPH DESIGN SPEED
TRANSITION CURVES - RURAL 40 MPH DESIGN SPEED
INDEX OF SHEETS
SECTION 800-TRANSITION CURVES
VIRGINIA DEPARTMENT OF TRANSPORTATION
PAGE
802.01
802.02
802.03
802.04
802.05
802.06
802.07
802.08
802.09
802.10
802.11
802.12
802.13
802.14
802.15
802.16
802.17
802.18
802.19
802.20
802.21
802.22
802.23
802.24
802.25
802.26
802.27
802.28
802.29
802.30
802.31
802.32
802.33
802.34
802.35
802.36
ROAD AND BRIDGE STANDARDS
REVISION DATE SHEET 1 OF 4
7/12
800.01

STANDARD
TC-5.01
ROAD AND BRIDGE STANDARDS
SHEET 2 OF 4
800.02
TRANSITION CURVES - RURAL 45 MPH DESIGN SPEED
TRANSITION CURVES - RURAL 50 MPH DESIGN SPEED
TRANSITION CURVES - RURAL 55 MPH DESIGN SPEED
TRANSITION CURVES - RURAL 60 MPH DESIGN SPEED
TRANSITION CURVES - RURAL 65 MPH DESIGN SPEED
TRANSITION CURVES - RURAL 70 MPH DESIGN SPEED
TRANSITION CURVES - RURAL 75 MPH DESIGN SPEED
TRANSITION CURVES - RURAL 80 MPH DESIGN SPEED
REVISION DATE
7/12
TITLE
INDEX OF SHEETS
SECTION 800-TRANSITION CURVES
VIRGINIA DEPARTMENT OF TRANSPORTATION
PAGE
802.37
802.38
802.39
802.40
802.41
802.42
802.43
802.44

STANDARD
TC-5.11
TITLE
EXPLANATION OF TABLES AND INSTRUCTIONS FOR USE (GENERAL CONDITIONS)
TRANSITION CURVES FOR RURAL AND URBAN HIGHWAYS AND STREET CONDITIONS
EXPLANATION OF TABLES AND INSTRUCTIONS FOR USE (RURAL CONDITIONS)
EXPLANATION OF TABLES AND INSTRUCTIONS FOR USE (URBAN CONDITIONS)
DETAIL FOR TRANSITIONED B LRURAL
CONDITION WITH PAVEMENT WIDENING
DETAIL FOR NON-TRANSITION B LURBAN
AND RURAL CONDITIONS W/OUT PAVEMENT WIDENING
DETAIL OF SUPERELEVATION ABOUT BASELINE
DETAIL OF SUPERELEVATION ABOUT BASELINE
EXAMPLE FOR FOUR LANE ROADWAYS
CROSS SECTION - FOUR LANE ROADWAY
METHOD OF APPLYING TC-5.11 ON COMPOUND CURVES RURAL CONDITIONS WITH PAVEMENT WIDENING
METHOD OF APPLYING TC-5.11 ON REVERSE CURVES RURAL CONDITION WITH PAVEMENT WIDENING
METHOD OF APPLYING TC-5.11 ON COMPOUND CURVES URBAN AND RURAL CONDITIONS WITHOUT PAVEMENT WIDENING
METHOD OF APPLYING TC-5.11 ON REVERSE CURVES URBAN AND RURAL CONDITIONS WITHOUT PAVEMENT WIDENING
CROWN TRANSITION / TANGENT RUNOUT (Lt) TABLE
SUPERELEVATION RUNOFF (Lr) TABLE I (URBAN AND RURAL CONDITIONS WITHOUT PAVEMENT WIDENING)
SUPERELEVATION RUNOFF (Lr) TABLE II (RURAL CONDITIONS WITH PAVEMENT WIDENING)
SHEET INTENTIONALLY LEFT BLANK
METHODOLOGIES FOR CALCULATING TC-5.11 VALUES
METHODOLOGIES FOR CALCULATING TC-5.11 VALUES
METHODOLOGIES FOR CALCULATING TC-5.11 VALUES
CALCULATED TC-5.11 EXAMPLES
SUMMARY OF STANDARD TC-5.11 ULS URBAN LOW SPEED DESIGN FACTORS
TRANSITION CURVES - URBAN 20 MPH DESIGN SPEED
TRANSITION CURVES - URBAN 25 MPH DESIGN SPEED
TRANSITION CURVES - URBAN 30 MPH DESIGN SPEED
TRANSITION CURVES - URBAN 35 MPH DESIGN SPEED
TRANSITION CURVES - URBAN 40 MPH DESIGN SPEED
TRANSITION CURVES - URBAN 45 MPH DESIGN SPEED
TRANSITION CURVES - URBAN 50 MPH DESIGN SPEED
TRANSITION CURVES - URBAN 55 MPH DESIGN SPEED
TRANSITION CURVES - RURAL 20 MPH DESIGN SPEED
TRANSITION CURVES - RURAL 25 MPH DESIGN SPEED
TRANSITION CURVES - RURAL 30 MPH DESIGN SPEED
TRANSITION CURVES - RURAL 35 MPH DESIGN SPEED
TRANSITION CURVES - RURAL 40 MPH DESIGN SPEED
INDEX OF SHEETS
SECTION 800-TRANSITION CURVES
VIRGINIA DEPARTMENT OF TRANSPORTATION
PAGE
803.01
803.02
803.03
803.04
803.05
803.06
803.07
803.08
803.09
803.10
803.11
803.12
803.13
803.14
803.15
803.16
803.17
803.18
803.19
803.20
803.21
803.22
803.23
803.24
803.25
803.26
803.27
803.28
803.29
803.30
803.31
803.32
803.33
803.34
803.35
803.36
ROAD AND BRIDGE STANDARDS
REVISION DATE SHEET 3 OF 4
7/12
800.03

STANDARD
TC-5.11
ROAD AND BRIDGE STANDARDS
SHEET 4 OF 4
800.04
TRANSITION CURVES - RURAL 45 MPH DESIGN SPEED
TRANSITION CURVES - RURAL 50 MPH DESIGN SPEED
TRANSITION CURVES - RURAL 55 MPH DESIGN SPEED
TRANSITION CURVES - RURAL 60 MPH DESIGN SPEED
TRANSITION CURVES - RURAL 65 MPH DESIGN SPEED
TRANSITION CURVES - RURAL 70 MPH DESIGN SPEED
TRANSITION CURVES - RURAL 75 MPH DESIGN SPEED
TRANSITION CURVES - RURAL 80 MPH DESIGN SPEED
REVISION DATE
7/12
TITLE
INDEX OF SHEETS
SECTION 800-TRANSITION CURVES
VIRGINIA DEPARTMENT OF TRANSPORTATION
PAGE
803.37
803.38
803.39
803.40
803.41
803.42
803.43
803.44

GENERAL CONDITION
ALL ORIGINAL CROSS SECTIONS SHALL BE TAKEN FROM THE BASELINE AT STATIONS, PLUS FIFTIES, AND UNUSUAL BREAKS IN THE GROUND AS ON
TANGENT ALIGNMENT.
WHERE A PART OR ALL OF A SUPERELEVATION TRANSITION CURVE FALLS ON A VERTICAL CURVE, ELEVATIONS ON THE VERTICAL CURVE SHOULD BE
COMPUTED FOR THE POSITIONS GIVEN ON SHEET 803.15 FOR CROWN TRANSITIONS, SHEET 803.16 FOR URBAN PROJECTS AND SHEET 803.17 FOR
RURAL PROJECTS. THESE ELEVATIONS AND PLUSES SHOULD BE SHOWN ON THE PLANS FOR THE CONVENIENCE OF THE SURVEY PARTY IN STAKING
OUT THE PROJECT. THROUGHOUT THESE SECTIONS OF THE GRADE, ELEVATIONS AT EVEN STATIONS AND PLUS FIFTIES SHOULD BE OMITTED.
SLOPE STAKES SHOULD BE SET AT THE POSITIONS ON THE TRANSITION GIVEN ON SHEETS 803.15, 803.16 AND 803.17 AND GROUND CROSS
SECTIONS TAKEN AT THESE POSITIONS OMITTING THE STATIONS AND PLUS FIFTIES THROUGHOUT THE TRANSITION. IF UNUSUAL BREAKS IN THE
GROUND OCCUR, ADDITIONAL SECTIONS SHOULD, OF COURSE, BE TAKEN. ADDITIONAL SECTIONS SHOULD ALSO BE TAKEN WHERE LOCATION IS
THROUGH ROCK CUT IN ANTICIPATION OF UNUSUAL BREAKAGE WHICH MAY OCCUR DURING CONSTRUCTION.
AFTER ROUGH GRADING HAS BEEN DONE, FINE GRADING (BLUE TOP) AND FORM STAKES SHOULD BE SET AT THE POSITIONS GIVEN ON SHEET
803.15 FOR CROWN TRANSITIONS, SHEET 803.16 FOR URBAN PROJECTS OR AS GIVEN ON SHEET 803.17 FOR RURAL PROJECTS.
FINAL CROSS SECTIONS SHOULD, OF COURSE, BE TAKEN AT THOSE POSITIONS AT WHICH THE SLOPE STAKE SECTIONS WERE TAKEN. WHERE
UNUSUAL BREAKAGE IN ROCK OCCURS, AND THIS WAS NOT ANTICIPATED, ADDITIONAL FINAL SECTIONS SHOULD BE TAKEN AND ORIGINAL GROUND
SECTIONS INTERPOLATED.
BASELINE STAKES SHOULD BE SET AT ALL P.C.’S, P.T.’S, T.S.’S, S.T.’S, S.C.’S, AND C.S.’S IN STAKING OUT ALIGNMENT BUT SLOPE STAKES NEED
NOT BE SET NOR CROSS SECTIONS TAKEN AT P.C.’S OR P.T.’S EXCEPT WHERE CALLED FOR IN THE ACCOMPANYING TABLES. THE TRANSITION
WILL TAKE ITS FORM FROM THE POSITIONS GIVEN ON SHEETS 803.16 AND 803.17.
THE RIGHT OF WAY SHALL, IN ALL CASES, BE REFERENCED FROM THE BASELINE.
THE DESIGNER SHOULD EXERCISE CAUTION IN THE USE OF COMPOUND AND REVERSE CURVES UNLESS TOPOGRAPHICAL OR RIGHT OF WAY
RESTRICTIONS MAKE THEIR USE APPROPIATE. THE USE OF BROKEN-BACK CURVES SHOULD BE AVOIDED EXCEPT WHERE VERY UNUSUAL
TOPOGRAPHICAL OR RIGHT OF WAY CONDITIONS MAKE OTHER ALTERNATIVES IMPRACTICAL. THE USE OF BROKEN-BACK CURVES MAY
REQUIRE A DESIGN EXCEPTION FROM THE STATE LOCATION AND DESIGN ENGINEER. SEE SHEETS 803.11 THRU 803.14 FOR GENERAL
INFORMATION ON COMPOUND, REVERSE AND BROKEN-BACK CURVE INFORMATION.
A DESIGN EXCEPTION IS NOT REQUIRED WHEN USING VALUES FROM SHEETS 803.23 THRU 803.44 SINCE THESE TABLES WERE DERIVED
WITHIN AASHTO GUIDELINES.
REFER TO CHAPTER 4 OF AASHTO’S A POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS FOR INFORMATION ON THE USE OF
18’ PAVEMENT WIDTHS (9’ LANE WIDTHS).
ALL TANGENT RUNOUT SECTION (Lt) VALUES AND SUPERELEVATION RUNOFF LENGTHS (Lr) LISTED IN THE TABLES HAVE BEEN ROUNDED
UP TO THE NEAREST FOOT. ALL Lt VALUES ARE BASED ON A 2% CROWN.
SPECIFICATION
REFERENCE
EXPLANATION OF TABLES AND INSTRUCTIONS FOR USE
GENERAL CONDITIONS
VIRGINIA DEPARTMENT OF TRANSPORTATION
TC-5.11
ROAD AND BRIDGE STANDARDS
REVISION DATE
SHEET 1 OF 1
803.01

TC-5.11
STANDARD SYMBOLS
LOCATION BL.........................ALIGNMENT
ON WHICH THE PROPOSED RIGHT-OF-WAY AND CONSTRUCTION IS BASED.
STANDARD PAVEMENT..........THE TYPICAL PAVEMENT SECTION TO BE SHOWN ON THE ROAD PLANS.
P.C. .....................................POINT OF BEGINNING OF BASELINE CIRCULAR CURVE.
P.T. .....................................POINT OF ENDING OF BASELINE CIRCULAR CURVE.
P.C.C. ..................................POINT OF BASELINE COMPOUND CURVATURE.
P.R.C....................................POINT OF BASELINE REVERSE CURVE.
T.S. .....................................POINT OF CHANGE FROM TANGENT TO TRANSITION CURVE. (TANGENT TO SPIRAL)
S.C. .....................................POINT OF CHANGE FROM TRANSITION CURVE TO CIRCULAR CURVE. (SPIRAL TO CIRCULAR)
C.S. .....................................POINT OF CHANGE FROM CIRCULAR CURVE TO TRANSITION CURVE. (CIRCULAR TO SPIRAL)
S.T. .....................................POINT OF CHANGE FROM TRANSITION CURVE TO TANGENT. (SPIRAL TO TANGENT)
RADIUS ...............................RADIUS OF BASELINE CIRCULAR CURVE.
DV .....................................APPROXIMATE MAXIMUM SAFE SPEED IN MILES PER HOUR USING STANDARD RATE OF SUPER-
ELEVATION.
NC .....................................APPROXIMATE MAXIMUM SAFE SPEED IN MILES PER HOUR WITH NO SUPERELEVATION.
FACTORS APPLY ONLY TO URBAN LOW SPEED CONDITIONS.
Lr ......................................LENGTH OF TRANSITION CURVE MEASURED ALONG BASELINE. WHERE NO TRANSITION CURVE
IS APPLIED Lr IS LENGTH OF SUPERELEVATION RUNOFF SECTION.
W OR PW .........................WIDTH OF STANDARD PAVEMENT.
ZT ......................................DISTANCE FROM TRANSITIONED BASELINE TO EDGES OF TRANSITIONED PAVEMENT
w .......................................MAXIMUM TOTAL PAVEMENT WIDENING.
E ........................................RATE OF SUPERELEVATION.
F ........................................SAFE SIDE FRICTION FACTOR.
S .......................................AMOUNT OF SUPERELEVATION TO BE APPLIED TO THE BASELINE GRADE TO OBTAIN THE
ELEVATIONS OF THE EDGES OF TRANSITIONED PAVEMENT.
C .......................................DIFFERENCE IN ELEVATION BETWEEN BASELINE (CENTER) AND EDGE OF PAVEMENT FOR
STANDARD PAVEMENT CROWN.
Lt .....................................STANDARD PAVEMENT CROWN TRANSITION OR TANGENT RUNOUT SECTION.
CP .....................................CHORD POINT (1/10 INCREMENTS OF TRANSITION CURVE).
NPC.....................................NORMAL PAVEMENT CROWN.
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 1
803.02
REVISION DATE
ALL DISTANCES (HORIZONTAL AND VERTICAL) ARE MEASURED IN FEET.
TRANSITION CURVES FOR RURAL AND URBAN
HIGHWAYS AND STREET CONDITIONS
VIRGINIA DEPARTMENT OF TRANSPORTATION
SPECIFICATION
REFERENCE

RURAL CONDITION
RURAL CONDITIONS APPLY TO INTERSTATE, ARTERIAL, PRIMARY AND SECONDARY SYSTEMS OR TO ANY OTHER ROAD
WITH RURAL TYPE DESIGN AND OPERATING CONDITIONS.
THESE TABLES CONTAIN THE MINIMUM ALLOWABLE SUPERELEVATION, TRANSITION LENGTHS, AND WIDENING
CORRECTIONS FOR STANDARD RURAL PAVEMENT WIDTHS THROUGH A RANGE OF DESIGN VELOCITIES CONSIDERED
MOST LIKELY TO BE USED IN RURAL HIGHWAY DESIGN.
DEFINITIONS FOR THE STANDARD SYMBOLS USED THROUGHOUT THESE TABLES ARE FOUND ON SHEET 803.02.
FOR MINIMUM DESIGN FACTORS FOR VARIOUS DESIGN SPEEDS FOR RURAL CONDITIONS SEE SHEETS 803.32 THRU 803.44.
ON CURVES WITH NO PAVEMENT WIDENING. PAVEMENT WILL BE SUPERELEVATED BY AN AMOUNT EQUAL TO THE RATE
SHOWN IN THE TABLES. SEE SHEET 803.06 FOR A GRAPHICAL ILLUSTRATION OF THE APPLICATION OF THIS CORRECTION.
ON CURVES WITH PAVEMENT WIDENING, WIDENING WILL BE ACHEIVED BY EQUAL WIDENING OF BOTH EDGES OF PAVEMENT
OVER THE SUPERELEVATION RUNOFF LENGTH. SEE PAGE 803.05 FOR DETAILS.
WHEN USING COMPOUND OR REVERSE CURVES WITH RURAL CONDITIONS, SEE SHEETS 803.11, 803.12, 803.13, AND
803.14 FOR DETAILS OF TRANSITIONS.
FOR CURVE RADII NOT LISTED IN TABLES, REFER TO SHEET 803.20 TO CALCULATE SUPERELEVATION RUNOFF LENGTH
(Lr) AND PAVEMENT WIDENING (w).
Lr AND E SHALL BE SHOWN ON THE PLANS FOR ALL CURVES.
FOR ADDITIONAL GENERAL INSTRUCTIONS (BOTH URBAN AND RURAL) SEE SHEET 803.01.
SPECIFICATION
REFERENCE
EXPLANATION OF TABLES AND INSTRUCTIONS FOR USE
RURAL CONDITION
VIRGINIA DEPARTMENT OF TRANSPORTATION
ROAD AND BRIDGE STANDARDS
REVISION DATE
TC-5.11
SHEET 1 OF 1
803.03

TC-5.11
STREET OPERATING CONDITIONS.
URBAN CONDITION
URBAN CONDITIONS APPLY TO URBAN STREET SYSTEMS AND ANY OTHER ROAD WITH PRESENT OR FUTURE URBAN
THESE TABLES CONTAIN THE MINIMUM SUPERELEVATION RATES AND TRANSITION LENGTHS FOR STANDARD URBAN
PAVEMENT WIDTHS THROUGH A RANGE OF DESIGN VELOCITIES CONSIDERED MOST LIKELY TO BE USED
IN URBAN ROAD DESIGN.
DEFINITIONS FOR THE STANDARD SYMBOLS USED THROUGHOUT THESE TABLES ARE FOUND ON SHEET 803.02.
A TABLE FOR "LOW SPEED URBAN" DESIGNS IS ON SHEET 803.23 WITH A RANGE OF STANDARD PAVEMENT WIDTHS
(W), TRANSITION LENGTHS (Lr), AND RADII OF CURVE WHEN SUPERELEVATED BY AN AMOUNT EQUAL TO THE NORMAL
CROWN AND THE APPROXIMATE MAXIMUM SAFE SPEEDS (DV) AFFORDED THEREBY. VALUES IN THIS TABLE CAN BE
USED ON STREETS WITH OPERATING SPEEDS LESS THAN OR EQUAL TO 45 MPH. ALSO SHOWN ARE THE APPROXIMATE
MAXIMUM SAFE SPEEDS (NC) WITH NO SUPERELEVATION. VALUES FOR (NC) CAN BE USED ON URBAN ARTERIAL,
COLLECTOR, AND LOCAL STREETS.
FOR MINIMUM DESIGN FACTORS FOR VARIOUS DESIGN SPEEDS FOR URBAN CONDITIONS SEE SHEETS 803.24 THRU 803.31
THE USE OF SPIRAL TRANSITIONS FOR COMPOUND AND REVERSE CURVES ON URBAN ROADWAYS SHOULD BE AVOIDED.
HOWEVER, THE ENGINEER DOES HAVE LATITUDE IN THE USE OF SPIRAL TRANSITIONS IF THE GEOMETRICS ARE WARRANTED.
SHOULD SPIRAL TRANSITIONS BE UTILIZED, SEE PAGE 803.13 AND 803.14 FOR DETAILS. WHEN URBAN CONDITIONS APPLY
THERE WILL BE NO PAVEMENT WIDENING. THE LENGTH OF TRANSITION (Lr) DETERMINES THE LENGTH OF SUPERELEVATION
TRANSITION THROUGH WHICH THE OUTER EDGE OF PAVEMENT IS RAISED ABOVE THE BASELINE GRADE TO A MAXIMUM
W
OF E ( .
2)
SEE SHEET 803.07 FOR A GRAPHICAL ILLUSTRATION OF THE APPLICATION OF THIS CORRECTION.
FOR CURVE RADII NOT LISTED IN TABLES REFER TO SHEET 803.20 TO CALCULATE TRANSITION LENGTHS (Lr).
Lr SHALL BE SHOWN ON THE PLANS FOR ALL CURVES.
E SHALL BE SHOWN ON THE PLANS FOR ALL CURVES WITH URBAN STREET CONDITIONS.
FOR ADDITIONAL GENERAL INSTRUCTIONS (BOTH URBAN AND RURAL) SEE SHEET 803.01.
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 1
803.04
REVISION DATE
EXPLANATION OF TABLES AND INSTRUCTIONS FOR USE
URBAN CONDITION
VIRGINIA DEPARTMENT OF TRANSPORTATION
SPECIFICATION
REFERENCE

CHORD POINTS (CP)
NOTE:
NOTE:
=
TANGENT
PAVEMENT WIDENING OF RURAL ROADWAYS
OF BOTH EDGES OF PAVEMENT OVER THE
ON THE INSIDE OF CURVE THE STANDARD
THEN THE (S) VALUES SHALL BE APPLIED.
10
WILL BE ACHIEVED BY EQUAL WIDENING
IT IS EXCEEDED BY THE TABULATED (S) VALUE,
EDGE OF PAVE.
NORMAL CROWN
=
Lr
SUPERELEVATION RUNOFF LENGTH (Lr).
PAVEMENT CROWN (C) SHALL BE HELD UNTIL
SPECIFICATION
REFERENCE
Lt
Lr(2/E)
FINISHED GRADE LINE
B
W
2
W
2
Lt
T.S. OR S.T.
( L GRADE)
Lr
10
CP
T.S. OR
S.T.
S
OUTSIDE EDGE OF
Lr Lr Lr Lr Lr Lr Lr Lr Lr
10 10 10 10 10 10 10 10 10
TRANSITIONED PAVE.
SPIRAL TRANSITION
VARIABLE
Lr X C
S
PLAN OF TRANSITION
C
=
=
PROFILE OF TRANSITION
PAVEMENT SURFACE
Lr
C
C (W/2)(NPC/100)
S (W/2)(E/100)
B L
ZT ZT
CROSS SECTION THRU TRANSITION
S.C. OR C.S.
PLAN GRADE ELEVATION AS
P
P
B
COMPUTED FOR LOCATION L.
L
DETAIL FOR TRANSITIONED B RURAL CONDITION
WITH PAVEMENT WIDENING
Lr
VIRGINIA DEPARTMENT OF TRANSPORTATION
S
S.C. OR C.S. S
INSIDE EDGE OF
TRANSITIONED PAVE.
ZT
S
ZT
B L
CIRCULAR CURVE
OUTSIDE EDGE OF
TRANSITIONED PAVEMENT
B
L GRADE
INSIDE EDGE OF
TRANSITIONED PAVEMENT
TC-5.11
ZT
NOTE: SHORT VERTICAL CURVES SHOULD BE INSERTED
BY EYE AT POINTS (P) IF CONSIDERED NECESSARY.
W w
= +
2
ROAD AND BRIDGE STANDARDS
REVISION DATE
SHEET 1 OF 1
803.05

TC-5.11
A B
B
L
NORMAL TANGENT RUNOUT
CROWN
OUTSIDE EDGE OF PAVEMENT
B
L
GRADE
A B
STANDARD PAVEMENT CROWN
PC
P.C. OR P.T.
INSIDE EDGE OF PAVEMENT
SUPERELEVATED BY AN AMOUNT EQUAL TO THE
C
C
B
L
PLAN
PT
SUPERELEVATION
C
C
OUTSIDE EDGE OF PAVEMENT
B L
B
L
GRADE
NORMAL
CROWN
C = (W/2)(NPC/100) C = (W/2)(NPC/100)
S = (W/2)(E/100)
Lt
SUPERELEVATION
(Lt)
RUNOFF
(Lr)
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 1
803.06
REVISION DATE
M
U
F
NI
L
L
MI
U
S
M
U
2/3 Lr 1/3 Lr
P
L
2/3 Lr
E
E
R
N
E
G
L
T
Lr
E
H
V
A
/1
T
3
OI
N
L
r
E(
)
1/3 Lr 2/3 Lr
1/3 Lr
RUNOFF
(Lr)
TANGENT RUNOUT
(Lt)
Lt
=
Lt Lr(2/E)
2/3 Lr
P.C. OR P.T.
INSIDE EDGE OF PAVEMENT
NOTE : ON THE INSIDE OF CURVE THE STANDARD PAVEMENT
CROWN (C) SHALL BE HELD UNTIL IT IS EXCEEDED BY THE
TABULATED RATE OF SUPERELEVATION (E).
SECTION A-A
NORMAL CROWN
SECTION B-B
NORMAL CROWN
REMOVED (FLAT)
SECTION C-C
FULL SUPERELEVATION
SUPERELEVATED BY AN AMOUNT EXCEEDING THE
STANDARD PAVEMENT CROWN
DETAIL FOR NON-TRANSITION B L URBAN & RURAL
CONDITIONS W/OUT PAVEMENT WIDENING
VIRGINIA DEPARTMENT OF TRANSPORTATION
Lr
1/3 Lr
C
C
B L
B L
B L
S
S
SPECIFICATION
REFERENCE

SPECIFICATION
REFERENCE
*
POINT OF FINISHED GRADE
POINT OF FINISHED GRADE
24’ - 0"
33’ - 0"
(SUPERELEVATION RUNOFF).
B L
THE ELEVATION DIFFERENTIAL BETWEEN NORMAL CROWN AND MAXIMUM SUPERELEVATION,
RELATIVE TO THE BASELINE PROFILE.
48’ - 0"
(DESIGN SOFTWARE - 2 LANES, 12 FT. WIDE)
ADDITIONAL INFORMATION MAY BE OBTAINED FROM A POLICY ON GEOMETRIC DESIGN OF
HIGHWAYS AND STREETS (AASHTO) BOOK, CHAPTER III - ELEMENTS OF DESIGN
B L
VIRGINIA DEPARTMENT OF TRANSPORTATION
18’ - 0" 24’ - 0"
33’ - 0"
*
(DESIGN SOFTWARE - 3 LANES, 11 FT. WIDE)
ON STANDARD TC-5.11ULS, TC-5.11U , AND TC-5.11R (WITHOUT PAVEMENT WIDENING)
SUPERELEVATED CURVES, POSITION THE SUPERELEVATION RUNOFF SECTION (Lr)
TWO THIRDS (2/3) ON THE TANGENT AND ONE THIRD (1/3) INTO THE CURVE.
STATIONS AND ELEVATIONS FOR THESE TRANSITIONS WILL NEED TO BE COMPUTED
FOR TS, SC, CS, ST AND EVERY 25’ INCREMENT ( i.e., 10+00, 10+25, 10+50, 10+75, etc...)
DETAILS OF SUPERELEVATION ABOUT BASELINE
*
TC-5.11
ROAD AND BRIDGE STANDARDS
REVISION DATE
SHEET 1 OF 1
803.07

TC-5.11
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 1
803.08
REVISION DATE
*
POINT OF FINISHED GRADE
EDGE OF PAVEMENT ON THE HIGH SIDE.
POINT OF FINISHED GRADE B L
THE ELEVATION DIFFERENTIAL BETWEEN NORMAL CROWN AND MAXIMUM SUPERELEVATION, RELATIVE
TO THE BASELINE PROFILE.
(SUPERELEVATION RUNOFF).
24’
(DESIGN SOFTWARE - 2 LANES, 12 FT. WIDE)
THE PAVEMENT WIDTHS SHOWN IN THE STANDARD TC-5.11 TABLES ON SHEET 803.24
THROUGH 803.44 REPRESENT TWICE THE DISTANCE FROM THE CROWNLINE TO THE
24’ 42’
HIGHWAYS AND STREETS (AASHTO) BOOK, CHAPTER III - ELEMENTS OF DESIGN
PROJECTS IN WHICH LANES MAY BE ADDED IN THE FUTURE IN THE MEDIAN AREA SHOULD BE
DESIGNED WITH THE CONSTRUCTION BASELINE AND POINT OF FINISHED GRADE LOCATED IN THE
MIDDLE OF THE MEDIAN. SUPERELEVATION IS TO BE ROTATED FROM THIS BASELINE POINT.
THIS WILL PREVENT UNEVEN PAVEMENT PROBLEMS (WHEN ADDITIONAL LANES ARE ADDED IN THE
MEDIAN AREA) SUCH AS CROSSOVER GRADES AS WELL AS THE NEED FOR RETAINING WALLS,
MEDIAN BARRIERS AND SPECIAL DESIGN DRAINAGE STRUCTURES. ADDITIONAL RIGHT OF WAY OR
EASEMENTS, IN MOST SITUATIONS, WILL NOT BE REQUIRED.
B L
*
ADDITIONAL INFORMATION MAY BE OBTAINED FROM A POLICY ON GEOMETRIC DESIGN OF
12’
(DESIGN SOFTWARE - 4 LANES, 12 FT. WIDE)
DETAILS OF SUPERELEVATION ABOUT BASELINE
24’
VIRGINIA DEPARTMENT OF TRANSPORTATION
*

A
SPECIFICATION
REFERENCE
LANE 4
25
LANE 6
A
1500’
RADIUS
1500’
RADIUS
B
B
35
C
C
B L
B L
EXAMPLE FOR FOUR LANE ROADWAYS ROAD AND BRIDGE STANDARDS
VIRGINIA DEPARTMENT OF TRANSPORTATION
45
D
D
4000’
RADIUS
4000’
RADIUS
55
E
REVISION DATE
E
TC-5.11
SHEET 1 OF 1
803.09

TC-5.11
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 1
803.10
REVISION DATE
LANE
4
NORMAL CROWN
MAXIMUM SUPER
NORMAL CROWN
MAXIMUM SUPER
B L BL
NORMAL CROWN
SECTION
E
SECTION
D
SECTION
C
SECTION
B
SECTION
A
LANE
NORMAL CROWN
MAXIMUM SUPER
NORMAL CROWN
MAXIMUM SUPER
NORMAL CROWN
CROSS SECTION - FOUR LANE ROADWAY
VIRGINIA DEPARTMENT OF TRANSPORTATION
6

SPECIFICATION
REFERENCE
FIRST CURVE
(R1)
FIRST CURVE
B
L
GRADE
ZT
ZT
S
S
C.S.
OR S.C.
NOTE:
1.
2.
3.
OR S.C.
HIGH SIDE EDGE OF PAVEMENT
LOW SIDE EDGE
OF PAVEMENT
C.S.
LENGTH OF COMPOUND SPIRAL
B L
P.C.C.
PLAN
P.C.C.
PROFILE
SPIRAL TRANSITION
S.C
OR C.S.
SECOND
ZT
S.C.
S
S
OR C.S.
ZT
CURVE (R2)
HIGH SIDE EDGE
OF PAVEMENT
SECOND CURVE
B GRADE
L
LOW SIDE EDGE
OF PAVEMENT
FOR COMPOUND CURVES ON OPEN ROADWAYS, THE RATIO OF FLATTER RADIUS (R1) TO THE SHARPER RADIUS (R2)
SHALL NOT EXCEED 1.5:1.
FOR COMPOUND CURVES ON RAMPS AND AT INTERSECTIONS, THE RATIO OF THE FLATTER RADIUS (R1) TO THE
SHARPER RADIUS (R2) SHALL NOT EXCEED 2:1. WHERE PRACTICAL, A DESIRABLE MAXIMUM RATIO OF 1.75:1 SHOULD BE USED.
COMPUTE STRAIGHT LINE WIDENING AND SUPERELEVATION TRANSITION FROM MAXIMUM OF FIRST CURVE TO
MAXIMUM OF SECOND CURVE.
4. REFER TO CHAPTER 3 OF THE AASHTO GREEN BOOK FOR ADDITIONAL COMPOUND CURVE DESIGN INFORMATION.
5. THE SEPARATE CURVES THAT ARE COMBINED TO CREATE THE COMPOUND CURVE, SHOULD BE OF SUFFICIENT LENGTH TO ALLOW
ADEQUATE DEVELOPMENT OF THE FULL SUPERELEVATION ON EACH CURVE.
METHOD OF APPLYING TC-5.11 ON COMPOUND CURVES
RURAL CONDITIONS WITH PAVEMENT WIDENING
VIRGINIA DEPARTMENT OF TRANSPORTATION
TC-5.11
ROAD AND BRIDGE STANDARDS
REVISION DATE
SHEET 1 OF 1
803.11

TC-5.11
FIRST CURVE
B
L
GRADE
ZT
HIGH SIDE EDGE
OF PAVEMENT
LOW SIDE EDGE
OF PAVEMENT
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 1
803.12
REVISION DATE
FIRST CURVE
S
S
C.S.
ZT
OR S.C.
NOTE:
C.S.
OR S.C.
Lr FIRST CURVE
B L
P.R.C.
PLAN
PROFILE
Lr SECOND CURVE
SPIRAL TRANSITION
1. COMPUTE STRAIGHT LINE WIDENING AND SUPERELEVATION TRANSITION FROM MAXIMUM OF FIRST CURVE
TO MAXIMUM OF SECOND CURVE.
ZT
SECOND CURVE
C.S. OR S.C.
C.S. OR
ZT
C.S.
HIGH SIDE EDGE
OF PAVEMENT
S
SECOND CURVE
B GRADE
S L
LOW SIDE EDGE
OF PAVEMENT
2. REFER TO CHAPTER 3 OF THE AASHTO’S A POLICY ON THE GEOMETRIC DESIGN OF HIGHWAYS AND STREETS
FOR ADDITIONAL REVERSE CURVE DESIGN INFORMATION.
3. REVERSE CURVES SHOULD HAVE A CURVE LENGTH THAT ALLOWS ADEQUATE DEVELOPMENT OF
THE FULL SUPERELEVATED SECTION OF PAVEMENT FOR EACH CURVE.
METHOD OF APPLYING TC-5.11 ON REVERSE CURVES
RURAL CONDITION WITH PAVEMENT WIDENING
VIRGINIA DEPARTMENT OF TRANSPORTATION
SPECIFICATION
REFERENCE

SPECIFICATION
REFERENCE
FIRST CURVE
(R1)
FIRST CURVE
B
L
GRADE
W/2
HIGH SIDE EDGE
OF PAVEMENT
LOW SIDE EDGE
OF PAVEMENT
W/2
S
S
C.S.
OR S.C.
C.S.
NOTE:
OR S.C.
C
O
M
P
U
T
E
D
L
L
E
r
N
G
F
T
R
H
O
M
B L
P.C.C.
PLAN
P.C.C.
PROFILE
SECOND
1. FOR COMPOUND CURVES ON OPEN ROADWAYS, THE RATIO OF FLATTER RADIUS (R1) TO THE SHARPER RADIUS (R2)
SHALL NOT EXCEED 1.5:1.
2. FOR COMPOUND CURVES ON RAMPS AND AT INTERSECTIONS, THE RATIO OF THE FLATTER RADIUS (R1) TO THE
SHARPER RADIUS (R2) SHALL NOT EXCEED 2:1. WHERE PRACTICAL, A DESIRABLE MAXIMUM RATIO OF 1.75:1 SHOULD BE USED.
3. COMPUTE SUPERELEVATION TRANSITION FROM MAXIMUM OF FIRST CURVE TO MAXIMUM OF SECOND CURVE.
LENGTH OF COMPOUND SPIRAL COMPUTED PER PAGE 803.20.
W/2
S.C.
HIGH SIDE EDGE
OF PAVEMENT
S
S
OR C.S.
W/2
CURVE (R2)
SECOND CURVE
B GRADE
L
4. REFER TO CHAPTER 3 OF THE AASHTO GREEN BOOK FOR ADDITIONAL COMPOUND CURVE DESIGN INFORMATION.
METHOD OF APPLYING TC-5.11 ON COMPOUND CURVES
URBAN & RURAL CONDITIONS W/OUT PAVEMENT WIDENING
VIRGINIA DEPARTMENT OF TRANSPORTATION
O
F
F
RI
T
S
R
T
A
N
C
S
U
TI
R
OI
V
N
E
T
O
S
E
C
O
N
D
LOW SIDE EDGE
OF PAVEMENT
5. THE SEPARATE CURVES THAT ARE COMBINED TO CREATE THE COMPOUND CURVE, SHOULD BE OF SUFFICIENT LENGTH TO ALLOW
ADEQUATE DEVELOPMENT OF THE FULL SUPERELEVATION ON EACH CURVE.
S.C
OR C.S.
ROAD AND BRIDGE STANDARDS
REVISION DATE
TC-5.11
SHEET 1 OF 1
803.13

TC-5.11
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 1
803.14
HIGH SIDE EDGE
OF PAVEMENT
FIRST CURVE
B
L
GRADE
LOW SIDE EDGE
OF PAVEMENT
REVISION DATE
W/2
FIRST CURVE
S
S
C.S.
W/2
OR S.C.
NOTES:
C.S.
OR S.C.
Lr FIRST CURVE
B L
P.R.C.
PLAN
PROFILE
Lr SECOND CURVE
SPIRAL TRANSITION
1. COMPUTE SUPERELEVATION TRANSITION FROM MAXIMUM OF FIRST CURVE
TO MAXIMUM OF SECOND CURVE. LENGTH OF SUPERELEVATION RUNOFF (Lr)
COMPUTED PER PAGE 803.20.
METHOD OF APPLYING TC-5.11 ON REVERSE CURVES
URBAN & RURAL CONDITIONS W/OUT PAVEMENT WIDENING
VIRGINIA DEPARTMENT OF TRANSPORTATION
W/2
SECOND CURVE
C.S. OR S.C.
C.S. OR
W/2
HIGH SIDE EDGE
OF PAVEMENT
S
SECOND CURVE
B GRADE
S L
LOW SIDE EDGE
OF PAVEMENT
2. REFER TO CHAPTER 3 OF THE AASHTO’S A POLICY ON THE GEOMETRIC DESIGN OF HIGHWAYS AND STREETS
FOR ADDITIONAL REVERSE CURVE DESIGN INFORMATION.
3. THE USE OF SPIRAL TRANSITIONS FOR COMPOUND AND REVERSE CURVES ON URBAN ROADWAYS SHOULD
BE AVOIDED. HOWEVER, THE ENGINEER DOES HAVE LATITUDE IN THE USE OF SPIRAL TRANSITIONS IF THE
GEOMETRICS ARE WARRANTED.
4. REVERSE CURVES SHOULD HAVE A CURVE LENGTH THAT ALLOWS ADEQUATE DEVELOPMENT OF
THE FULL SUPERELEVATED SECTION OF PAVEMENT FOR EACH CURVE.
C.S.
SPECIFICATION
REFERENCE

SPECIFICATION
REFERENCE
NOTE:
LENGTH OF
TANGENT RUNOUT
(Lt)
220
200
180
160
140
120
100
90
80
60
40
START/END
0
0
0
0
0
0
0
0
0
0
0
TRANSITION TABLE
DISTANCE IN FEET FROM
1 2 3 4
TABLE LISTS POSTIONS ON TRANSITIONS AT WHICH SLOPE STAKES SHOULD BE SET,
CONSTRUCTION AND FINAL CROSS-SECTIONS TAKEN, FINE GRADING STAKES (BLUE TOP)
SET, AND FORM STAKES SET (CONCRETE PAVEMENT ONLY).
OF
SUPERELEVATION
RUNOFF
(Lr)
START/END OF SUPERELEVATION RUNOFF SECTION (Lr)
44
40
36
32
28
24
20
18
16
15
20
CROWN TRANSITION / TANGENT RUNOUT (Lt) TABLE
88
80
72
64
56
48
40
36
32
30
VIRGINIA DEPARTMENT OF TRANSPORTATION
132
120
108
96
84
72
60
54
48
45
176
140
144
128
112
96
80
72
64
NORMAL
CROWN
220
200
180
160
140
120
100
90
80
60
40
ROAD AND BRIDGE STANDARDS
REVISION DATE
TC-5.11
SHEET 1 OF 1
803.15

TC-5.11
LENGTH OF
SUPERELEVATION
NOTE :
RUNOFF
(Lr)
480
460
440 293 249
420
400
380
360
340
320
300
280
260
240
220
200
180
160
320
307
280
267
253
240
227
213
200
187
173
160
147
133
120
107
238
181
170
TABLE GIVING POSITIONS ON CURVES AT WHICH SLOPE STAKES SHOULD BE SET,
205
AND FORM STAKES SET (CONCRETE PAVEMENT ONLY).
113
102
URBAN CONDITIONS
FOR USE WITH FLEXIBLE AND CONCRETE PAVEMENT
CONSTRUCTION AND FINAL CROSS-SECTIONS TAKEN, FINE GRADING STAKES (BLUE TOP) SET,
DENOTES ADDITIONAL STAKING POSITIONS
*
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 1
803.16
END/
BEGIN
TANGENT
RUNOUT
(Lt)
REVISION DATE
RURAL CONDITIONS WITHOUT PAVEMENT WIDENING
272
261
227
215
204
193
159
147
136
125
91
DISTANCE IN FEET FROM P.C.
OR
DISTANCE IN FEET FROM
P.C. OR P.T. ON TANGENT
P.T.
P.C. OR P.T. ON CURVE
1 2 3 4 5
224
215
196
187
177
168
159
149
140
131
121
112
103
93
84
75
176
169
161
154
147
139
132
125
117
110
103
95
88
81
73
66
59
*
*
*
*
*
*
128
123
117
112
107
101
96
91
85
80
75
69
64
59
53
48
43
80
77
73
70
67
63
60
57
53
50
47
43
40
37
33
30
27
+ -
(Lr POSITIONED 2/3 ON TANGENT, 1/3 ON CURVE)
FOR USE WITH CONCRETE PAVEMENT ONLY.
6
32
31
29
28
27
25
24
23
21
20
19
17
16
15
13
12
11
+ -
STAKE
STAKE
STAKE
STAKE
STAKE
STAKE
STAKE
STAKE
STAKE
STAKE
STAKE
STAKE
STAKE
STAKE
STAKE
STAKE
STAKE
TABLE I
VIRGINIA DEPARTMENT OF TRANSPORTATION
7 8 9
16 64
15
15
14
56
13 53 93
13
103 147
89
12 48 84
11 45 79
11
10
40
107
9 37 65 93
9 35
61
8 32 56 80
7
7
6
5
61
59
51
43
29
27
24
21
*
*
*
*
*
*
112
107
98
75
70
51
47
42
37
FULL
SUPER
ELEVATION
160
153
140
133
127
120
113
100
87
73
67
60
53
(E)
SPECIFICATION
REFERENCE

SPECIFICATION
REFERENCE
NOTE :
LENGTH OF
SUPERELEVATION
RUNOFF (Lr)
480
460
440
420
400
380
360
340
320
300
280
260
240
220
200
180
160
T.S.
OR
S.T.
CONSTRUCTION AND FINAL CROSS-SECTIONS TAKEN, FINE GRADING STAKES (BLUE TOP) SET,
AND FORM STAKES SET (CONCRETE PAVEMENT ONLY).
48
DENOTES ADDITIONAL STAKING POSITIONS
*
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
RURAL CONDITIONS WITH PAVEMENT WIDENING
46
44
42
40
38
36
34
32
30
28
26
24
22
20
18
16
FOR USE WITH FLEXIBLE AND CONCRETE PAVEMENT
ALONG SPIRAL TRANSITION
1 2 3 4 5 6
*
*
*
*
*
*
96
92 138
88
84 126
80
76 114
72
68 102
64 96
60
56 84
52
48 72
44
DISTANCE IN FEET FROM T.S. OR S.T.
40 60 *
36 54 *
32 48 *
96
230
210
190
170
150
130
88 110
80
72
64 80
TABLE GIVING POSITIONS ON TRANSITION CURVES AT WHICH SLOPE STAKES SHOULD BE SET,
144
132
120
108
90
78
66
*
*
*
192
184
176
168
160
152
144
136
128
120
112
104
FOR USE WITH CONCRETE PAVEMENT ONLY.
TABLE 2
240
220
200
180
160
140
120
100
90
VIRGINIA DEPARTMENT OF TRANSPORTATION
*
*
*
*
*
*
288
276
264
252
240
228
216
204
192
180
168
156
144
132
120
7 8 9
336 384 432
322
308
294
280
266
252
238
224
210
196
182
168
154
140
*
*
*
*
108 126 *
96 112 *
368
352
336
320
304
288
272
256
240
224
208
192
176
160
144
128
414
396
378
360
342
324
306
288
270
252
234
216
198
180
*
*
*
*
162 *
144
*
S.C.
OR
C.S.
480
460
440
420
400
380
360
340
320
300
280
260
240
220
200
180
160
TC-5.11
ROAD AND BRIDGE STANDARDS
REVISION DATE
SHEET 1 OF 1
803.17

TC-5.11
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 1
803.18
REVISION DATE
THIS PAGE INTENTIONALLY LEFT BLANK
VIRGINIA DEPARTMENT OF TRANSPORTATION
SPECIFICATION
REFERENCE

SPECIFICATION
REFERENCE
GENERAL DESIGN CONSIDERATIONS
1. WHERE PAVEMENT WIDENING IS REQUIRED, THE APPROPRIATE WIDENING IS ADDED
TO THE LANE WIDTH WHEN CALCULATING THE SUPERELEVATION RUNOFF LENGTH (Lr).
2. THE COMPUTED SUPERELEVATION RUNOFF LENGTH (Lr) IS ROUNDED UP TO THE
NEAREST FOOT.
3. WHEN THE SUPERELEVATION RUNOFF LENGTH (Lr) IS CALCULATED, IT MUST BE
COMPARED WITH THE MINIMUM VALUE LISTED IN THE APPROPRIATE COLUMN ON
THE RELATIVE GRADIENT TABLE.
4. TANGENT RUNOUT (Lt) IS ALWAYS ACHIEVED OUTSIDE OF THE SUPERELEVATION
RUNOFF SECTION (Lr).
5. NO PAVEMENT WIDENING IS REQUIRED FOR URBAN ROADWAYS.
6. PAVEMENT WIDENING IS APPLIED ONLY WHEN CALCULATED WIDENING (w) IS
EQUAL TO OR GREATER THAN 2 FEET. SEE PAGE 803.05 FOR DETAIL.
7. WHEN CALCULATING WIDENING (w) FOR MULTI-LANE RURAL ROADWAYS, WIDENING
IS FIRST CALCULATED USING THE SINGLE LANE WIDTH FOR "W".
9. CALCULATED WIDENING IS ROUNDED UP TO THE NEAREST 0.1 FOOT.
10. CURVES WITH SPIRAL CURVE TRANSITIONS MUST HAVE A MINIMUM SUPERELEVATION
RUNOFF LENGTH (Lr) EQUAL TO 2 SECONDS OF TRAVEL TIME AT THE ROADWAY’S
DESIGN SPEED AS NOTED IN THE RELATIVE GRADIENT TABLE.
11. THE MINIMUM LENGTH OF CURVE SHOULD EQUAL THE LENGTH OF
SUPERELEVATION TRANSITION OR Lr. THIS IS TO ALLOW SUFFICIENT
DEVELOPMENT OF THE FULL SUPERELEVATED SECTION OF PAVEMENT
1
WHICH SHOULD BE A MINIMUM LENGTH OF 3 THE TRANSITION Lr.
12. REVERSE CURVES SHOULD BE SEPARATED BY A TANGENT OF SUFFICENT LENGTH
TO ALLOW THE FULL Lr AND Lt FOR EACH CURVE. IF THIS IS NOT POSSIBLE A
MINIMUM LENGTH OF TANGENT SHOULD ALLOW FOR THE FULL Lr FOR EACH CURVE.
13. REVERSE CURVES THAT MEET AT A PRC SHOULD HAVE A CURVE LENGTH THAT ALLOWS
ADEQUATE DEVELOPMENT OF THE FULL SUPERELEVATED SECTION OF PAVEMENT FOR EACH CURVE.
14. THE SEPARATE CURVES THAT ARE COMBINED TO CREATE THE COMPOUND CURVE, SHOULD BE
OF SUFFICIENT LENGTH TO ALLOW ADEQUATE DEVELOPMENT OF THE FULL SUPERELEVATION ON
EACH CURVE.
METHODOLOGIES FOR CALCULATING TC-5.11 VALUES
VIRGINIA DEPARTMENT OF TRANSPORTATION
MAXIMUM RADIUS FOR USE OF
A SPIRAL CURVE TRANSITION
R
DESIGN
SPEED
(mph)
20
25
30
35
40
45
50
55
60
65
70
75
80
MAXIMUM
RADIUS
(ft)
203
317
456
620
810
1025
1265
1531
1822
2138
2479
2846
3238
MAXIMUM LENGTH OF SPIRAL
L 24 p R
s,max max
L s,max
p max
=
=
=
=
( )
MAXIMUM LENGTH OF SPIRAL, ft
MAXIMUM LATERAL OFFSET
BETWEEN THE TANGENT AND
CIRCULAR CURVE (3.3 ft)
RADIUS OF CIRCULAR CURVE, ft
ROAD AND BRIDGE STANDARDS
REVISION DATE
TC-5.11
SHEET 1 OF 1
803.19

TC-5.11
A -
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 1
803.20
FRONT OVERHANG OF DESIGN VEHICLE FROM
APPROPRIATE TABLE.
bw - ADJUSTMENT FACTOR FROM TABLE.
C -
E -
e -
d
e -
NC
F -
A
L -
Lr -
ADJUSTMENT FACTORS
NUMBER
OF
LANES
ROTATED
n1
LATERAL CLEARANCE OF DESIGN VEHICLE FROM
APPROPRIATE TABLE.
SUPERELEVATION RATE FROM APPROPRIATE
TABLE.
CALCULATED WIDTH OF OVERHANG FOR DESIGN
VEHICLE.
WHEELBASE OF DESIGN VEHICLE FROM
APPROPRIATE TABLE.
LENGTH OF SUPERELEVATION
RUNOFF SECTION.
1
1.5
2
2.5
3
3.5
REVISION DATE
ADJUSTMENT
FACTOR
(b ) W
1.00
0.8333
0.75
0.70
0.6667
0.6425
NORMAL CROSS SLOPE RATE, PERCENT
DESIGN SUPERELEVATION RATE, PERCENT
NO WIDENING REQUIRED
= W n 1
=
=
=
Lr b (W n E/rg)
Lr M(WE/rg) (ALT. MULTI-LANE)
M -
DESIGN
SPEED
V
D
MPH
20
25
30
35
40
45
50
55
60
65
70
75
80
DEFINITIONS
N - NUMBER OF LANES.
n -
1
R - RADIUS OF CURVE.
MAXIMUM
RELATIVE
GRADIENT
(rg)
12’ LANE
0.74
0.70
0.66
0.62
0.58
0.54
0.50
0.47
0.45
0.43
0.40
0.38
MIN. TRANSITION
LENGTH IN FEET
RURAL CONDITIONS
WITH PAVEMENT
WIDENING AND REVERSE
CURVES FOR ALL CONDITIONS
(2 SECOND RULE)
METHODOLOGIES FOR CALCULATING TC-5.11 VALUES
59
74
88
103
117
132
147
161
176
191
205
220
0.35 235
rg - RELATIVE GRADIENT FROM APPROPRIATE TABLE.
U -
WIDENING REQUIRED
Lr b [E n (W w/N)/rg]
W 1
+ + n
Lt - LENGTH OF TANGENT RUNOUT SECTION
MULTIPLE LANE FACTOR.
Pw - PAVEMENT WIDTH.
Lr m[E(W w/N)/rg] (ALT. MULTI-LANE)
NUMBER OF LANES ROTATED (FROM TABLES).
CALCULATED TRACK WIDTH OF DESIGN VEHICLE.
VIRGINIA DEPARTMENT OF TRANSPORTATION
RELATIVE GRADIENTS
u -
V -
D
16’ LANE
0.84
0.80
0.75
0.71
0.66
0.61
0.57
0.54
0.51
0.49
0.45
0.43
0.39
MAXIMUM
RELATIVE
GRADIENT
(rg)
RAMPS AND LOOPS
18’ LANE 24’ LANE
0.89
0.84
0.80
0.75
0.70
0.65
0.60
0.57
0.54
0.52
0.48
0.46
0.42
0.99
0.93
0.88
0.83
0.77
0.72
0.67
0.63
0.60
0.57
0.53
0.51
0.47
TRACK WIDTH OF DESIGN VEHICLE FROM
APPROPRIATE TABLE.
DESIGN VELOCITY.
w - CALCULATED WIDENING.
W -
W -
C
W -
n
PAVEMENT WIDTH
CALCULATED TOTAL CURVE WIDTH.
WIDTH OF LANE.
Z - CALCULATED EXTRA WIDTH ALLOWANCE.
FORMULAS USED TO CALCULATE SUPERELEVATION RUNOFF (Lr) AND CROWN RUNOUT (Lt)
FOR SOLVED PROBLEMS USING THIS METHODOLOGY FOR Lr, SEE THE EXAMPLES ON PAGE 803.22
NOTE: AN ALTERNATE METHOD FOR MULTI-LANE UNDIVIDED PAVEMENTS (48’). THE Lr IS
1.5 TIMES (M=1.5) THE CORRESPONDING LENGTH FOR TWO LANE HIGHWAYS; AND
FOR SIX LANE UNDIVIDED PAVEMENTS (72’), THE Lr IS TWO TIMES (M=2) THE
CORRESPONDING LENGTH FOR TWO LANE HIGHWAYS.
e
NC
L
t=
Lr
e () d
SPECIFICATION
REFERENCE

=
SPECIFICATION
REFERENCE
DESIGN VEHICLE DIMENSIONS
DESIGN
VEHICLE
TYPE
P
SU-30
SU-40
S-BUS-36
= =
WB-40
WB-62
u
WIDTH
7
8
8
8
8
8.5
A
FRONT
OVERHANG
3
4
4
2.5
3
4
DESIGN VEHICLE SU-40
WB #1
11
20
25
21.3
12.5
19.5
V 20 MPH
D
R 200 FT
W n 12 FT rg 0.74
E 6.1 (6.1% PER 803.32)
= + - -
+ - -
9.56865 =
2 2
U u R R L
2
F R A (2L A) R
A
2
F (200) 4[ 2(25) 4] 200
A
F .53927
A
Z (V D / R)
Z (20 / 200)
Z 1.41
W N (U C) F A Z
C
C
C
= ==
=
=
=
=
=
24 FT PAVEMENT WIDTH
+ + -
+ +
27.08657
=
=
-
+ + +
+ + +
W = 2(9.56865 3) 0.53927 1.41
C
2(12) - n = - =
L
WB #2
0
0
0
0
27.5
NOTE: THE "L" VALUE USED IN CALCULATING "U" WILL
BE THE GREATER OF THE VALUES LISTED UNDER
43
WB#1 OR WB#2 IN THE TABLE. THE "L" VALUE
USED IN CALCULATING F WILL ALWAYS BE THE
A
VALUE FROM THE WB#1 COLUMN UNDER "L".
27.08657 3.0865 or 3.1
=
= =
LATERAL CLEARANCE
LANE WIDTH CLEARANCE (C)
9 ft
10 ft
11 ft
12 ft
16 ft
1.5 ft
2 ft
2.5 ft
METHODOLOGIES FOR CALCULATING TC-5.11 VALUES
3 ft
5 ft
DESIGN VEHICLE SU-40
V 35 MPH
D
R 500 FT
W n 10 FT rg 0.62
=
2 2
U u R R L
2
F R A (2L A) R
A
2
F (500) 4[ 2(25) 4] 500
A
F .21595
A
Z (V D / R)
W N (U C) F A Z
C
C
C
FOR OTHER DESIGN VEHICLE DIMENSIONS
=
= ==
=
=
=
REFER TO THE AASHTO GREEN BOOK.
Z (35 / 500 )
Z 1.57
=
=
20 FT PAVEMENT WIDTH
E 3.1 (3.1% PER 803.38)
2 2 2 2
U = 8.0 200 (200) (25)
U = 8.0 + 500 - (500) - (25)
+
-
8.62539
-
+ + -
+ +
VIRGINIA DEPARTMENT OF TRANSPORTATION
=
=
-
+ + +
+ + +
W = 2(8.62539 2) 0.21595 1.57
C
23.0367
2(10) - n = - =
23.0367 3.0367 or 3.0
TC-5.11
FORMULAS USED TO CALCULATE WIDENING (w)
=
= =
= + - -
2 2
U u R R L
+ + -
F R A(2L A) R = 2
A
=
Z (V / R )
D
= + + A+
W N(U C) F Z
C
w W 2W
= C - n
DESIGN VEHICLE WB-62
V 50 MPH
D
R 1000 FT
W n 10 FT rg 0.50
E 7.6 (7.6% PER 803.38)
=
2 2
U u R R L
=
2
F R A (2L A) R
A
2
F (1000) 4[ 2(19.5) 4] 1000
A
F .085996
A
Z (V D / R)
Z (50 / 1000)
Z 1.58
W N (U C) F A Z
C
C
C
= ==
=
=
=
=
=
20 FT PAVEMENT WIDTH
+
-
9.42492
-
+ + -
+ +
+ + +
ROAD AND BRIDGE STANDARDS
REVISION DATE
=
=
2 2
U = 8.5 + 1000 - (1000) - (43)
24.5158
-
W = 2(9.42492 + 2) + 0.085996 + 1.58
C
- n = - =
24.5158 4.5158 or 4.5
SHEET 1 OF 1
803.21

TC-5.11
= =
RURAL EXAMPLE
V 50 MPH
D
R 1000 FT
W n 10 FT rg 0.50
=
2 2
U u R R L
=
2
F R A (2L A) R
A
2
F (1000) 4[ 2(19.5) 4] 1000
A
F .085996
A
Z (V D / R)
Z (50 / 1000)
Z 1.58
W N (U C) F A Z
C
C
= ==
=
=
=
=
20 FT PAVEMENT WIDTH
(DESIGN SOFTWARE - 1 LANE AT 10 FT)
E 7.6 (7.6% PER 803.38)
=
=
C
=
=
=
+
-
-
+ + -
+ +
+ + +
=
=
-
- n = - =
+
+
Lr [E n (W W
1 n w/2)/ rg ] b
Lr [7.6(1)(10 4.5/2) / 0.50] 1
Lr 7.6 (12.25)/0.50
Lr 186.20
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 1
803.22
9.42492
REVISION DATE
2 2
U = 8.5 + 1000 - (1000) - (43)
W = 2(9.42492 + 2) + 0.085996 + 1.58
C
24.5158
24.5158 4.5158 or 4.5
(w>2 THEREFORE WIDENING IS REQUIRED)
=
=
RURAL EXAMPLE
V 40 MPH
D
R 500 FT
W n 12 FT rg 0.58
=
72 FT PAVEMENT WIDTH
(DESIGN SOFTWARE - 3 LANES AT 12 FT)
E 8.0 (8% PER PAGE 803.36)
2 2
U u R R L
=
=
=
=
2
F R A (2L A) R
A
F A .1719
=
= =
Z (V D / R )
=
W 2 (U C) F A Z
C
FOR 72’ PAVEMENT WIDTH
=
=
= + -
1
-
+ +
+ +
Lr [E n (W w/3)/ rg] b
OR
n = +
= +
= Lr M[E(W w/N)/rg]
Lr 459.7296
n
W
= =
U = 8.5 + 500 - (500) - (43)
10.35243
+
2 2
+ + -
2
+ + -
F (500) 4[ 2(19.5) 4] 500
A
W = 2(10.35243 + 3) + 0.1719 + 1.7885
C
C = 28.6652
28.6652 2(12)
= C - n -
w = 3(4.6652) = 13.9956
= =
(w>2 THEREFORE WIDENING IS REQUIRED)
Lr [8 (3) (12 13.9956/3)/ 0.58] 0.6667
Lr (399.9648/0.58) 0.6667
Lr 459.7526
Lr 2 [8(12 13.9956/3) / 0.58]
Lr 2 (133.3216/0.58)
4.6652
CALCULATED TC-5.11 EXAMPLES
VIRGINIA DEPARTMENT OF TRANSPORTATION
= =
URBAN EXAMPLES
24 FT PAVEMENT WIDTH
(DESIGN SOFTWARE - 1 LANE AT 12 FT)
V 40 MPH
D
R 600 FT
W n 12 FT rg 0.58
E 4.0 (4% PER PAGE 803.28)
=
=
==
Lr (W n E/rg) bW
=
=
V 40 MPH
D
R 600 FT
W n 11 FT rg 0.58
=
=
=
=
=
=
n
1
Lr [12(1)(4)/0.58] 1.00
Lr (48/.058)
Lr 82.7586
W n 1
OR
n
= =
66 FT PAVEMENT WIDTH
(DESIGN SOFTWARE - 3 LANES AT 11 FT)
E 4.0 (4% PER PAGE 803.28)
Lr b (W n E/rg)
Lr 0.6667 [11(3)(4)/ 0.58]
Lr 0.6667 (132/0.58)
Lr 151.7317
Lr M (E W /rg)
Lr 2 [4(11)/ 0.58]
Lr 2 (44/0.58)
Lr 151.7241
= =
SPECIFICATION
REFERENCE

SPECIFICATION
REFERENCE
MINIMUM RADII AND SUPERELEVATION RUNOFF SECTION LENGTHS (Lr) FOR +2% SUPERELEVATION
RADIUS
(FEET)
593
408
273
167
92
E
(%)
f
> 795 2.0 0.150
2.0
2.0
2.0
2.0
2.0
0.160
0.180
0.200
0.230
0.270
DV
(MPH)
45
40
35
30
25
20
762
510
333
198
24’
36’
VIRGINIA DEPARTMENT OF TRANSPORTATION
f
.150
.160
.180
.200
.230
.270
48’
45
40
35
30
25
20
60’
66’
72’
(1@12’) (1.5@12’) (2@12’) (3@10’) (3@11’) (3@12’)
45
42
39
37
35
33
56
52
49
46
43
41
PAVEMENT WIDTH (W)
* FOR PAVEMENT WIDTHS GREATER THAN 72 FEET USE Lr VALUES DEVELOPED BY
THE DESIGN SOFTWARE.
RADIUS
(FEET)
> 1039
107
LENGTH OF SUPERELEVATION RUNOFF (Lr) IN FEET
67
63
59
55
52
49
75
70
65
61
58
55
MINIMUM RADII FOR DESIGNS
NC
(MPH)
82
77
72
67
64
60
90
84
78
74
69
66
W > 72’
UTILIZING -2% SUPERELEVATION NORMAL PAVEMENT CROWN
SUMMARY OF STD. TC-5.11 ULS
URBAN-LOW SPEED DESIGN FACTORS
*
*
*
*
*
*
ROAD AND BRIDGE STANDARDS
REVISION DATE
TC-5.11
SHEET 1 OF 1
803.23

TC-5.11
PAVEMENT WIDTH
RADIUS E 24 FT 36 FT 48 FT 60 FT 66 FT 72 FT
(FEET)
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 1
803.24
1410
960
868
756
684
565
504
408
376
348
300
264
254
229
197
188
167
156
147
124
116
87
DESIGN FACTORS FOR A DESIGN SPEED OF 20 MPH
(%)
NC
REVISION DATE
2
2.1
2.2
2.3
2.4
2.5
2.6
2.7
2.8
2.9
3
3.1
3.2
3.3
3.4
3.5
3.6
3.7
3.8
3.9
4
(URBAN) USING E= 4% MAX.
DESIGN SOFTWARE EQUIVALENTS (NUMBER OF LANES AT LANE WIDTH)
1 @ 12’ 1.5 @ 12’ 2 @ 12’ 3 @ 10’ 3 @ 11’
0 0 0 0 0 0 0 0 0 0
3 @ 12’
Lt Lr Lt Lr Lt Lr Lt Lr Lt Lr Lt Lr
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
35
36
38
39
41
43
44
46
48
49
51
52
54
56
57
59
60
62
64
65
41
41
41
41
41
41
41
41
41
41
41
41
41
41
41
41
41
41
41
41
41
41
43
45
47
49
51
53
55
57
59
61
63
65
67
69
71
73
75
77
79
81
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
52
54
56
59
61
64
66
69
71
73
76
78
81
83
86
88
90
93
95
98
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
57
60
63
65
68
71
73
76
79
82
84
87
90
92
95
98
100
103
106
109
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
TRANSITION CURVES - URBAN
20 MPH DESIGN SPEED
60
63
66
69
72
75
78
81
84
87
90
93
96
99
102
105
108
110
113
116
119
VIRGINIA DEPARTMENT OF TRANSPORTATION
0
65
65
65
65
65
65
65
65
65
65
65
65
65
65
65
65
65
65
65
65
65
0
65
69
72
75
78
82
85
88
91
95
98
101
104
108
111
114
117
120
124
127
130
NOTE:
Lt AND Lr VALUES IN FEET.
FOR PAVEMENT WIDTHS GREATER THAN
72 FEET USE Lr VALUES DEVELOPED BY
THE DESIGN SOFTWARE.
LISTED RADIUS IS THE MINIMUM ALLOWABLE
RADIUS FOR THE CORRESPONDING E, Lt,
AND Lr VALUES.
SPECIFICATION
REFERENCE

SPECIFICATION
REFERENCE
PAVEMENT WIDTH
RADIUS E 24 FT 36 FT 48 FT 60 FT 66 FT 72 FT
(FEET)
2050
1350
1234
1119
994
858
750
664
593
534
483
440
402
369
339
311
286
263
241
218
195
155
DESIGN FACTORS FOR A DESIGN SPEED OF 25 MPH
(%)
NC
2
2.1
2.2
2.3
2.4
2.5
2.6
2.7
2.8
2.9
3
3.1
3.2
3.3
3.4
3.5
3.6
3.7
3.8
3.9
4
(URBAN) USING E= 4% MAX.
DESIGN SOFTWARE EQUIVALENTS (NUMBER OF LANES AT LANE WIDTH)
1 @ 12’ 1.5 @ 12’ 2 @ 12’ 3 @ 10’ 3 @ 11’
0 0 0 0 0 0 0 0 0 0
3 @ 12’
Lt Lr Lt Lr Lt Lr Lt Lr Lt Lr Lt Lr
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
36
38
40
42
43
45
47
48
50
52
54
55
57
59
60
62
64
66
67
69
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
45
48
50
52
54
56
58
60
63
65
67
69
71
73
75
78
80
82
84
86
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
54
57
60
62
65
67
70
72
75
78
80
83
85
88
90
93
96
98
101
103
58
58
58
58
58
58
58
58
58
58
58
58
58
58
58
58
58
58
58
58
58
TRANSITION CURVES - URBAN
25 MPH DESIGN SPEED
58
60
63
66
69
72
75
78
80
83
86
89
92
95
98
100
103
106
109
112
115
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
VIRGINIA DEPARTMENT OF TRANSPORTATION
63
66
70
73
76
79
82
85
88
92
95
98
101
104
107
110
114
117
120
123
126
0
69
69
69
69
69
69
69
69
69
69
69
69
69
69
69
69
69
69
69
69
69
0
69
72
76
79
83
86
90
93
96
100
103
107
110
114
117
120
124
127
131
134
138
NOTE:
Lt AND Lr VALUES IN FEET.
FOR PAVEMENT WIDTHS GREATER THAN
72 FEET USE Lr VALUES DEVELOPED BY
THE DESIGN SOFTWARE.
LISTED RADIUS IS THE MINIMUM ALLOWABLE
RADIUS FOR THE CORRESPONDING E, Lt,
AND Lr VALUES.
ROAD AND BRIDGE STANDARDS
REVISION DATE
TC-5.11
SHEET 1 OF 1
803.25

TC-5.11
PAVEMENT WIDTH
RADIUS E 24 FT 36 FT 48 FT 60 FT 66 FT 72 FT
(FEET)
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 1
803.26
2830
1885
1734
1588
1442
1282
1134
1013
913
827
754
689
633
582
536
495
456
420
385
351
314
251
DESIGN FACTORS FOR A DESIGN SPEED OF 30 MPH
(%)
NC
2.0
2.1
2.2
2.3
2.4
2.5
2.6
2.7
2.8
2.9
3.0
3.1
3.2
3.3
3.4
3.5
3.6
3.7
3.8
3.9
4.0
REVISION DATE
(URBAN) USING E= 4% MAX.
DESIGN SOFTWARE EQUIVALENTS (NUMBER OF LANES AT LANE WIDTH)
1 @ 12’ 1.5 @ 12’ 2 @ 12’ 3 @ 10’ 3 @ 11’
0 0 0 0 0 0 0 0 0 0
3 @ 12’
Lt Lr Lt Lr Lt Lr Lt Lr Lt Lr Lt Lr
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
39
40
42
44
46
48
50
51
53
55
57
59
60
62
64
66
68
70
71
73
46
46
46
46
46
46
46
46
46
46
46
46
46
46
46
46
46
46
46
46
46
46
48
50
53
55
57
60
62
64
66
69
71
73
75
78
80
82
85
87
89
91
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
58
60
63
66
69
71
74
77
80
82
85
88
90
93
96
99
101
104
107
110
61
61
61
61
61
61
61
61
61
61
61
61
61
61
61
61
61
61
61
61
61
61
64
67
70
73
76
79
82
85
88
91
94
97
100
104
107
110
113
116
119
122
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
TRANSITION CURVES - URBAN
30 MPH DESIGN SPEED
67
70
74
77
80
84
87
90
94
97
100
104
107
110
114
117
120
124
127
130
134
VIRGINIA DEPARTMENT OF TRANSPORTATION
0
73
73
73
73
73
73
73
73
73
73
73
73
73
73
73
73
73
73
73
73
73
0
73
77
80
84
88
91
95
99
102
106
110
113
117
120
124
128
131
135
139
142
146
NOTE:
Lt AND Lr VALUES IN FEET.
FOR PAVEMENT WIDTHS GREATER THAN
72 FEET USE Lr VALUES DEVELOPED BY
THE DESIGN SOFTWARE.
LISTED RADIUS IS THE MINIMUM ALLOWABLE
RADIUS FOR THE CORRESPONDING E, Lt,
AND Lr VALUES.
SPECIFICATION
REFERENCE

SPECIFICATION
REFERENCE
PAVEMENT WIDTH
RADIUS E 24 FT 36 FT 48 FT 60 FT 66 FT 72 FT
(FEET)
3730
2511
2320
2138
1961
1781
1593
1434
1299
1184
1084
995
916
846
782
723
668
617
567
518
465
373
DESIGN FACTORS FOR A DESIGN SPEED OF 35 MPH
(%)
NC
2.0
2.1
2.2
2.3
2.4
2.5
2.6
2.7
2.8
2.9
3.0
3.1
3.2
3.3
3.4
3.5
3.6
3.7
3.8
3.9
4.0
(URBAN) USING E= 4% MAX.
1 @ 12’ 1.5 @ 12’ 2 @ 12’ 3 @ 10’ 3 @ 11’
3 @ 12’
Lt Lr Lt Lr Lt Lr Lt Lr Lt Lr CR Lr
0 0 0 0 0 0 0 0 0 0
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
DESIGN SOFTWARE EQUIVALENTS (NUMBER OF LANES AT LANE WIDTH)
39 49 49 59 59 65 65 71 71 78 78
41
43
45
47
49
51
53
55
57
59
60
62
64
66
68
70
72
74
76
78
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
51
54
56
59
61
63
66
68
71
73
75
78
80
83
85
88
90
92
95
97
59
59
59
59
59
59
59
59
59
59
59
59
59
59
59
59
59
59
59
59
61
64
67
70
73
76
79
82
85
88
90
93
96
99
102
105
108
111
114
117
TRANSITION CURVES - URBAN
65
65
65
65
65
65
65
65
65
65
65
65
65
65
65
65
65
65
65
65
68
71
75
78
81
84
88
91
94
97
100
104
107
110
113
117
120
123
126
130
71
71
71
71
71
71
71
71
71
71
71
71
71
71
71
71
71
71
71
71
75
79
82
86
89
93
96
100
103
107
110
114
118
121
125
128
132
135
139
142
35 MPH DESIGN SPEED
VIRGINIA DEPARTMENT OF TRANSPORTATION
0
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
0
82
86
90
93
97
101
105
109
113
117
120
124
128
132
136
140
144
148
151
155
NOTE:
Lt AND Lr VALUES IN FEET.
FOR PAVEMENT WIDTHS GREATER THAN
72 FEET USE Lr VALUES DEVELOPED BY
THE DESIGN SOFTWARE.
LISTED RADIUS IS THE MINIMUM ALLOWABLE
RADIUS FOR THE CORRESPONDING E, Lt,
AND Lr VALUES.
ROAD AND BRIDGE STANDARDS
REVISION DATE
TC-5.11
SHEET 1 OF 1
803.27

TC-5.11
PAVEMENT WIDTH
RADIUS E 24 FT 36 FT 48 FT 60 FT 66 FT 72 FT
(FEET)
DESIGN FACTORS FOR A DESIGN SPEED OF 40 MPH
(%)
NC
2.0
2.1
2.2
2.3
2.4
2.5
2.6
2.7
2.8
2.9
3.0
3.1
3.2
3.3
3.4
3.5
3.6
3.7
3.8
3.9
4.0
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 1
803.28
4770
3245
3009
2787
2575
2367
2155
1954
1782
1633
1502
1385
1281
1187
1100
1020
946
875
806
738
664
536
REVISION DATE
(URBAN) USING E= 4% MAX.
DESIGN SOFTWARE EQUIVALENTS (NUMBER OF LANES AT LANE WIDTH)
1 @ 12’ 1.5 @ 12’ 2 @ 12’ 3 @ 10’ 3 @ 11’
0 0 0 0 0 0 0 0 0 0
42
42
42
42
42
42
42
42
42
42
42
42
42
42
42
42
42
42
42
42
42
3 @ 12’
Lt Lr Lt Lr Lt Lr Lt Lr Lt Lr Lt Lr
42 52 52 63 63 69 69 76 76 83 83
44
46
48
50
52
54
56
58
60
63
65
67
69
71
73
75
77
79
81
83
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
55
57
60
63
65
68
70
73
75
78
81
83
86
88
91
94
96
99
101
104
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
66
69
72
75
78
81
84
87
90
94
97
100
103
106
109
112
115
118
122
125
69
69
69
69
69
69
69
69
69
69
69
69
69
69
69
69
69
69
69
69
73
76
80
83
87
90
94
97
100
104
107
111
114
118
121
125
128
132
135
138
76
76
76
76
76
76
76
76
76
76
76
76
76
76
76
76
76
76
76
76
80
84
88
92
95
99
103
107
110
114
118
122
126
129
133
137
141
145
148
152
0
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
0
87
92
96
100
104
108
112
116
120
125
129
133
137
141
145
149
154
158
162
166
40 MPH DESIGN SPEED
VIRGINIA DEPARTMENT OF TRANSPORTATION
NOTE:
TRANSITION CURVES - URBAN
Lt AND Lr VALUES IN FEET.
FOR PAVEMENT WIDTHS GREATER THAN
72 FEET USE Lr VALUES DEVELOPED BY
THE DESIGN SOFTWARE.
LISTED RADIUS IS THE MINIMUM ALLOWABLE
RADIUS FOR THE CORRESPONDING E, Lt,
AND Lr VALUES.
SPECIFICATION
REFERENCE

SPECIFICATION
REFERENCE
PAVEMENT WIDTH
RADIUS E 24 FT 36 FT 48 FT 60 FT 66 FT 72 FT
(FEET)
5930
4058
3771
3502
3248
3002
2758
2516
2304
2119
1955
1808
1676
1556
1446
1343
1247
1156
1067
978
883
713
(%)
NC
2.0
2.1
2.2
2.3
2.4
2.5
2.6
2.7
2.8
2.9
3.0
3.1
3.2
3.3
3.4
3.5
3.6
3.7
3.8
3.9
4.0
DESIGN FACTORS FOR A DESIGN SPEED OF 45 MPH
(URBAN) USING E= 4% MAX.
1 @ 12’ 1.5 @ 12’ 2 @ 12’ 3 @ 10’ 3 @ 11’ 3 @ 12’
0 0 0 0 0 0 0 0 0 0 0 0
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45 56 56 67 67 75 75 82 82 89 89
47
49
52
54
56
58
60
63
65
67
69
72
74
76
78
80
83
85
87
89
DESIGN SOFTWARE EQUIVALENTS (NUMBER OF LANES AT LANE WIDTH)
Lt Lr Lt Lr Lt Lr Lt Lr Lt Lr Lt Lr
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
59
62
64
67
70
73
75
78
81
84
87
89
92
95
98
100
103
106
109
112
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
70
74
77
80
84
87
90
94
97
100
104
107
110
114
117
120
124
127
130
134
TRANSITION CURVES - URBAN
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
78
82
86
89
93
97
100
104
108
112
115
119
123
126
130
134
138
141
145
149
45 MPH DESIGN SPEED
82
82
82
82
82
82
82
82
82
82
82
82
82
82
82
82
82
82
82
82
VIRGINIA DEPARTMENT OF TRANSPORTATION
86
90
94
98
102
106
110
115
119
123
127
131
135
139
143
147
151
155
159
163
89
89
89
89
89
89
89
89
89
89
89
89
89
89
89
89
89
89
89
89
94
98
103
107
112
116
120
125
129
134
138
143
147
152
156
160
165
169
174
178
NOTE:
Lt AND Lr VALUES IN FEET.
FOR PAVEMENT WIDTHS GREATER THAN
72 FEET USE Lr VALUES DEVELOPED BY
THE DESIGN SOFTWARE.
LISTED RADIUS IS THE MINIMUM ALLOWABLE
RADIUS FOR THE CORRESPONDING E, Lt,
AND Lr VALUES.
ROAD AND BRIDGE STANDARDS
REVISION DATE
TC-5.11
SHEET 1 OF 1
803.29

TC-5.11
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 1
803.30
REVISION DATE
PAVEMENT WIDTH
RADIUS E 24 FT 36 FT 48 FT 60 FT 66 FT 72 FT
(FEET)
7220
4972
4629
4310
4010
3723
3444
3166
2911
2686
2486
2306
2143
1994
1857
1729
1608
1493
1381
1268
1146
929
DESIGN FACTORS FOR A DESIGN SPEED OF 50 MPH
(%)
NC
2.0
2.1
2.2
2.3
2.4
2.5
2.6
2.7
2.8
2.9
3.0
3.1
3.2
3.3
3.4
3.5
3.6
3.7
3.8
3.9
4.0
(URBAN) USING E= 4 % MAX.
DESIGN SOFTWARE EQUIVALENTS (NUMBER OF LANES AT LANE WIDTH)
1 @ 12’ 1.5 @ 12’ 2 @ 12’ 3 @ 10’ 3 @ 11’ 3 @ 12’
Lt Lr Lt Lr Lt Lr Lt Lr Lt Lr Lt Lr
0 0 0 0 0 0 0 0 0 0 0 0
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
51
53
56
58
60
63
65
68
70
72
75
77
80
82
84
87
89
92
94
96
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
63
66
69
72
75
78
81
84
87
90
93
96
99
102
105
108
111
114
117
120
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
76
80
83
87
90
94
98
101
105
108
112
116
119
123
126
130
134
137
141
144
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
84
88
92
96
100
104
108
112
116
120
124
128
132
136
140
144
148
152
156
160
88
88
88
88
88
88
88
88
88
88
88
88
88
88
88
88
88
88
88
88
88
50 MPH DESIGN SPEED
VIRGINIA DEPARTMENT OF TRANSPORTATION
NOTE:
TRANSITION CURVES - URBAN
88
93
97
102
106
110
115
119
124
128
132
137
141
146
150
154
159
163
168
172
176
96
96
96
96
96
96
96
96
96
96
96
96
96
96
96
96
96
96
96
96
96
96
101
106
111
116
120
125
130
135
140
144
149
154
159
164
168
173
178
183
188
192
Lt AND Lr VALUES IN FEET.
FOR PAVEMENT WIDTHS GREATER THAN
72 FEET USE Lr VALUES DEVELOPED
BY THE DESIGN SOFTWARE.
LISTED RADIUS IS THE MINIMUM ALLOWABLE
RADIUS FOR THE CORRESPONDING E, Lt
AND Lr VALUES.
SPECIFICATION
REFERENCE

SPECIFICATION
REFERENCE
PAVEMENT WIDTH
RADIUS E 24 FT 36 FT 48 FT 60 FT 66 FT 72 FT
(FEET)
8650
5995
5592
5218
4869
4538
4220
3909
3610
3343
3104
2888
2691
2510
2343
2186
2037
1895
1756
1615
1462
1191
(%)
2.0
2.1
2.2
2.3
2.4
2.5
2.6
2.7
2.8
2.9
3.0
3.1
3.2
3.3
3.4
3.5
3.6
3.7
3.8
3.9
4.0
DESIGN FACTORS FOR A DESIGN SPEED OF 55 MPH
(URBAN) USING E= 4% MAX.
1 @ 12’ 1.5 @ 12’ 2 @ 12’ 3 @ 10’ 3 @ 11’ 3 @ 12’
NC 0 0 0 0 0 0 0 0 0 0 0 0
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
54
57
59
62
64
67
69
72
75
77
80
82
85
87
90
92
95
98
100
103
DESIGN SOFTWARE EQUIVALENTS (NUMBER OF LANES AT LANE WIDTH)
Lt Lr Lt Lr Lt Lr Lt Lr Lt Lr Lt
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
68
71
74
77
80
83
87
90
93
96
99
103
106
109
112
115
119
122
125
128
77
77
77
77
77
77
77
77
77
77
77
77
77
77
77
77
77
77
77
77
77
77
81
85
89
92
96
100
104
108
112
115
119
123
127
131
135
138
142
146
150
154
TRANSITION CURVES - URBAN
86
86
86
86
86
86
86
86
86
86
86
86
86
86
86
86
86
86
86
86
86
86
90
94
98
103
107
111
115
120
124
128
132
137
141
145
149
154
158
162
166
171
55 MPH DESIGN SPEED
VIRGINIA DEPARTMENT OF TRANSPORTATION
94
94
94
94
94
94
94
94
94
94
94
94
94
94
94
94
94
94
94
94
94
94
99
103
108
113
118
122
127
132
136
141
146
150
155
160
164
169
174
178
183
188
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
Lr
103
108
113
118
123
128
133
138
143
149
154
159
164
169
174
179
184
189
195
200
205
NOTE:
Lt AND Lr VALUES IN FEET.
FOR PAVEMENT WIDTHS GREATER THAN
72 FEET USE Lr VALUES DEVELOPED
BY THE DESIGN SOFTWARE.
LISTED RADIUS IS THE MINIMUM ALLOWABLE
RADIUS FOR THE CORRESPONDING E, Lt,
AND Lr VALUES.
ROAD AND BRIDGE STANDARDS
REVISION DATE
TC-5.11
SHEET 1 OF 1
803.31

WIDTH=48 FT
RADIUS(FT)
WIDTH= 18 FT WIDTH=20 FT WIDTH=22 FT
E(%)
1 @ 9’
WIDTH=24 FT
DESIGN FACTORS FOR A DESIGN SPEED OF 20 MPH (RURAL) USING E= 8% MAX.
1 @ 10’ 1 @ 11’ 1 @ 12’ 2 @ 12’
w
w
w
w
w
DESIGN SOFTW ARE EQUIVALENTS (NUMBER OF LANES AT LANE WIDTH)
NC 0 0 0 0 0 0 0 0 0 0
=20
VELOCITY
DESIGN
INTERCHANGE RAMPS
WIDTH
16 FT 18 FT
0 0 0 0
Lt
Lt
Lt
Lt
Lt Lt Lt
Lr
Lr
Lr
Lr
Lr Lr Lr
REFERENCE
SPECIFICATION
VIRGINIA DEPARTMENT OF TRANSPORTATION
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 1
803.32
REVISION DATE
20 MPH DESIGN SPEED
TRANSITION CURVES - RURAL
77
90
96
102
107
114
120
124
128
134
140
145
149
156
160
167
174
181
192
199
204
214
226
235
244
252
268
276
298
309
330
342
366
373
402
418
435
451
468
484
499
528
548
574
595
617
641
658
680
720
760
774
810
840
880
960
1008
1020
1100
1180
1210
1640
8
7.9
7.8
7.7
7.6
7.5
7.4
7.3
7.2
7.1
7
6.9
6.8
6.7
6.6
6.5
6.4
6.3
6.2
6.1
6
5.9
5.8
5.7
5.6
5.5
5.4
5.3
5.2
5.1
5
4.9
4.8
4.7
4.6
4.5
4.4
4.3
4.2
4.1
4
3.9
3.8
3.7
3.6
3.5
3.4
3.3
3.2
3.1
3
2.9
2.8
2.7
2.6
2.5
2.4
2.3
2.2
2.1
2
169
158
152
148
144
140
135
133
130
127
123
121
118
115
113
110
108
105
102
100
98
96
93
91
89
87
84
83
80
78
76
74
72
71
69
67
65
63
62
60
59
59
59
59
59
59
59
59
59
59
59
59
59
59
59
59
59
59
59
59
59
43
40
39
39
38
38
37
37
37
36
36
36
35
35
35
34
34
34
33
33
33
33
33
32
32
32
32
32
31
31
31
31
30
31
30
30
30
30
30
30
30
31
32
32
33
34
35
36
37
39
40
41
43
44
46
48
50
52
54
57
59
13.1
11.5
10.8
10.4
9.9
9.5
9
8.8
8.6
8.3
8
7.8
7.6
7.4
7.2
7
6.8
6.6
6.3
6.2
6.1
5.9
5.6
5.5
5.4
5.2
5
4.9
4.7
4.6
4.4
4.3
4.1
4.1
3.9
3.8
3.7
3.6
3.5
3.5
3.4
3.3
3.2
3.2
3.1
3
3
2.9
2.9
2.8
2.7
2.7
2.7
2.6
2.6
2.5
2.4
2.4
2.3
2.3
2.2
2.0
44
42
41
40
40
39
38
38
38
37
37
37
37
36
36
36
35
35
35
35
34
34
34
34
34
33
33
33
33
33
32
32
32
32
31
32
31
31
31
31
31
31
30
30
30
30
30
28
28
28
28
28
28
28
28
28
28
28
28
28
28
174
163
158
153
149
145
140
138
135
131
128
125
123
120
117
115
112
109
106
104
102
100
97
95
93
90
88
86
84
82
80
78
75
74
71
70
68
66
64
63
61
59
57
56
54
53
51
45
44
42
41
40
38
37
36
34
33
32
30
29
28
12.1
10.5
9.8
9.4
8.9
8.5
8
7.8
7.6
7.3
7
6.8
6.6
6.4
6.2
6
5.8
5.6
5.3
5.2
5.1
4.9
4.6
4.5
4.4
4.2
4
3.9
3.7
3.6
3.4
3.3
3.1
3.1
2.9
2.8
2.7
2.6
2.5
2.5
2.4
2.3
2.2
2.2
2.1
2
2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
45
43
42
42
41
40
40
40
39
39
38
38
38
38
37
37
37
37
36
36
36
36
35
35
35
35
34
34
34
34
33
33
33
33
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
179
169
163
159
154
150
145
143
140
136
133
130
127
125
122
119
116
114
111
108
106
104
101
99
97
94
92
90
87
85
83
81
79
77
69
67
66
64
63
61
60
58
57
55
54
53
51
50
48
47
45
44
42
41
39
38
36
35
33
32
30
11.1
9.5
8.8
8.4
7.9
7.5
7
6.8
6.6
6.3
6
5.8
5.6
5.4
5.2
5
4.8
4.6
4.3
4.2
4.1
3.9
3.6
3.5
3.4
3.2
3
2.9
2.7
2.6
2.4
2.3
2.1
2.1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
47
45
44
43
42
42
41
41
40
40
40
40
39
39
39
38
38
38
37
37
37
37
36
36
36
36
36
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
185
174
168
164
159
155
150
147
144
141
138
135
132
129
126
123
121
118
115
113
110
108
105
103
100
98
95
86
85
83
82
80
78
77
75
73
72
70
69
67
65
64
62
60
59
57
56
54
52
51
49
48
46
44
43
41
39
38
36
35
33
10.1
8.5
7.8
7.4
6.9
6.5
6
5.8
5.6
5.3
5
4.8
4.6
4.4
4.2
4
3.8
3.6
3.3
3.2
3.1
2.9
2.6
2.5
2.4
2.2
2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
90
84
81
79
77
76
73
73
72
71
70
69
68
67
66
65
65
64
63
62
62
61
60
59
59
58
57
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
359
329
314
303
292
282
270
264
257
249
242
235
229
223
217
211
205
200
193
188
184
179
172
168
164
159
154
129
127
125
122
120
117
115
112
110
108
105
103
100
98
95
93
90
88
86
83
81
78
76
73
71
69
66
64
61
59
56
54
52
49
20.2
17
15.6
14.8
13.8
13
12
11.6
11.2
10.6
10
9.6
9.2
8.8
8.4
8
7.6
7.2
6.6
6.4
6.2
5.8
5.2
5
4.8
4.4
4
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
153
151
149
147
145
143
141
140
138
136
134
132
130
128
126
124
122
120
119
117
115
113
111
109
107
105
103
101
100
98
96
94
92
90
88
86
84
82
80
79
77
75
73
71
69
67
65
63
61
60
58
56
54
52
50
48
46
44
42
40
39
41
41
41
41
41
41
41
41
41
41
41
41
41
41
41
41
41
41
41
41
41
41
41
41
41
41
41
41
41
41
41
41
41
41
41
41
41
41
41
41
41
41
41
41
41
41
41
41
41
41
41
41
41
41
41
41
41
41
41
41
41
162
160
158
156
154
152
150
148
146
144
142
140
138
136
134
132
130
128
126
124
122
120
118
116
114
112
110
108
106
104
102
100
98
96
94
92
89
87
85
83
81
79
77
75
73
71
69
67
65
63
61
59
57
55
53
51
49
47
45
43
41
TC-5.11
WIDENING SHOW N IS BASED ON A SU-40 DESIGN VEHICLE.
Lt, Lr & w VALUES IN FEET. LISTED RADIUS IS THE MINIMUM ALLOW ABLE RADIUS FOR THE CORRESPONDING E, Lt, Lr, AND w VALUES.
NOTE:

DESIGN FACTORS FOR A DESIGN SPEED OF 25 MPH (RURAL) USING E= 8% MAX.
0
WIDTH=48 FT
RADIUS(FT)
WIDTH= 18 FT WIDTH=20 FT WIDTH=22 FT
E(%)
1 @ 9’
WIDTH=24 FT
1 @ 10’ 1 @ 11’ 1 @ 12’ 2 @ 12’
w
w
w
w
w
DESIGN SOFTW ARE EQUIVALENTS (NUMBER OF LANES AT LANE WIDTH)
NC 0 0 0 0 0 0 0 0 0
INTERCHANGE RAMPS
WIDTH
16 FT 18 FT
0 0 0 0
Lr
Lr
Lr
Lr
Lr Lr Lr
Lt
Lt
Lt
Lt
Lt Lt Lt
=25
VELOCITY
DESIGN
VIRGINIA DEPARTMENT OF TRANSPORTATION
REFERENCE
SPECIFICATION
25 MPH DESIGN SPEED
TRANSITION CURVES - RURAL
ROAD AND BRIDGE STANDARDS
REVISION DATE
803.33
SHEET 1 OF 1
TC-5.11
135
159
168
177
191
199
209
216
225
234
242
251
259
267
273
290
299
308
322
337
340
360
376
392
408
420
446
458
470
498
524
535
562
588
599
626
652
662
690
718
752
781
807
830
870
910
950
990
1008
1056
1080
1160
1220
1254
1290
1400
1432
1520
1580
1698
1745
2370
8
7.9
7.8
7.7
7.6
7.5
7.4
7.3
7.2
7.1
7
6.9
6.8
6.7
6.6
6.5
6.4
6.3
6.2
6.1
6
5.9
5.8
5.7
5.6
5.5
5.4
5.3
5.2
5.1
5
4.9
4.8
4.7
4.6
4.5
4.4
4.3
4.2
4.1
4
3.9
3.8
3.7
3.6
3.5
3.4
3.3
3.2
3.1
3
2.9
2.8
2.7
2.6
2.5
2.4
2.3
2.2
2.1
2
WIDENING SHOW N IS BASED ON A SU-40 DESIGN VEHICLE.
Lt, Lr & w VALUES IN FEET. LISTED RADIUS IS THE MINIMUM ALLOW ABLE RADIUS FOR THE CORRESPONDING E, Lt, Lr, AND w VALUES.
NOTE:
39
37
37
37
36
36
35
35
35
35
34
34
34
34
34
33
34
34
33
33
33
33
33
32
32
32
32
32
32
31
31
32
31
32
33
33
34
35
36
37
37
38
39
40
42
43
44
45
47
48
50
52
53
55
57
60
62
65
68
71
29
153
146
142
139
135
132
129
127
124
121
119
117
114
112
110
107
106
104
101
99
97
95
93
91
89
87
85
83
81
79
77
76
74
74
74
74
74
74
74
74
74
74
74
74
74
74
74
74
74
74
74
74
74
74
74
74
74
74
74
74
29
8.7
7.7
7.4
7.1
6.7
6.5
6.3
6.2
6
5.8
5.7
5.6
5.4
5.3
5.3
5
5
4.9
4.7
4.6
4.6
4.4
4.3
4.2
4.1
4
3.9
3.8
3.8
3.6
3.5
3.5
3.4
3.3
3.3
3.2
3.2
3.1
3.1
3
2.9
2.9
2.8
2.8
2.7
2.7
2.6
2.6
2.6
2.5
2.5
2.4
2.4
2.3
2.3
2.2
2.2
2.2
2.1
2.1
2.1
0
40
39
38
38
37
37
37
37
36
36
36
36
35
35
35
35
35
35
34
34
34
34
34
34
34
34
33
33
33
33
33
33
32
32
32
32
32
32
32
32
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
159
151
148
144
140
137
134
132
129
126
124
122
119
117
115
112
110
108
105
103
102
99
97
95
93
91
89
87
85
83
81
79
77
75
74
72
70
68
67
65
58
56
55
53
52
50
49
48
46
45
43
42
40
39
38
36
35
33
32
30
29
7.7
6.7
6.4
6.1
5.7
5.5
5.3
5.2
5
4.8
4.7
4.6
4.4
4.3
4.3
4
4
3.9
3.7
3.6
3.6
3.4
3.3
3.2
3.1
3
2.9
2.8
2.8
2.6
2.5
2.5
2.4
2.3
2.3
2.2
2.2
2.1
2.1
2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
41
40
40
39
39
38
38
38
38
37
37
37
37
37
37
36
36
36
36
36
36
35
35
35
35
35
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
164
157
153
150
145
142
140
137
134
131
129
127
124
122
120
117
115
113
110
108
106
103
101
99
97
95
85
84
82
81
79
77
76
74
73
71
70
68
66
65
63
62
60
59
57
55
54
52
51
49
48
46
44
43
41
40
38
37
35
33
32
6.7
5.7
5.4
5.1
4.7
4.5
4.3
4.2
4
3.8
3.7
3.6
3.4
3.3
3.3
3
3
2.9
2.7
2.6
2.6
2.4
2.3
2.2
2.1
2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
43
42
41
41
40
40
39
39
39
39
39
38
38
38
38
38
38
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
170
162
159
155
151
148
145
142
139
136
134
132
129
126
124
121
119
108
107
105
103
102
100
98
96
95
93
91
90
88
86
84
83
81
79
78
76
74
72
71
69
67
66
64
62
60
59
57
55
54
52
50
48
47
45
43
42
40
38
36
35
5.7
4.7
4.4
4.1
3.7
3.5
3.3
3.2
3
2.8
2.7
2.6
2.4
2.3
2.3
2
2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
76
72
71
70
68
67
66
66
65
64
64
63
62
62
62
60
60
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
304
283
275
266
256
250
243
238
232
226
221
216
210
206
203
195
192
162
160
157
155
152
150
147
144
142
139
137
134
132
129
126
124
121
119
116
114
111
108
106
103
101
98
96
93
90
88
85
83
80
78
75
72
70
67
65
62
60
57
54
52
11.4
9.4
8.8
8.2
7.4
7
6.6
6.4
6
5.6
5.4
5.2
4.8
4.6
4.6
4
4
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
160
158
156
154
152
150
148
146
144
142
140
138
136
134
132
130
128
126
124
122
120
118
116
114
112
110
108
106
104
102
100
98
96
94
92
90
88
86
84
82
80
78
76
74
72
70
68
66
64
62
60
58
56
54
52
50
48
46
44
42
40
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
172
170
168
165
163
161
159
157
155
153
150
148
146
144
142
140
138
135
133
131
129
127
125
123
120
118
116
114
112
110
108
105
103
101
99
97
95
93
90
88
86
84
82
80
78
75
73
71
69
67
65
63
60
58
56
54
52
50
48
45
43

DESIGN FACTORS FOR A DESIGN SPEED OF 30 MPH (RURAL) USING E= 8% MAX.
WIDTH=48 FT
RADIUS(FT)
WIDTH= 18 FT WIDTH=20 FT WIDTH=22 FT
E(%)
1 @ 9’
WIDTH=24 FT
1 @ 10’ 1 @ 11’ 1 @ 12’ 2 @ 12’
w
w
w
w
w
DESIGN SOFTW ARE EQUIVALENTS (NUMBER OF LANES AT LANE WIDTH)
NC 0 0 0 0 0 0 0 0 0 0
=30
VELOCITY
DESIGN
INTERCHANGE RAMPS
WIDTH
16 FT 18 FT
0 0 0 0
Lt
Lt
Lt
Lt
Lt Lt Lt
Lr
Lr
Lr
Lr
Lr Lr Lr
REFERENCE
SPECIFICATION
VIRGINIA DEPARTMENT OF TRANSPORTATION
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 1
803.34
REVISION DATE
TC-5.11
30 MPH DESIGN SPEED
TRANSITION CURVES - RURAL
WIDENING SHOW N IS BASED ON A SU-40 DESIGN VEHICLE.
Lt, Lr & w VALUES IN FEET. LISTED RADIUS IS THE MINIMUM ALLOW ABLE RADIUS FOR THE CORRESPONDING E, Lt, Lr, AND w VALUES.
NOTE:
215
259
271
280
298
309
320
332
343
360
371
390
400
410
430
440
450
464
486
510
522
543
565
573
604
626
647
675
698
731
742
781
807
824
863
878
910
941
980
1010
1038
1090
1120
1182
1203
1259
1288
1352
1430
1440
1520
1600
1680
1760
1840
1920
2000
2040
2200
2360
2400
3240
8
7.9
7.8
7.7
7.6
7.5
7.4
7.3
7.2
7.1
7
6.9
6.8
6.7
6.6
6.5
6.4
6.3
6.2
6.1
6
5.9
5.8
5.7
5.6
5.5
5.4
5.3
5.2
5.1
5
4.9
4.8
4.7
4.6
4.5
4.4
4.3
4.2
4.1
4
3.9
3.8
3.7
3.6
3.5
3.4
3.3
3.2
3.1
3
2.9
2.8
2.7
2.6
2.5
2.4
2.3
2.2
2.1
2
38
37
36
36
36
36
35
35
35
35
35
35
35
35
34
34
34
34
34
34
34
33
33
33
33
33
33
34
34
35
36
36
37
38
39
40
40
41
42
43
44
46
47
48
49
51
52
54
55
57
59
61
63
66
68
71
74
31
31
31
31
149
143
140
138
135
132
129
127
125
123
120
118
116
114
111
109
108
105
103
101
100
97
95
94
92
90
88
88
88
88
88
88
88
88
88
88
88
88
88
88
88
88
88
88
88
88
88
88
88
88
88
88
88
88
88
88
88
36
34
32
31
6.5
5.8
5.6
5.5
5.3
5.1
5
4.9
4.8
4.7
4.6
4.5
4.4
4.3
4.2
4.1
4.1
4
3.9
3.8
3.8
3.7
3.6
3.6
3.5
3.4
3.4
3.3
3.2
3.2
3.1
3.1
3
3
2.9
2.9
2.9
2.8
2.8
2.7
2.7
2.6
2.6
2.5
2.5
2.5
2.5
2.4
2.4
2.3
2.3
2.3
2.2
2.2
2.1
2.1
2.1
2.1
2
2
2
0
39
38
38
38
37
37
37
37
37
37
36
36
36
36
36
36
35
35
35
35
35
35
35
35
35
35
34
34
34
34
34
34
34
34
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
155
149
146
143
140
137
135
133
130
128
126
123
121
119
116
114
112
110
108
106
104
102
100
98
96
94
92
90
88
86
84
83
80
79
70
69
67
66
64
63
61
60
58
57
55
54
52
50
49
47
46
44
43
41
40
38
37
35
34
32
31
5.5
4.8
4.6
4.5
4.3
4.1
4
3.9
3.8
3.7
3.6
3.5
3.4
3.3
3.2
3.1
3.1
3
2.9
2.8
2.8
2.7
2.6
2.6
2.5
2.4
2.4
2.3
2.2
2.2
2.1
2.1
2
2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
41
40
39
39
39
39
39
38
38
38
38
38
37
37
37
37
37
37
34
34
34
34
34
34
34
34
34
34
34
34
34
34
34
34
34
34
34
34
34
34
34
34
34
34
34
34
34
34
34
34
34
34
34
34
34
34
34
34
34
34
34
161
155
152
149
146
143
141
138
136
133
131
129
126
124
121
119
117
115
104
102
100
99
97
95
94
92
90
89
87
85
84
82
80
79
77
75
74
72
70
69
67
65
64
62
60
59
57
55
54
52
50
49
47
45
44
42
40
39
37
35
34
4.5
3.8
3.6
3.5
3.3
3.1
3
2.9
2.8
2.7
2.6
2.5
2.4
2.3
2.2
2.1
2.1
2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
42
41
41
41
40
40
40
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
167
161
158
155
152
149
146
133
131
130
128
126
124
122
120
119
117
115
113
111
110
108
106
104
102
100
99
97
95
93
91
90
88
86
84
82
80
79
77
75
73
71
70
68
66
64
62
60
59
57
55
53
51
50
48
46
44
42
40
39
37
3.5
2.8
2.6
2.5
2.3
2.1
2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
71
68
67
66
65
65
64
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
282
266
259
254
247
241
236
200
197
194
191
189
186
183
180
178
175
172
170
167
164
161
159
156
153
150
148
145
142
140
137
134
131
129
126
123
120
118
115
112
110
107
104
101
99
96
93
90
88
85
82
80
77
74
71
69
66
63
60
58
55
7
5.6
5.2
5
4.6
4.2
4
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
171
169
167
165
163
160
158
156
154
152
150
148
146
143
141
139
137
135
133
131
128
126
124
122
120
118
116
114
111
109
107
105
103
101
99
96
94
92
90
88
86
84
82
79
77
75
73
71
69
67
64
62
60
58
56
54
52
50
47
45
43
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
180
178
176
174
171
169
167
165
162
160
158
156
153
151
149
147
144
142
140
138
135
133
131
129
126
124
122
120
117
115
113
111
108
106
104
102
99
97
95
93
90
88
86
84
81
79
77
75
72
70
68
66
63
61
59
57
54
52
50
48
45

DESIGN FACTORS FOR A DESIGN SPEED OF 35 MPH (RURAL) USING E= 8% MAX.
0 0 0
WIDTH=48 FT
RADIUS(FT)
WIDTH= 18 FT WIDTH=20 FT WIDTH=22 FT
E(%)
WIDTH=24 FT
1 @ 10’ 1 @ 11’ 1 @ 12’ 2 @ 12’
w
w
w
w
w
DESIGN SOFTW ARE EQUIVALENTS (NUMBER OF LANES AT LANE WIDTH)
NC 0 0 0 0 0 0 0
=35
VELOCITY
DESIGN
WIDTH
16 FT 18 FT
0 0
WIDTH=72 FT
w
0
3 @ 12’
INTERCHANGE RAMPS
0
0
0
1 @ 9’
Lr
Lr
Lr
Lr
Lr Lr Lr Lr
Lt
Lt
Lt
Lt
Lt Lt Lt Lt
VIRGINIA DEPARTMENT OF TRANSPORTATION
REFERENCE
SPECIFICATION
TC-5.11
ROAD AND BRIDGE STANDARDS
REVISION DATE
803.35
SHEET 1 OF 1
35 MPH DESIGN SPEED
TRANSITION CURVES - RURAL
WIDENING SHOW N IS BASED ON A SU-40 DESIGN VEHICLE.
Lt, Lr & w VALUES IN FEET. LISTED RADIUS IS THE MINIMUM ALLOW ABLE RADIUS FOR THE CORRESPONDING E, Lt, Lr, AND w VALUES.
NOTE:
316
367
402
420
437
446
464
476
494
518
534
558
568
591
607
629
654
666
689
709
730
752
790
806
847
873
889
930
960
990
1020
1050
1080
1110
1140
1200
1220
1275
1300
1355
1410
1467
1476
1533
1590
1648
1706
1822
1865
1915
1994
2085
2220
2303
2412
2520
2580
2700
2940
3040
3160
4260
8
7.9
7.8
7.7
7.6
7.5
7.4
7.3
7.2
7.1
7
6.9
6.8
6.7
6.6
6.5
6.4
6.3
6.2
6.1
6
5.9
5.8
5.7
5.6
5.5
5.4
5.3
5.2
5.1
5
4.9
4.8
4.7
4.6
4.5
4.4
4.3
4.2
4.1
4
3.9
3.8
3.7
3.6
3.5
3.4
3.3
3.2
3.1
3
2.9
2.8
2.7
2.6
2.5
2.4
2.3
2.2
2.1
2
41
41
40
40
40
40
40
40
39
39
36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
164
159
155
153
150
148
146
143
140
138
125
123
121
119
118
116
114
112
110
109
107
105
103
102
100
98
96
95
93
91
89
87
86
84
82
80
79
77
75
73
71
70
68
66
64
63
61
59
57
55
54
52
50
48
47
45
43
41
40
38
36
3.4
2.9
2.6
2.5
2.4
2.4
2.3
2.2
2.1
2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
43
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
171
153
151
150
148
146
144
142
140
138
136
134
132
130
128
126
124
122
120
119
117
115
113
111
109
107
105
103
101
99
97
95
93
91
90
88
86
84
82
80
78
76
74
72
70
68
66
64
62
60
59
57
55
53
51
49
47
45
43
41
39
2.4
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
70
59
59
59
59
59
59
59
59
59
59
59
59
59
59
59
59
59
59
59
59
59
59
59
59
59
59
59
59
59
59
59
59
59
59
59
59
59
59
59
59
59
59
59
59
59
59
59
59
59
59
59
59
59
59
59
59
59
59
59
59
279
230
227
224
221
218
215
212
210
207
204
201
198
195
192
189
186
183
180
178
175
172
169
166
163
160
157
154
151
149
146
143
140
137
134
131
128
125
122
120
117
114
111
108
105
102
99
96
93
90
88
85
82
79
76
73
70
67
64
61
59
4.8
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
93
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
40
39
39
38
38
38
38
38
38
38
38
37
38
37
37
37
37
37
37
37
37
36
36
36
36
36
36
36
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
158
153
149
146
144
142
140
137
135
132
130
127
126
123
121
119
117
115
112
111
109
107
104
103
100
99
96
95
84
83
81
80
78
76
75
73
71
70
68
67
65
63
62
60
59
57
55
54
52
50
49
47
46
44
42
41
39
38
36
34
33
4.4
3.9
3.6
3.5
3.4
3.4
3.3
3.2
3.1
3
2.9
2.8
2.8
2.7
2.7
2.6
2.5
2.5
2.4
2.4
2.4
2.3
2.2
2.2
2.1
2.1
2
2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
38
37
37
37
37
37
37
36
36
36
36
36
36
36
36
36
35
35
35
35
35
35
36
37
37
38
39
39
40
41
42
43
43
44
45
46
47
48
50
51
52
53
55
56
58
59
61
63
65
67
69
72
74
77
80
33
33
33
30
30
30
151
146
143
140
138
136
134
131
129
126
124
122
120
118
116
114
111
110
107
106
104
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
41
39
38
32
31
30
5.4
4.9
4.6
4.5
4.4
4.4
4.3
4.2
4.1
4
3.9
3.8
3.8
3.7
3.7
3.6
3.5
3.5
3.4
3.4
3.4
3.3
3.2
3.2
3.1
3.1
3
3
2.9
2.9
2.9
2.8
2.8
2.8
2.7
2.7
2.7
2.6
2.6
2.5
2.5
2.5
2.5
2.4
2.4
2.4
2.3
2.3
2.3
2.2
2.2
2.2
2.1
2.1
2.1
2
2
2
0
0
0
0
372
306
302
299
295
291
287
283
279
275
271
268
264
260
256
252
248
244
240
237
233
229
225
221
217
213
210
206
202
198
194
190
186
182
179
175
171
167
163
159
155
151
148
144
140
136
132
128
124
120
117
113
109
105
101
97
93
90
86
82
78
7.2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
46
46
46
46
46
46
46
46
46
46
46
46
46
46
46
46
46
46
46
46
46
46
46
46
46
46
46
46
46
46
46
46
46
46
46
46
46
46
46
46
46
46
46
46
46
46
46
46
46
46
46
46
46
46
46
46
46
46
46
46
46
181
179
176
174
172
170
167
165
163
160
158
156
154
151
149
147
145
142
140
138
136
133
131
129
127
124
122
120
118
115
113
111
109
106
104
102
100
97
95
93
91
88
86
84
82
79
77
75
73
70
68
66
64
61
59
57
55
52
50
48
46
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
192
190
188
185
183
180
178
176
173
171
168
166
164
161
159
156
154
152
149
147
144
142
140
137
135
132
130
128
125
123
120
118
116
113
111
108
106
104
101
99
96
94
92
89
87
84
82
80
77
75
72
70
68
65
63
60
58
56
53
51
48

RADIUS(FT) E(%)
NC 0 0 0
DESIGN FACTORS FOR A DESIGN SPEED OF 40 MPH (RURAL) USING E= 8% MAX.
0 0 0
WIDTH=48 FT
WIDTH= 18 FT WIDTH=20 FT WIDTH=22 FT WIDTH=24 FT
1 @ 10’ 1 @ 11’ 1 @ 12’ 2 @ 12’
w
w
w
w
w
DESIGN SOFTW ARE EQUIVALENTS (NUMBER OF LANES AT LANE WIDTH)
0 0 0 0
=40
VELOCITY
DESIGN
WIDTH
16 FT 18 FT
0 0
WIDTH=72 FT
w
0
3 @ 12’
INTERCHANGE RAMPS
0
0
0
1 @ 9’
Lt Lt
Lt
Lt
Lt Lt Lt Lt
Lr
Lr
Lr
Lr
Lr Lr Lr Lr
REFERENCE
SPECIFICATION
VIRGINIA DEPARTMENT OF TRANSPORTATION
TC-5.11
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 1
803.36
REVISION DATE
40 MPH DESIGN SPEED
TRANSITION CURVES - RURAL
WIDENING SHOW N IS BASED ON A W B-62 DESIGN VEHICLE.
Lt, Lr & w VALUES IN FEET. LISTED RADIUS IS THE MINIMUM ALLOW ABLE RADIUS FOR THE CORRESPONDING E, Lt, Lr, AND w VALUES.
NOTE:
446
535
561
581
597
622
651
663
692
714
744
754
782
806
837
866
875
912
942
957
988
1025
1054
1081
1101
1160
1190
1220
1267
1296
1346
1368
1424
1477
1502
1527
1581
1635
1689
1744
1800
1856
1941
2001
2073
2171
2212
2294
2395
2472
2556
2712
2784
2970
3094
3160
3400
3480
3640
3920
4120
5410
8
7.9
7.8
7.7
7.6
7.5
7.4
7.3
7.2
7.1
7
6.9
6.8
6.7
6.6
6.5
6.4
6.3
6.2
6.1
6
5.9
5.8
5.7
5.6
5.5
5.4
5.3
5.2
5.1
5
4.9
4.8
4.7
4.6
4.5
4.4
4.3
4.2
4.1
4
3.9
3.8
3.7
3.6
3.5
3.4
3.3
3.2
3.1
3
2.9
2.8
2.7
2.6
2.5
2.4
2.3
2.2
2.1
2
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
194
192
190
187
185
182
180
177
175
173
170
168
165
163
160
158
156
153
151
148
146
144
141
139
136
134
131
129
127
124
122
119
117
114
112
110
107
105
102
100
97
95
93
90
88
85
83
80
78
76
73
71
68
66
64
61
59
56
54
51
49
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
206
204
201
198
196
193
191
188
186
183
180
178
175
173
170
168
165
162
160
157
155
152
150
147
144
142
139
137
134
132
129
126
124
121
119
116
114
111
108
106
103
101
98
96
93
90
88
85
83
80
78
75
72
70
67
65
62
60
57
54
52
46
44
44
44
44
43
43
43
43
42
42
42
42
42
41
41
41
41
41
41
41
40
41
42
42
43
44
45
45
46
47
48
49
50
51
52
54
55
56
58
59
60
62
64
65
67
69
71
74
76
78
81
84
37
37
37
37
37
37
37
37
182
173
170
166
164
161
157
155
152
149
146
144
141
139
135
133
131
128
126
124
121
118
116
114
112
109
107
105
102
100
98
96
94
91
89
87
85
83
81
79
77
74
73
70
68
66
64
62
60
58
56
54
52
50
48
47
45
43
41
39
37
8.3
7.4
7.2
7
6.9
6.8
6.6
6.5
6.4
6.3
6.1
6.1
6
5.9
5.7
5.6
5.6
5.5
5.4
5.4
5.3
5.2
5.1
5.1
5
4.9
4.8
4.8
4.7
4.7
4.6
4.5
4.5
4.4
4.4
4.3
4.3
4.2
4.2
4.1
4.1
4
4
3.9
3.9
3.8
3.8
3.7
3.7
3.6
3.6
3.5
3.5
3.4
3.4
3.4
3.3
3.3
3.2
3.2
3.1
3
48
46
46
45
45
45
45
45
44
44
44
44
44
43
43
43
43
43
43
43
42
42
42
42
42
42
42
42
41
41
41
41
41
41
41
41
41
40
40
40
40
40
40
40
40
40
40
40
40
39
39
39
39
39
39
39
39
39
39
39
39
189
180
177
173
170
167
164
161
158
155
152
150
147
144
141
138
136
134
131
129
126
124
121
119
116
114
111
109
107
105
102
100
98
95
93
91
89
86
84
82
80
78
76
74
72
69
67
65
63
61
59
57
55
53
51
49
47
45
43
41
39
7.3
6.4
6.2
6
5.9
5.8
5.6
5.5
5.4
5.3
5.1
5.1
5
4.9
4.7
4.6
4.6
4.5
4.4
4.4
4.3
4.2
4.1
4.1
4
3.9
3.8
3.8
3.7
3.7
3.6
3.5
3.5
3.4
3.4
3.3
3.3
3.2
3.2
3.1
3.1
3
3
2.9
2.9
2.8
2.8
2.7
2.7
2.6
2.6
2.5
2.5
2.4
2.4
2.4
2.3
2.3
2.2
2.2
2.1
2
49
48
47
47
47
47
46
46
46
46
45
45
45
45
45
45
45
44
44
44
44
44
44
44
44
43
43
43
43
43
43
43
43
43
43
42
42
42
42
42
42
42
42
38
38
38
38
38
38
38
38
38
38
38
38
38
38
38
38
38
38
196
187
183
180
177
174
170
167
164
161
158
156
153
150
147
144
142
139
136
134
131
129
126
124
121
119
116
114
111
109
107
104
102
99
97
95
93
90
88
86
84
81
79
71
69
67
65
63
61
59
57
55
54
52
50
48
46
44
42
40
38
6.3
5.4
5.2
5
4.9
4.8
4.6
4.5
4.4
4.3
4.1
4.1
4
3.9
3.7
3.6
3.6
3.5
3.4
3.4
3.3
3.2
3.1
3.1
3
2.9
2.8
2.8
2.7
2.7
2.6
2.5
2.5
2.4
2.4
2.3
2.3
2.2
2.2
2.1
2.1
2
2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
51
49
49
49
49
48
48
48
48
48
47
47
47
47
47
46
46
46
46
46
46
46
45
45
45
42
42
42
42
42
42
42
42
42
42
42
42
42
42
42
42
42
42
42
42
42
42
42
42
42
42
42
42
42
42
42
42
42
42
42
42
203
194
190
186
183
180
177
174
171
168
164
162
159
156
152
150
147
144
142
139
137
134
131
129
126
114
112
110
108
106
104
102
100
98
96
94
92
89
87
85
83
81
79
77
75
73
71
69
67
65
63
60
58
56
54
52
50
48
46
44
42
5.3
4.4
4.2
4
3.9
3.8
3.6
3.5
3.4
3.3
3.1
3.1
3
2.9
2.7
2.6
2.6
2.5
2.4
2.4
2.3
2.2
2.1
2.1
2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
90
85
84
83
83
82
81
81
80
80
79
79
78
78
77
76
76
75
75
75
74
74
73
73
73
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
358
336
327
319
313
307
299
293
287
281
274
270
264
259
251
246
242
237
231
228
222
217
212
208
203
171
168
165
162
159
156
153
149
146
143
140
137
134
131
128
125
122
118
115
112
109
106
103
100
97
94
90
87
84
81
78
75
72
69
66
63
10.6
8.8
8.4
8
7.8
7.6
7.2
7
6.8
6.6
6.2
6.2
6
5.8
5.4
5.2
5.2
5
4.8
4.8
4.6
4.4
4.2
4.2
4
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
120
114
112
111
110
109
108
107
107
106
105
105
104
103
102
101
101
100
100
100
99
98
98
98
97
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
478
447
436
425
417
409
399
391
383
375
365
360
352
345
335
328
323
315
308
303
296
289
282
278
271
228
224
220
216
212
207
203
199
195
191
187
183
178
174
170
166
162
158
154
149
145
141
137
133
129
125
120
116
112
108
104
100
96
92
87
83
15.9
13.2
12.6
12
11.7
11.4
10.8
10.5
10.2
9.9
9.3
9.3
9
8.7
8.1
7.8
7.8
7.5
7.2
7.2
6.9
6.6
6.3
6.3
6
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0

NC 0 0
DESIGN FACTORS FOR A DESIGN SPEED OF 45 MPH (RURAL) USING E= 8% MAX.
0 0
WIDTH=48 FT
RADIUS(FT)
WIDTH= 18 FT WIDTH=20 FT WIDTH=22 FT
E(%)
WIDTH=24 FT
1 @ 10’ 1 @ 11’ 1 @ 12’ 2 @ 12’
w
w
w
w
w
DESIGN SOFTW ARE EQUIVALENTS (NUMBER OF LANES AT LANE WIDTH)
0 0 0 0 0 0
=45
VELOCITY
DESIGN
WIDTH
16 FT 18 FT
0 0
WIDTH=72 FT
w
0
3 @ 12’
INTERCHANGE RAMPS
0
0
0
1 @ 9’
Lr
Lr
Lr
Lr
Lr Lr Lr Lr
Lt
Lt
Lt
Lt
Lt Lt Lt Lt
VIRGINIA DEPARTMENT OF TRANSPORTATION
REFERENCE
SPECIFICATION
ROAD AND BRIDGE STANDARDS
REVISION DATE
803.37
SHEET 1 OF 1
TC-5.11
45 MPH DESIGN SPEED
TRANSITION CURVES - RURAL
WIDENING SHOW N IS BASED ON A W B-62 DESIGN VEHICLE.
Lt, Lr & w VALUES IN FEET. LISTED RADIUS IS THE MINIMUM ALLOW ABLE RADIUS FOR THE CORRESPONDING E, Lt, Lr, AND w VALUES.
NOTE:
589
680
720
760
800
807
846
858
896
933
948
986
1000
1054
1079
1103
1150
1173
1196
1240
1261
1306
1324
1378
1419
1464
1496
1535
1578
1652
1703
1739
1788
1820
1878
1955
2012
2069
2126
2183
2261
2355
2393
2498
2606
2670
2784
2840
2920
3030
3150
3270
3450
3630
3780
3930
4080
4350
4560
4730
5180
6710
8
7.9
7.8
7.7
7.6
7.5
7.4
7.3
7.2
7.1
7
6.9
6.8
6.7
6.6
6.5
6.4
6.3
6.2
6.1
6
5.9
5.8
5.7
5.6
5.5
5.4
5.3
5.2
5.1
5
4.9
4.8
4.7
4.6
4.5
4.4
4.3
4.2
4.1
4
3.9
3.8
3.7
3.6
3.5
3.4
3.3
3.2
3.1
3
2.9
2.8
2.7
2.6
2.5
2.4
2.3
2.2
2.1
2
53
53
53
53
53
53
53
53
53
53
53
53
53
53
53
53
53
53
53
53
53
53
53
53
53
53
53
53
53
53
53
53
53
53
53
53
53
53
53
53
53
53
53
53
53
53
53
53
53
53
53
53
53
53
53
53
53
53
53
53
53
210
208
205
202
200
197
195
192
189
187
184
181
179
176
174
171
168
166
163
160
158
155
153
150
147
145
142
140
137
134
132
129
126
124
121
119
116
113
111
108
105
103
100
98
95
92
90
87
84
82
79
77
74
71
69
66
63
61
58
56
53
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
222
219
216
214
211
208
205
203
200
197
194
192
189
186
183
180
178
175
172
169
167
164
161
158
156
153
150
147
144
142
139
136
133
131
128
125
122
120
117
114
111
108
106
103
100
97
95
92
89
86
84
81
78
75
72
70
67
64
61
59
56
47
46
46
45
45
45
45
45
44
44
44
44
44
44
44
44
43
43
43
44
44
45
46
47
48
48
49
50
51
52
53
54
55
57
58
59
60
62
63
65
66
68
70
72
74
76
78
80
40
40
40
40
40
40
40
40
40
40
40
40
39
187
180
177
173
170
167
164
161
158
156
153
150
148
145
142
140
137
135
133
132
132
132
132
132
132
132
132
132
132
132
132
132
132
132
132
132
132
132
132
132
132
132
132
132
132
132
132
132
64
62
60
58
56
54
52
50
48
46
43
42
39
7.2
6.6
6.4
6.2
6.1
6
5.9
5.8
5.7
5.6
5.6
5.4
5.4
5.3
5.2
5.2
5.1
5
5
4.9
4.9
4.8
4.7
4.7
4.6
4.5
4.5
4.5
4.4
4.3
4.3
4.2
4.2
4.2
4.1
4.1
4
4
3.9
3.9
3.9
3.8
3.8
3.7
3.7
3.6
3.6
3.6
3.5
3.5
3.5
3.4
3.4
3.3
3.3
3.3
3.2
3.2
3.1
3.1
3
2.9
49
48
48
47
47
47
47
47
46
46
46
46
46
45
45
45
45
45
45
45
45
45
44
44
44
44
44
44
44
44
44
43
43
43
43
43
43
43
43
43
43
43
43
43
43
42
42
42
42
42
42
42
42
42
42
42
42
42
41
41
41
195
188
184
180
177
174
171
168
165
162
160
156
154
151
148
146
143
140
138
135
133
131
128
126
123
120
118
116
113
111
108
106
104
101
99
97
94
92
90
87
85
83
81
78
76
74
72
70
67
65
63
61
59
56
54
52
50
48
46
43
41
6.2
5.6
5.4
5.2
5.1
5
4.9
4.8
4.7
4.6
4.6
4.4
4.4
4.3
4.2
4.2
4.1
4
4
3.9
3.9
3.8
3.7
3.7
3.6
3.5
3.5
3.5
3.4
3.3
3.3
3.2
3.2
3.2
3.1
3.1
3
3
2.9
2.9
2.9
2.8
2.8
2.7
2.7
2.6
2.6
2.6
2.5
2.5
2.5
2.4
2.4
2.3
2.3
2.3
2.2
2.2
2.1
2.1
2
0
51
50
49
49
49
49
48
48
48
48
48
48
48
47
47
47
47
47
47
47
47
46
46
46
46
46
46
46
46
45
45
45
45
45
45
45
45
45
41
41
41
41
41
41
41
41
41
41
41
41
41
41
41
41
41
41
41
41
41
41
41
202
195
191
187
184
181
178
175
172
169
166
163
160
157
154
152
149
146
144
141
139
136
133
131
128
125
123
121
118
115
113
110
108
106
103
101
98
96
86
84
82
80
78
76
74
72
70
68
66
64
62
60
58
55
53
51
49
47
45
43
41
5.2
4.6
4.4
4.2
4.1
4
3.9
3.8
3.7
3.6
3.6
3.4
3.4
3.3
3.2
3.2
3.1
3
3
2.9
2.9
2.8
2.7
2.7
2.6
2.5
2.5
2.5
2.4
2.3
2.3
2.2
2.2
2.2
2.1
2.1
2
2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
53
52
51
51
51
50
50
50
50
50
50
49
49
49
49
49
49
49
49
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
209
202
198
194
191
188
185
182
178
175
173
169
167
164
161
158
155
152
150
136
134
132
129
127
125
123
120
118
116
114
112
109
107
105
103
100
98
96
94
92
89
87
85
83
80
78
76
74
72
69
67
65
63
60
58
56
54
52
49
47
45
4.2
3.6
3.4
3.2
3.1
3
2.9
2.8
2.7
2.6
2.6
2.4
2.4
2.3
2.2
2.2
2.1
2
2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
90
87
86
85
84
84
83
83
82
82
82
80
80
80
79
79
79
78
78
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
360
343
334
326
319
313
307
301
294
288
284
276
272
267
261
257
251
245
242
204
200
197
194
190
187
184
180
177
174
170
167
164
160
157
154
150
147
144
140
137
134
130
127
124
120
117
114
110
107
104
100
97
94
90
87
84
80
77
74
70
67
8.4
7.2
6.8
6.4
6.2
6
5.8
5.6
5.4
5.2
5.2
4.8
4.8
4.6
4.4
4.4
4.2
4
4
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
120
116
115
113
112
112
111
110
109
109
109
107
107
106
106
106
105
104
104
89
89
89
89
89
89
89
89
89
89
89
89
89
89
89
89
89
89
89
89
89
89
89
89
89
89
89
89
89
89
89
89
89
89
89
89
89
89
89
89
89
89
480
457
445
434
426
417
409
401
392
384
379
368
363
355
348
342
335
327
322
272
267
263
258
254
249
245
240
236
232
227
223
218
214
209
205
200
196
192
187
183
178
174
169
165
160
156
152
147
143
138
134
129
125
120
116
112
107
103
98
94
89
12.6
10.8
10.2
9.6
9.3
9
8.7
8.4
8.1
7.8
7.8
7.2
7.2
6.9
6.6
6.6
6.3
6
6
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0

0
RADIUS(FT) E(%)
NC 0 0 0
DESIGN FACTORS FOR A DESIGN SPEED OF 50 MPH (RURAL) USING E= 8% MAX.
0 0
WIDTH=48 FT
WIDTH= 18 FT WIDTH=20 FT WIDTH=22 FT WIDTH=24 FT
1 @ 10’ 1 @ 11’ 1 @ 12’ 2 @ 12’
w
w
w
w
w
DESIGN SOFTW ARE EQUIVALENTS (NUMBER OF LANES AT LANE WIDTH)
0 0 0 0
=50
VELOCITY
DESIGN
WIDTH
16 FT 18 FT
0 0
WIDTH=72 FT
w
0
3 @ 12’
INTERCHANGE RAMPS
0
0
0
1 @ 9’
Lt Lt
Lt
Lt
Lt Lt Lt Lt
Lr
Lr
Lr
Lr
Lr Lr Lr Lr
REFERENCE
SPECIFICATION
VIRGINIA DEPARTMENT OF TRANSPORTATION
50 MPH DESIGN SPEED
TRANSITION CURVES - RURAL
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 1
803.38
REVISION DATE
TC-5.11
WIDENING SHOW N IS BASED ON A W B-62 DESIGN VEHICLE.
Lt, Lr & w VALUES IN FEET. LISTED RADIUS IS THE MINIMUM ALLOW ABLE RADIUS FOR THE CORRESPONDING E, Lt, Lr, AND w VALUES.
NOTE:
760
860
908
950
988
1024
1059
1094
1128
1162
1196
1230
1265
1300
1336
1372
1410
1448
1487
1527
1568
1610
1653
1698
1743
1790
1838
1888
1939
1992
2047
2104
2163
2224
2287
2353
2422
2493
2568
2646
2728
2814
2904
2999
3099
3205
3316
3434
3560
3692
3834
3985
4146
4320
4507
4708
4926
5162
5420
5703
6013
8150
8
7.9
7.8
7.7
7.6
7.5
7.4
7.3
7.2
7.1
7
6.9
6.8
6.7
6.6
6.5
6.4
6.3
6.2
6.1
6
5.9
5.8
5.7
5.6
5.5
5.4
5.3
5.2
5.1
5
4.9
4.8
4.7
4.6
4.5
4.4
4.3
4.2
4.1
4
3.9
3.8
3.7
3.6
3.5
3.4
3.3
3.2
3.1
3
2.9
2.8
2.7
2.6
2.5
2.4
2.3
2.2
2.1
2
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
225
222
219
217
214
211
208
205
203
200
197
194
191
189
186
183
180
177
175
172
169
166
163
160
158
155
152
149
146
144
141
138
135
132
130
127
124
121
118
116
113
110
107
104
102
99
96
93
90
88
85
82
79
76
73
71
68
65
62
59
57
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
240
237
234
231
228
225
222
219
216
213
210
207
204
201
198
195
192
189
186
183
180
177
174
171
168
165
162
159
156
153
150
147
144
141
138
135
132
129
126
123
120
117
114
111
108
105
102
99
96
93
90
87
84
81
78
75
72
69
66
63
60
49
49
48
48
48
48
48
47
47
47
47
47
47
46
47
46
46
47
48
49
49
50
51
52
53
54
55
56
57
58
59
60
62
63
64
66
67
69
70
72
74
76
44
44
44
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
42
196
190
186
183
180
177
174
171
168
165
162
159
157
154
152
149
147
147
147
147
147
147
147
147
147
147
147
147
147
147
147
147
147
147
147
147
147
147
147
147
147
147
83
80
78
76
74
71
69
67
65
62
60
58
56
53
51
49
47
45
42
6.4
6
5.8
5.7
5.6
5.5
5.4
5.3
5.3
5.2
5.1
5
5
4.9
4.9
4.8
4.8
4.7
4.6
4.6
4.5
4.5
4.5
4.4
4.4
4.3
4.3
4.2
4.2
4.1
4.1
4.1
4
4
3.9
3.9
3.9
3.8
3.8
3.8
3.7
3.7
3.6
3.6
3.6
3.5
3.5
3.5
3.4
3.4
3.4
3.3
3.3
3.3
3.2
3.2
3.2
3.1
3.1
3.1
3
2.8
51
51
50
50
50
50
49
49
49
49
49
48
48
48
48
48
48
48
48
48
47
47
47
47
47
47
47
47
47
47
47
47
46
46
46
46
46
46
46
46
46
46
46
46
46
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
44
204
198
194
191
187
184
181
178
175
172
169
166
164
161
158
155
153
150
147
144
141
139
137
134
132
129
126
123
121
118
116
114
111
109
106
104
101
99
96
94
91
89
86
84
82
79
77
75
72
70
68
65
63
61
58
56
54
51
49
47
44
5.4
5
4.8
4.7
4.6
4.5
4.4
4.3
4.3
4.2
4.1
4
4
3.9
3.9
3.8
3.8
3.7
3.6
3.6
3.5
3.5
3.5
3.4
3.4
3.3
3.3
3.2
3.2
3.1
3.1
3.1
3
3
2.9
2.9
2.9
2.8
2.8
2.8
2.7
2.7
2.6
2.6
2.6
2.5
2.5
2.5
2.4
2.4
2.4
2.3
2.3
2.3
2.2
2.2
2.2
2.1
2.1
2.1
2
0
53
52
52
52
52
51
51
51
51
51
51
50
50
50
50
50
50
50
50
50
49
49
49
49
49
49
49
49
49
49
49
49
48
48
44
44
44
44
44
44
44
44
44
44
44
44
44
44
44
44
44
44
44
44
44
44
44
44
44
44
44
212
206
202
198
195
192
188
185
183
179
176
173
170
167
165
162
159
156
153
151
147
145
143
140
137
134
132
129
126
123
121
119
116
113
102
99
97
95
93
91
88
86
84
82
80
77
75
73
71
69
66
64
62
60
58
55
53
51
49
47
44
4.4
4
3.8
3.7
3.6
3.5
3.4
3.3
3.3
3.2
3.1
3
3
2.9
2.9
2.8
2.8
2.7
2.6
2.6
2.5
2.5
2.5
2.4
2.4
2.3
2.3
2.2
2.2
2.1
2.1
2.1
2
2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
55
54
54
54
54
53
53
53
53
53
53
52
52
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
220
214
210
206
203
199
196
192
190
187
183
180
177
161
159
156
154
152
149
147
144
142
140
137
135
132
130
128
125
123
120
118
116
113
111
108
106
104
101
99
96
94
92
89
87
84
82
80
77
75
72
70
68
65
63
60
58
56
53
51
48
3.4
3
2.8
2.7
2.6
2.5
2.4
2.3
2.3
2.2
2.1
2
2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
93
90
89
89
88
87
87
86
86
86
85
84
84
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
370
356
347
340
333
327
320
314
309
303
297
290
286
242
238
234
231
227
224
220
216
213
209
206
202
198
195
191
188
184
180
177
173
170
166
162
159
155
152
148
144
141
137
134
130
126
123
119
116
112
108
105
101
98
94
90
87
83
80
76
72
6.8
6
5.6
5.4
5.2
5
4.8
4.6
4.6
4.4
4.2
4
4
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
124
120
119
118
117
116
116
115
115
114
113
112
112
96
96
96
96
96
96
96
96
96
96
96
96
96
96
96
96
96
96
96
96
96
96
96
96
96
96
96
96
96
96
96
96
96
96
96
96
96
96
96
96
96
96
96
96
96
96
96
96
493
474
462
453
444
435
427
418
412
404
395
387
381
322
317
312
308
303
298
293
288
284
279
274
269
264
260
255
250
245
240
236
231
226
221
216
212
207
202
197
192
188
183
178
173
168
164
159
154
149
144
140
135
130
125
120
116
111
106
101
96
10.2
9
8.4
8.1
7.8
7.5
7.2
6.9
6.9
6.6
6.3
6
6
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0

NC 0 0
DESIGN FACTORS FOR A DESIGN SPEED OF 55 MPH (RURAL) USING E= 8% MAX.
0 0
WIDTH=48 FT
RADIUS(FT)
WIDTH= 18 FT WIDTH=20 FT WIDTH=22 FT
E(%)
WIDTH=24 FT
1 @ 10’ 1 @ 11’ 1 @ 12’ 2 @ 12’
w
w
w
w
w
DESIGN SOFTW ARE EQUIVALENTS (NUMBER OF LANES AT LANE WIDTH)
0 0 0 0 0 0
=55
VELOCITY
DESIGN
WIDTH
16 FT 18 FT
0 0
WIDTH=72 FT
w
0
3 @ 12’
INTERCHANGE RAMPS
0
0
0
1 @ 9’
Lr
Lr
Lr
Lr
Lr Lr Lr Lr
Lt
Lt
Lt
Lt
Lt Lt Lt Lt
VIRGINIA DEPARTMENT OF TRANSPORTATION
REFERENCE
SPECIFICATION
55 MPH DESIGN SPEED
TRANSITION CURVES - RURAL
ROAD AND BRIDGE STANDARDS
REVISION DATE
803.39
SHEET 1 OF 1
TC-5.11
WIDENING SHOW N IS BASED ON A W B-62 DESIGN VEHICLE.
Lt, Lr & w VALUES IN FEET. LISTED RADIUS IS THE MINIMUM ALLOW ABLE RADIUS FOR THE CORRESPONDING E, Lt, Lr, AND w VALUES.
NOTE:
964
1085
1145
1195
1241
1285
1327
1369
1409
1450
1491
1532
1573
1615
1657
1700
1743
1788
1833
1880
1927
1976
2026
2077
2130
2185
2241
2299
2359
2421
2486
2552
2621
2693
2768
2846
2927
3011
3100
3192
3289
3391
3498
3610
3728
3853
3986
4125
4274
4432
4600
4779
4972
5177
5399
5638
5897
6179
6485
6821
7190
9720
8
7.9
7.8
7.7
7.6
7.5
7.4
7.3
7.2
7.1
7
6.9
6.8
6.7
6.6
6.5
6.4
6.3
6.2
6.1
6
5.9
5.8
5.7
5.6
5.5
5.4
5.3
5.2
5.1
5
4.9
4.8
4.7
4.6
4.5
4.4
4.3
4.2
4.1
4
3.9
3.8
3.7
3.6
3.5
3.4
3.3
3.2
3.1
3
2.9
2.8
2.7
2.6
2.5
2.4
2.3
2.2
2.1
2
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
238
235
232
229
226
223
220
217
214
211
208
205
202
199
196
193
190
187
184
181
178
175
172
169
166
163
160
158
155
152
149
146
143
140
137
134
131
128
125
122
119
116
113
110
107
104
101
98
95
92
89
86
83
80
78
75
72
69
66
63
60
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
253
250
247
244
240
237
234
231
228
225
222
218
215
212
209
206
203
199
196
193
190
187
184
180
177
174
171
168
165
162
158
155
152
149
146
143
139
136
133
130
127
124
120
117
114
111
108
105
102
98
95
92
89
86
83
79
76
73
70
67
64
51
51
50
50
50
50
50
50
49
49
49
49
49
49
49
50
51
52
52
53
54
55
56
57
58
59
60
61
62
64
65
66
68
69
70
72
47
47
47
46
46
46
46
46
46
46
46
46
46
46
46
46
46
46
46
45
45
45
45
45
45
203
198
195
191
188
185
182
179
176
173
170
167
165
162
161
161
161
161
161
161
161
161
161
161
161
161
161
161
161
161
161
161
161
161
161
161
102
100
97
95
92
90
87
85
83
80
78
76
73
71
68
66
64
61
59
57
54
52
50
47
45
5.8
5.5
5.4
5.3
5.2
5.1
5
5
4.9
4.8
4.8
4.7
4.7
4.6
4.6
4.5
4.5
4.4
4.4
4.3
4.3
4.3
4.2
4.2
4.2
4.1
4.1
4
4
4
3.9
3.9
3.9
3.8
3.8
3.8
3.7
3.7
3.7
3.6
3.6
3.6
3.5
3.5
3.5
3.4
3.4
3.4
3.3
3.3
3.3
3.3
3.2
3.2
3.2
3.1
3.1
3.1
3
3
3
2.8
53
53
53
52
52
52
52
52
51
51
51
51
51
51
51
50
50
50
50
50
50
50
50
50
50
50
50
49
49
49
49
49
49
49
49
49
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
212
206
203
200
196
193
189
187
184
180
178
174
172
169
166
163
160
157
155
152
149
147
144
141
139
136
133
130
128
125
122
120
117
114
112
110
94
92
90
88
86
83
81
79
77
75
73
71
69
66
64
62
60
58
56
54
52
49
47
45
43
4.8
4.5
4.4
4.3
4.2
4.1
4
4
3.9
3.8
3.8
3.7
3.7
3.6
3.6
3.5
3.5
3.4
3.4
3.3
3.3
3.3
3.2
3.2
3.2
3.1
3.1
3
3
3
2.9
2.9
2.9
2.8
2.8
2.8
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
55
55
55
54
54
54
54
54
53
53
53
53
53
53
53
53
53
52
52
52
52
52
52
52
52
52
52
52
52
52
47
47
47
47
47
47
47
47
47
47
47
47
47
47
47
47
47
47
47
47
47
47
47
47
47
47
47
47
47
47
47
220
215
211
208
204
201
197
195
191
188
185
182
179
176
173
170
167
164
161
158
156
153
150
147
145
142
139
136
133
131
118
115
113
110
108
106
103
101
99
96
94
92
89
87
85
82
80
78
75
73
71
68
66
64
61
59
57
54
52
50
47
3.8
3.5
3.4
3.3
3.2
3.1
3
3
2.9
2.8
2.8
2.7
2.7
2.6
2.6
2.5
2.5
2.4
2.4
2.3
2.3
2.3
2.2
2.2
2.2
2.1
2.1
2
2
2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
58
57
57
56
56
56
56
56
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
229
223
220
216
212
209
205
202
184
182
179
177
174
172
169
166
164
161
159
156
154
151
149
146
143
141
138
136
133
131
128
126
123
120
118
115
113
110
108
105
103
100
98
95
92
90
87
85
82
80
77
75
72
69
67
64
62
59
57
54
52
2.8
2.5
2.4
2.3
2.2
2.1
2
2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
95
93
92
92
91
90
90
90
77
77
77
77
77
77
77
77
77
77
77
77
77
77
77
77
77
77
77
77
77
77
77
77
77
77
77
77
77
77
77
77
77
77
77
77
77
77
77
77
77
77
77
77
77
77
77
77
77
77
77
77
77
378
366
359
352
345
338
331
327
276
272
269
265
261
257
253
249
246
242
238
234
230
226
223
219
215
211
207
203
200
196
192
188
184
180
177
173
169
165
161
158
154
150
146
142
138
135
131
127
123
119
115
112
108
104
100
96
92
89
85
81
77
5.6
5
4.8
4.6
4.4
4.2
4
4
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
126
124
123
122
121
120
120
120
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
504
488
478
469
460
450
441
435
368
363
358
353
348
343
338
332
327
322
317
312
307
302
297
292
286
281
276
271
266
261
256
251
246
240
235
230
225
220
215
210
205
200
195
189
184
179
174
169
164
159
154
149
143
138
133
128
123
118
113
108
103
8.4
7.5
7.2
6.9
6.6
6.3
6
6
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0

0
RADIUS(FT) E(%)
NC 0 0 0
DESIGN FACTORS FOR A DESIGN SPEED OF 60 MPH (RURAL) USING E= 8% MAX.
0 0
WIDTH=48 FT
WIDTH= 18 FT WIDTH=20 FT WIDTH=22 FT WIDTH=24 FT
1 @ 10’ 1 @ 11’ 1 @ 12’ 2 @ 12’
w
w
w
w
w
DESIGN SOFTW ARE EQUIVALENTS (NUMBER OF LANES AT LANE WIDTH)
0 0 0 0
=60
VELOCITY
DESIGN
WIDTH
16 FT 18 FT
0 0
WIDTH=72 FT
w
0
3 @ 12’
INTERCHANGE RAMPS
0
0
0
1 @ 9’
Lt Lt
Lt
Lt
Lt Lt Lt Lt
Lr
Lr
Lr
Lr
Lr Lr Lr Lr
REFERENCE
SPECIFICATION
VIRGINIA DEPARTMENT OF TRANSPORTATION
60 MPH DESIGN SPEED
TRANSITION CURVES - RURAL
TC-5.11
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 1
803.40
REVISION DATE
WIDENING SHOW N IS BASED ON A W B-62 DESIGN VEHICLE.
Lt, Lr & w VALUES IN FEET. LISTED RADIUS IS THE MINIMUM ALLOW ABLE RADIUS FOR THE CORRESPONDING E, Lt, Lr, AND w VALUES.
NOTE:
1204
1350
1422
1482
1537
1588
1638
1687
1735
1782
1830
1877
1925
1974
2022
2072
2122
2173
2225
2277
2332
2387
2445
2504
2565
2627
2692
2759
2829
2901
2975
3053
3133
3216
3303
3394
3488
3587
3690
3798
3911
4030
4155
4286
4424
4571
4725
4889
5063
5247
5444
5654
5879
6121
6381
6661
6965
7294
7654
8048
8480
11500
8
7.9
7.8
7.7
7.6
7.5
7.4
7.3
7.2
7.1
7
6.9
6.8
6.7
6.6
6.5
6.4
6.3
6.2
6.1
6
5.9
5.8
5.7
5.6
5.5
5.4
5.3
5.2
5.1
5
4.9
4.8
4.7
4.6
4.5
4.4
4.3
4.2
4.1
4
3.9
3.8
3.7
3.6
3.5
3.4
3.3
3.2
3.1
3
2.9
2.8
2.7
2.6
2.5
2.4
2.3
2.2
2.1
2
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
251
248
245
242
239
236
233
230
226
223
220
217
214
211
208
204
201
198
195
192
189
186
182
179
176
173
170
167
164
160
157
154
151
148
145
142
139
135
132
129
126
123
120
117
113
110
107
104
101
98
95
91
88
85
82
79
76
73
70
66
63
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
67
267
264
260
257
254
250
247
244
240
237
234
230
227
224
220
217
214
210
207
204
200
197
194
190
187
184
180
177
174
170
167
164
160
157
154
150
147
144
140
137
134
130
127
124
120
117
114
110
107
104
100
97
94
90
87
84
80
77
74
70
67
52
52
52
51
51
51
51
51
51
51
51
52
52
53
54
55
55
56
57
58
59
60
61
62
63
64
66
67
68
49
49
49
49
49
49
49
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
47
47
47
47
47
47
47
47
208
203
200
196
193
190
187
185
181
179
176
176
176
176
176
176
176
176
176
176
176
176
176
176
176
176
176
176
176
124
122
119
116
114
111
109
106
104
101
98
96
94
91
88
86
84
81
79
76
74
71
69
66
64
61
59
56
54
52
49
47
5.4
5.1
5
4.9
4.8
4.8
4.7
4.7
4.6
4.6
4.5
4.5
4.4
4.4
4.3
4.3
4.3
4.2
4.2
4.2
4.1
4.1
4.1
4
4
4
3.9
3.9
3.9
3.8
3.8
3.8
3.7
3.7
3.7
3.7
3.6
3.6
3.6
3.5
3.5
3.5
3.4
3.4
3.4
3.4
3.3
3.3
3.3
3.2
3.2
3.2
3.2
3.1
3.1
3.1
3
3
3
3
2.9
2.8
55
54
54
54
53
53
53
53
53
53
53
53
52
52
52
52
52
52
52
52
52
52
52
52
52
52
51
51
51
51
51
51
51
51
51
51
51
51
51
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
49
49
49
49
45
217
212
208
205
201
199
195
193
189
187
183
181
177
175
171
169
166
163
160
158
154
152
149
146
144
141
138
135
133
130
127
125
122
119
117
114
111
108
106
103
100
98
95
93
90
88
85
82
80
77
74
72
70
67
64
62
59
57
54
52
45
4.4
4.1
4
3.9
3.8
3.8
3.7
3.7
3.6
3.6
3.5
3.5
3.4
3.4
3.3
3.3
3.3
3.2
3.2
3.2
3.1
3.1
3.1
3
3
3
2.9
2.9
2.9
2.8
2.8
2.8
2.7
2.7
2.7
2.7
2.6
2.6
2.6
2.5
2.5
2.5
2.4
2.4
2.4
2.4
2.3
2.3
2.3
2.2
2.2
2.2
2.2
2.1
2.1
2.1
2
2
2
2
0
0
57
56
56
56
56
56
55
55
55
55
55
55
55
55
54
54
54
54
54
54
54
54
54
54
54
54
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
226
221
217
214
210
207
204
201
197
195
191
188
185
182
179
176
173
170
167
165
161
158
156
152
150
147
132
130
128
125
123
120
118
115
113
110
108
106
103
101
98
96
93
91
88
86
84
81
79
76
74
71
69
66
64
62
59
57
54
52
49
3.4
3.1
3
2.9
2.8
2.8
2.7
2.7
2.6
2.6
2.5
2.5
2.4
2.4
2.3
2.3
2.3
2.2
2.2
2.2
2.1
2.1
2.1
2
2
2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
59
58
58
54
54
54
54
54
54
54
54
54
54
54
54
54
54
54
54
54
54
54
54
54
54
54
54
54
54
54
54
54
54
54
54
54
54
54
54
54
54
54
54
54
54
54
54
54
54
54
54
54
54
54
54
54
54
54
54
54
54
235
230
226
206
203
200
198
195
192
190
187
184
182
179
176
174
171
168
166
163
160
158
155
152
150
147
144
142
139
136
134
131
128
126
123
120
118
115
112
110
107
104
102
99
96
94
91
88
86
83
80
78
75
72
70
67
64
62
59
56
54
2.4
2.1
2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
96
94
94
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
384
372
364
308
304
300
296
292
288
284
280
276
272
268
264
260
256
252
248
244
240
236
232
228
224
220
216
212
208
204
200
196
192
188
184
180
176
172
168
164
160
156
152
148
144
140
136
132
128
124
120
116
112
108
104
100
96
92
88
84
80
4.8
4.2
4
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
139
135
134
107
107
107
107
107
107
107
107
107
107
107
107
107
107
107
107
107
107
107
107
107
107
107
107
107
107
107
107
107
107
107
107
107
107
107
107
107
107
107
107
107
107
107
107
107
107
107
107
107
107
107
107
107
107
107
107
107
107
555
532
520
411
406
400
395
390
384
379
374
368
363
358
352
347
342
336
331
326
320
315
310
304
299
294
288
283
278
272
267
262
256
251
246
240
235
230
224
219
214
208
203
198
192
187
182
176
171
166
160
155
150
144
139
134
128
123
118
112
107
7.2
6.3
6
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0

0
NC 0
DESIGN FACTORS FOR A DESIGN SPEED OF 65 MPH (RURAL) USING E= 8% MAX.
0 0
WIDTH=48 FT
WIDTH= 18 FT WIDTH=20 FT WIDTH=22 FT
E(%)
WIDTH=24 FT
1 @ 10’ 1 @ 11’ 1 @ 12’ 2 @ 12’
w
w
w
w
w
DESIGN SOFTW ARE EQUIVALENTS (NUMBER OF LANES AT LANE WIDTH)
0 0 0 0 0 0
=65
VELOCITY
DESIGN
WIDTH
16 FT 18 FT
0 0
WIDTH=72 FT
w
0
3 @ 12’
INTERCHANGE RAMPS
0
0
0
1 @ 9’
Lr
Lr
Lr
Lr
Lr Lr Lr Lr
Lt
Lt
Lt
Lt
Lt Lt Lt Lt
VIRGINIA DEPARTMENT OF TRANSPORTATION
REFERENCE
SPECIFICATION
65 MPH DESIGN SPEED
TRANSITION CURVES - RURAL
TC-5.11
ROAD AND BRIDGE STANDARDS
REVISION DATE
803.41
SHEET 1 OF 1
WIDENING SHOW N IS BASED ON A W B-62 DESIGN VEHICLE.
Lt, Lr & w VALUES IN FEET. LISTED RADIUS IS THE MINIMUM ALLOW ABLE RADIUS FOR THE CORRESPONDING E, Lt, Lr, AND w VALUES.
NOTE:
1488
1656
1737
1805
1867
1924
1980
2034
2087
2139
2191
2242
2294
2346
2398
2451
2504
2558
2613
2670
2729
2789
2852
2916
2982
3051
3122
3196
3272
3351
3433
3518
3607
3699
3795
3896
4000
4109
4224
4344
4469
4601
4740
4886
5040
5203
5375
5557
5751
5957
6176
6411
6662
6931
7221
7534
7873
8242
8643
9083
9566
12900
RADIUS(FT)
8
7.9
7.8
7.7
7.6
7.5
7.4
7.3
7.2
7.1
7
6.9
6.8
6.7
6.6
6.5
6.4
6.3
6.2
6.1
6
5.9
5.8
5.7
5.6
5.5
5.4
5.3
5.2
5.1
5
4.9
4.8
4.7
4.6
4.5
4.4
4.3
4.2
4.1
4
3.9
3.8
3.7
3.6
3.5
3.4
3.3
3.2
3.1
3
2.9
2.8
2.7
2.6
2.5
2.4
2.3
2.2
2.1
2
66
66
66
66
66
66
66
66
66
66
66
66
66
66
66
66
66
66
66
66
66
66
66
66
66
66
66
66
66
66
66
66
66
66
66
66
66
66
66
66
66
66
66
66
66
66
66
66
66
66
66
66
66
66
66
66
66
66
66
66
66
262
258
255
252
249
245
242
239
236
232
229
226
223
219
216
213
209
206
203
200
196
193
190
187
183
180
177
174
170
167
164
160
157
154
151
147
144
141
138
134
131
128
125
121
118
115
112
108
105
102
98
95
92
89
85
82
79
76
72
69
66
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
277
274
270
267
264
260
257
253
250
246
243
239
236
232
229
225
222
219
215
212
208
205
201
198
194
191
187
184
180
177
174
170
167
163
160
156
153
149
146
142
139
135
132
129
125
122
118
115
111
108
104
101
97
94
90
87
84
80
77
73
70
54
54
53
53
53
53
53
53
54
54
55
56
57
58
58
59
60
61
62
63
64
65
66
51
51
51
51
51
51
51
51
51
51
51
51
51
51
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
49
49
49
49
49
214
210
206
204
200
197
194
191
191
191
191
191
191
191
191
191
191
191
191
191
191
191
191
146
143
141
137
135
132
130
127
124
122
119
116
114
111
108
105
103
100
98
95
93
90
87
85
82
79
77
74
72
69
67
64
62
59
57
54
52
49
5
4.8
4.7
4.7
4.6
4.5
4.5
4.4
4.4
4.4
4.3
4.3
4.3
4.2
4.2
4.2
4.1
4.1
4.1
4
4
4
3.9
3.9
3.9
3.9
3.8
3.8
3.8
3.8
3.7
3.7
3.7
3.6
3.6
3.6
3.6
3.5
3.5
3.5
3.5
3.4
3.4
3.4
3.3
3.3
3.3
3.3
3.2
3.2
3.2
3.2
3.1
3.1
3.1
3.1
3
3
3
2.9
2.9
2.8
56
56
56
56
55
55
55
55
55
55
55
55
55
54
54
54
54
54
54
54
54
54
54
54
54
54
54
54
54
54
53
53
53
53
53
53
53
53
53
53
53
53
53
53
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
47
47
224
219
215
213
209
205
203
199
196
194
190
187
185
181
179
176
172
170
167
164
161
158
155
152
150
147
144
141
138
136
132
130
127
124
121
119
116
113
110
108
105
102
99
97
94
91
89
86
83
81
78
75
72
70
67
65
62
59
57
49
47
4
3.8
3.7
3.7
3.6
3.5
3.5
3.4
3.4
3.4
3.3
3.3
3.3
3.2
3.2
3.2
3.1
3.1
3.1
3
3
3
2.9
2.9
2.9
2.9
2.8
2.8
2.8
2.8
2.7
2.7
2.7
2.6
2.6
2.6
2.6
2.5
2.5
2.5
2.5
2.4
2.4
2.4
2.3
2.3
2.3
2.3
2.2
2.2
2.2
2.2
2.1
2.1
2.1
2.1
2
2
2
0
0
0
59
58
58
58
58
57
57
57
57
57
57
57
57
57
57
57
57
57
57
56
56
56
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
233
228
225
222
218
214
211
208
205
202
198
195
193
189
186
183
180
177
174
171
168
165
149
146
144
141
139
136
134
131
128
126
123
121
118
116
113
110
108
105
103
100
98
95
93
90
87
85
82
80
77
75
72
70
67
64
62
59
57
54
52
3
2.8
2.7
2.7
2.6
2.5
2.5
2.4
2.4
2.4
2.3
2.3
2.3
2.2
2.2
2.2
2.1
2.1
2.1
2
2
2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
61
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
242
221
218
215
213
210
207
204
201
199
196
193
190
187
185
182
179
176
174
171
168
165
162
160
157
154
151
148
146
143
140
137
134
132
129
126
123
120
118
115
112
109
107
104
101
98
95
93
90
87
84
81
79
76
73
70
67
65
62
59
56
2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
98
84
84
84
84
84
84
84
84
84
84
84
84
84
84
84
84
84
84
84
84
84
84
84
84
84
84
84
84
84
84
84
84
84
84
84
84
84
84
84
84
84
84
84
84
84
84
84
84
84
84
84
84
84
84
84
84
84
84
84
84
391
331
327
323
319
314
310
306
302
298
294
289
285
281
277
273
268
264
260
256
252
247
243
239
235
231
227
222
218
214
210
206
201
197
193
189
185
180
176
172
168
164
160
155
151
147
143
139
134
130
126
122
118
114
109
105
101
97
93
88
84
4
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
140
112
112
112
112
112
112
112
112
112
112
112
112
112
112
112
112
112
112
112
112
112
112
112
112
112
112
112
112
112
112
112
112
112
112
112
112
112
112
112
112
112
112
112
112
112
112
112
112
112
112
112
112
112
112
112
112
112
112
112
112
559
441
436
430
425
419
414
408
402
397
391
386
380
374
369
363
358
352
347
341
335
330
324
319
313
307
302
296
291
285
280
274
268
263
257
252
246
240
235
229
224
218
213
207
201
196
190
185
179
174
168
162
157
151
146
140
134
129
123
118
112
6
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0

0
RADIUS(FT) E(%)
NC 0 0 0
DESIGN FACTORS FOR A DESIGN SPEED OF 70 MPH (RURAL) USING E= 8% MAX.
0 0
WIDTH=48 FT
WIDTH= 18 FT WIDTH=20 FT WIDTH=22 FT WIDTH=24 FT
1 @ 10’ 1 @ 11’ 1 @ 12’ 2 @ 12’
w
w
w
w
w
DESIGN SOFTW ARE EQUIVALENTS (NUMBER OF LANES AT LANE WIDTH)
0 0 0 0
=70
VELOCITY
DESIGN
WIDTH
16 FT 18 FT
0 0
WIDTH=72 FT
w
0
3 @ 12’
INTERCHANGE RAMPS
0
0
0
1 @ 9’
Lt Lt
Lt
Lt
Lt Lt Lt Lt
Lr
Lr
Lr
Lr
Lr Lr Lr Lr
REFERENCE
SPECIFICATION
VIRGINIA DEPARTMENT OF TRANSPORTATION
70 MPH DESIGN SPEED
TRANSITION CURVES - RURAL
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 1
803.42
REVISION DATE
TC-5.11
WIDENING SHOW N IS BASED ON A W B-62 DESIGN VEHICLE.
Lt, Lr & w VALUES IN FEET. LISTED RADIUS IS THE MINIMUM ALLOW ABLE RADIUS FOR THE CORRESPONDING E, Lt, Lr, AND w VALUES.
NOTE:
1821
2010
2100
2175
2242
2305
2365
2423
2480
2535
2590
2645
2699
2753
2807
2862
2919
2977
3037
3099
3163
3228
3296
3366
3439
3514
3592
3673
3756
3843
3933
4027
4125
4226
4332
4443
4558
4679
4805
4937
5076
5222
5376
5537
5708
5888
6079
6281
6495
6724
6967
7227
7506
7805
8127
8474
8851
9260
9706
10194
10731
14500
8
7.9
7.8
7.7
7.6
7.5
7.4
7.3
7.2
7.1
7
6.9
6.8
6.7
6.6
6.5
6.4
6.3
6.2
6.1
6
5.9
5.8
5.7
5.6
5.5
5.4
5.3
5.2
5.1
5
4.9
4.8
4.7
4.6
4.5
4.4
4.3
4.2
4.1
4
3.9
3.8
3.7
3.6
3.5
3.4
3.3
3.2
3.1
3
2.9
2.8
2.7
2.6
2.5
2.4
2.3
2.2
2.1
2
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
285
281
278
274
271
267
264
260
256
253
249
246
242
239
235
232
228
224
221
217
214
210
207
203
200
196
192
189
185
182
178
175
171
168
164
160
157
153
150
146
143
139
136
132
128
125
121
118
114
111
107
104
100
96
93
89
86
82
79
75
72
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
300
297
293
289
285
282
278
274
270
267
263
259
255
252
248
244
240
237
233
229
225
222
218
214
210
207
203
199
195
192
188
184
180
177
173
169
165
162
158
154
150
147
143
139
135
132
128
124
120
117
113
109
105
102
98
94
90
87
83
79
75
57
57
57
57
57
56
56
57
57
58
59
60
61
62
63
64
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
54
54
54
54
54
54
54
54
54
54
54
54
54
54
54
54
53
53
53
53
53
53
53
53
53
53
53
53
53
53
228
224
220
216
213
210
207
205
205
205
205
205
205
205
205
205
176
174
171
167
165
162
159
156
153
150
148
144
142
139
136
133
130
127
125
121
119
116
113
110
107
105
102
99
96
94
91
88
85
83
80
77
74
72
69
66
63
61
58
55
53
4.8
4.6
4.5
4.4
4.4
4.3
4.3
4.3
4.2
4.2
4.2
4.1
4.1
4.1
4.1
4
4
4
4
3.9
3.9
3.9
3.9
3.8
3.8
3.8
3.8
3.7
3.7
3.7
3.7
3.6
3.6
3.6
3.6
3.5
3.5
3.5
3.5
3.4
3.4
3.4
3.4
3.3
3.3
3.3
3.3
3.2
3.2
3.2
3.2
3.1
3.1
3.1
3.1
3
3
3
3
2.9
2.9
2.8
60
59
59
59
59
59
59
59
58
58
58
58
58
58
58
58
58
58
58
58
58
58
58
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
55
55
55
55
50
50
238
234
230
226
223
219
216
213
209
206
203
200
197
194
191
187
184
182
179
175
172
169
167
163
160
157
154
151
148
145
142
139
136
133
130
127
124
121
119
115
112
110
107
104
101
98
95
92
89
87
84
81
78
75
72
69
66
64
61
53
50
3.8
3.6
3.5
3.4
3.4
3.3
3.3
3.3
3.2
3.2
3.2
3.1
3.1
3.1
3.1
3
3
3
3
2.9
2.9
2.9
2.9
2.8
2.8
2.8
2.8
2.7
2.7
2.7
2.7
2.6
2.6
2.6
2.6
2.5
2.5
2.5
2.5
2.4
2.4
2.4
2.4
2.3
2.3
2.3
2.3
2.2
2.2
2.2
2.2
2.1
2.1
2.1
2.1
2
2
2
2
0
0
0
62
62
62
61
61
61
61
61
61
61
61
61
61
61
61
60
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
248
243
239
235
232
228
225
222
218
215
212
208
205
202
199
195
176
174
171
168
165
163
160
157
154
152
149
146
143
141
138
135
132
130
127
124
121
119
116
113
110
108
105
102
99
97
94
91
88
86
83
80
77
75
72
69
66
64
61
58
55
2.8
2.6
2.5
2.4
2.4
2.3
2.3
2.3
2.2
2.2
2.2
2.1
2.1
2.1
2.1
2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
240
237
234
231
228
225
222
219
216
213
210
207
204
201
198
195
192
189
186
183
180
177
174
171
168
165
162
159
156
153
150
147
144
141
138
135
132
129
126
123
120
117
114
111
108
105
102
99
96
93
90
87
84
81
78
75
72
69
66
63
60
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
360
356
351
347
342
338
333
329
324
320
315
311
306
302
297
293
288
284
279
275
270
266
261
257
252
248
243
239
234
230
225
221
216
212
207
203
198
194
189
185
180
176
171
167
162
158
153
149
144
140
135
131
126
122
117
113
108
104
99
95
90
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
480
474
468
462
456
450
444
438
432
426
420
414
408
402
396
390
384
378
372
366
360
354
348
342
336
330
324
318
312
306
300
294
288
282
276
270
264
258
252
246
240
234
228
222
216
210
204
198
192
186
180
174
168
162
156
150
144
138
132
126
120
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0

VIRGINIA DEPARTMENT OF TRANSPORTATION
REFERENCE
SPECIFICATION
TC-5.11
ROAD AND BRIDGE STANDARDS
REVISION DATE
803.43
SHEET 1 OF 1
0
RADIUS(FT) E(%)
NC 0 0 0 0 0
WIDTH=48 FT
WIDTH= 18 FT WIDTH=20 FT WIDTH=22 FT WIDTH=24 FT
1 @ 10’ 1 @ 11’ 1 @ 12’ 2 @ 12’
w
w
w
w
w
DESIGN SOFTW ARE EQUIVALENTS (NUMBER OF LANES AT LANE WIDTH)
0 0 0 0
WIDTH
16 FT 18 FT
0 0
WIDTH=72 FT
w
0
3 @ 12’
INTERCHANGE RAMPS
0
0
0
1 @ 9’
Lt Lt
Lt
Lt
Lt Lt Lt Lt
Lr
Lr
Lr
Lr
Lr Lr Lr Lr
DESIGN FACTORS FOR A DESIGN SPEED OF 75 MPH (RURAL) USING E= 8% MAX.
75 MPH DESIGN SPEED
TRANSITION CURVES - RURAL
=75
VELOCITY
DESIGN
WIDENING SHOW N IS BASED ON A W B-62 DESIGN VEHICLE.
Lt, Lr & w VALUES IN FEET. LISTED RADIUS IS THE MINIMUM ALLOW ABLE RADIUS FOR THE CORRESPONDING E, Lt, Lr, AND w VALUES.
NOTE:
2215
2480
2520
2615
2704
2781
2796
2856
2942
3010
3029
3088
3149
3209
3268
3328
3394
3462
3533
3574
3648
3725
3804
3938
3980
4023
4169
4263
4362
4464
4537
4647
4762
4881
5020
5151
5287
5430
5579
5635
5797
5967
6091
6279
6477
6809
7034
7275
7397
7664
7950
8181
8507
8777
9152
9559
10001
10483
10920
11805
12200
16100
8
7.9
7.8
7.7
7.6
7.5
7.4
7.3
7.2
7.1
7
6.9
6.8
6.7
6.6
6.5
6.4
6.3
6.2
6.1
6
5.9
5.8
5.7
5.6
5.5
5.4
5.3
5.2
5.1
5
4.9
4.8
4.7
4.6
4.5
4.4
4.3
4.2
4.1
4
3.9
3.8
3.7
3.6
3.5
3.4
3.3
3.2
3.1
3
2.9
2.8
2.7
2.6
2.5
2.4
2.3
2.2
2.1
2
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
298
294
291
287
283
280
276
272
268
265
261
257
254
250
246
242
239
235
231
227
224
220
216
213
209
205
201
198
194
190
187
183
179
175
172
168
164
160
157
153
149
146
142
138
134
131
127
123
120
116
112
108
105
101
97
94
90
86
82
79
75
79
79
79
79
79
79
79
79
79
79
79
79
79
79
79
79
79
79
79
79
79
79
79
79
79
79
79
79
79
79
79
79
79
79
79
79
79
79
79
79
79
79
79
79
79
79
79
79
79
79
79
79
79
79
79
79
79
79
79
79
79
314
310
306
302
298
294
290
286
282
278
274
270
267
263
259
255
251
247
243
239
235
231
227
224
220
216
212
208
204
200
196
192
188
184
180
177
173
169
165
161
157
153
149
145
141
137
134
130
126
122
118
114
110
106
102
98
94
90
87
83
79
60
59
59
59
59
59
60
61
59
59
59
58
58
58
59
58
58
58
58
58
58
58
58
58
58
58
58
58
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
56
56
56
56
56
56
56
56
56
56
56
56
56
55
55
55
237
232
229
226
222
220
220
220
210
207
204
200
197
194
192
188
185
182
179
175
173
170
167
163
160
158
155
152
148
145
143
140
136
133
131
128
124
122
119
116
113
110
107
104
101
98
95
93
90
87
84
81
78
75
72
70
67
64
61
58
55
4.5
4.3
4.3
4.3
4.2
4.2
4.2
4.1
4.1
4.1
4.1
4
4
4
4
3.9
3.9
3.9
3.9
3.8
3.8
3.8
3.8
3.7
3.7
3.7
3.7
3.7
3.6
3.6
3.6
3.6
3.5
3.5
3.5
3.5
3.4
3.4
3.4
3.4
3.4
3.3
3.3
3.3
3.3
3.2
3.2
3.2
3.2
3.2
3.1
3.1
3.1
3.1
3
3
3
3
2.9
2.9
2.9
2.8
62
62
62
62
62
62
62
61
61
61
61
61
61
61
61
61
61
61
61
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
59
59
59
59
59
59
59
59
59
59
59
59
59
59
59
59
59
59
58
58
58
58
53
53
53
248
243
240
237
232
229
226
222
219
216
213
209
206
203
200
196
193
190
187
183
180
177
174
171
168
165
162
159
155
152
149
146
143
140
137
134
130
127
124
121
118
115
112
109
106
103
100
97
94
91
88
85
82
79
76
73
70
67
58
56
53
3.5
3.3
3.3
3.3
3.2
3.2
3.2
3.1
3.1
3.1
3.1
3
3
3
3
2.9
2.9
2.9
2.9
2.8
2.8
2.8
2.8
2.7
2.7
2.7
2.7
2.7
2.6
2.6
2.6
2.6
2.5
2.5
2.5
2.5
2.4
2.4
2.4
2.4
2.4
2.3
2.3
2.3
2.3
2.2
2.2
2.2
2.2
2.2
2.1
2.1
2.1
2.1
2
2
2
2
0
0
0
0
65
64
64
64
64
64
64
64
64
64
64
64
64
64
64
58
58
58
58
58
58
58
58
58
58
58
58
58
58
58
58
58
58
58
58
58
58
58
58
58
58
58
58
58
58
58
58
58
58
58
58
58
58
58
58
58
58
58
58
58
58
258
253
250
247
242
239
236
232
229
226
222
218
215
212
209
189
186
183
180
177
174
171
168
165
163
160
157
154
151
148
145
142
139
137
134
131
128
125
122
119
116
113
110
108
105
102
99
96
93
90
87
84
82
79
76
73
70
67
64
61
58
2.5
2.3
2.3
2.3
2.2
2.2
2.2
2.1
2.1
2.1
2.1
2
2
2
2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
253
250
247
244
240
237
234
231
228
225
222
218
215
212
209
206
203
199
196
193
190
187
184
180
177
174
171
168
165
162
158
155
152
149
146
143
139
136
133
130
127
124
120
117
114
111
108
105
102
98
95
92
89
86
83
79
76
73
70
67
64
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
95
95
95
95
95
95
95
95
95
95
95
95
95
95
95
95
95
95
95
95
95
95
95
95
95
95
95
95
95
95
95
95
95
95
95
95
95
95
95
95
95
95
95
95
95
95
95
95
95
95
95
95
95
95
95
95
95
95
95
95
95
379
375
370
365
360
356
351
346
342
337
332
327
323
318
313
308
304
299
294
289
285
280
275
270
266
261
256
252
247
242
237
233
228
223
218
214
209
204
199
195
190
185
180
176
171
166
162
157
152
147
143
138
133
128
124
119
114
109
105
100
95
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
127
127
127
127
127
127
127
127
127
127
127
127
127
127
127
127
127
127
127
127
127
127
127
127
127
127
127
127
127
127
127
127
127
127
127
127
127
127
127
127
127
127
127
127
127
127
127
127
127
127
127
127
127
127
127
127
127
127
127
127
127
508
502
496
489
483
477
470
464
458
451
445
438
432
426
419
413
407
400
394
388
381
375
369
362
356
350
343
337
331
324
318
312
305
299
292
286
280
273
267
261
254
248
242
235
229
223
216
210
204
197
191
185
178
172
166
159
153
146
140
134
127
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0

0
RADIUS(FT) E(%)
NC 0 0 0
DESIGN FACTORS FOR A DESIGN SPEED OF 80 MPH (RURAL) USING E= 8% MAX.
0 0
WIDTH=48 FT
WIDTH= 18 FT WIDTH=20 FT WIDTH=22 FT WIDTH=24 FT
1 @ 10’ 1 @ 11’ 1 @ 12’ 2 @ 12’
w
w
w
w
w
DESIGN SOFTW ARE EQUIVALENTS (NUMBER OF LANES AT LANE WIDTH)
0 0 0 0
WIDTH
16 FT 18 FT
0 0
WIDTH=72 FT
w
0
3 @ 12’
INTERCHANGE RAMPS
0
0
0
1 @ 9’
Lt Lt
Lt
Lt
Lt Lt Lt Lt
Lr
Lr
Lr
Lr
Lr Lr Lr Lr
REFERENCE
SPECIFICATION
VIRGINIA DEPARTMENT OF TRANSPORTATION
80 MPH DESIGN SPEED
TRANSITION CURVES - RURAL
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 1
803.44
REVISION DATE
TC-5.11
=80
VELOCITY
DESIGN
WIDENING SHOW N IS BASED ON A W B-62 DESIGN VEHICLE.
Lt, Lr & w VALUES IN FEET. LISTED RADIUS IS THE MINIMUM ALLOW ABLE RADIUS FOR THE CORRESPONDING E, Lt, Lr, AND w VALUES.
NOTE:
2675
2895
3029
3115
3159
3218
3324
3354
3425
3467
3513
3582
3652
3723
3790
3860
3877
3966
4047
4146
4227
4267
4337
4410
4497
4586
4669
4775
4951
5067
5150
5274
5405
5499
5656
5820
5868
6038
6193
6367
6550
6743
6883
7096
7319
7490
7881
8148
8358
8584
8904
9163
9528
9831
10251
10706
11401
11845
12340
12749
13704
17800
8
7.9
7.8
7.7
7.6
7.5
7.4
7.3
7.2
7.1
7
6.9
6.8
6.7
6.6
6.5
6.4
6.3
6.2
6.1
6
5.9
5.8
5.7
5.6
5.5
5.4
5.3
5.2
5.1
5
4.9
4.8
4.7
4.6
4.5
4.4
4.3
4.2
4.1
4
3.9
3.8
3.7
3.6
3.5
3.4
3.3
3.2
3.1
3
2.9
2.8
2.7
2.6
2.5
2.4
2.3
2.2
2.1
2
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
329
325
320
316
312
308
304
300
296
292
288
284
279
275
271
267
263
259
255
251
247
243
238
234
230
226
222
218
214
210
206
202
197
193
189
185
181
177
173
169
165
160
156
152
148
144
140
136
132
128
124
119
115
111
107
103
99
95
91
87
83
86
86
86
86
86
86
86
86
86
86
86
86
86
86
86
86
86
86
86
86
86
86
86
86
86
86
86
86
86
86
86
86
86
86
86
86
86
86
86
86
86
86
86
86
86
86
86
86
86
86
86
86
86
86
86
86
86
86
86
86
86
343
339
335
330
326
322
318
313
309
305
300
296
292
288
283
279
275
270
266
262
258
253
249
245
240
236
232
228
223
219
215
210
206
202
198
193
189
185
180
176
172
168
163
159
155
150
146
142
138
133
129
125
120
116
112
108
103
99
95
90
86
64
64
64
64
64
64
63
64
64
64
63
63
63
63
63
63
63
63
63
63
62
62
62
62
62
62
62
62
62
62
62
62
62
62
62
62
62
62
62
62
61
61
61
61
61
61
61
61
61
61
61
61
61
61
60
60
60
60
60
60
60
255
251
247
244
240
237
233
230
227
224
220
216
213
210
207
203
200
197
194
190
186
183
180
177
174
171
167
164
161
158
154
151
148
145
142
138
135
132
129
126
122
119
116
113
110
106
103
100
97
94
91
88
85
82
78
75
72
69
66
63
60
4.3
4.2
4.1
4.1
4.1
4.1
4
4
4
4
4
3.9
3.9
3.9
3.9
3.8
3.8
3.8
3.8
3.8
3.7
3.7
3.7
3.7
3.7
3.7
3.6
3.6
3.6
3.6
3.5
3.5
3.5
3.5
3.5
3.4
3.4
3.4
3.4
3.4
3.3
3.3
3.3
3.3
3.2
3.2
3.2
3.2
3.2
3.1
3.1
3.1
3.1
3.1
3
3
3
2.9
2.9
2.9
2.9
2.8
67
67
66
66
66
66
66
66
66
66
66
66
66
66
66
66
66
66
66
66
65
65
65
65
65
65
65
65
65
65
65
65
65
65
65
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
63
63
63
58
58
58
58
267
262
258
255
251
248
244
240
237
234
230
226
223
220
216
212
209
206
202
199
195
192
189
185
182
179
175
172
168
165
161
158
155
152
148
144
141
138
135
132
128
125
122
118
115
111
108
105
102
98
95
92
89
86
82
79
76
66
63
60
58
3.3
3.2
3.1
3.1
3.1
3.1
3
3
3
3
3
2.9
2.9
2.9
2.9
2.8
2.8
2.8
2.8
2.8
2.7
2.7
2.7
2.7
2.7
2.7
2.6
2.6
2.6
2.6
2.5
2.5
2.5
2.5
2.5
2.4
2.4
2.4
2.4
2.4
2.3
2.3
2.3
2.3
2.2
2.2
2.2
2.2
2.2
2.1
2.1
2.1
2.1
2.1
2
2
2
0
0
0
0
0
70
70
69
69
69
69
69
69
69
69
69
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
278
274
269
266
262
259
254
251
247
244
240
217
214
211
208
205
202
198
195
192
189
186
183
180
176
173
170
167
164
161
158
154
151
148
145
142
139
136
132
129
126
123
120
117
114
110
107
104
101
98
95
92
88
85
82
79
76
73
70
66
63
2.3
2.2
2.1
2.1
2.1
2.1
2
2
2
2
2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
69
69
69
69
69
69
69
69
69
69
69
69
69
69
69
69
69
69
69
69
69
69
69
69
69
69
69
69
69
69
69
69
69
69
69
69
69
69
69
69
69
69
69
69
69
69
69
69
69
69
69
69
69
69
69
69
69
69
69
69
69
275
271
268
264
261
258
254
251
247
244
240
237
234
230
227
223
220
216
213
210
206
203
199
196
192
189
186
182
179
175
172
168
165
162
158
155
151
148
144
141
138
134
131
127
124
120
117
114
110
107
103
100
96
93
90
86
83
79
76
72
69
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
412
407
402
396
391
386
381
376
371
366
360
355
350
345
340
335
330
324
319
314
309
304
299
294
288
283
278
273
268
263
258
252
247
242
237
232
227
222
216
211
206
201
196
191
186
180
175
170
165
160
155
150
144
139
134
129
124
119
114
108
103
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
138
138
138
138
138
138
138
138
138
138
138
138
138
138
138
138
138
138
138
138
138
138
138
138
138
138
138
138
138
138
138
138
138
138
138
138
138
138
138
138
138
138
138
138
138
138
138
138
138
138
138
138
138
138
138
138
138
138
138
138
138
552
545
538
531
524
517
510
504
497
490
483
476
469
462
455
448
442
435
428
421
414
407
400
393
386
380
373
366
359
352
345
338
331
324
318
311
304
297
290
283
276
269
262
255
249
242
235
228
221
214
207
200
193
187
180
173
166
159
152
145
138
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0

STANDARD
BCQ-02
BCQ-05
BCQ-10
BCQ-20
BCQ-30
BCQ-40
BCQ-50
BCW-11
BCW-12
QUADRUPLE BOX CULVERT (0 TO 2 FT. FILLS)
QUADRUPLE BOX CULVERT (0 TO 2 FT. FILLS)
QUADRUPLE BOX CULVERT (2 TO 5 FT. FILLS)
QUADRUPLE BOX CULVERT (2 TO 5 FT. FILLS)
QUADRUPLE BOX CULVERT (5 TO 10 FT. FILLS)
QUADRUPLE BOX CULVERT (5 TO 10 FT. FILLS)
QUADRUPLE BOX CULVERT (10 TO 20 FT. FILLS)
QUADRUPLE BOX CULVERT (10 TO 20 FT. FILLS)
QUADRUPLE BOX CULVERT (20 TO 30 FT. FILLS)
TITLE
QUADRUPLE BOX CULVERT (20 TO 30 FT. FILLS) 1005.14
QUADRUPLE BOX CULVERT (30 TO 40 FT. FILLS)
QUADRUPLE BOX CULVERT (30 TO 40 FT. FILLS)
QUADRUPLE BOX CULVERT (40 TO 50 FT. FILLS)
QUADRUPLE BOX CULVERT (40 TO 50 FT. FILLS)
WING DETAIL 1.5:1 FILL SLOPE - TYPE I
WING DETAIL 1.5:1 FILL SLOPE - TYPE I
WING DETAIL 1.5:1 FILL SLOPE - TYPE I
WING DETAIL 1.5:1 FILL SLOPE - TYPE I
WING DETAIL 1.5:1 FILL SLOPE - TYPE I
WING DETAIL 1.5:1 FILL SLOPE - TYPE I
WING DETAIL 1.5:1 FILL SLOPE - TYPE I
WING DETAIL 1.5:1 FILL SLOPE - TYPE I
WING DETAIL 1.5:1 FILL SLOPE - TYPE II
WING DETAIL 1.5:1 FILL SLOPE - TYPE II
WING DETAIL 1.5:1 FILL SLOPE - TYPE II
WING DETAIL 1.5:1 FILL SLOPE - TYPE II
WING DETAIL 1.5:1 FILL SLOPE - TYPE II
WING DETAIL 1.5:1 FILL SLOPE - TYPE II
WING DETAIL 1.5:1 FILL SLOPE - TYPE II
WING DETAIL 1.5:1 FILL SLOPE - TYPE II
INDEX OF SHEETS
SECTION 1000-BOX CULVERTS
VIRGINIA DEPARTMENT OF TRANSPORTATION
PAGE
1005.05
1005.06
1005.07
1005.08
1005.09
1005.10
1005.11
1005.12
1005.13
ROAD AND BRIDGE STANDARDS
REVISION DATE SHEET 3 OF 4
07/12
1005.15
1005.16
1005.17
1005.18
1006.01
1006.02
1006.03
1006.04
1006.05
1006.06
1006.07
1006.08
1006.09
1006.10
1006.11
1006.12
1006.13
1006.14
1006.15
1006.16
1000.03

SPECIFICATION
REFERENCE
NOTES TO DESIGNER:
The designer shall ensure that the following checks are undertaken to ensure the suitability
of the standard box culvert and wingwall designs to a particular site.
General:
The designer shall review the site investigation results and material testing to confirm the
site exposure and environment is within the scope of these standards. This includes highly
saline environments, maritime environments including splash zones and other aggressive chemicals.
Box Culverts:
The designer shall review the geometry and applied loading of the proposed site to ensure that
the design is within the scope of these standards.
AASHTO Crack Control Criteria, Article 5.7.3.4, is ignored.
Wingwalls:
The standard wingwall designs do not allow for increased earth pressure loads due to seismic effects.
The designer shall ensure that the overall slip circle stability and wall deflections are checked in
accordance with Section 11.6.2 of AASHTO LRFD.
The designer shall ensure the friction angle for founding stratum, ffound’, is a minimum of 32 degrees
for 2:1 Slope Wingwalls and 34 degrees for 1.5:1 Slope Wingwalls.
Where the founding stratum is a cohesive soil, the designer shall ensure that the sliding stability of the
wall is verified.
Where the designer proposes to improve the foundation strata to allow the use of the standard wingwall
designs, the designer shall ensure that additional sliding and bearing pressure checks are carried out at
the base of the improved soil layer.
In locations where it is not practical to provide the back of wall drainage system as indicated on the
drawings, the designer shall re-check the wingwall designs taking into account the site groundwater
conditions. Special consideration of groundwater conditions may also be required in locations where the
watercourse is prone to rapid and significant changes in water level, including seepage effects where
appropriate.
The designer shall calculate the nominal bearing resistance of the foundation material using the semi-
empirical approach given in AASHTO LRFD Section 10.6.3.1.3 using the width of footing at the low and
high ends of the wingwall, dimensions N1 and N2, for the footing width B. The designer shall check
that the factored bearing resistance at each end of the wall, qR, is greater than the minimum values
given in the table below. Where the factored bearing resistance is below the minimum values given in
the table the designer shall re-design the wall based on an increased footing width or provide
improvement to the foundation bearing resistance such that its bearing resistance exceeds the
minimum values.
2:1 Slope Wingwalls Type I
N1 OR N2
(FT.)
3’-0"
q r,min.
(ksf)
0.85
3’-6" 1.11
4’-0" 1.27
4’-6" 1.71
5’-0" 2.03
5’-6" 2.36
6’-0" 2.70
6’-6" 3.05
7’-0" 3.10
7’-6"
8’-0"
3.45
3.51
8’-6" 3.86
N1 OR N2
(FT.)
q r,min.
(ksf)
9’-0" 3.92
9’-6" 3.99
10’-0" 4.07
11’-0" 4.28
12’-0" 4.36
12’-6" 4.46
13’-0" 4.56
14’-0" 4.56
14’-6" 4.66
15’-0" 4.99
15’-6" 5.10
2:1 Slope Wingwalls Type II
N1 OR N2
(FT.)
3’-0"
q r,min.
(ksf)
0.48
4’-0" 1.40
4’-6" 1.71
5’-0" 2.03
5’-6" 2.36
6’-0" 2.70
6’-6" 3.05
7’-0" 3.10
7’-6"
3.76
N1 OR N2
(FT.)
8’-0"
q r,min.
(ksf)
4.13
8’-6" 4.16
9’-0" 4.21
9’-6" 4.43
10’-0" 5.19
10’-6" 5.23
11’-0" 5.61
12’-0" 5.40
13’-0" 5.55
N1 OR N2
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
(FT.)
3’-0"
NOTES TO DESIGNER
BOX CULVERTS AND WINGS
1.5:1 Slope Wingwalls Type I
VIRGINIA DEPARTMENT OF TRANSPORTATION
q r,min.
(ksf)
1.02
3’-6" 1.15
4’-0" 1.50
4’-3" 1.68
4’-6" 1.88
4’-9" 2.08
5’-0" 1.98
5’-6" 2.40
6’-0" 2.53
6’-6"
7’-0"
2.65
2.78
7’-6" 3.18
N1 OR N2
(FT.)
q r,min.
(ksf)
8’-6" 3.44
9’-0" 3.57
9’-6" 3.71
10’-0" 4.10
11’-6" 4.28
12’-0" 4.42
12’-6" 4.55
13’-6" 4.60
15’-0" 4.95
15’-6" 5.32
16’-0" 5.70
16’-6" 6.11
17’-6" 6.15
1.5:1 Slope Wingwalls Type II
N1 OR N2
(FT.)
3’-0"
q r,min.
(ksf)
0.55
4’-0" 1.50
4’-3" 1.68
4’-6" 1.88
4’-9" 2.08
5’-0" 2.28
5’-3" 2.49
5’-6" 2.71
5’-9" 2.93
6’-0"
6’-6"
3.15
3.61
7’-0" 3.70
7’-6" 4.17
N1 OR N2
(FT.)
q r,min.
(ksf)
8’-0" 4.26
8’-6" 4.35
9’-0" 4.64
9’-6" 4.93
10’-0" 5.04
10’-6" 5.49
11’-0" 5.83
11’-6" 5.93
12’-0" 6.04
12’-6" 6.16
13’-0" 6.28
13’-3" 6.51
14’-0" 6.53
15’-0"
6.48
ROAD AND BRIDGE STANDARDS
REVISION DATE
07/12
BC-GEN
SHEET 1 OF 1
1000.05

BL2 - E Spa. @ 12" = F
(Span-B)/2
SPECIFICATION
REFERENCE
BH1
3"
SPAN
T3 T3
Al wals
(Span-B)/2
BV1
BL1 - A Spa. @ 12" = B top
BL1 - C Ea. Spa. = D bot.
9" typ.
BH1
BH2
BH2
top and bot.
T1
HGHT
T2
BL1 - A Spa. @ 12" = B
TYPICAL SECTION
9" typ.
BV1
Alternate BH3 with
BH1 all corners
when required
BL1 all corners
Lap BH1
Permissible
construction
joint typ.
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
OVERSIZE BOX CULVERTS
STANDARD DETAILS
GENERAL NOTES:
Capacity: AASHTO HL-93 Loading
Specifications:
VIRGINIA DEPARTMENT OF TRANSPORTATION
Construction: Virginia Department of Transportation Road and Bridge Specifications,
2007.
Design: AASHTO LRFD Bridge Design Specifications, 5th Edition 2010; 2011 Interim
Specifications; and VDOT Modifications.
All concrete shall be Class A4.
BCB-DT
Deformed reinforcing bars shall conform to ASTM A615, Grade 60. All reinforcing bar dimensions on
the detailed drawings are to centers of bars except where otherwise noted and are subject to
fabrication and construction tolerances.
Construction joints shall be constructed and bonded in accordance with the current VDOT Road
and Bridge Specifications.
Barrels more than 35’ in length shall be poured in sections by providing vertical construction joints,
not exceeding 25’ between joints nor more than 30’ from ends of barrels.
Bars BH1 and BH3 shall have a pin diameter of 24 bar diameters.
Dimensions on bar diagrams are out-to-out of bars. Bars are straight unless otherwise shown.
The number of BL1 and BL2 bars shown in the table is the number of longitudinal bars shown in
the typical section and may not equal the total number of bars required. BL1 and BL2 bars shall
have a lap of 30 bar diameters at splices. At construction joints, first placed bars shall project 30
bar diameters beyond the joint. Estimated QUAN./LF shown for reinforcing steel does not include
the quantity for laps of BL1 and BL2 bars. The additional weight per longitudinal lap is shown in the
table.
The minimum cover of main reinforcing bars shall be 2" from the face of the concrete for
culverts under 0 to 2 foot fills and shall be 2" from the face of the concrete for all other
culverts.
All reinforcing steel for culverts under 0 to 2 foot fills shall be low carbon/chromium reinforcing
steel conforming to ASTM A1035.
At the Contractor’s option, BV1 bars may be spliced at the permissible construction joint in order
to facilitate construction. No additional compensation shall be provided for the increase in
reinforcing steel quantity due to the splices.
o
Headwall quantities shown assume wingwalls are to be built at a 45 angle to the headwall.
The designs are applicable to the fill height and other conditions indicated. Any change in the
conditions invalidates these designs.
Wingwalls referenced by letter apply when the acceptable foundation level is the same for both box
and wings. If foundation levels are different, the height of the wingwall shall be adjusted by selection
of another lettered wingwall of the appropriate height. For wingwall details, refer to standard series
BCW for the appropriate fill slope.
For details of extending existing boxes, refer to standard BCE-01.
For modification of details for skewed culverts, see the skewed box details included in the road
plans.
This standard shall be used with the BCB standard series.
ROAD AND BRIDGE STANDARDS
REVISION DATE
07/12
SHEET 1 OF 2
1001.01

BL2 - E Spa. @ 12" = F
BCS-DT
(Span-B)/2
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 2
1002.01
BH1
3"
SPAN
T3 T3
Al wals
(Span-B)/2
BV1
BL1 - A Spa. @ 12" = B top
BL1 - C Ea. Spa. = D bot.
9" typ.
BH1
BH2
BH2
top and bot.
TYPICAL SECTION
REVISION DATE
07/12
T1
HGHT
T2
BL1 - A Spa. @ 12" = B
9" typ.
BV1
Alternate BH3 with
BH1 all corners
when required
BL1 all corners
Lap BH1
Permissible
construction
joint typ.
GENERAL NOTES:
Capacity: AASHTO HL-93 Loading
Specifications:
Construction: Virginia Department of Transportation Road and Bridge Specifications,
2007.
Design: AASHTO LRFD Bridge Design Specifications, 5th Edition 2010; 2011 Interim
Specifications; and VDOT Modifications.
All concrete shall be Class A4.
Deformed reinforcing bars shall conform to ASTM A615, Grade 60. All reinforcing bar dimensions on
the detailed drawings are to centers of bars except where otherwise noted and are subject to
fabrication and construction tolerances.
Construction joints shall be constructed and bonded in accordance with the current VDOT Road
and Bridge Specifications.
Barrels more than 35’ in length shall be poured in sections by providing vertical construction joints,
not exceeding 25’ between joints nor more than 30’ from ends of barrels.
Bars BH1 and BH3 shall have a pin diameter of 24 bar diameters.
Dimensions on bar diagrams are out-to-out of bars. Bars are straight unless otherwise shown.
The number of BL1 and BL2 bars shown in the table is the number of longitudinal bars shown in
the typical section and may not equal the total number of bars required. BL1 and BL2 bars shall
have a lap of 30 bar diameters at splices. At construction joints, first placed bars shall project 30
bar diameters beyond the joint. Estimated QUAN./LF shown for reinforcing steel does not include
the quantity for laps of BL1 and BL2 bars. The additional weight per longitudinal lap is shown in the
table.
The minimum cover of main reinforcing bars shall be 2" from the face of the concrete for
culverts under 0 to 2 foot fills and shall be 2" from the face of the concrete for all other
culverts.
All reinforcing steel for culverts under 0 to 2 foot fills shall be low carbon/chromium reinforcing
steel conforming to ASTM A1035.
At the Contractor’s option, BV1 bars may be spliced at the permissible construction joint in order
to facilitate construction. No additional compensation shall be provided for the increase in
reinforcing steel quantity due to the splices.
o
Headwall quantities shown assume wingwalls are to be built at a 45 angle to the headwall.
The designs are applicable to the fill height and other conditions indicated. Any change in the
conditions invalidates these designs.
Wingwalls referenced by letter apply when the acceptable foundation level is the same for both box
and wings. If foundation levels are different, the height of the wingwall shall be adjusted by selection
of another lettered wingwall of the appropriate height. For wingwall details, refer to standard series
BCW for the appropriate fill slope.
For details of extending existing boxes, refer to standard BCE-01.
For modification of details for skewed culverts, see the skewed box details included in the road
plans.
This standard shall be used with the BCS standard series.
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
SINGLE BOX CULVERTS
STANDARD DETAILS
VIRGINIA DEPARTMENT OF TRANSPORTATION
SPECIFICATION
REFERENCE

SPECIFICATION
REFERENCE
GENERAL NOTE
Capacity: AASHTO Hl-93 Loading.
Specifications:
Construction - Va. Department of Transportation Road and
Bridge Specifications 2007.
Design - AASHTO LRFD Bridge Design Specifications, 5th
Edition 2010; 2011 Interim Specifications; and
VDOT Modifications.
All concrete shall be Class A4.
Deformed reinforcing bars shall conform to ASTM A615, Grade 60.
All reinforcing bar dimensions on the detailed drawings are to
centers of bars except where otherwise noted and are subject to
fabrication and construction tolerances.
Construction joints shall be constructed and bonded in accordance
with the current Road and Bridge Specifications.
Barrels more than 35’ in length shall be poured in sections by
providing vertical construction joints, not exceeding 25’ between
joints nor more than 30’ from ends of barrels.
All bends shall be made with a pin diameter as listed in TABLE A
except for Bars BH3 and BH4 which shall have a pin diameter of 24
bar diameters.
Dimensions on bar diagrams are out-to-out of bars. Bars are
straight and 4 size unless otherwise shown. BL2 shall be 3 size.
The number of BL1 and BL2 bars shown in the table is the number
of longitudinal bars shown in the Typical Section and may not equal
the total number of bars required. BL1 and BL2 shall have a lap of
30 bar diameters at splices. At construction joints, first placed
bars shall project 30 bar diameters beyond the joint. Estimated
QUAN./LF shown for reinforcing steel does not include quantity for
laps of BL1 and BL2 bars. The additional weight per longitudinal lap is
shown in the table.
The minimum cover of main reinforcing bars shall be 2" from
the face of the concrete for culverts under 0 to 2 foot fills
and shall be 2" from the face of cencrete for all other culverts.
All reinforcing steel for culverts under 0 to 2 foot fills shall be Low
Carbon/Chromium Reinforcing Steel conforming to ASTM A1035.
At the Contractor’s option, BV1 and BV2 bars may be spliced at the
permissible construction joint in order to facilitate construction. No
additional compensation shall be provided for the increase in
reinforcing steel quantity due to the splices.
Bar HW2 shall be 4" less than culvert height in length.
Headwall quantities shown assume wingwalls are to be built at a 45
angle to the headwall.
The designs are applicable to the fill height and other conditions
indicated. Any change in the conditions invalidates these designs.
Wingwalls referenced by letter apply when the acceptable foundation
level is the same for both box and wings. If foundation levels are
different, the height of the wingwall shall be adjusted by selection
of another lettered wingwall of appropriate height. For wingwall
details, refer to standard series BCW for the appropriate fill slope.
For details of extending existing boxes, refer to Standard BCE-01.
For modification of details for skewed culverts, see the skewed box
details included in the road plans.
This standard shall be used with the BCD standard series.
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
DOUBLE BOX CULVERTS
STANDARD DETAILS
VIRGINIA DEPARTMENT OF TRANSPORTATION
ROAD AND BRIDGE STANDARDS
REVISION DATE
07/12
BCD-DT
SHEET 2 OF 3
1003.02

SPECIFICATION
REFERENCE
GENERAL NOTE
Capacity: AASHTO Hl-93 Loading.
Specifications:
Construction - Virginia Department of Transportation Road
and Bridge Specifications 2007.
Design - AASHTO LRFD Bridge Design Specifications, 5th
Edition 2010; 2011 Interim Specifications; and
VDOT Modifications.
All concrete shall be Class A4.
Deformed reinforcing bars shall conform to ASTM A615, Grade 60.
All reinforcing bar dimensions on the detailed drawings are to
centers of bars except where otherwise noted and are subject to
fabrication and construction tolerances.
Construction joints shall be constructed and bonded in accordance
with the current Road and Bridge Specifications.
Barrels more than 35’ in length shall be poured in sections by
providing vertical construction joints, not exceeding 25’ between
joints nor more than 30’ from ends of barrels.
All bends shall be made with a pin diameter as listed in TABLE A
except for Bars BH3 and BH4 which shall have a pin diameter of 24
bar diameters.
Dimensions on bar diagrams are out-to-out of bars. Bars are
straight and 4 size unless otherwise shown. BL2 shall be 3 size.
The number of BL1 and BL2 bars shown in the table is the number
of longitudinal bars shown in the Typical Section and may not equal
the total number of bars required. BL1 and BL2 shall have a lap of
30 bar diameters at splices. At construction joints, first placed
bars shall project 30 bar diameters beyond the joint. Estimated
QUAN./LF shown for reinforcing steel does not include quantity for
laps of BL1 and BL2 bars. The additional weight per longitudinal lap is
shown in the table.
The minimum cover of main reinforcing bars shall be 2" from
the face of the concrete for culverts under 0 to 2 foot fills
and shall be 2" from the face of cencrete for all other culverts.
All reinforcing steel for culverts under 0 to 2 foot fills shall be Low
Carbon/Chromium Reinforcing Steel conforming to ASTM A1035.
At the Contractor’s option, BV1 and BV2 bars may be spliced at the
permissible construction joint in order to facilitate construction. No
additional compensation shall be provided for the increase in
reinforcing steel quantity due to the splices.
Bar HW2 shall be 4" less than culvert height in length.
Headwall quantities shown assume wingwalls are to be built at a 45
angle to the headwall.
The designs are applicable to the fill height and other conditions
indicated. Any change in the conditions invalidates these designs.
Wingwalls referenced by letter apply when the acceptable foundation
level is the same for both box and wings. If foundation levels are
different, the height of the wingwall shall be adjusted by selection
of another lettered wingwall of appropriate height. For wingwall
details, refer to standard series BCW for the appropriate fill slope.
For details of extending existing boxes, refer to Standard BCE-01.
For modification of details for skewed culverts, see the skewed box
details included in the road plans.
This standard shall be used with the BCT standard series.
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
TRIPLE BOX CULVERTS
STANDARD DETAILS
VIRGINIA DEPARTMENT OF TRANSPORTATION
ROAD AND BRIDGE STANDARDS
REVISION DATE
07/12
BCT-DT
SHEET 2 OF 3
1004.02

SPECIFICATION
REFERENCE
GENERAL NOTE
Capacity: AASHTO Hl-93 Loading.
Specifications:
Construction - Virginia Department of Transportation Road
and Bridge Specifications 2007.
Design - AASHTO LRFD Bridge Design Specifications, 5th
Edition 2010; 2011 Interim Specifications; and
VDOT Modifications.
All concrete shall be Class A4.
Deformed reinforcing bars shall conform to ASTM A615, Grade 60.
All reinforcing bar dimensions on the detailed drawings are to
centers of bars except where otherwise noted and are subject to
fabrication and construction tolerances.
Construction joints shall be constructed and bonded in accordance
with the current Road and Bridge Specifications.
Barrels more than 35’ in length shall be poured in sections by
providing vertical construction joints, not exceeding 25’ between
joints nor more than 30’ from ends of barrels.
All bends shall be made with a pin diameter as listed in TABLE A
except for Bars BH3 and BH4 which shall have a pin diameter of 24
bar diameters.
Dimensions on bar diagrams are out-to-out of bars. Bars are
straight and 4 size unless otherwise shown. BL2 shall be 3 size.
The number of BL1 and BL2 bars shown in the table is the number
of longitudinal bars shown in the Typical Section and may not equal
the total number of bars required. BL1 and BL2 shall have a lap of
30 bar diameters at splices. At construction joints, first placed
bars shall project 30 bar diameters beyond the joint. Estimated
QUAN./LF shown for reinforcing steel does not include quantity for
laps of BL1 and BL2 bars. The additional weight per longitudinal lap is
shown in the table.
The minimum cover of main reinforcing bars shall be 2" from
the face of the concrete for culverts under 0 to 2 foot fills
and shall be 2" from the face of cencrete for all other culverts.
All reinforcing steel for culverts under 0 to 2 foot fills shall be Low
Carbon/Chromium Reinforcing Steel conforming to ASTM A1035.
At the Contractor’s option, BV1 and BV2 bars may be spliced at the
permissible construction joint in order to facilitate construction. No
additional compensation shall be provided for the increase in
reinforcing steel quantity due to the splices.
Bar HW2 shall be 4" less than culvert height in length.
Headwall quantities shown assume wingwalls are to be built at a 45
angle to the headwall.
The designs are applicable to the fill height and other conditions
indicated. Any change in the conditions invalidates these designs.
Wingwalls referenced by letter apply when the acceptable foundation
level is the same for both box and wings. If foundation levels are
different, the height of the wingwall shall be adjusted by selection
of another lettered wingwall of appropriate height. For wingwall
details, refer to standard series BCW for the appropriate fill slope.
For details of extending existing boxes, refer to Standard BCE-01.
For modification of details for skewed culverts, see the skewed box
details included in the road plans.
This standard shall be used with the BCQ standard series.
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
QUADRUPLE BOX CULVERTS
STANDARD DETAILS
VIRGINIA DEPARTMENT OF TRANSPORTATION
ROAD AND BRIDGE STANDARDS
REVISION DATE
07/12
BCQ-DT
SHEET 2 OF 3
1005.02

BCW-11
GENERAL NOTES
Specifications:
Limits of validity for Standard Wingwall design
The standard wingwall designs are based on the following assumptions:
Backfill
AASHTO LRFD Bridge Design Specifications 5th Edition 2010; 2011 Interim Revisions; and
VDOT Modifications
there is no structural connection between the wall and the box culvert
traffic surcharge loading is neglected.
Backfill shall comprise granular material with an internal friction angle F’ of at least 34 .
Cohesive backfill shall not be permitted. Compaction of the backfill material within a distance of
one-half the height of the wall shall be by hand compactors only.
Drainage
The Contractor shall provide the drainage system indicated on Sheet 1.
The cost for the drainage system (including porous backfill, 6" diameter non-rigid tubing and
other items required) shall be incidental to the cost bid for Concrete.
Concrete
All concrete shall be Class A4.
Reinforcement
Deformed reinforcing bars shall conform to ASTM A615, Grade 60. All reinforcing bar dimensions on
the detailed drawings are to centers of bars except where otherwise noted and are subject to
fabrication and construction tolerances.
Dimensions on bar diagrams are out-to-out of bars. Bars are straight unless otherwise shown.
The concrete cover to the outermost reinforcement bars shall be as follows:
Wall footing (all faces) 3" minimum cover
Wall stem (all faces) 2" minimum cover
At the Contractor’s option WV Series bars may be spliced at top of the footing in order to
facilitate construction. Splice lengths shall be in accordance with Table C on Sheet 1. No
additional compensation shall be provided for the increase in reinforcing steel quantity due to
the splices.
Miscellaneous
Weepholes shall be placed at the lowest point feasible for free drainage away from the wing.
Four Type I Wings are to be used for straight crossings and skews up to 20 . Two Type I and
two Type II Wings are to be used for skews from 25 to 45 . For skews above 45 , special design
wings are required. The wingwall to be used for each culvert is shown on the BC series sheets.
The designs shown are applicable for a 45 skew with the roadway and other conditions
indicated. Any change in these conditions invalidates these designs.
Quantities shown are for one wing.
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 8
1006.01
REVISION DATE
07/12
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE
WING DETAIL
1: 1 FILL SLOPE - TYPE I
VIRGINIA DEPARTMENT OF TRANSPORTATION
WING
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
P
Q
R
S
T
U
V
W
X
Y
Z
AA
BB
CC
DD
EE
Wall Quantities
Concrete Reinforcement
CY LB
1.7
2.1
2.5
2.7
3.2
3.7
4.1
4.6
5.4
6.2
7.1
7.4
8.1
8.9
9.7
10.7
11.5
12.6
13.5
18.0
18.7
20.3
22.3
25.1
26.6
28.5
30.0
31.4
33.0
40.5
42.4
162
193
221
236
265
299
353
382
460
509
619
653
718
922
968
1117
1240
1379
1478
1815
2063
2318
2619
2822
3173
3423
3765
4553
4977
5679
6262
qr_min qr_min
ksf
High
End
1.10
1.28
1.50
1.68
1.88
2.08
2.13
2.40
2.52
2.65
2.78
2.92
3.18
3.19
3.44
3.57
3.71
3.84
4.10
4.28
4.42
4.55
4.60
4.74
4.95
5.10
5.32
5.47
5.70
6.11
6.15
ksf
Low
End
0.57
0.57
0.57
0.63
0.63
0.63
0.76
0.76
0.84
0.84
1.02
1.02
1.02
1.15
1.15
1.15
1.28
1.28
1.28
1.56
1.79
1.79
1.79
1.98
1.98
1.98
1.98
2.11
2.11
2.28
2.53
SPECIFICATION
REFERENCE

WF9-NN
eq. spa.=00
side
K1
N1
WF2-AA @ 12"
= BB top
and bot.
WH2 - Y spa.
@ 1’-3" = Z
1’-3"
WH1-W eq. spa. = X
both faces
3"
12"
L1
WF11-NN eq. spa.
= 00 each corner
of footing
SPECIFICATION
REFERENCE
3"
3"
3"
both faces
3"
3"
M
WF7-JJ spa. 9" WF5-EE spa. 12" WF3-CC spa.
3"
M
WV2 - Q spa. @ 1’-3" = R front face
3’-0"
9"
@ 9" = FF
top
12"
WV4 - U spa. @ 6" = V
back face
6’-0" typ.
FRONT ELEVATION
FOOTING PLAN
WV3 - S spa. @ 9" = T
back face
WF-series
WF6 - GG spa. @ 12" = HH bot.
@ 6" = KK
top
WF8-NN eq. spa.
= 00 side
WH3
@ 12" = DD
top
WF4-NN eq. spa.
= 00 side
WV1 - O spa. @ 12" = P
back face
K2
J
L2
9"
N2
WF10-NN eq. spa.
= 00 side
a
a
WF1 - LL spa.
@ 10" = MM
top and bot.
WF11
WING DETAIL
VIRGINIA DEPARTMENT OF TRANSPORTATION
TABLE A
Wall y
A-W 9"
X
Y-CC
DD-EE
Front face
WH2
2’-6"
WV2
See Note
y
3"
12"
12
1
Bar
Size
3
4
5
6
7
8
9
a
12"
3"
WH3
2" 2"
WH1
END VIEW
TABLE B
Pin
Dia.
2"
3"
3"
4"
5"
6"
9"
Z
4"
4" o/ weep hole formed
4"
5"
6"
7"
8"
10"
WV-series
3"
3"
WF6
WF1 TO WF3, WF5 TO WF7
1’-0"
1’-3"
1’-9"
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING AND DESIGN STATEMENT IS ON FILE IN THE CENTRAL OFFICE.
1: 1 FILL SLOPE - TYPE I
12"
y
Permeable drainage layer
Perforated 6" diameter
drainage pipe connected
to drainage outlet and
rodding eye.
J
z
a
WV1, WV3, WV4
Bar
Size
4
5
6
7
8
9
1’-6"
TABLE C
Splice Length
1’- 9"
2’- 4"
2’- 7"
3’- 3"
4’- 2"
5’- 4"
BCW-11
" : 12" batter for wings X - EE
with non-rigid tubing
when required.
WF-series
ROAD AND BRIDGE STANDARDS
REVISION DATE
07/12
SHEET 2 OF 8
1006.02

BCW-11
WING J K1 K2 L1
WALL DIMENSIONS
L2 M N1 N2
No.
WEEP
HOLES
WF1 WF2 WF3
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE
WING DETAILS
FOOTING BAR SPACINGS
WF4, WF8 to
WF10
WF5 WF6 WF7
LL MM AA BB CC DD NN OO EE FF GG HH JJ KK
A 1’-6" 4’-0" 1’-9" 1’-0" 1’-0" 5’-0" 4’-0" 3’-0" - 3 2’-6" - - 4 4’-0" 1 0’-8" - - 4 4’-0" - -
B 1’-6" 4’-6" 1’-9" 1’-0" 1’-0" 6’-0" 4’-0" 3’-0" - 3 2’-6" - - 5 5’-0" 1 0’-8" - - 5 5’-0" - -
C 1’-6" 5’-0" 1’-9" 1’-0" 1’-0" 7’-0" 4’-0" 3’-0" - 3 2’-6" - - 6 6’-0" 1 0’-8" - - 6 6’-0" - -
D 1’-6" 5’-6" 2’-3" 1’-0" 1’-0" 7’-0" 4’-3" 3’-0" - 3 2’-6" - - 6 6’-0" 1 0’-8" - - 6 6’-0" - -
E 1’-6" 6’-0" 2’-3" 1’-0" 1’-0" 8’-0" 4’-6" 3’-0" - 3 2’-6" - - 7 7’-0" 1 0’-8" - - 7 7’-0" - -
F 1’-6" 6’-6" 2’-3" 1’-0" 1’-0" 9’-0" 4’-9" 3’-0" - 3 2’-6" - - 8 8’-0" 1 0’-8" - - 8 8’-0" - -
G 1’-6" 7’-0" 2’-9" 1’-0" 1’-0" 9’-0" 5’-6" 3’-0" - 3 2’-6" 1 1’-0" 4 4’-0" 1 0’-8" 6 4’-6" 8 8’-0" - -
H 1’-6" 7’-6" 2’-9" 1’-0" 1’-0" 10’-0" 5’-6" 3’-0" - 3 2’-6" 1 1’-0" 5 5’-0" 1 0’-8" 6 4’-6" 9 9’-0" - -
I 1’-6" 8’-0" 3’-0" 1’-0" 1’-0" 11’-0" 6’-0" 3’-0" - 3 2’-6" 1 1’-0" 5 5’-0" 1 0’-8" 6 4’-6" 10 10’-0" - -
J 1’-6" 8’-6" 3’-0" 1’-0" 1’-0" 12’-0" 6’-6" 3’-0" - 3 2’-6" 2 2’-0" 6 6’-0" 1 0’-8" 6 4’-6" 11 11’-0" - -
K 1’-6" 9’-0" 3’-6" 1’-0" 1’-0" 13’-0" 7’-0" 3’-0" - 3 2’-6" 2 2’-0" 7 7’-0" 1 0’-8" 6 4’-6" 12 12’-0" - -
L 1’-6" 9’-6" 3’-6" 1’-0" 1’-0" 13’-0" 7’-6" 3’-0" - 3 2’-6" 3 3’-0" 7 7’-0" 1 0’-8" 6 4’-6" 12 12’-0" - -
M 1’-6" 10’-0" 3’-6" 1’-0" 1’-0" 14’-0" 7’-6" 3’-0" - 3 2’-6" 3 3’-0" 6 6’-0" 1 0’-8" 8 6’-0" 13 13’-0" - -
N 1’-6" 10’-6" 4’-0" 1’-0" 1’-0" 14’-0" 8’-6" 3’-6" - 3 2’-6" 4 4’-0" 4 4’-0" 1 0’-8" 5 3’-9" 13 13’-0" 8
O 1’-6" 11’-0" 4’-0" 1’-0" 1’-0" 15’-0" 8’-6" 3’-6" - 3 2’-6" 4 4’-0" 4 4’-0" 1 0’-8" 5 3’-9" 14 14’-0" 8
P 1’-6" 11’-6" 4’-0" 1’-0" 1’-0" 16’-0" 9’-0" 3’-6" - 3 2’-6" 4 4’-0" 5 5’-0" 1 0’-8" 7 5’-3" 15 15’-0" 10
Q 1’-6" 12’-0" 4’-6" 1’-0" 1’-0" 16’-0" 9’-6" 4’-0" - 4 3’-4" 4 4’-0" 5 5’-0" 1 0’-8" 7 5’-3" 15 15’-0" 10
R 1’-6" 12’-6" 4’-6" 1’-0" 1’-0" 17’-0" 10’-0" 4’-0" - 4 3’-4" 4 4’-0" 5 5’-0" 1 0’-8" 7 5’-3" 16 16’-0" 10 5’-0"
S 1’-6" 13’-0" 4’-6" 1’-0" 1’-0" 18’-0" 10’-0" 4’-0" - 4 3’-4" 4 4’-0" 5 5’-0" 1 0’-8" 7 5’-3" 17 17’-0" 10 5’-0"
T 2’-0" 13’-6" 4’-9" 1’-0" 1’-0" 19’-0" 11’-6" 4’-6" - 4 3’-4" 6 6’-0" 6 6’-0" 1 1’-2" 8 6’-0" 18 18’-0" 12 6’-0"
U 2’-0" 14’-0" 5’-3" 1’-0" 1’-0" 19’-0" 12’-0" 4’-6" - 4 3’-4" 6 6’-0" 6 6’-0" 1 1’-2" 8 6’-0" 18 18’-0" 12 6’-0"
V 2’-0" 14’-6" 5’-3" 1’-0" 1’-0" 20’-0" 12’-6" 4’-6" 1 4 3’-4" 7 7’-0" 6 6’-0" 1 1’-2" 8 6’-0" 19 19’-0" 12 6’-0"
W 2’-0" 15’-0" 5’-3" 1’-0" 1’-0" 21’-0" 13’-6" 4’-6" 1 4 3’-4" 8 8’-0" 6 6’-0" 1 1’-2" 8 6’-0" 20 20’-0" 12 6’-0"
X 2’-0" 15’-6" 5’-9" 1’-3" 1’-1" 21’-0" 15’-0" 5’-0" 1 5 4’-2" 8 8’-0" 6 6’-0" 1 1’-2" 8 6’-0" 20 20’-0" 12 6’-0"
Y 2’-0" 16’-0" 5’-9" 1’-4" 1’-1" 22’-0" 15’-0" 5’-0" 1 5 4’-2" 8 8’-0" 7 7’-0" 2 0’-7" 10 7’-6" 21 21’-0" 14 7’-0"
Z 2’-0" 16’-6" 5’-9" 1’-4" 1’-1" 23’-0" 15’-6" 5’-0" 1 5 4’-2" 9 9’-0" 7 7’-0" 2 0’-7" 10 7’-6" 22 22’-0" 14 7’-0"
AA 2’-0" 17’-0" 5’-9" 1’-4" 1’-1" 24’-0" 15’-6" 5’-0" 1 5 4’-2" 9 9’-0" 7 7’-0" 2 0’-7" 10 7’-6" 23 23’-0" 14 7’-0"
BB 2’-0" 17’-6" 6’-3" 1’-4" 1’-1" 24’-0" 16’-0" 5’-6" 1 6 5’-0" 9 9’-0" 7 7’-0" 2 0’-7" 10 7’-6" 23 23’-0" 14 7’-0"
CC 2’-0" 18’-0" 6’-3" 1’-4" 1’-1" 25’-0" 16’-0" 5’-6" 2 6 5’-0" 9 9’-0" 8 8’-0" 2 0’-7" 11 8’-3" 24 24’-0" 16 8’-0"
DD 2’-6" 18’-6" 6’-3" 1’-4" 1’-1" 26’-0" 16’-6" 6’-0" 2 6 5’-0" 9 9’-0" 8 8’-0" 2 0’-10" 11 8’-3" 25 25’-0" 16 8’-0"
EE 2’-6" 19’-0" 6’-9" 1’-4" 1’-1" 26’-0" 17’-6" 6’-0" 2 6 5’-0" 10 10’-0" 8 8’-0" 2 0’-10" 11 8’-3" 25 25’-0" 16 8’-0"
ROAD AND BRIDGE STANDARDS
SHEET 3 OF 8
1006.03
REVISION DATE
07/12
1: 1 FILL SLOPE -TYPE I
VIRGINIA DEPARTMENT OF TRANSPORTATION
4’-0"
4’-0"
5’-0"
5’-0"
SPECIFICATION
REFERENCE

SPECIFICATION
REFERENCE
WF1 WF2 WF3
*
WING SIZE a LENGTH SIZE
Ea
a LENGTH * a LENGTH
SIZE
FROM TO VARY BY FROM TO VARY BY Ea FROM TO VARY BY FROM TO VARY BY
A 4 4’-5" 5’-9" 2 4 0’-8" 5’-8" - 2’-0" 7’-0" - 2 4 3’-4" 2’-7" 0’-2" 4’-9" 3’-11" 0’-2"
B 4 5’-5" 6’-9" 2 4 0’-11" 6’-11" - 2’-3" 8’-3" - 2 4 3’-5" 2’-7" 0’-2" 4’-9" 3’-11"
C 4 6’-5" 7’-9" 2 4 1’-2" 8’-2"
D 4 6’-5" 7’-9" 2 4 2’-2" 7’-9"
E 4 7’-5" 8’-9" 2 4 3’-5" 3’-5"
F 4 8’-5" 9’-9" 2 4 4’-6" 4’-6"
3’-7"
4’-9"
5’-11"
9’-6" - 2 4
9’-2" - 2 4
4’-9" - 2 4
5’-11" - 2 4
G 4 8’-5" 9’-9" 2 4 5’-8" 2’-1" 3’-7" 7’-1" 3’-5" 3’-7" 2 4
H 4 9’-5" 10’-9" 2 4 6’-5" 2’-5"
3’-9" 4’-0" 2 4
I 4 10’-5" 11’-9" 2 4 7’-8" 4’-0" 3’-8" 9’-0" 5’-4" 3’-8" 2 4
J 4 11’-5" 12’-9" 2 4 8’-10" 1’-11"
K 4 12’-5" 13’-9" 2 4 9’-11" 3’-5"
L 4 12’-5" 13’-9" 2 4 10’-3" 1’-7"
M 4 13’-5" 14’-9" 2 4 11’-1" 1’-9"
N 4 13’-5" 14’-9" 2 4 12’-8" 1’-6"
O 4 14’-5" 15’-9" 2 4 13’-8" 1’-8"
P 4 15’-5" 16’-9" 2 4 14’-8" 3’-0"
Q 4 15’-5" 16’-9" 2 4 13’-8" 2’-1"
R 4 16’-5" 17’-9" 2 4 14’-9" 3’-5"
S 4 17’-5" 18’-9" 2 4 15’-8" 3’-8"
T 4 18’-5" 20’-9" 2 4 18’-2" 1’-10"
11’-4"
11’-7"
12’-5"
14’-1"
15’-0"
16’-0"
15’-1"
16’-1"
17’-0"
20’-6"
3’-4" 3’-5" 2 4
4’-10" 3’-3" 2 4
2’-11" 2’-10" 2 4
3’-1" 3’-1" 2 4
2’-10" 2’-9" 2 4
3’-0" 3’-0" 2 4
4’-4" 2’-10" 2 4
3’-4" 2’-10" 2 4
4’-9" 2’-10" 2 4
5’-0" 3’-0" 2 4
4’-3" 2’-8" 2 4
U 4 18’-5" 20’-9" 2 4 18’-2" 3’-0" 2’-6" 20’-6" 5’-3" 2’-6" 2 4
V 4 19’-5" 21’-9" 2 4 19’-2" 1’-8" 2’-6" 21’-7" 4’-1" 2’-6" 2 4
W 4 20’-5" 22’-9" 2 4 20’-2" 1’-6" 2’-4" 22’-7" 3’-11" 2’-4" 2 4
X 4 20’-5" 22’-9" 2 5 19’-6" 2’-8"
Y 4 21’-5" 23’-9" 2 5 20’-6" 2’-10"
Z 4 22’-5" 24’-9" 2 5 21’-6" 1’-9"
AA 4 23’-5" 25’-9" 2 5 22’-5" 1’-10"
22’-9"
23’-9"
24’-9"
5’-0" 2’-1" 2 5
5’-2" 2’-2" 2 5
4’-1" 2’-2" 2 5
BB 4 23’-5" 25’-9" 2 5 21’-8" 1’-1" 2’-3" 24’-0" 3’-5" 2’-3" 2 6
CC 4 24’-5" 26’-9" 2 5 22’-7" 1’-2"
DD 5 25’-5" 28’-8" 2 5 24’-9" 2’-6"
-
-
-
-
4’-0"
3’-5"
3’-3"
2’-10"
3’-1"
2’-9"
3’-0"
2’-10"
2’-10"
2’-10"
3’-0"
2’-8"
2’-1"
2’-2"
2’-2"
2’-3"
2’-4"
2’-5"
28’-1"
4’-2" 2’-3" 2 5
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE
WING DETAILS
1: 1 FILL SLOPE -TYPE I
VIRGINIA DEPARTMENT OF TRANSPORTATION
3’-7"
3’-10"
4’-1"
3’-4"
3’-10"
4’-3"
4’-8"
4’-11"
4’-7"
4’-5"
4’-8"
4’-3"
4’-8"
5’-1"
5’-4"
5’-9"
5’-11"
6’-4"
6’-11"
7’-9"
6’-11"
7’-5"
7’-8"
8’-2"
2’-6" 0’-1" 4’-9" 3’-11"
2’-7" 0’-2" 5’-0" 3’-11"
2’-7" 0’-2" 5’-3" 3’-11"
2’-7"
2’-3"
2’-3"
2’-6"
2’-6"
2’-6"
2’-6"
2’-8"
3’-0"
3’-4"
2’-6"
3’-0"
3’-4"
3’-8"
3’-7"
3’-6"
3’-11"
4’-4"
4’-11"
4’-8"
4’-10"
5’-3"
5’-7"
6’-0"
6’-4"
6’-0"
5’-10"
6’-1"
5’-7"
6’-1"
6’-6"
6’-9"
8’-2"
8’-3"
8’-8"
9’-4"
10’-1"
3’-11"
3’-7"
3’-7"
3’-10"
3’-10"
3’-10"
3’-11"
4’-0"
4’-5"
4’-9"
3’-10"
4’-3"
4’-8"
5’-1"
5’-11"
5’-11"
6’-4"
6’-9"
7’-3"
3’-9" 0’-5" 9’-3" 6’-1"
4’-2"
4’-8"
5’-2"
10’-0"
10’-6"
6’-6"
7’-0"
3’-6" 2’-4" 2 6 7’-9" 4’-5" 0’-5" 10’-0" 6’-8"
5’-10" 2’-5" 2 6 8’-7" 5’-4"
EE 5 25’-5" 28’-8" 2 5 24’-10" 2’-2" 2’-3" 28’-2" 5’-6" 2’-3" 2 6 8’-10" 5’-4"
2’-6"
7’-9"
10’-2"
21’-10"
24’-11"
3’-5"
3’-6"
0’-2"
0’-3"
0’-3"
0’-3"
0’-3"
0’-3"
0’-4"
0’-3"
0’-4"
0’-4"
0’-4"
0’-4"
0’-4"
0’-4"
0’-4"
0’-4"
0’-4"
0’-5"
0’-5"
0’-5"
0’-5"
0’-5"
0’-4"
0’-5"
5’-6"
9’-8"
11’-10"
12’-1"
7’-5"
8’-7"
8’-7"
07/12
0’-2"
0’-1"
0’-2"
0’-2"
0’-2"
0’-3"
0’-3"
0’-3"
0’-3"
0’-3"
0’-4"
0’-3"
0’-4"
0’-4"
0’-4"
0’-4"
0’-4"
0’-4"
0’-4"
0’-4"
0’-4"
0’-5"
0’-5"
0’-5"
0’-5"
0’-5"
0’-5"
0’-5"
0’-4"
0’-5"
BCW-11
ROAD AND BRIDGE STANDARDS
REVISION DATE
SHEET 4 OF 8
1006.04

BCW-11
WF4 WF5 WF6
WING SIZE LENGTH SIZE
07/12
a LENGTH
a LENGTH
SIZE
FROM TO VARY BY FROM TO VARY BY FROM TO VARY BY FROM TO VARY BY
A 4 4’-3" - - - - - - - 4 3’-4" 2’-6" 0’-2" 4’-8" 3’-11"
B 4 5’-3" - - - - - - - 4 3’-4" 2’-6" 0’-2" 4’-9" 3’-11"
C 4 6’-2" - - - - - - - 4 3’-4" 2’-6" 0’-1" 4’-9" 3’-10"
D 4 6’-3" - - - - - - - 4 3’-7" 2’-6" 0’-2" 4’-11" 3’-11"
E 4 7’-3" - - - - - - - 4 3’-10" 2’-6" 0’-2" 5’-2" 3’-11"
F 4 8’-3" - - - - - - - 4 4’-1" 2’-6" 0’-2" 5’-5" 3’-11"
G 4 8’-6" 4 4’-10" 3’-7" 0’-2" 6’-3" 5’-0" 0’-2" 4 4’-10" 2’-7" 0’-3" 6’-2" 4’-0"
H 4 9’-4" 4 4’-10" 3’-9" 0’-2" 6’-3" 5’-1" 0’-2" 4 4’-10" 2’-7"
I 4 10’-7" 4 5’-4" 4’-1" 0’-2" 6’-9" 5’-6" 0’-2" 4 5’-4" 2’-7"
J 4 11’-8" 4 5’-10" 4’-6" 0’-2" 7’-3" 5’-11" 0’-2" 4 5’-10" 2’-7"
K 4 12’-9" 5 6’-4" 4’-11" 0’-2" 7’-8" 6’-3" 0’-2" 4 6’-4" 2’-7"
L 4 12’-11" 5 6’-10" 5’-3" 0’-3" 8’-2" 6’-7" 0’-3" 4 6’-9" 2’-8"
M 4 13’-10" 5 6’-10" 4’-11" 0’-2" 8’-2" 6’-3" 0’-2" 4 6’-10" 2’-7"
N 4 14’-0" 5 6’-2" 4’-10" 0’-3" 7’-5" 6’-1" 0’-3" 4 7’-9" 3’-2"
O 4 15’-0" 5 6’-3" 5’-0" 0’-3" 7’-7" 6’-4" 0’-3" 4 7’-10" 3’-1"
P 4 16’-1" 5 6’-4" 4’-7" 0’-3" 7’-8" 5’-10" 0’-3" 4 8’-3" 3’-2"
Q 4 16’-1" 5 6’-10" 5’-1" 0’-3" 8’-2" 6’-4" 0’-3" 4 8’-9" 3’-8"
R 4 17’-2" 5 7’-4" 5’-5" 0’-3" 8’-7" 6’-9" 0’-3" 4 9’-3" 3’-8"
S 4 18’-2" 5 7’-5" 5’-8" 0’-3" 8’-9" 7’-0" 0’-3" 4 9’-4" 3’-7"
T 4 19’-5" 5 8’-4" 6’-1" 0’-3" 10’-8" 8’-5" 0’-3" 4 10’-9" 4’-2"
U 4 19’-7" 5 8’-8" 6’-3" 0’-3" 11’-0" 8’-7" 0’-3" 4 11’-3" 4’-2"
V 4 20’-8" 6 9’-1" 6’-9" 0’-3" 11’-5" 9’-0" 0’-3" 4
W 4 22’-0" 6 9’-11" 7’-4" 0’-3" 12’-2" 9’-7" 0’-3" 4 12’-9"
X 4 22’-5" 6 11’-1" 8’-3" 0’-4" 13’-4" 10’-6" 0’-4" 5 14’-3"
Y 4 23’-4" 6 10’-9" 7’-4" 0’-4" 13’-1" 9’-8" 0’-4" 5 14’-3"
Z 4 24’-5" 7 11’-3" 7’-10" 0’-4" 13’-6" 10’-1" 0’-4" 5
AA 4 25’-4" 7 11’-5" 8’-2" 0’-3" 13’-8" 10’-4" 0’-3" 5 14’-9"
BB 4 25’-4" 7 11’-11" 8’-8" 0’-3" 14’-2" 10’-10" 0’-3" 5 15’-3"
CC 4 26’-3" 7 11’-8" 8’-2" 0’-3" 13’-10" 10’-5" 0’-3" 5
DD 5 27’-2" 7 12’-3" 8’-11" 0’-3" 15’-6" 12’-2" 0’-3" 5 15’-9" 5’-8"
EE 5 27’-7" 7 12’-11" 9’-3" 0’-3" 16’-2" 12’-6" 0’-3" 5 16’-9" 5’-8"
ROAD AND BRIDGE STANDARDS
SHEET 5 OF 8
1006.05
REVISION DATE
11’-9"
14’-9"
15’-3"
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE
WING DETAILS
4’-2"
1: 1 FILL SLOPE - TYPE I
VIRGINIA DEPARTMENT OF TRANSPORTATION
0’-3"
0’-3"
0’-3"
0’-3"
0’-4"
0’-3"
0’-4"
0’-4"
0’-4"
0’-4"
0’-4"
0’-4"
0’-4"
0’-4"
0’-4"
6’-2"
6’-8"
7’-2"
7’-8"
8’-2"
8’-2"
9’-2"
9’-2"
9’-8"
10’-2"
10’-8"
10’-8"
13’-2"
13’-8"
14’-2"
4’-2" 0’-5" 15’-2"
4’-9" 0’-5" 16’-7"
4’-9" 0’-5" 16’-7"
4’-9" 0’-5" 17’-1"
4’-9" 0’-5" 17’-1"
5’-2" 0’-5" 17’-7"
5’-2" 0’-5" 17’-7"
0’-4"
0’-5"
19’-1"
20’-1"
3’-11"
3’-11"
4’-0"
4’-0"
4’-0"
4’-0"
4’-6"
4’-6"
4’-6"
5’-0"
5’-0"
5’-0"
6’-6"
6’-7"
6’-7"
6’-7"
7’-1"
7’-0"
7’-0"
7’-0"
7’-6"
7’-6"
9’-0"
9’-0"
0’-2"
0’-2"
0’-1"
0’-2"
0’-2"
0’-2"
0’-3"
0’-3"
0’-3"
0’-3"
0’-3"
0’-4"
0’-3"
0’-4"
0’-4"
0’-4"
0’-4"
0’-4"
0’-4"
0’-4"
0’-4"
0’-4"
0’-5"
0’-5"
0’-5"
0’-5"
0’-5"
0’-5"
0’-5"
0’-4"
0’-5"
SPECIFICATION
REFERENCE

WING SIZE
SPECIFICATION
REFERENCE
WF7 WF8 WF9 WF10 WF11
a LENGTH
FROM TO VARY BY FROM TO VARY BY
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE
WING DETAILS
VIRGINIA DEPARTMENT OF TRANSPORTATION
07/12
BCW-11
SIZE LENGTH SIZE LENGTH SIZE LENGTH SIZE a LENGTH * Ea
A - - - - - - - 4 4’-2" 4 3’-2" 4 2’-2" 4 2’-2" 4’-2" 4
B - - - - - - - 4 5’-2" 4 3’-2" 4 2’-2" 4 2’-2" 4’-2" 4
C - - - - - - - 4 6’-2" 4 3’-2" 4 2’-2" 4 2’-2" 4’-2" 4
D - - - - - - - 4 6’-2" 4 3’-5" 4 2’-2" 4 2’-2" 4’-2" 4
E - - - - - - - 4 7’-2" 4 3’-8" 4 2’-2" 4 2’-2" 4’-2" 4
F - - - - - - - 4 8’-2" 4 3’-11" 4 2’-2" 4 2’-2" 4’-2" 4
G - - - - - - - 4 8’-2" 4 4’-8" 4 2’-2" 4 2’-2" 4’-2" 4
H - - - - - - - 4 9’-2" 4 4’-8" 4 2’-2" 4 2’-2" 4’-2" 4
I - - - - - - - 4 10’-2" 4 5’-2" 4 2’-2" 4 2’-2" 4’-2" 4
J - - - - - - - 4 11’-2" 4 5’-8" 4 2’-2" 4 2’-2" 4’-2" 4
K - - - - - - - 4 12’-2" 4 6’-2" 4 2’-2" 4 2’-2" 4’-2" 4
L - - - - - - - 4 12’-2" 4 6’-8" 4 2’-2" 4 2’-2" 4’-2" 4
M - - - - - - - 4 13’-2" 4 6’-8" 4 2’-2" 4 2’-2" 4’-2" 4
N 5 7’-10" 6’-5" 0’-2" 9’-2" 7’-9" 0’-2" 4 13’-2" 4 7’-8" 4 2’-8" 4 2’-2" 4’-2" 4
O 5 7’-10" 6’-6" 0’-2" 9’-2" 7’-10" 0’-2" 4 14’-2" 4 7’-8" 4 2’-8" 4 2’-2" 4’-2" 4
P 5 8’-4" 6’-7" 0’-2" 9’-8" 7’-11" 0’-2" 4 15’-2" 4 8’-2" 4 2’-8" 4 2’-2" 4’-2" 4
Q 6 8’-10" 7’-1" 0’-2" 10’-2" 8’-5" 0’-2" 4 15’-2" 4 8’-8" 4 3’-2" 4 2’-2" 4’-2" 4
R 6 9’-4" 7’-7" 0’-2" 10’-7" 8’-10" 0’-2" 4 16’-2" 4 9’-2" 4 3’-2" 4 2’-2" 4’-2" 4
S 6 9’-4" 7’-8" 0’-2" 10’-7" 8’-11" 0’-2" 4 17’-2" 4 9’-2" 4 3’-2" 4 2’-2" 4’-2" 4
T 6 10’-10" 8’-7" 0’-2" 13’-1" 10’-11" 0’-2" 4 18’-2" 4 10’-8" 4 3’-8" 4 2’-2" 4’-2" 4
U 6 11’-4" 8’-11" 0’-2" 13’-7" 11’-3" 0’-2" 4 18’-2" 4 11’-2" 4 3’-8" 4 2’-2" 4’-2" 4
V 7 11’-10" 9’-5" 0’-2" 14’-0" 11’-8" 0’-2" 4 19’-2" 4 11’-8" 4 3’-8" 4 2’-2" 4’-2" 4
W 7 12’-10" 10’-3" 0’-2" 15’-0" 12’-5" 0’-2" 4 20’-2" 4 12’-8" 4 3’-8" 4 2’-2" 4’-2" 4
X 7 14’-4" 11’-5" 0’-2" 16’-6" 13’-8" 0’-2" 4 20’-2" 4 14’-2" 4 4’-2" 4 2’-2" 4’-2" 4
Y 7 14’-4" 11’-1" 0’-2" 16’-6" 13’-4" 0’-2" 4 21’-2" 4 14’-2" 4 4’-2" 4 2’-2" 4’-2" 4
Z 7 14’-10" 11’-7" 0’-2" 17’-0" 13’-10" 0’-2" 4 22’-2" 4 14’-8" 4 4’-2" 4 2’-2" 4’-2" 4
AA 7 14’-10" 11’-9" 0’-2" 17’-0" 14’-0" 0’-2" 4 23’-2" 4 14’-8" 4 4’-2" 4 2’-2" 4’-2" 4
BB 8 15’-4" 12’-3" 0’-2" 17’-6" 14’-5" 0’-2" 4 23’-2" 4 15’-2" 4 4’-8" 4 2’-2" 4’-2" 4
CC 8 15’-4" 11’-11" 0’-2" 17’-6" 14’-1" 0’-2" 4 24’-2" 4 15’-2" 4 4’-8" 4 2’-2" 4’-2" 4
DD 8 15’-10" 12’-7" 0’-2" 19’-0" 15’-9" 0’-2" 5 25’-2" 5 15’-8" 5 5’-2"
5 2’-9" 5’-4" 4
EE 8 16’-10" 13’-3" 0’-2" 20’-0" 16’-5" 0’-2" 5 25’-2" 5 16’-8" 5 5’-2" 5 2’-9" 5’-4" 4
1: 1 FILL SLOPE - TYPE I
ROAD AND BRIDGE STANDARDS
REVISION DATE
SHEET 6 OF 8
1006.06

WING
BCW-11
07/12
STEM BAR SPACINGS WV1 WV2
WV1 WV2 WV3 WV4 WH1 WH2
a LENGTH
LENGTH
SIZE
SIZE
O P Q R S T U V W X Y Z FROM TO VARY BY FROM TO VARY BY FROM TO VARY BY
A 4 4’-0" 3 3’-9" - - - - 1 1’-3" 1 1’-3" 4 4’-11" 3’-1" 0’-5" 6’-10" 5’-0" 0’-5" 4 4’-11" 3’-2"
B 5 5’-0" 4 5’-0" - - - - 1 0’-6" 1 1’-3" 4 5’-5" 3’-1" 0’-5" 7’-4" 5’-0" 0’-5" 4 5’-5" 3’-1"
C 6 6’-0" 5 6’-3" - - - - 1 1’-0" 1 1’-3" 4 5’-11" 3’-1" 0’-5" 7’-10" 5’-0" 0’-5" 4 5’-11" 3’-0"
D 6 6’-0" 5 6’-3" - - - - 2 1’-6" 1 1’-3" 4 6’-5" 3’-7" 0’-5" 8’-4" 5’-6" 0’-5" 4 6’-5" 3’-6"
E 7 7’-0" 6 7’-6" - - - - 1 0’-9" 2 2’-6" 4 6’-11" 3’-7" 0’-5" 8’-10" 5’-6" 0’-5" 4 6’-11" 3’-4"
F 8 8’-0" 6 7’-6" - - - - 1 1’-3" 2 2’-6" 4 7’-5" 3’-7" 0’-5" 9’-4" 5’-6" 0’-5" 4 7’-5" 3’-10"
G 4 4’-0" 6 7’-6" 6 4’-6" - - 2 1’-9" 2 2’-6" 4 5’-4" 3’-5" 0’-5" 7’-2" 5’-3" 0’-5" 4 7’-11" 4’-4"
H 5 5’-0" 7 8’-9" 6 4’-6" - - 2 2’-3" 2 2’-6" 4 5’-9" 3’-5" 0’-5" 7’-8" 5’-3" 0’-5" 4 8’-5" 4’-3"
I 5 5’-0" 8 10’-0" 6 4’-6" - - 2 1’-6" 3 3’-9" 4 6’-5" 4’-1" 0’-5" 8’-4" 6’-0" 0’-5" 4 8’-11" 4’-4"
J 6 6’-0" 9 11’-3" 6 4’-6" - - 2 2’-0" 3 3’-9" 4 6’-11" 4’-1" 0’-5" 8’-9" 6’-0" 0’-5" 4 9’-5" 4’-3"
K 7 7’-0" 10 12’-6" 6 4’-6" - - 2 2’-6" 3 3’-9" 4 7’-7" 4’-7" 0’-5" 9’-6" 6’-6" 0’-5" 4 9’-11" 4’-7"
L 7 7’-0" 10 12’-6" 6 4’-6" - - 3 3’-0" 3 3’-9" 4 7’-10" 4’-7" 0’-5" 9’-9" 6’-6" 0’-5" 4 10’-5" 4’-7"
M 6 6’-0" 10 12’-6" 8 6’-0" - - 2 2’-3" 4 5’-0" 4 7’-8" 4’-10" 0’-5" 9’-7" 6’-9" 0’-5" 4 10’-11" 5’-1"
N 4 4’-0" 10 12’-6" 5 3’-9" 8 4’-0" 3 2’-9" 4 5’-0" 5 7’-0" 5’-1" 0’-5" 8’-11" 7’-1" 0’-5" 4 11’-5" 5’-7"
O 4 4’-0" 11 13’-9" 5 3’-9" 8 4’-0" 3 3’-3" 4 5’-0" 5 7’-6" 5’-7" 0’-5" 9’-5" 7’-6" 0’-5" 4 11’-11" 5’-6"
P 5 5’-0" 12 15’-0" 7 5’-3" 10 5’-0" 2 2’-6" 5 6’-3" 5 6’-9" 4’-5" 0’-5" 8’-8" 6’-4" 0’-5" 4 12’-5" 5’-4"
Q 5 5’-0" 12 15’-0" 7 5’-3" 10 5’-0" 3 3’-0" 5 6’-3" 5 7’-3" 4’-11" 0’-5" 9’-2" 6’-10" 0’-5" 4 12’-11" 5’-10"
R 5 5’-0" 13 16’-3" 7 5’-3" 10
S 5 5’-0" 14 17’-6" 7 5’-3" 10
T 6 6’-0" 14 17’-6" 8 6’-0" 12
U 6 6’-0" 14 17’-6" 8 6’-0" 12
V 6 6’-0" 15 18’-9" 8 6’-0" 12
W 6 6’-0" 16 20’-0" 8 6’-0" 12
X 6 6’-0" 16 20’-0" 8 6’-0" 12
Y 7 7’-0" 17 21’-3" 10 7’-6" 14
Z 7 7’-0" 18 22’-6" 10 7’-6" 14
AA 7 7’-0" 18 22’-6" 10 7’-6" 14
BB 7 7’-0" 18 22’-6" 10 7’-6" 21
CC 8 8’-0" 19 23’-9" 11 8’-3" 24
DD 8 8’-0" 20 25’-0" 11 8’-3" 24
EE 8 8’-0" 20 25’-0" 11 8’-3" 24
ROAD AND BRIDGE STANDARDS
SHEET 7 OF 8
1006.07
REVISION DATE
5’-0"
5’-0"
6’-0"
6’-0"
6’-0"
6’-0"
6’-0"
7’-0"
7’-0"
7’-0"
10’-6"
12’-0"
12’-0"
12’-0"
3 3’-6" 5 6’-3" 4 7’-9" 5’-5" 0’-5" 9’-8" 7’-3" 0’-5" 4 13’-5" 5’-9"
4 4’-0" 5 6’-3" 5 8’-3" 5’-10" 0’-5" 10’-2" 7’-10" 0’-5" 4 13’-11" 5’-7"
3 3’-3" 6 7’-6" 5 8’-7" 5’-9" 0’-5" 10’-6" 7’-9" 0’-5" 4 14’-11"
6’-10"
3 3’-9" 6 7’-6" 5 9’-1" 6’-3" 0’-5" 11’-0" 8’-3" 0’-5" 4 15’-5" 7’-4"
4 4’-3" 6 7’-6" 5 9’-6" 6’-9" 0’-5" 11’-6" 8’-8" 0’-5" 4 15’-11" 7’-3"
4 4’-9" 6 7’-6" 5 10’-0" 7’-3" 0’-5" 11’-11" 9’-2" 0’-5" 4 16’-5" 7’-1"
5 5’-3" 6 7’-6" 5 10’-6" 7’-9" 0’-5" 12’-5" 9’-8" 0’-5" 4 16’-11" 7’-7"
4 4’-6" 7 8’-9" 5 9’-10" 6’-7" 0’-5" 11’-9" 8’-6" 0’-5" 4 17’-5" 7’-6"
4 5’-0" 7 8’-9" 6 10’-4" 7’-0" 0’-5" 12’-4" 9’-1" 0’-5" 4 17’-11" 7’-4"
4 4’-3" 8 10’-0" 6 10’-9" 7’-6" 0’-5" 12’-10" 9’-6" 0’-5" 4 18’-5" 7’-10"
4 4’-9" 8 10’-0" 7 9’-8" 6’-4" 0’-5" 11’-9" 8’-5" 0’-5" 4 18’-11" 8’-4"
5 5’-3" 8 10’-0" 7 9’-1" 5’-3" 0’-5" 11’-2" 7’-5" 0’-5" 4 19’-5" 8’-3"
5 5’-9" 8 10’-0" 7 10’-0" 6’-3" 0’-5" 12’-2" 8’-4" 0’-5" 4 20’-5" 8’-7"
5 6’-3" 8 10’-0" 7 10’-6" 6’-9" 0’-5" 12’-8" 8’-10" 0’-5" 4 20’-11" 9’-1" 0’-7"
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE
WING DETAILS
1: 1 FILL SLOPE - TYPE I
VIRGINIA DEPARTMENT OF TRANSPORTATION
0’-6"
0’-6"
0’-7"
0’-7"
0’-7"
0’-7"
0’-7"
0’-7"
0’-6"
0’-6"
0’-6"
0’-6"
0’-7"
0’-7"
0’-7"
0’-7"
0’-7"
0’-7"
0’-7"
0’-6"
0’-6"
0’-6"
0’-6"
0’-6"
0’-7"
0’-7"
0’-7"
0’-7"
0’-7"
0’-7"
SPECIFICATION
REFERENCE

WING SIZE
SPECIFICATION
REFERENCE
WV3 WV4 WH1 WH2 WH3
a LENGTH
a LENGTH
LENGTH
FROM TO VARY BY FROM TO VARY BY
SIZE
FROM TO VARY BY FROM TO
SIZE LENGTH * Ea
VARY BY
SIZE
FROM TO VARY BY * EA
SIZE LENGTH
A - - - - - - - - - - - - -
B - - - - - - - - - - - - -
C - - - - - - - - - - - - -
D - - - - - - - - - - - - -
E - - - - - - - - - - - - -
F - - - - - - - - - - - - -
G 4 7’-11" 5’-9" 0’-4" 9’-10" 7’-8" 0’-4" - - - - - -
H 4 8’-5" 6’-3" 0’-4" 10’-4" 8’-2" 0’-4" - - - - - -
I 5 8’-11" 6’-10" 0’-4" 10’-10" 8’-10" 0’-4" - - - - - -
J 5 9’-5" 7’-4" 0’-4" 11’-4" 9’-3" 0’-4" - - - - - -
K 6 9’-11" 8’-0" 0’-3" 11’-11" 10’-0" 0’-3" - - - - - -
L 6 10’-5" 8’-4" 0’-4" 12’-5" 10’-4" 0’-4" - - - - - -
M 6 10’-11" 8’-1" 0’-4" 12’-11" 10’-2" 0’-4" - - - - - -
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE
WING DETAILS
VIRGINIA DEPARTMENT OF TRANSPORTATION
-
-
-
-
-
-
-
-
-
-
-
-
-
07/12
BCW-11
4 4’-6" 2 4 2’-1" - - 2 4 5’-0"
4 5’-6" 2 4 4’-8" 2’-0" 2’-7" 2 4 6’-1"
4 6’-6" 2 4 4’-7" 2’-0" 2’-6" 2 4 7’-3"
4 6’-6" 2 4 4’-7" 2’-0" 2’-6" 2 4 7’-3"
4 7’-6" 2 4 7’-2" 2’-0" 2’-7" 2 4 8’-4"
4 8’-6" 2 4 7’-2" 2’-0" 2’-7" 2 4 12’-5"
4 8’-6" 2 4 7’-2" 2’-0" 2’-7" 2 4 13’-5"
4 9’-6" 2 4 7’-2" 2’-0" 2’-7" 2 4 10’-7"
4 10’-6" 2 4 10’-2" 2’-1" 2’-8"" 2 4 11’-7"
4 11’-6" 2 4 10’-1" 2’-1" 2’-8" 2 4 12’-8"
4 12’-6" 2 4 11’-0" 2’-3" 2’-10" 2 4 13’-7"
4 12’-6" 2 4 10’-0" 2’-0" 2’-7" 2 4
4 13’-6" 2 4 12’-8" 2’-0" 2’-7" 2 4
N 6 9’-3" 7’-5" 0’-4" 11’-3" 9’-6" 0’-4" 6 11’-5" 9’-7" 0’-2" 13’-5" 11’-7" 0’-2" 4 13’-6" 2 4 12’-8" 2’-0" 2’-7" 2 4
O 6 9’-8" 7’-11" 0’-4" 11’-9" 10’-0" 0’-4" 6 11’-11" 10’-0" 0’-2" 13’-11" 12’-1" 0’-2" 4 14’-6" 2 4 12’-7" 2’-0" 2’-7" 2 4 16’-1"
P 6 9’-9" 7’-3" 0’-4" 11’-9" 9’-3" 0’-4" 6 12’-5" 10’-1" 0’-2" 14’-5" 12’-1" 0’-2" 4 15’-6" 2 4 15’-2" 2’-0" 2’-7" 2 4
Q 6 10’-3" 7’-9" 0’-4" 12’-3" 9’-9" 0’-4" 6 12’-11" 10’-7" 0’-2" 14’-11" 12’-7" 0’-2" 4 15’-6" 2 4 15’-2" 2’-0" 2’-7"
2 4 17’-2"
R 6 10’-8" 8’-3" 0’-4" 12’-9" 10’-3" 0’-4" 7 13’-5" 11’-1" 0’-2" 15’-6" 13’-2" 0’-2" 4 16’-6" 2 4 15’-1" 2’-0" 2’-7" 2 4 18’-3"
S 6 11’-2" 8’-8" 0’-4" 13’-3" 10’-9" 0’-4" 7 13’-11" 11’-7" 0’-2" 16’-0" 13’-8" 0’-2" 4 17’-6" 2 4 15’-1" 2’-0" 2’-7" 2 4 19’-5"
T 6 11’-10" 9’-0" 0’-4" 13’-10" 11’-1" 0’-4" 7 14’-11" 12’-2" 0’-2" 17’-0" 14’-3" 0’-2" 4 18’-6" 2 4 18’-2" 2’-1" 2’-8" 2 4 20’-5"
U 7 12’-4" 9’-6" 0’-4" 14’-5" 11’-8" 0’-4" 8 15’-5" 12’-8" 0’-2" 17’-7" 14’-10" 0’-2" 4 18’-6" 2 4 18’-2" 2’-1" 2’-8" 2 4 20’-5"
V 7 12’-9" 10’-0" 0’-4" 14’-11" 12’-1" 0’-4" 8 15’-11" 13’-2" 0’-2" 18’-1" 15’-4" 0’-2" 4 19’-6" 2 4 18’-1" 2’-0" 2’-8" 2 4 21’-6"
W 7 13’-3" 10’-6" 0’-4" 15’-5" 12’-7" 0’-4" 9 16’-5" 13’-7" 0’-2" 18’-10" 16’-1" 0’-2" 4 20’-6" 2 4 18’-0" 2’-0" 2’-7" 2 4 22’-8"
X 7 13’-9" 11’-0" 0’-4" 15’-11" 13’-1" 0’-4" 8 16’-11" 14’-1" 0’-2" 19’-1" 16’-4" 0’-2" 4 20’-6" 2 4 18’-0" 2’-0" 2’-7" 2 4 22’-8"
Y 7 13’-10" 10’-3" 0’-4" 15’-11" 12’-5" 0’-4" 8 17’-5" 14’-2" 0’-2" 19’-7" 16’-4" 0’-2" 4 21’-6" 2 4 20’-8" 2’-0" 2’-7" 2 4 23’-9"
Z 7 14’-3" 10’-9" 0’-4" 16’-5" 12’-11" 0’-4" 8 17’-11" 14’-8" 0’-2" 20’-1" 16’-10" 0’-2" 4 22’-6" 2 4 20’-7" 2’-1" 2’-7" 2 4
AA 7 14’-9" 11’-3" 0’-4" 16’-11" 13’-4" 0’-4" 9 18’-5" 15’-2" 0’-2" 20’-10" 17’-7" 0’-2" 4 23’-6" 2 4 23’-2" 2’-1" 2’-7" 2 4 26’-0"
BB 8 13’-8" 10’-1" 0’-4" 15’-10" 12’-4" 0’-4" 9 18’-11" 14’-0" 0’-2" 21’-4" 16’-5" 0’-2" 4 23’-6" 2 4 23’-2" 2’-1" 2’-7" 2 4 26’-0"
CC 8 13’-5" 9’-6" 0’-4" 15’-7" 11’-9" 0’-4" 9 19’-5" 13’-9" 0’-2" 21’-10" 16’-3" 0’-2" 4 24’-6" 2 4 23’-1" 2’-0" 2’-7" 2 4
DD 8 14’-5" 10’-6" 0’-4" 16’-7" 12’-8" 0’-4" 9 20’-5" 14’-9" 0’-2" 22’-10" 17’-2" 0’-2" 4 25’-6" 2 4 23’-1" 2’-0" 2’-7" 2 4
EE 8 14’-11" 11’-0" 0’-4" 17’-1" 13’-2" 0’-4" 10 20’-11" 15’-3" 0’-2" 23’-4" 17’-8" 0’-2" 4 25’-6" 2 4 23’-1" 2’-0" 2’-7" 2 4
1: 1 FILL SLOPE - TYPE I
ROAD AND BRIDGE STANDARDS
REVISION DATE
13’-10"
14’-11"
14’-11"
17’-2"
24’-11"
27’-1"
28’-3"
28’-3"
SHEET 8 OF 8
1006.08

BCW-12
GENERAL NOTES
Specifications:
Limits of validity for Standard Wingwall design
The standard wingwall designs are based on the following assumptions:
Backfill
AASHTO LRFD Bridge Design Specifications 5th Edition 2010; 2011 Interim Revisions; and
VDOT Modifications
there is no structural connection between the wall and the box culvert
traffic surcharge loading is neglected.
Backfill shall comprise granular material with an internal friction angle F’ of at least 34 .
Cohesive backfill shall not be permitted. Compaction of the backfill material within a distance of
one-half the height of the wall shall be by hand compactors only.
Drainage
The Contractor shall provide the drainage system indicated on Sheet 1.
The cost for the drainage system (including porous backfill, 6" diameter non-rigid tubing and
other items required) shall be incidental to the cost bid for Concrete.
Concrete
All concrete shall be Class A4.
Reinforcement
Deformed reinforcing bars shall conform to ASTM A615, Grade 60. All reinforcing bar dimensions on
the detailed drawings are to centers of bars except where otherwise noted and are subject to
fabrication and construction tolerances.
Dimensions on bar diagrams are out-to-out of bars. Bars are straight unless otherwise shown.
The concrete cover to the outermost reinforcement bars shall be as follows:
Wall footing (all faces) 3" minimum cover
Wall stem (all faces) 2" minimum cover
At the Contractor’s option WV Series bars may be spliced at top of the footing in order to
facilitate construction. Splice lengths shall be in accordance with Table C on Sheet 1. No
additional compensation shall be provided for the increase in reinforcing steel quantity due to
the splices.
Miscellaneous
Weepholes shall be placed at the lowest point feasible for free drainage away from the wing.
Four Type I Wings are to be used for straight crossings and skews up to 20 . Two Type I and
two Type II Wings are to be used for skews from 25 to 45 . For skews above 45 , special design
wings are required. The wingwall to be used for each culvert is shown on the BC series sheets.
The designs shown are applicable for a 45 skew with the roadway and other conditions
indicated. Any change in these conditions invalidates these designs.
Quantities shown are for one wing.
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 8
1006.09
REVISION DATE
07/12
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE
WING DETAIL
1: 1 FILL SLOPE - TYPE II
VIRGINIA DEPARTMENT OF TRANSPORTATION
WING
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
P
Q
R
S
T
U
V
W
X
Y
Z
AA
BB
CC
DD
EE
Wall Quantities
Concrete Reinforcement
CY LB
2.1
2.5
2.9
3.4
3.9
4.5
5.1
5.9
6.6
7.3
8.0
8.9
9.6
10.6
11.8
12.6
13.7
14.9
17.2
19.9
21.4
23.0
24.0
26.9
28.7
30.6
32.5
34.5
36.3
38.7
42.1
201
236
263
292
331
361
416
467
671
731
853
935
972
1064
1209
1304
1463
1670
1800
2056
2504
2779
3342
3415
3602
3846
4425
5408
5571
6063
7235
qr_min qr_min
ksf
High
End
1.10
1.28
1.50
1.68
1.88
2.08
2.28
2.49
2.71
2.93
3.15
3.25
3.61
3.70
3.80
4.17
4.26
4.35
4.64
4.93
5.04
5.15
5.49
5.83
5.93
6.04
6.16
6.28
6.51
6.53
6.48
ksf
Low
End
0.47
0.47
0.47
0.47
0.47
0.47
0.47
0.47
0.47
0.47
0.47
0.47
0.47
0.47
0.47
0.47
0.47
0.47
0.51
0.55
0.55
0.55
0.55
0.55
0.55
0.55
0.55
0.55
0.55
0.55
0.55
SPECIFICATION
REFERENCE

WF9-NN
eq. spa.=00
side
K1
N1
WF2-AA @ 12"
= BB top
and bot.
WH2 - Y spa.
@ 1’-3" = Z
1’-3"
WH1-W eq. spa. = X
both faces
3"
12"
L1
WF11-NN eq. spa.
= 00 each corner
of footing
SPECIFICATION
REFERENCE
3"
3"
3"
both faces
3"
3"
M
WF7-JJ spa. 9" WF5-EE spa. 12" WF3-CC spa.
3"
M
WV2 - Q spa. @ 1’-3" = R front face
3’-0"
9"
@ 9" = FF
top
12"
WV4 - U spa. @ 6" = V
back face
6’-0" typ.
FRONT ELEVATION
FOOTING PLAN
WV3 - S spa. @ 9" = T
back face
WF-series
WF6 - GG spa. @ 12" = HH bot.
@ 6" = KK
top
WF8-NN eq. spa.
= 00 side
WH3
@ 12" = DD
top
WF4-NN eq. spa.
= 00 side
WV1 - O spa. @ 12" = P
back face
K2
J
L2
9"
N2
WF10-NN eq. spa.
= 00 side
a
a
WF1 - LL spa.
@ 10" = MM
top and bot.
WF11
WING DETAIL
VIRGINIA DEPARTMENT OF TRANSPORTATION
TABLE A
Wall y
A-W 9"
X
Y-CC
DD-EE
Front face
WH2
2’-6"
WV2
See Note
y
3"
12"
12
1
Bar
Size
3
4
5
6
7
8
9
a
12"
3"
WH3
2" 2"
WH1
END VIEW
TABLE B
Pin
Dia.
2"
3"
3"
4"
5"
6"
9"
Z
4"
4" o/ weep hole formed
4"
5"
6"
7"
8"
10"
WV-series
3"
3"
WF6
WF1 TO WF3, WF5 TO WF7
1’-0"
1’-3"
1’-9"
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING AND DESIGN STATEMENT IS ON FILE IN THE CENTRAL OFFICE.
1: 1 FILL SLOPE - TYPE II
12"
y
Permeable drainage layer
Perforated 6" diameter
drainage pipe connected
to drainage outlet and
rodding eye.
J
z
a
WV1, WV3, WV4
Bar
Size
4
5
6
7
8
9
1’-6"
TABLE C
Splice Length
1’- 9"
2’- 4"
2’- 7"
3’- 3"
4’- 2"
5’- 4"
BCW-12
" : 12" batter for wings X - EE
with non-rigid tubing
when required.
WF-series
ROAD AND BRIDGE STANDARDS
REVISION DATE
07/12
SHEET 2 OF 8
1006.10

BCW-12
WING J K1 K2 L1
WALL DIMENSIONS
L2 M N1 N2
No.
WEEP
HOLES
WF1 WF2 WF3
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE
WING DETAILS
FOOTING BAR SPACINGS
WF4, WF8 to
WF10
WF5 WF6 WF7
LL MM AA BB CC DD NN OO EE FF GG HH JJ KK
A 1’-6" 4’-0" 1’-0" 1’-0" 1’-0" 6’-6" 4’-0" 3’-0" - 3 2’-6" - - 7 7’-0" 1 0’-8" - - 6 6’-0" - -
B 1’-6" 4’-6" 1’-0" 1’-0" 1’-0" 7’-6" 4’-0" 3’-0" - 3 2’-6" - - 8 8’-0" 1 0’-8" - - 7 7’-0" - -
C 1’-6" 5’-0" 1’-0" 1’-0" 1’-0" 8’-6" 4’-0" 3’-0" - 3 2’-6" - - 9 9’-0" 1 0’-8" - - 8 8’-0" - -
D 1’-6" 5’-6" 1’-0" 1’-0" 1’-0" 9’-6" 4’-3" 3’-0" - 3 2’-6" - - 10 10’-0" 1 0’-8" - - 9 9’-0" - -
E 1’-6" 6’-0" 1’-0" 1’-0" 1’-0" 10’-6" 4’-6" 3’-0" - 3 2’-6" - - 11 11’-0" 1 0’-8" - - 10 10’-0" - -
F 1’-6" 6’-6" 1’-0" 1’-0" 1’-0" 11’-6" 4’-9" 3’-0" - 3 2’-6" - - 12 12’-0" 1 0’-8" - - 11 11’-0" - -
G 1’-6" 7’-0" 1’-0" 1’-0" 1’-0" 12’-6" 5’-0" 3’-0" - 3 2’-6" - - 7 7’-0" 1 0’-8" 5 3’-9" 12 12’-0" - -
H 1’-6" 7’-6" 1’-0" 1’-0" 1’-0" 14’-0" 5’-3" 3’-0" - 3 2’-6" - - 8 8’-0" 1 0’-8" 6 4’-6" 13 13’-0" - -
I 1’-6" 8’-0" 1’-0" 1’-0" 1’-0" 15’-0" 5’-6" 3’-0" - 3 2’-6" 1 1’-0" 6 6’-0" 1 0’-8" 8 6’-0" 14 14’-0" 12
J 1’-6" 8’-6" 1’-0" 1’-0" 1’-0" 16’-0" 5’-9" 3’-0" - 3 2’-6" 1 1’-0" 6 6’-0" 1 0’-8" 8 6’-0" 15 15’-0" 12
K 1’-6" 9’-0" 1’-0" 1’-0" 1’-0" 17’-0" 6’-0" 3’-0" - 3 2’-6" 1 1’-0" 6 6’-0" 1 0’-8" 8 6’-0" 16 16’-0" 12
L 1’-6" 9’-6" 1’-0" 1’-0" 1’-0" 18’-0" 6’-6" 3’-0" - 3 2’-6" 2 2’-0" 6 6’-0" 1 0’-8" 8 6’-0" 17 17’-0" 12
M 1’-6" 10’-0" 1’-0" 1’-0" 1’-0" 19’-0" 6’-6" 3’-0" - 3 2’-6" 2 2’-0" 6 6’-0" 1 0’-8" 8 6’-0" 18 18’-0" 12
N 1’-6" 10’-6" 1’-0" 1’-0" 1’-0" 20’-0" 7’-0" 3’-0" 1 3 2’-6" 2 2’-0" 7 7’-0" 1 0’-8" 10 7’-6" 19 19’-0" 14
O 1’-6" 11’-0" 1’-0" 1’-0" 1’-0" 21’-6" 7’-6" 3’-0" 1 3 2’-6" 3 3’-0" 7 7’-0" 1 0’-8" 10 7’-6" 21 20’-0" 14
P 1’-6" 11’-6" 1’-0" 1’-0" 1’-0" 22’-6" 7’-6" 3’-0" 1 3 2’-6" 3 3’-0" 8 8’-0" 1 0’-8" 11 8’-3" 22 22’-0" 16
Q 1’-6" 12’-0" 1’-0" 1’-0" 1’-0" 23’-6" 8’-0" 3’-0" 1 3 2’-6" 3 3’-0" 8 8’-0" 1 0’-8" 11 8’-3" 23 23’-0" 16
R 1’-6" 12’-6" 1’-0" 1’-0" 1’-0" 24’-6" 8’-6" 3’-0" 1 3 2’-6" 4 4’-0" 8 8’-0" 1 0’-8" 11 8’-3" 24 24’-0" 16 8’-0"
S 1’-9" 13’-0" 1’-0" 1’-0" 1’-0" 25’-6" 9’-0" 3’-0" 2 3 2’-6" 4 4’-0" 8 8’-0" 1 0’-11" 11 8’-3" 25 25’-0" 16 8’-0"
T 2’-0" 13’-6" 1’-0" 1’-0" 1’-0" 26’-6" 9’-6" 3’-0" 2 3 2’-6" 5 5’-0" 9 9’-0" 1 1’-2" 12 9’-0" 26 26’-0" 18 9’-0"
U 2’-0" 14’-0" 1’-0" 1’-0" 1’-0" 27’-6" 10’-0" 3’-0" 2 3 2’-6" 5 5’-0" 9 9’-0" 1 1’-2" 12 9’-0" 27 27’-0" 18 9’-0"
V 2’-0" 14’-6" 1’-0" 1’-0" 1’-0" 28’-6" 10’-6" 3’-0" 2 3 2’-6" 6 6’-0" 10 10’-0" 1 1’-2" 14 10’-6" 28 28’-0" 20 10’-0"
W 2’-0" 15’-0" 1’-0" 1’-0" 1’-0" 29’-6" 10’-6" 3’-0" 2 3 2’-6" 6 6’-0" 10 10’-0" 1 1’-2" 14 10’-6" 29 29’-0" 20 10’-0"
X 2’-0" 15’-6" 1’-0" 1’-3" 1’-1" 31’-0" 11’-0" 3’-0" 3 3 2’-6" 6 6’-0" 11 11’-0"2 2 0’-7" 15 11’-3" 30 30’-0" 22 11’-0"
Y 2’-0" 16’-0" 1’-0" 1’-4" 1’-1" 32’-0" 11’-6" 3’-0" 3 3 2’-6" 7 7’-0" 11 11’-0" 2 0’-7" 15 11’-3" 31 31’-0" 22 11’-0"
Z 2’-0" 16’-6" 1’-0" 1’-4" 1’-1" 33’-0" 12’-0" 3’-0" 3 3 2’-6" 7 7’-0" 11 11’-0" 2 0’-7" 15 11’-3" 32 32’-0" 22 11’-0"
AA 2’-0" 17’-0" 1’-0" 1’-4" 1’-1" 34’-0" 12’-6" 3’-0" 3 3 2’-6" 8 8’-0" 11 11’-0" 2 0’-7" 15 11’-3" 33 33’-0" 22 11’-0"
BB 2’-0" 17’-6" 1’-0" 1’-4" 1’-1" 35’-0" 13’-0" 3’-0" 4 3 2’-6" 8 8’-0" 12 12’-0" 2 0’-7" 16 12’-0" 34 34’-0" 24 12’-0"
CC 2’-0" 18’-0" 1’-0" 1’-4" 1’-1" 36’-0" 13’-3" 3’-0" 4 3 2’-6" 8 8’-0" 12 12’-0" 2 0’-7" 16 12’-0" 35 35’-0" 24 12’-0"
DD 2’-0" 18’-6" 1’-0" 1’-4" 1’-1" 37’-0" 14’-0" 3’-0" 4 3 2’-6" 9 9’-0" 13 13’-0" 2 0’-7" 18 13’-6" 36 36’-0" 26 13’-0"
EE 2’-0" 19’-0" 1’-0" 1’-4" 1’-1" 38’-6" 15’-0" 3’-0" 4 3 2’-6" 10 10’-0" 13 13’-0" 2 0’-7" 18 13’-6" 38 38’-0" 26 13’-0"
ROAD AND BRIDGE STANDARDS
SHEET 3 OF 8
1006.11
REVISION DATE
07/12
1: 1 FILL SLOPE -TYPE II
VIRGINIA DEPARTMENT OF TRANSPORTATION
6’-0"
6’-0"
6’-0"
6’-0"
6’-0"
7’-0"
7’-0"
8’-0"
8’-0"
SPECIFICATION
REFERENCE

SPECIFICATION
REFERENCE
WF1 WF2 WF3
*
WING SIZE a LENGTH SIZE
Ea
a LENGTH * a LENGTH
SIZE
FROM TO VARY BY FROM TO VARY BY Ea FROM TO VARY BY FROM TO VARY BY
A 4 5’-11" 7’-3" 2 4 1’-0" 7’-6" - 2’-5" 8’-11" - 2 4 3’-5" 2’-4" 0’-1" 4’-9" 3’-8"
B 4 6’-11" 8’-3" 2 4 1’-3" 8’-9" - 2’-8" 10’-2" - 2 4 3’-5" 2’-4" 0’-1" 4’-9" 3’-8"
C 4 7’-11" 9’-3" 2 4 1’-6" 10’-0"
D 4 8’-11" 10’-3" 2 4 3’-2" 10’-9"
E 4 9’-11" 11’-3" 2 4 4’-8" 4’-8"
F 4 10’-11" 12’-3" 2 4 5’-11" 5’-11"
4’-7"
6’-0"
7’-4"
11’-5" - 2 4
12’-2" - 2 4
6’-0" - 2 4
7’-4" - 2 4
G 4 11’-11" 13’-3" 2 4 7’-2" 7’-2" - 8’-7" 8’-7" - 2 4
H 4 13’-5" 14’-9" 2 4 8’-9" 8’-9"
10’-1" - 2 4
I 4 14’-5" 15’-9" 2 4 9’-11" 3’-11" 6’-0" 11’-3" 5’-3" 6’-0" 2 4
J 4 15’-5" 16’-9" 2 4 11’-0" 5’-2"
6’-7" 5’-9" 2 4
K 4 16’-5" 17’-9" 2 4 12’-2" 6’-6" 5’-8" 13’-6" 7’-10" 5’-8" 2 4
L 4 17’-5" 18’-9" 2 4 13’-6" 3’-3"
M 4 18’-5" 19’-9" 2 4 14’-4" 3’-5"
N 4 19’-5"
20’-9" 2 4 15’-8" 5’-8"
O 4 20’-11" 22’-3" 2 4 17’-4" 3’-0"
P 4 21’-11" 23’-3" 2 4 18’-2" 3’-2"
15’-8"
17’-0"
18’-8"
19’-6"
4’-7" 5’-1" 2 4
4’-10" 5’-5" 2 4
7’-0" 5’-0" 2 4
4’-4" 4’-9" 2 4
4’-6" 5’-0" 2 4
Q 4 22’-11" 24’-3" 2 4 19’-4" 5’-3" 4’-8" 20’-9" 6’-8" 4’-8" 2 4
R 4 23’-11" 25’-3" 2 4 20’-6" 2’-9"
S 4 24’-11" 26’-9" 2 4 21’-8" 4’-8"
T 4 25’-11" 28’-3" 2 4 22’-10" 2’-5"
23’-7"
25’-2"
4’-1" 4’-5" 2 4
6’-7" 4’-3" 2 4
4’-10" 4’-0" 2 4
U 4 26’-11" 29’-3" 2 4 23’-11" 4’-3" 3’-11" 26’-4" 6’-8" 3’-11" 2 4
V 4 27’-11" 30’-3" 2 4 25’-0" 2’-3" 3’-9" 27’-5" 4’-7" 3’-9" 2 4
W 4 28’-11" 31’-3" 2 5 25’-11" 2’-4" 3’-11" 28’-3" 4’-8" 3’-11" 2 4
X 4 30’-5" 32’-9" 2 5 27’-6" 4’-3" 3’-10" 29’-10" 6’-7" 3’-10" 2 4
Y 4 31’-5" 33’-9" 2 5 28’-7" 2’-2" 3’-9" 30’-10" 4’-6" 3’-9" 2 4
Z 4 32’-5" 34’-9" 2 5 29’-8" 4’-0"
AA 4 33’-5" 35’-9" 2 5 30’-8" 2’-1"
33’-0"
6’-3" 3’-8" 2 4
4’-5" 3’-6" 2 4
BB 4 34’-5" 36’-9" 2 5 31’-9" 3’-9" 3’-6" 34’-1" 6’-1" 3’-6" 2 4
CC 4 35’-5" 37’-9" 2 5 32’-9" 4’-8"
-
-
-
-
-
5’-9"
5’-1"
5’-5"
5’-0"
4’-9"
5’-0"
4’-5"
4’-3"
4’-0"
3’-8"
3’-6"
3’-6"
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE
WING DETAILS
VIRGINIA DEPARTMENT OF TRANSPORTATION
3’-8"
3’-11"
4’-2"
3’-7"
2’-7"
2’-9"
2’-11"
3’-2"
3’-4"
3’-1"
3’-6"
3’-3"
3’-6"
3’-10"
4’-1"
4’-0"
4’-4"
4’-0"
4’-2"
4’-2"
4’-6"
4’-10"
5’-2"
5’-0"
2’-4" 0’-1" 4’-9" 3’-8"
2’-4" 0’-1" 5’-0" 3’-8"
2’-4" 0’-1" 5’-3" 3’-8"
2’-4"
2’-6"
2’-5"
1’-7"
1’-8"
1’-11"
2’-0"
2’-3"
1’-9"
2’-0"
1’-8"
1’-10"
2’-0"
2’-3"
1’-10"
2’-0"
1’-4"
1’-8"
1’-4"
5’-0"
5’-1"
4’-0"
4’-2"
4’-4"
4’-7"
4’-9"
4’-6"
4’-10"
4’-8"
4’-11"
5’-2"
6’-0"
6’-5"
6’-8"
6’-4"
6’-7"
6’-6"
3’-8"
3’-10"
3’-10"
3’-0"
3’-1"
3’-3"
3’-5"
3’-7"
3’-1"
3’-4"
3’-1"
3’-2"
3’-5"
4’-1"
4’-2"
4’-5"
3’-9"
4’-0"
3’-8"
1’-7" 0’-3" 6’-10" 3’-11"
1’-10"
2’-1"
7’-6"
7’-4"
4’-2"
4’-5"
7’-0" 3’-6" 2 4 5’-3" 1’-10" 0’-3" 7’-8" 4’-3"
DD 4 36’-5" 38’-9" 2 5 33’-10" 3’-7" 3’-4" 36’-2" 5’-11" 3’-4" 2 4 4’-11" 1’-1" 0’-3" 7’-4"
EE 4 37’-11" 40’-3" 2 5 35’-6" 3’-5" 3’-2" 37’-10" 5’-9" 3’-2" 2 4 5’-6" 1’-6"
2’-11"
10’-1"
12’-5"
14’-11"
21’-11"
31’-11"
35’-1"
1: 1 FILL SLOPE -TYPE II
3’-5"
3’-9"
1’-7"
0’-1"
0’-1"
0’-1"
0’-2"
0’-2"
0’-2"
0’-2"
0’-2"
0’-2"
0’-2"
0’-2"
0’-2"
0’-2"
0’-2"
0’-2"
0’-3"
0’-3"
0’-3"
0’-3"
0’-3"
0’-3"
0’-3"
0’-3"
5’-6"
7’-2"
7’-11"
3’-11"
3’-5"
3’-10"
07/12
0’-1"
0’-1"
0’-1"
0’-1"
0’-1"
0’-1"
0’-1"
0’-1"
0’-2"
0’-2"
0’-2"
0’-2"
0’-2"
0’-2"
0’-2"
0’-2"
0’-2"
0’-2"
0’-2"
0’-2"
0’-3"
0’-3"
0’-3"
0’-3"
0’-3"
0’-3"
0’-3"
0’-3"
0’-3"
0’-3"
0’-3"
BCW-12
ROAD AND BRIDGE STANDARDS
REVISION DATE
SHEET 4 OF 8
1006.12

BCW-12
WF4 WF5 WF6
WING SIZE LENGTH SIZE
07/12
a LENGTH
a LENGTH
SIZE
FROM TO VARY BY FROM TO VARY BY FROM TO VARY BY FROM TO VARY BY
A 4 5’-8" - - - - - - - 4 3’-4" 2’-5" 0’-1" 4’-9" 3’-9"
B 4 6’-8" - - - - - - - 4 3’-4" 2’-5" 0’-1" 4’-9" 3’-9"
C 4 7’-8" - - - - - - - 4 3’-4" 2’-5" 0’-1" 4’-9" 3’-9"
D 4 8’-9" - - - - - - - 4 3’-7" 2’-5" 0’-1" 5’-0" 3’-9"
E 4 9’-9" - - - - - - - 4 3’-10" 2’-5" 0’-1" 5’-3" 3’-9"
F 4 10’-9" - - - - - - - 4 4’-1" 2’-5" 0’-1" 5’-6" 3’-9"
G 4 11’-9" 4 4’-4" 3’-9" 0’-1" 5’-9" 5’-2" 0’-1" 4 4’-4" 2’-5" 0’-1" 5’-9" 3’-9"
H 4 13’-4" 4 4’-8" 3’-11" 0’-1" 6’-0" 5’-3" 0’-1" 4 4’-7" 2’-6"
I 4 14’-4" 4 3’-9" 2’-9" 0’-1" 5’-2" 4’-2" 0’-1" 4 4’-10" 2’-6"
J 4 15’-4" 4 4’-0" 2’-11" 0’-1" 5’-4" 4’-4" 0’-1" 4 5’-1" 2’-6"
K 4 16’-5" 5 4’-2" 3’-1" 0’-1" 5’-6" 4’-5" 0’-1" 4 5’-4" 2’-6"
L 4 17’-6" 5 4’-7" 3’-5" 0’-1" 5’-11" 4’-9" 0’-1" 4 5’-10" 2’-6"
M 4 18’-5" 5 4’-8" 3’-6" 0’-1" 5’-11" 4’-10" 0’-1" 4 5’-10" 2’-6"
N 4 19’-6" 4 4’-10" 3’-4" 0’-1" 6’-2" 4’-8" 0’-1" 4 6’-4" 2’-6"
O 4 21’-1" 4 5’-3" 3’-8" 0’-1" 6’-7" 5’-1" 0’-1" 4 6’-10" 2’-5"
P 4 22’-1" 4 5’-1" 3’-6" 0’-1" 6’-6" 4’-10" 0’-1" 4 6’-10" 2’-5"
Q 4 23’-2" 4 5’-6" 3’-9" 0’-1" 6’-11" 5’-1" 0’-1" 4 7’-4" 2’-5"
R 4 24’-3" 4 5’-11" 4’-1" 0’-2" 7’-4" 5’-5" 0’-2" 4 7’-10" 2’-5"
S 4 25’-4" 4 6’-4" 4’-4" 0’-2" 8’-2" 6’-3" 0’-2" 4 8’-4" 2’-5"
T 4 26’-5" 4 6’-6" 4’-3" 0’-2" 8’-10" 6’-8" 0’-2" 4 8’-10" 2’-5"
U 4 27’-6" 4 6’-10" 4’-7" 0’-2" 9’-3" 6’-11" 0’-2" 4 9’-4" 2’-5"
V 4 28’-7" 4 7’-0" 4’-3" 0’-2" 9’-5" 6’-8" 0’-2" 4
W 4 29’-7" 5 7’-1" 4’-5" 0’-2" 9’-5" 6’-9" 0’-2" 5 9’-10"
X 4 31’-2" 5 7’-4" 4’-5" 0’-2" 9’-8" 6’-9" 0’-2" 5 10’-4"
Y 4 32’-3" 5 7’-9" 4’-9" 0’-2" 10’-1" 7’-1" 0’-2" 5
Z 4 33’-4" 5 8’-2" 5’-1" 0’-2" 10’-6" 7’-5" 0’-2" 5
AA 4 34’-5" 6 8’-7" 5’-5" 0’-2" 10’-10" 7’-8" 0’-2" 5
BB 4 35’-7" 6 8’-8" 5’-3" 0’-2" 11’-0" 7’-7" 0’-2" 5 12’-4"
CC 4 36’-7" 6 9’-0" 5’-7" 0’-2" 11’-3" 7’-10" 0’-2" 5
9’-10"
DD 4 37’-9" 6 9’-3" 5’-3" 0’-2" 11’-6" 7’-6" 0’-2" 5 13’-4" 2’-7"
EE 4 39’-6" 6 10’-1" 5’-10" 0’-2" 12’-4" 8’-1" 0’-2" 5 14’-4" 2’-5"
ROAD AND BRIDGE STANDARDS
SHEET 5 OF 8
1006.13
REVISION DATE
10’-10"
11’-4"
11’-10"
12’-7"
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE
WING DETAILS
2’-5"
VIRGINIA DEPARTMENT OF TRANSPORTATION
6’-3"
6’-5"
6’-8"
7’-2"
7’-2"
7’-8"
8’-2"
8’-2"
8’-8"
9’-2"
10’-2"
11’-2"
11’-8"
12’-2"
2’-5" 0’-3" 12’-2"
2’-7" 0’-3" 12’-8"
2’-7" 0’-3" 13’-2"
2’-7" 0’-3" 13’-8"
2’-7" 0’-3" 14’-2"
2’-7" 0’-3" 14’-8"
2’-7"
1: 1 FILL SLOPE - TYPE II
0’-1"
0’-2"
0’-2"
0’-2"
0’-2"
0’-2"
0’-2"
0’-2"
0’-2"
0’-2"
0’-2"
0’-2"
0’-2"
0’-3"
0’-3"
0’-3"
0’-3"
0’-3"
6’-0"
14’-11"
15’-7"
16’-7"
3’-10"
3’-11"
3’-11"
3’-11"
3’-11"
3’-11"
3’-11"
3’-10"
3’-10"
3’-10"
3’-10"
4’-4"
4’-10"
4’-10"
4’-10"
4’-9"
4’-11"
4’-11"
4’-11"
4’-11"
4’-11"
4’-11"
4’-11"
4’-9"
0’-1"
0’-1"
0’-1"
0’-1"
0’-1"
0’-1"
0’-1"
0’-1"
0’-2"
0’-2"
0’-2"
0’-2"
0’-2"
0’-2"
0’-2"
0’-2"
0’-2"
0’-2"
0’-2"
0’-2"
0’-3"
0’-3"
0’-3"
0’-3"
0’-3"
0’-3"
0’-3"
0’-3"
0’-3"
0’-3"
0’-3"
SPECIFICATION
REFERENCE

WING SIZE
SPECIFICATION
REFERENCE
WF7 WF8 WF9 WF10 WF11
a LENGTH
FROM TO VARY BY FROM TO VARY BY
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE
WING DETAILS
VIRGINIA DEPARTMENT OF TRANSPORTATION
07/12
BCW-12
SIZE LENGTH SIZE LENGTH SIZE LENGTH SIZE a LENGTH * Ea
A - - - - - - - 4 5’-8" 4 3’-2" 4 2’-2" 4 2’-2" 4’-2" 4
B - - - - - - - 4 6’-8" 4 3’-2" 4 2’-2" 4 2’-2" 4’-2" 4
C - - - - - - - 4 7’-8" 4 3’-2" 4 2’-2" 4 2’-2" 4’-2" 4
D - - - - - - - 4 8’-8" 4 3’-5" 4 2’-2" 4 2’-2" 4’-2" 4
E - - - - - - - 4 9’-8" 4 3’-8" 4 2’-2" 4 2’-2" 4’-2" 4
F - - - - - - - 4 10’-8" 4 3’-11" 4 2’-2" 4 2’-2" 4’-2" 4
G - - - - - - - 4 11’-8" 4 4’-2" 4 2’-2" 4 2’-2" 4’-2" 4
H - - - - - - - 4 13’-2" 4
I 5 4’-11" 3’-11" 0’-0" 6’-2" 5’-2" 0’-0" 4 14’-2" 4
J 5 5’-1" 4’-1" 0’-1" 6’-5" 5’-5" 0’-1" 4 15’-2" 4
K 5 5’-4" 4’-4" 0’-1" 6’-8" 5’-8" 0’-1" 4 16’-2" 4
L 5 5’-10" 4’-8" 0’-1" 7’-2" 6’-0" 0’-1" 4 17’-2" 4
M 5 5’-10" 4’-9" 0’-1" 7’-2" 6’-1" 0’-1" 4 18’-2" 4
N 5 6’-4" 5’-0" 0’-1" 7’-8" 6’-3" 0’-1" 4 19’-2" 4
O 5 6’-10" 5’-5" 0’-1" 8’-2" 6’-9" 0’-1" 4 20’-8" 4
P 5 6’-10" 5’-3" 0’-1" 8’-2" 6’-7" 0’-1" 4 21’-8" 4
Q 6 7’-4" 5’-8" 0’-1" 8’-8" 6’-11" 0’-1" 4 22’-8" 4
R 6 7’-10" 6’-1" 0’-1" 9’-2" 7’-4" 0’-1" 4 23’-8" 4
S 6 8’-4" 6’-6" 0’-1" 10’-2" 8’-3" 0’-1" 4 24’-8" 4
T 6 8’-10" 6’-7" 0’-1" 11’-2" 8’-11" 0’-1" 4 25’-8" 4
U 7 9’-4" 7’-1" 0’-1" 11’-7" 9’-3" 0’-1" 4 26’-8" 4
V 7 9’-10" 7’-3" 0’-1" 12’-1" 9’-5" 0’-1" 4 27’-8" 4
W 7 9’-10" 7’-4" 0’-1" 12’-1" 9’-6" 0’-1" 4 28’-8" 4
X 7 10’-4" 7’-6" 0’-1" 12’-7" 9’-9" 0’-1" 4 30’-2" 4
Y 7 10’-10" 7’-11" 0’-1" 13’-1" 10’-2" 0’-1" 4 31’-2" 4
Z 7 11’-4" 8’-4" 0’-1" 13’-7" 10’-7" 0’-1" 4 32’-2" 4
AA 7 11’-10" 8’-9" 0’-1" 14’-1" 11’-0" 0’-1" 4 33’-2" 4
BB 8 12’-4" 8’-11" 0’-1" 14’-6" 11’-1" 0’-1" 4 34’-2" 4
4’-8"
4’-11"
5’-2"
5’-8"
5’-8"
6’-2"
6’-8"
6’-8"
7’-2"
7’-8"
8’-2"
8’-8"
9’-2"
9’-8"
9’-8"
10’-2"
10’-8"
11’-2"
11’-8"
12’-2"
4 2’-2" 4 2’-2" 4’-2" 4
4 2’-2" 4 2’-2" 4’-2" 4
4 2’-2" 4 2’-2" 4’-2" 4
4 2’-2" 4 2’-2" 4’-2" 4
4 2’-2" 4 2’-2" 4’-2" 4
4 2’-2" 4 2’-2" 4’-2" 4
4 2’-2" 4 2’-2" 4’-2" 4
4 2’-2" 4 2’-2" 4’-2" 4
4 2’-2" 4 2’-2" 4’-2" 4
4 2’-2" 4 2’-2" 4’-2" 4
4 2’-2" 4 2’-2" 4’-2" 4
4 2’-2" 4 2’-2" 4’-2" 4
4 2’-2" 4 2’-2" 4’-2" 4
4 2’-2" 4 2’-2" 4’-2" 4
4 2’-2" 4 2’-2" 4’-2" 4
4 2’-2" 4 2’-2" 4’-2" 4
4 2’-2" 4 2’-2" 4’-2" 4
4 2’-2" 4 2’-2" 4’-2" 4
4 2’-2" 4 2’-2" 4’-2" 4
4 2’-2" 4 2’-2" 4’-2" 4
4 2’-2" 4 2’-2" 4’-2" 4
CC 8 12’-7" 9’-2" 0’-1" 14’-9" 11’-4" 0’-1" 4 35’-2" 4 12’-5" 4 2’-2" 4 2’-2" 4’-2" 4
DD 8 13’-4" 9’-6" 0’-1" 15’-6" 11’-8" 0’-1" 4 36’-2" 4 13’-2" 4 2’-2" 4 2’-2" 4’-2" 4
EE 9 14’-4" 10’-3" 0’-1" 16’-4" 12’-4" 0’-1" 4 37’-8" 4 14’-2" 4 2’-2"
4 2’-2" 4’-2" 4
1: 1 FILL SLOPE - TYPE II
4’-5"
ROAD AND BRIDGE STANDARDS
REVISION DATE
SHEET 6 OF 8
1006.14

BCW-12
WING
07/12
STEM BAR SPACINGS WV1 WV2
WV1 WV2 WV3 WV4 WH1 WH2
a LENGTH
LENGTH
SIZE
SIZE
O P Q R S T U V W X Y Z FROM TO VARY BY FROM TO VARY BY FROM TO VARY BY
A 7 7’-0" 4 5’-0" - - - - - - 1 1’-3" 4 4’-11" 1’-8" 0’-5" 6’-10" 3’-7" 0’-5" 4 4’-11" 2’-7"
B 8 8’-0" 5 6’-3" - - - - 1 0’-6" 1 1’-3" 4 5’-5" 1’-8" 0’-5" 7’-4" 3’-7" 0’-5" 4 5’-5" 2’-6"
C 9 9’-0" 6 7’-6" - - - - - - 2 2’-6" 4 5’-11" 1’-8" 0’-5" 7’-10" 3’-7" 0’-5" 4 5’-11" 2’-4"
D 10 10’-0" 7 8’-9" - - - - - - 2 2’-6" 4 6’-5" 1’-8" 0’-5" 8’-4" 3’-7" 0’-5" 4 6’-5" 2’-3"
E 11 11’-0" 8 10’-0" - - - - - - 3
F 12 12’-0" 8 10’-0" - - - - - - 3
4 6’-11" 1’-8" 0’-5" 8’-10" 3’-7" 0’-5" 4 6’-11" 2’-1"
4 7’-5" 1’-8" 0’-5" 9’-4" 3’-7" 0’-5" 4 7’-5" 2’-7"
G 7 7’-0" 9 11’-3" 5 3’-9" - - 1 0’-6" 3 3’-9" 4 5’-7" 2’-3" 0’-5" 7’-6" 4’-2" 0’-5" 4 7’-11" 2’-6"
H 8 8’-0" 10 12’-6" 6 4’-6" - - - - 4 5’-0" 4 5’-9" 2’-1" 0’-5" 7’-9" 4’-0" 0’-5" 4 8’-5" 2’-7"
I 6 6’-0" 11 13’-9" 8 6’-0" 12 6’-0" - - 4
J 6 6’-0" 12 15’-0" 8 6’-0" 12 6’-0" - - 5
K 6 6’-0" 13 16’-3" 8 6’-0" 12 6’-0" - - 5
L 6 6’-0" 14 17’-6" 8 6’-0" 12 6’-0" 1 0’-6" 5
M 6 6’-0" 14 17’-6" 8 6’-0" 12 6’-0" - - 6
N 7 7’-0" 15 18’-9" 10 7’-6" 14 7’-0" - - 6
O 7 7’-0" 16 20’-0" 10 7’-6" 14 7’-0" - - 7
P 8 8’-0" 17 21’-3" 11 8’-3" 16 8’-0" - - 7
Q 8 8’-0" 18 22’-6" 11 8’-3" 16 8’-0" 1 0’-6" 7
R 8 8’-0" 19 23’-9" 11 8’-3" 16
S 8 8’-0" 20 25’-0" 11 8’-3" 16
T 9 9’-0" 20 25’-0" 12 9’-0" 18
U 9 9’-0" 21 26’-3" 12 9’-0" 18
V 10 10’-0" 22 27’-6" 14 10’-6" 20
W 10 10’-0" 23 28’-9" 14 10’-6" 20
X 11 11’-0" 24 30’-0" 15 11’-3" 22
Y 11 11’-0" 25 31’-3" 15 11’-3" 22
Z 11 11’-0" 26 32’-6" 15 11’-3" 22
AA 11 11’-0" 26 32’-6" 15 11’-3" 22
BB 12 12’-0" 27 33’-9" 16 12’-0" 36
CC 12 12’-0" 28 35’-0" 16 12’-0" 36
DD 13 13’-0" 29 36’-3" 18 13’-6" 39
EE 13 13’-0" 30 37’-6" 18 13’-6" 39
ROAD AND BRIDGE STANDARDS
SHEET 7 OF 8
1006.15
REVISION DATE
8’-0"
8’-0"
9’-0"
9’-0"
10’-0"
10’-0"
11’-0"
11’-0"
11’-0"
11’-0"
18’-0"
18’-0"
19’-6"
19’-6"
- -
- -
- -
- -
8
8
9
9
1 0’-6" 9
- -
- -
- -
- -
10
10
11
11
1 0’-6" 11
- -
- -
- -
- -
12
12
13
13
3’-9"
3’-9"
5’-0"
6’-3"
6’-3"
6’-3"
7’-6"
7’-6"
8’-9"
8’-9"
8’-9"
10’-0"
10’-0"
11’-3"
11’-3"
11’-3"
12’-6"
12’-6"
13’-9"
13’-9"
13’-9"
15’-0"
15’-0"
16’-3"
16’-3"
4 2’-6" 1’-8" 0’-5" 4’-4" 3’-7" 0’-5" 4 8’-11" 2’-6"
4 2’-11" 1’-8" 0’-5" 4’-10" 3’-7" 0’-5" 4 9’-5" 2’-4"
4 3’-5" 1’-8" 0’-5" 5’-4" 3’-7" 0’-5" 4 9’-11" 2’-3"
4 3’-11" 1’-8" 0’-5" 5’-10" 3’-7" 0’-5" 4 10’-5" 2’-2"
4 4’-5" 1’-8" 0’-5" 6’-3" 3’-7" 0’-5" 4 10’-11" 2’-7"
4 3’-8" 1’-8" 0’-5" 5’-7" 3’-7" 0’-5" 4 11’-5" 2’-6"
4 4’-4" 1’-8" 0’-5" 6’-3" 3’-7" 0’-5" 4 11’-11" 2’-7"
4 4’-0" 1’-8" 0’-5" 5’-11" 3’-7" 0’-5" 4 12’-5" 2’-6"
4 4’-6" 1’-8" 0’-5" 6’-4" 3’-7" 0’-5" 4 12’-11" 2’-4"
4 4’-11" 1’-8" 0’-5" 6’-10" 3’-7" 0’-5" 4 13’-5" 2’-3"
4 5’-8" 1’-11" 0’-5" 7’-7" 3’-10" 0’-5" 4 14’-2" 2’-4"
4 5’-7" 1’-8" 0’-5" 7’-6" 3’-7" 0’-5" 4 14’-11" 3’-1"
4 6’-1" 1’-9" 0’-5" 7’-11" 3’-8" 0’-5" 4 15’-5" 3’-0"
4 5’-4" 1’-8" 0’-5" 7’-3" 3’-7" 0’-5" 4 15’-11" 2’-10"
4 5’-10" 1’-8" 0’-5" 7’-9" 3’-7" 0’-5" 4 16’-5" 2’-9"
4 5’-8" 1’-8" 0’-5" 7’-7" 3’-7" 0’-5" 4 16’-11" 2’-10"
4 6’-2" 1’-8" 0’-5" 8’-0" 3’-7" 0’-5" 4 17’-5" 2’-9"
4 6’-7" 1’-8" 0’-5" 8’-6" 3’-7" 0’-5" 4 17’-11" 2’-7"
4 7’-1" 1’-11" 0’-5" 9’-0" 3’-10" 0’-5" 4 18’-5" 3’-1"
4 3’-11" 1’-8" 0’-5" 5’-10" 3’-7" 0’-5" 4 18’-11" 3’-0"
4 4’-5" 1’-8" 0’-5" 6’-3" 3’-7" 0’-5" 4 19’-5" 2’-10"
4 3’-5" 1’-8" 0’-5" 5’-4" 3’-7" 0’-5" 4 19’-11" 2’-9"
4 4’-2" 1’-8" 0’-5" 6’-0" 3’-7" 0’-5" 4 20’-5" 2’-10" 0’-7"
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE
WING DETAILS
1: 1 FILL SLOPE - TYPE II
VIRGINIA DEPARTMENT OF TRANSPORTATION
0’-7"
0’-7"
0’-7"
0’-7"
0’-7"
0’-7"
0’-7"
0’-7"
0’-7"
0’-7"
0’-7"
0’-7"
0’-7"
0’-7"
0’-7"
0’-7"
0’-7"
0’-7"
0’-7"
0’-7"
0’-7"
0’-7"
0’-7"
0’-7"
0’-7"
0’-7"
0’-7"
0’-7"
0’-7"
0’-7"
SPECIFICATION
REFERENCE

WING SIZE
SPECIFICATION
REFERENCE
WV3 WV4 WH1 WH2 WH3
a LENGTH
a LENGTH
LENGTH
FROM TO VARY BY FROM TO VARY BY
SIZE
FROM TO VARY BY FROM TO
SIZE LENGTH * Ea
VARY BY
SIZE
FROM TO VARY BY * EA
SIZE LENGTH
A - - - - - - - - - - - - -
B - - - - - - - - - - - - -
C - - - - - - - - - - - - -
D - - - - - - - - - - - - -
E - - - - - - - - - - - - -
F - - - - - - - - - - - - -
G 4 7’-11" 6’-1" 0’-4" 9’-10" 8’-0" 0’-4" - - - - - -
H 4 8’-5" 6’-4" 0’-4" 10’-4" 8’-3" 0’-4" - - - - - -
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE
WING DETAILS
VIRGINIA DEPARTMENT OF TRANSPORTATION
-
-
-
-
-
-
-
-
07/12
BCW-12
4 6’-0" 2 4 4’-8" 2’-0" 2’-7"
2 4 6’-8"
4 7’-0" 2 4 4’-7" 2’-0" 2’-6" 2 4 7’-9"
4 8’-0" 2 4 7’-2" 2’-0" 2’-6" 2 4 8’-11"
4 9’-0" 2 4 7’-2" 2’-0" 2’-6" 2 4 10’-0"
4 10’-0" 2 4 9’-8" 1’-11" 2’-6" 2 4 11’-2"
4 11’-0" 2 4 9’-8" 1’-11" 2’-6" 2 4 12’-3"
4 12’-0" 2 4 9’-8" 1’-11" 2’-6" 2 4 13’-4"
4 13’-6" 2 4 12’-8" 2’-0" 2’-7" 2 4
I 4 5’-9" 2’-11" 0’-4" 7’-8" 4’-10" 0’-4" 5 8’-11" 6’-1" 0’-2" 10’-10" 8’-1" 0’-2" 4 14’-6" 2 4 12’-7" 2’-0" 2’-7" 2 4 16’-1"
J 4 6’-3" 3’-5" 0’-4" 8’-2" 5’-4" 0’-4" 5 9’-5" 6’-7" 0’-2" 11’-4" 8’-6" 0’-2" 4 15’-6" 2 4 15’-2" 2’-0" 2’-7" 2 4 17’-2"
K 4 6’-9" 3’-11" 0’-4" 8’-7" 5’-9" 0’-4" 6 9’-11" 7’-1" 0’-2" 11’-11" 9’-1" 0’-2" 4 16’-6" 2 4 15’-1" 2’-0" 2’-7" 2 4 18’-3"
L 4 7’-3" 4’-4" 0’-4" 9’-1" 6’-3" 0’-4" 6 10’-5" 7’-7" 0’-2" 12’-5" 9’-7" 0’-2" 4 17’-6" 2 4 15’-1" 2’-0" 2’-7" 2 4
M 4 7’-8" 4’-10" 0’-4" 9’-7" 6’-9" 0’-4" 6 10’-11" 8’-1" 0’-2" 12’-11" 10’-1" 0’-2" 4 18’-6" 2 4 17’-8" 2’-0" 2’-7" 2 4
N 4 7’-9" 4’-2" 0’-4" 9’-7" 6’-1" 0’-4" 6 11’-5" 8’-1" 0’-2" 13’-5" 10’-1" 0’-2" 4 19’-6" 2 4 17’-7" 2’-0" 2’-7" 2 4
O 5 8’-4" 4’-10" 0’-4" 10’-3" 6’-9" 0’-4" 6 11’-11" 8’-8" 0’-2" 13’-11" 10’-8" 0’-2" 4 21’-0" 2 4 20’-8" 2’-0" 2’-7" 2 4 23’-3"
P 5 8’-4" 4’-5" 0’-4" 10’-3" 6’-5" 0’-4" 6 12’-5" 8’-8" 0’-2" 14’-5" 10’-8" 0’-2" 4 22’-0" 2 4 20’-7" 2’-0" 2’-7" 2 4
Q 5 8’-10" 4’-11" 0’-4" 10’-9" 6’-11" 0’-4" 6 12’-11" 9’-2" 0’-2" 14’-11" 11’-2" 0’-2" 4 23’-0" 2 4 20’-7" 2’-0" 2’-7" 2 4 25’-5"
R 5 9’-4" 5’-5" 0’-4" 11’-3" 7’-4" 0’-4" 7 13’-5" 9’-8" 0’-2" 15’-6" 11’-9" 0’-2" 4 24’-0" 2 4 23’-2" 2’-1" 2’-7" 2 4 26’-7"
S 5 10’-0" 6’-2" 0’-4" 12’-0" 8’-1" 0’-4" 7 14’-2" 10’-5" 0’-2" 16’-3" 12’-6" 0’-2" 4 25’-0" 2 4 23’-1" 2’-1" 2’-7" 2 4 27’-8"
T 5 10’-4" 6’-1" 0’-4" 12’-3" 8’-0" 0’-4" 7 14’-11" 10’-8" 0’-2" 17’-0" 12’-9" 0’-2" 4 26’-0" 2 4 25’-8" 2’-0" 2’-7" 2 4
U 6 10’-10" 6’-6" 0’-4" 12’-10" 8’-7" 0’-4" 8 15’-5" 11’-2" 0’-2" 17’-7" 13’-4" 0’-2" 4 27’-0" 2 4 25’-7" 2’-0" 2’-7" 2 4
V 6 10’-10" 5’-10" 0’-4" 12’-10" 7’-10" 0’-4" 8 15’-11" 11’-2" 0’-2" 18’-1" 13’-5" 0’-2" 4 28’-0" 2 4 25’-7" 2’-0" 2’-7" 2 4 31’-0"
W 6 11’-4" 6’-4" 0’-4" 13’-4" 8’-4" 0’-4" 9 16’-5" 11’-8" 0’-2" 18’-10" 14’-1" 0’-2" 4 29’-0" 2 4 28’-2" 2’-0" 2’-7" 2 4 32’-2"
X 6 11’-5" 6’-2" 0’-4" 13’-5" 8’-2" 0’-4" 8 16’-11" 11’-9" 0’-2" 19’-1" 14’-0" 0’-2" 4 30’-6" 2 4 28’-7" 2’-0" 2’-7" 2 4 33’-9"
Y 6 11’-11" 6’-7" 0’-4" 13’-11" 8’-8" 0’-4" 8 17’-5" 12’-3" 0’-2" 19’-7" 14’-5" 0’-2" 4 31’-6" 2 4 31’-2" 2’-0" 2’-7" 2 4
Z 7 12’-5" 7’-1" 0’-4" 14’-6" 9’-3" 0’-4" 8 17’-11" 12’-9" 0’-2" 20’-1" 14’-11" 0’-2" 4 32’-6" 2 4 31’-1" 2’-1" 2’-7" 2 4
AA 7 12’-10" 7’-7" 0’-4" 15’-0" 9’-8" 0’-4" 9 18’-5" 13’-3" 0’-2" 20’-10" 15’-8" 0’-2" 4 33’-6" 2 4 31’-1" 2’-1" 2’-7" 2 4 37’-1"
BB 7 10’-1" 4’-5" 0’-4" 12’-2" 6’-6" 0’-4" 9 18’-11" 10’-5" 0’-2" 21’-4" 12’-10" 0’-2" 4 34’-6" 2 4 33’-8" 2’-0" 2’-7" 2 4 38’-2"
CC 7 10’-7" 4’-10" 0’-4" 12’-8" 7’-0" 0’-4" 9 19’-5" 10’-11" 0’-2" 21’-10" 13’-4" 0’-2" 4 35’-6" 2 4 33’-7" 2’-1" 2’-7" 2 4
DD 7 10’-4" 3’-11" 0’-4" 12’-5" 6’-0" 0’-4" 9 19’-11" 10’-8" 0’-2" 22’-4" 13’-2" 0’-2" 4 36’-6" 2 4 36’-2" 2’-0" 2’-7" 2 4
EE 7 10’-11" 4’-7" 0’-4" 13’-1" 6’-9" 0’-4" 10 20’-5" 11’-3" 0’-2" 22’-10" 13’-9" 0’-2" 4 38’-0" 2 4 36’-7" 2’-0" 2’-7" 2 4
1: 1 FILL SLOPE - TYPE II
ROAD AND BRIDGE STANDARDS
REVISION DATE
14’-11"
19’-5"
20’-6"
21’-8"
24’-4"
28’-10"
29’-11"
34’-10"
35’-11"
39’-4"
40’-5"
42’-0"
SHEET 8 OF 8
1006.16

BCW-21
GENERAL NOTES
Specifications:
Limits of validity for Standard Wingwall design
The standard wingwall designs are based on the following assumptions:
Backfill
AASHTO LRFD Bridge Design Specifications 5th Edition 2010; 2011 Interim Revisions; and
VDOT Modifications
there is no structural connection between the wall and the box culvert
traffic surcharge loading is neglected.
Backfill shall comprise granular material with an internal friction angle F’ of at least 32 .
Cohesive backfill shall not be permitted. Compaction of the backfill material within a distance of
one-half the height of the wall shall be by hand compactors only.
Drainage
The Contractor shall provide the drainage system indicated on Sheet 1.
The cost for the drainage system (including porous backfill, 6" diameter non-rigid tubing and
other items required) shall be incidental to the cost bid for Concrete.
Concrete
All concrete shall be Class A4.
Reinforcement
Deformed reinforcing bars shall conform to ASTM A615, Grade 60. All reinforcing bar dimensions on
the detailed drawings are to centers of bars except where otherwise noted and are subject to
fabrication and construction tolerances.
Dimensions on bar diagrams are out-to-out of bars. Bars are straight unless otherwise shown.
The concrete cover to the outermost reinforcement bars shall be as follows:
Wall footing (all faces) 3" minimum cover
Wall stem (all faces) 2" minimum cover
At the Contractor’s option WV Series bars may be spliced at top of the footing in order to
facilitate construction. Splice lengths shall be in accordance with Table C on Sheet 1. No
additional compensation shall be provided for the increase in reinforcing steel quantity due to
the splices.
Miscellaneous
Weepholes shall be placed at the lowest point feasible for free drainage away from the wing.
Four Type I Wings are to be used for straight crossings and skews up to 20 . Two Type I and
two Type II Wings are to be used for skews from 25 to 45 . For skews above 45 , special design
wings are required. The wingwall to be used for each culvert is shown on the BC series sheets.
The designs shown are applicable for a 45 skew with the roadway and other conditions
indicated. Any change in these conditions invalidates these designs.
Quantities shown are for one wing.
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 8
1007.01
REVISION DATE
07/12
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE
WING DETAIL
2: 1 FILL SLOPE - TYPE I
VIRGINIA DEPARTMENT OF TRANSPORTATION
WING
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
P
Q
R
S
T
U
V
W
X
Y
Z
AA
BB
CC
DD
EE
Wall Quantities
Concrete Reinforcement
CY LB
2.3
2.8
3.2
4.0
4.4
4.9
5.6
6.2
7.1
7.7
8.6
9.3
10.3
10.7
11.7
13.2
14.0
15.3
16.5
17.5
18.8
20.3
21.7
27.0
31.7
33.9
35.9
38.8
41.0
50.0
52.6
209
245
273
306
346
376
434
463
552
589
672
738
870
950
1014
1172
1337
1444
1591
1695
2002
2238
2403
2884
3334
3578
3876
4522
4747
5689
6313
qr_min qr_min
ksf
High
End
0.91
1.05
1.21
1.49
1.49
1.71
1.79
2.03
2.10
2.36
2.43
2.70
2.76
3.05
3.10
3.17
3.45
3.51
3.58
3.86
3.92
3.99
4.07
4.28
4.36
4.46
4.56
4.56
4.66
4.99
5.10
ksf
Low
End
0.46
0.46
0.49
0.52
0.52
0.52
0.55
0.55
0.60
0.60
0.65
0.65
0.71
0.85
0.85
0.88
0.88
0.95
0.95
1.03
1.03
1.11
1.11
1.27
1.30
1.39
1.39
1.48
1.48
1.71
1.71
SPECIFICATION
REFERENCE

WF9-NN
eq. spa.=00
side
K1
N1
WF2-AA @ 12"
= BB top
and bot.
WH2 - Y spa.
@ 1’-3" = Z
1’-3"
WH1-W eq. spa. = X
both faces
3"
12"
L1
WF11-NN eq. spa.
= 00 each corner
of footing
SPECIFICATION
REFERENCE
3"
3"
3"
both faces
3"
3"
M
WF7-JJ spa. 9" WF5-EE spa. 12" WF3-CC spa.
3"
M
WV2 - Q spa. @ 1’-3" = R front face
3’-0"
9"
@ 9" = FF
top
12"
WV4 - U spa. @ 6" = V
back face
6’-0" typ.
FRONT ELEVATION
FOOTING PLAN
WV3 - S spa. @ 9" = T
back face
WF-series
WF6 - GG spa. @ 12" = HH bot.
@ 6" = KK
top
WF8-NN eq. spa.
= 00 side
WH3
@ 12" = DD
top
WF4-NN eq. spa.
= 00 side
WV1 - O spa. @ 12" = P
back face
K2
J
L2
9"
N2
WF10-NN eq. spa.
= 00 side
a
a
WF1 - LL spa.
@ 10" = MM
top and bot.
WF11
WING DETAIL
2: 1 FILL SLOPE - TYPE I
VIRGINIA DEPARTMENT OF TRANSPORTATION
TABLE A
Wall y
A-W 9"
X
Y-CC
DD-EE
Front face
WH2
2’-6"
WV2
See Note
y
3"
12"
12
1
Bar
Size
3
4
5
6
7
8
9
a
12"
3"
WH3
2" 2"
WH1
END VIEW
TABLE B
Pin
Dia.
2"
3"
3"
4"
5"
6"
9"
Z
4"
4" o/ weep hole formed
4"
5"
6"
7"
8"
10"
WV-series
3"
3"
WF6
WF1 TO WF3, WF5 TO WF7
1’-0"
1’-3"
1’-9"
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING AND DESIGN STATEMENT IS ON FILE IN THE CENTRAL OFFICE.
12"
y
Permeable drainage layer
Perforated 6" diameter
drainage pipe connected
to drainage outlet and
rodding eye.
J
z
a
WV1, WV3, WV4
Bar
Size
4
5
6
7
8
9
1’-6"
TABLE C
Splice Length
1’- 9"
2’- 4"
2’- 7"
3’- 3"
4’- 2"
5’- 4"
BCW-21
" : 12" batter for wings X - EE
with non-rigid tubing
when required.
WF-series
ROAD AND BRIDGE STANDARDS
REVISION DATE
07/12
SHEET 2 OF 8
1007.02

BCW-21
WING J K1 K2 L1
WALL DIMENSIONS
L2 M N1 N2
No.
WEEP
HOLES
WF1 WF2 WF3
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE
WING DETAILS
2: 1 FILL SLOPE -TYPE I
VIRGINIA DEPARTMENT OF TRANSPORTATION
FOOTING BAR SPACINGS
WF4, WF8 to
WF10
WF5 WF6 WF7
LL MM AA BB CC DD NN OO EE FF GG HH JJ KK
A 1’-6" 4’-0" 1’-6" 1’-0" 1’-0" 7’-0" 4’-0" 3’-0" - 3 2’-6" - - 6
6’-0" 1 0’-8" - - 6 6’-0" - -
B 1’-6" 4’-6" 1’-6" 1’-0" 1’-0" 8’-0" 4’-0" 3’-0" - 3 2’-6" - - 7 7’-0" 1 0’-8" - - 7 7’-0" - -
C 1’-6" 5’-0" 1’-9" 1’-0" 1’-0" 9’-0" 4’-0" 3’-0" - 3 2’-6" - - 8 8’-0" 1 0’-8" - - 8 8’-0" - -
D 1’-6" 5’-6" 2’-0" 1’-0" 1’-0" 10’-0" 4’-6" 3’-0" - 3 2’-6" - - 9 9’-0" 1 0’-8" - - 9 9’-0" - -
E 1’-6" 6’-0" 2’-0" 1’-0" 1’-0" 11’-0" 4’-6" 3’-0" - 3 2’-6" - - 10 10’-0" 1 0’-8" - - 10 10’-0" - -
F 1’-6" 6’-6" 2’-0" 1’-0" 1’-0" 12’-0" 4’-6" 3’-0" - 3 2’-6" - - 11 11’-0" 1 0’-8" - - 11 11’-0" - -
G 1’-6" 7’-0" 2’-3" 1’-0" 1’-0" 13’-0" 5’-0" 3’-0" - 3 2’-6" - - 12 12’-0" 1 0’-8" - - 12 12’-0" - -
H 1’-6" 7’-6" 2’-3" 1’-0" 1’-0" 14’-0" 5’-0" 3’-0" - 3 2’-6" - - 13 13’-0" 1 0’-8" - - 13 13’-0" - -
I 1’-6" 8’-0" 2’-6" 1’-0" 1’-0" 15’-0" 5’-6" 3’-0" - 3 2’-6" 1 1’-0" 9 9’-0" 1 0’-8" 6 4’-6" 14 14’-0" - -
J 1’-6" 8’-6" 2’-6" 1’-0" 1’-0" 16’-0" 5’-6" 3’-0" - 3 2’-6" 1 1’-0" 9 9’-0" 1 0’-8" 7 5’-3" 15 15’-0" - -
K 1’-6" 9’-0" 2’-9" 1’-0" 1’-0" 17’-0" 6’-0" 3’-0" - 3 2’-6" 1 1’-0" 10 10’-0" 1 0’-8" 7 5’-3" 16 16’-0" - -
L 1’-6" 9’-6" 2’-9" 1’-0" 1’-0" 18’-0" 6’-0" 3’-0" - 3 2’-6" 1 1’-0" 10 10’-0" 1 0’-8" 8 6’-0" 17 17’-0" - -
M 1’-6" 10’-0" 3’-0" 1’-0" 1’-0" 19’-0" 6’-6" 3’-0" - 3 2’-6" 2 2’-0" 11 11’-0" 1 0’-8" 8 6’-0" 18 18’-0" - -
N 1’-6" 10’-6" 3’-6" 1’-0" 1’-0" 19’-0" 6’-6" 3’-0" - 3 2’-6" 2 2’-0" 11 11’-0" 1 0’-8" 8 6’-0" 18 18’-0" - -
O 1’-6" 11’-0" 3’-6" 1’-0" 1’-0" 20’-0" 7’-0" 3’-0" 1 3 2’-6" 2 2’-0" 12 12’-0" 1 0’-8" 8 6’-0" 19 19’-0" - -
P 1’-6" 11’-6" 3’-9" 1’-0" 1’-0" 21’-0" 7’-6" 3’-6" 1 3 2’-6" 3 3’-0" 12 12’-0" 1 0’-8" 10 7’-6" 20 20’-0" - -
Q 1’-6" 12’-0" 3’-9" 1’-0" 1’-0" 22’-0" 7’-6" 3’-6" 1 3 2’-6" 3 3’-0" 13 13’-0" 1 0’-8" 10 7’-6" 21 21’-0" - -
R 1’-6" 12’-6" 4’-0" 1’-0" 1’-0" 23’-0" 8’-0" 3’-6" 1 3 2’-6" 3 3’-0" 10 10’-0" 1 0’-8" 9 6’-9" 22 22’-0" 8 4’-0"
S 1’-6" 13’-0" 4’-0" 1’-0" 1’-0" 24’-0" 8’-6" 3’-6" 1 3 2’-6" 4 4’-0" 11 11’-0" 1 0’-8" 9 6’-9" 23 23’-0" 8 4’-0"
T 1’-6" 13’-6" 4’-3" 1’-0" 1’-0" 25’-0" 8’-6" 3’-6" 2 3 2’-6" 4 4’-0" 12 12’-0" 1 0’-8" 9 6’-9" 24 24’-0" 8 4’-0"
U 1’-6" 14’-0" 4’-3" 1’-0" 1’-0" 26’-0" 9’-0" 3’-6" 2 3 2’-6" 4 4’-0" 12 12’-0" 1 0’-8" 9 6’-9" 25 25’-0" 10 5’-0"
V 1’-6" 14’-6" 4’-6" 1’-0" 1’-0" 27’-0" 9’-6" 3’-6" 2 3 2’-6" 5 5’-0" 10 10’-0" 1 0’-8" 13 9’-9" 26 26’-0" 10 5’-0"
W 1’-6" 15’-0" 4’-6" 1’-0" 1’-0" 28’-0" 10’-0" 3’-6" 2 3 2’-6" 5 5’-0" 11 11’-0" 1 0’-8" 13 9’-9" 27 27’-0" 10 5’-0"
X 1’-9" 15’-6" 4’-9" 1’-3" 1’-1" 29’-0" 11’-0" 4’-0" 2 4 3’-4" 5 5’-0" 11 11’-0" 1 0’-11" 13 9’-9" 28 28’-0" 12 6’-0"
Y 2’-0" 16’-0" 4’-9" 1’-4" 1’-1" 30’-0" 12’-0" 4’-6" 3 4 3’-4" 6 6’-0" 10 10’-0" 2 0’-7" 17 12’-9" 29 29’-0" 10 5’-0"
Z 2’-0" 16’-6" 5’-0" 1’-4" 1’-1" 31’-0" 12’-6" 4’-6" 3 4 3’-4" 7 7’-0" 10 10’-0" 2 0’-7" 17 12’-9" 30 30’-0" 12 6’-0"
AA 2’-0" 17’-0" 5’-0" 1’-4" 1’-1" 32’-0" 13’-0" 4’-6" 3 4 3’-4" 7 7’-0" 11 11’-0" 2 0’-7" 17 12’-9" 31 31’-0" 12 6’-0"
BB 2’-0" 17’-6" 5’-3" 1’-4" 1’-1" 33’-0" 14’-0" 4’-6" 3 4 3’-4" 8 8’-0" 12 12’-0" 2 0’-7" 17 12’-9" 32 32’-0" 12 6’-0"
CC 2’-0" 18’-0" 5’-3" 1’-4" 1’-1" 34’-0" 14’-6" 4’-6" 3 4 3’-4" 9 9’-0" 13 13’-0" 2 0’-7" 17 12’-9" 33 33’-0" 12 6’-0"
DD 2’-6" 18’-6" 5’-6" 1’-4" 1’-1" 35’-0" 15’-0" 5’-0" 4 5 4’-2" 8 8’-0" 12 12’-0" 2 0’-10" 17 12’-9" 34 34’-0" 16 8’-0"
EE 2’-6" 19’-0" 5’-6" 1’-4" 1’-1" 36’-0" 15’-6" 5’-0" 4 5 4’-2" 9 9’-0" 12 12’-0" 2 0’-10" 17 12’-9" 35 35’-0" 18 9’-0"
ROAD AND BRIDGE STANDARDS
SHEET 3 OF 8
1007.03
REVISION DATE
07/12
SPECIFICATION
REFERENCE

SPECIFICATION
REFERENCE
WF1 WF2 WF3
*
WING SIZE a LENGTH SIZE
Ea
a LENGTH * a LENGTH
SIZE
FROM TO VARY BY FROM TO VARY BY Ea FROM TO VARY BY FROM TO VARY BY
A 4 6’-5" 7’-9" 2 4 1’-2" 8’-2" - 2’-6" 9’-6" - 2 4 3’-5" 2’-6" 0’-1" 4’-9" 3’-11"
B 4 7’-5" 8’-9" 2 4 1’-5" 9’-5" - 2’-9" 10’-9"
- 2 4 3’-5" 2’-6" 0’-1" 4’-9" 3’-11"
C 4 8’-5" 9’-9" 2 4 1’-8" 10’-8"
D 4 9’-5" 10’-9" 2 4 4’-5" 4’-5"
E 4 10’-5" 11’-9" 2 4 4’-11" 4’-11"
F 4 11’-5" 12’-9" 2 4 5’-5" 5’-5"
5’-9"
6’-3"
6’-9"
12’-0" - 2 4
5’-9" - 2 4
6’-3" - 2 4
6’-9" - 2 4
G 4 12’-5" 13’-9" 2 4 7’-6" 7’-6" - 8’-11" 8’-11" - 2 4
H 4 13’-5" 14’-9" 2 4 8’-2" 8’-2"
9’-6" - 2 4
I 4 14’-5" 15’-9" 2 4 9’-11" 3’-11" 6’-0" 11’-3" 5’-3" 6’-0" 2 4
J 4 15’-5" 16’-9" 2 4 10’-7" 4’-2"
K 4 16’-5" 17’-9" 2 4 12’-2" 6’-6"
L 4 17’-5" 18’-9" 2 4 12’-11" 6’-11"
M 4 18’-5" 19’-9" 2 4 14’-4" 3’-5"
N 4 18’-5" 19’-9" 2 4 14’-4" 3’-5"
O 4 19’-5" 20’-9" 2 4 15’-8" 5’-8"
P 4 20’-5" 21’-9" 2 4 19’-1" 3’-4"
Q 4 21’-5" 22’-9" 2 4 20’-0" 3’-6"
R 4 22’-5" 23’-9" 2 4 21’-1" 5’-9"
S 4 23’-5" 24’-9" 2 4 22’-2" 3’-0"
T 4 24’-5" 25’-9" 2 4 23’-2" 3’-2"
13’-6"
14’-3"
15’-8"
15’-8"
17’-0"
20’-5"
21’-5"
22’-6"
23’-7"
24’-6"
5’-7" 6’-4"" 2 4
7’-10" 5’-8" 2 4
8’-3" 6’-0" 2 4
4’-10" 5’-5" 2 4
4’-10" 5’-5" 2 4
7’-0" 5’-0" 2 4
4’-8" 5’-3" 2 4
4’-11" 5’-6" 2 4
1
7’-2" 5’-13"
2 4
4’-4" 4’-9" 2 4
4’-6" 5’-0" 2 4
U 4 25’-5" 26’-9" 2 4 24’-2" 5’-3" 4’-8" 25’-7" 6’-8" 4’-8" 2 4
V 4 26’-5" 27’-9" 2 4 25’-3" 2’-9" 4’-6" 26’-8" 4’-2" 4’-6" 2 4
W 4 27’-5" 28’-9" 2 4 26’-4" 4’-9"
X 4 28’-5" 30’-3" 2 5 26’-0" 5’-3"
Y 4 29’-5" 31’-9" 2 5 29’-1" 5’-1"
Z 4 30’-5" 32’-9" 2 5 30’-1" 2’-11"
AA 4 31’-5" 33’-9" 2 5 31’-1" 4’-9"
BB 4 32’-5" 34’-9" 2 5 32’-1" 4’-4"
CC 4 33’-5" 35’-9" 2 5 33’-1" 2’-6"
DD 5 34’-5" 37’-8" 2 5 32’-11" 4’-11"
-
-
-
-
-
6’-4"
5’-8"
6’-0"
5’-5"
5’-5"
5’-0"
5’-3"
5’-6"
1
5’-13"
4’-9"
5’-0"
4’-3"
4’-1"
4’-0"
3’-10"
3’-9"
3’-5"
3’-4"
3’-6"
27’-9"
31’-4"
32’-5"
33’-5"
34’-5"
6’-2" 4’-3" 2 4
7’-1" 4’-1" 2 5
4’-8" 4’-0" 2 5
5’-3" 3’-10" 2 5
7’-0" 3’-9" 2 5
6’-7" 3’-5" 2 5
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE
WING DETAILS
2: 1 FILL SLOPE -TYPE I
VIRGINIA DEPARTMENT OF TRANSPORTATION
3’-11"
3’-11"
3’-11"
4’-5"
4’-0"
3’-11"
4’-3"
4’-3"
4’-7"
4’-7"
5’-0"
5’-3"
5’-4"
4’-11"
5’-4"
5’-4"
5’-6"
5’-2"
5’-6"
6’-2"
6’-6"
6’-7"
6’-11"
7’-5"
1
2’-6" 0’-13"
4’-9" 3’-11"
2’-6" 0’-1" 5’-3" 3’-11"
2’-6" 0’-1" 5’-3" 3’-11"
2’-6"
2’-6"
2’-6"
2’-6"
2’-6"
2’-6"
2’-7"
2’-7"
2’-7"
2’-7"
3’-0"
3’-0"
3’-0"
3’-0"
3’-0"
3’-0"
3’-0"
3’-0"
3’-6"
5’-9"
5’-9"
5’-4"
5’-3"
5’-8"
5’-7"
5’-11"
5’-11"
6’-4"
6’-8"
6’-8"
6’-4"
6’-8"
6’-9"
6’-11"
6’-7"
6’-11"
8’-0"
3’-11"
3’-11"
3’-11"
3’-10"
3’-10"
3’-11"
3’-11"
3’-11"
3’-11"
3’-11"
4’-4"
4’-4"
4’-4"
4’-4"
4’-4"
4’-4"
4’-4"
4’-4"
5’-4"
4’-0" 0’-3" 8’-10" 6’-4"
4’-0"
4’-0"
4’-0"
35’-5" 4’-10" 3’-4" 2 5 7’-10" 4’-0"
36’-3"
8’-3" 3’-6" 2 5 7’-11" 4’-6"
EE 5 35’-5" 38’-8" 2 5 33’-11" 3’-1" 3’-5" 37’-3" 6’-5" 3’-5" 2 5 8’-0" 4’-6"
3’-0"
9’-6"
11’-11"
27’-8"
3’-5"
4’-5"
0’-1"
0’-1"
0’-1"
0’-2"
0’-1"
0’-2"
0’-2"
0’-2"
0’-2"
0’-2"
0’-2"
0’-2"
0’-2"
0’-2"
0’-2"
0’-2"
0’-2"
0’-2"
0’-3"
0’-3"
0’-3"
0’-3"
0’-3"
0’-3"
0’-3"
5’-3"
8’-11"
9’-3"
9’-9"
10’-2"
11’-3"
11’-4"
6’-4"
6’-4"
6’-4"
6’-4"
7’-10"
7’-10"
07/12
0’-1"
0’-1"
1
0’-13"
0’-1"
0’-1"
0’-1"
0’-1"
0’-1"
0’-2"
0’-1"
0’-2"
0’-2"
0’-2"
0’-2"
0’-2"
0’-2"
0’-2"
0’-2"
0’-2"
0’-2"
0’-2"
0’-2"
0’-2"
0’-3"
0’-3"
0’-3"
0’-3"
0’-3"
0’-3"
0’-3"
0’-3"
BCW-21
ROAD AND BRIDGE STANDARDS
REVISION DATE
SHEET 4 OF 8
1007.04

BCW-21
WF4 WF5 WF6
WING SIZE LENGTH SIZE
07/12
a LENGTH
a LENGTH
SIZE
FROM TO VARY BY FROM TO VARY BY FROM TO VARY BY FROM TO VARY BY
A 4 6’-2" - - - - - - - 4 3’-4" 2’-6" 0’- 1" 4’-9" 3’-10"
B 4 7’-2" - - - - - - - 4 3’-4" 2’-6" 0’- 1" 4’-9" 3’-10"
C 4 8’-2" - - - - - - - 4 3’-4" 2’-6" 1
0’- 1 " 4’-9" 3’-10"
3
D 4 9’-3" - - - - - - - 4 3’-10" 2’-6" 0’- 1" 5’-3" 3’-10"
E 4 10’-3" - - - - - - - 4 3’-10" 2’-6" 0’- 1" 5’-3" 3’-10"
F 4 11’-3" - - - - - - - 4 3’-10" 2’-6" 0’- 1" 5’-3" 3’-10"
G 4 12’-3" - - - - - - - 4 4’-4" 2’-6" 0’- 1" 5’-9" 3’-10"
H 4 13’-3" - - - - - - - 4 4’-4" 2’-6"
I 4 14’-4" 4 4’-11" 4’-2" 0’- 1" 6’-3" 5’-6" 0’- 1" 4 4’-10" 2’-6"
J 4 15’-4" 4 4’-11" 4’-1" 0’- 1" 6’-3" 5’-5" 0’- 1" 4 4’-10" 2’-6"
K 4 16’-5" 4 5’-5" 4’-5" 0’- 1" 6’-9" 5’-10" 0’- 1" 4 5’-4" 2’-6"
L 4 17’-5" 4 5’-5" 4’-5" 0’- 1" 6’-9" 5’-9" 0’- 1" 4 5’-4" 2’-6"
M 4 18’-5" 5 5’-11" 4’-9" 0’- 1" 7’-2" 6’-1" 0’- 1" 4 5’-10" 2’-6"
N 4 18’-5" 5 5’-11" 4’-9" 0’- 1" 7’-2" 6’-1" 0’- 1" 4 5’-10" 2’-6"
O 4 19’-6" 5 6’-4" 5’-2" 0’- 1" 7’-8" 6’-6" 0’- 1" 4 6’-4" 2’-6"
P 4 20’-6" 6 6’-11" 5’-5" 0’- 1" 8’-2" 6’-9" 0’- 1" 4 6’-10" 3’-0"
Q 4 21’-6" 6 6’-11" 5’-6" 0’- 1" 8’-2" 6’-9" 0’- 1" 4 6’-10" 3’-0"
R 4 22’-7" 5 6’-5" 5’-1" 0’- 1" 7’-9" 6’-5" 0’- 1" 4 7’-4" 3’-0"
S 4 23’-7" 5 6’-11" 5’-6" 0’- 1" 8’-2" 6’-10" 0’- 1" 4 7’-10" 3’-0"
T 4 24’-7" 6 6’-11" 5’-7" 0’- 1" 8’-2" 6’-10" 0’- 1" 4 7’-10" 3’-0"
U 4 25’-9" 6 7’-2" 5’-9" 0’- 1" 8’-5" 7’-0" 0’- 1" 4 8’-4" 3’-0"
V 4 26’-10" 6 7’-7" 5’-5" 0’- 2" 8’-10" 6’-8" 0’- 2" 4
W 4 27’-11" 7 8’-0" 5’-9" 0’- 2" 9’-3" 7’-0" 0’- 2" 4 9’-4"
X 4 29’-0" 6 8’-9" 6’-4" 0’- 2" 10’-6" 8’-2" 0’- 2" 5 10’-4"
Y 4 30’-1" 6 9’-11" 6’-9" 0’- 1" 12’-2" 9’-0" 0’- 1" 5 11’-4"
Z 4 31’-2" 6 10’-1" 6’-10" 0’- 21"
12’-5" 9’-1" 0’- 21"
5 11’-10"
3
3
AA 4 32’-3" 7 10’-7" 7’-2" 0’- 2" 12’-9" 9’-5" 0’- 2" 5 12’-4"
BB 4 33’-6" 7 11’-5" 7’-9" 0’- 2" 13’-7" 9’-11" 0’- 2" 5 13’-4"
CC 4 34’-7" 7 11’-10" 8’-1" 0’- 2" 14’-1" 10’-4" 0’- 2" 5 13’-10"
DD 5 35’-7" 7 11’-10" 8’-2" 0’- 2" 15’-1" 11’-5" 0’- 2" 5 14’-4" 4’-7"
EE 5 36’-8" 7 12’-0" 8’-3" 0’- 2" 15’-3" 11’-6" 0’- 2" 5 14’-10" 4’-7"
ROAD AND BRIDGE STANDARDS
SHEET 5 OF 8
1007.05
REVISION DATE
8’-10"
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE
WING DETAILS
3’-1"
2: 1 FILL SLOPE - TYPE I
VIRGINIA DEPARTMENT OF TRANSPORTATION
0’- 1"
0’- 2"
0’- 1"
0’- 2"
0’- 2"
0’- 2"
0’- 2"
0’- 2"
0’- 2"
0’- 2"
0’- 2"
0’- 2"
0’- 2"
0’- 2"
0’- 2"
6’-3"
6’-3"
6’-9"
6’-9"
7’-2"
7’-2"
7’-8"
8’-2"
8’-2"
8’-8"
9’-2"
9’-2"
9’-8"
10’-2"
3’-1" 0’- 2" 10’-8"
3’-7" 0’- 2" 12’-2"
4’-1" 0’- 3" 13’-8"
4’-1" 0’- 3" 14’-2"
4’-1" 0’- 3" 14’-8"
4’-1" 0’- 3" 15’-8"
4’-1" 0’- 3" 16’-2"
0’- 3"
0’- 3"
5’-9"
17’-8"
18’-2"
3’-10"
3’-11"
3’-10"
3’-11"
3’-11"
3’-11"
3’-11"
3’-11"
4’-5"
4’-5"
4’-5"
4’-5"
4’-5"
4’-5"
4’-5"
4’-5"
5’-5"
6’-5"
6’-5"
6’-5"
6’-5"
6’-5"
7’-11"
7’-11"
0’- 1"
0’- 1"
1
0’- 13"
0’- 1"
0’- 1"
0’- 1"
0’- 1"
0’- 1"
0’- 2"
0’- 1"
0’- 2"
0’- 2"
0’- 2"
0’- 2"
0’- 2"
0’- 2"
0’- 2"
0’- 2"
0’- 2"
0’- 2"
0’- 2"
0’- 2"
0’- 2"
0’- 2"
0’- 3"
0’- 3"
0’- 3"
0’- 3"
0’- 3"
0’- 3"
0’- 3"
SPECIFICATION
REFERENCE

WING SIZE
SPECIFICATION
REFERENCE
WF7 WF8 WF9 WF10 WF11
a LENGTH
FROM TO VARY BY FROM TO VARY BY
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE
WING DETAILS
2: 1 FILL SLOPE - TYPE I
VIRGINIA DEPARTMENT OF TRANSPORTATION
07/12
BCW-21
SIZE LENGTH SIZE LENGTH SIZE LENGTH SIZE a LENGTH * Ea
A - - - - - - - 4 6’-2" 4 3’-2" 4 2’-2" 4 2’-2" 4’-2" 4
B - - - - - - - 4 7’-2" 4 3’-2" 4 2’-2" 4 2’-2" 4’-2" 4
C - - - - - - - 4 8’-2" 4 3’-2" 4 2’-2" 4 2’-2" 4’-2" 4
D - - - - - - - 4 9’-2" 4 3’-8" 4 2’-2" 4 2’-2" 4’-2" 4
E - - - - - - - 4 10’-2" 4 3’-8" 4 2’-2" 4 2’-2" 4’-2" 4
F - - - - - - - 4 11’-2" 4 3’-8" 4 2’-2" 4 2’-2" 4’-2" 4
G - - - - - - - 4 12’-2" 4 4’-2" 4 2’-2" 4 2’-2" 4’-2" 4
H - - - - - - - 4 13’-2" 4 4’-2" 4 2’-2" 4 2’-2" 4’-2" 4
I - - - - - - - 4 14’-2" 4 4’-8" 4 2’-2" 4 2’-2" 4’-2" 4
J - - - - - - - 4 15’-2" 4 4’-8" 4 2’-2" 4 2’-2" 4’-2" 4
K - - - - - - - 4 16’-2" 4 5’-2" 4 2’-2" 4 2’-2" 4’-2" 4
L - - - - - - - 4 17’-2" 4 5’-2" 4 2’-2" 4 2’-2" 4’-2" 4
M - - - - - - - 4 18’-2" 4 5’-8" 4 2’-2" 4 2’-2" 4’-2" 4
N - - - - - - - 4 18’-2" 4 5’-8" 4 2’-2" 4 2’-2" 4’-2" 4
O - - - - - - - 4 19’-2" 4 6’-2" 4 2’-2" 4 2’-2" 4’-2" 4
P - - - - - - - 4 20’-2" 4 6’-8" 4 2’-8" 4 2’-2" 4’-2" 4
Q - - - - - - - 4 21’-2" 4 6’-8" 4 2’-8" 4 2’-2" 4’-2" 4
R 5 7’-4" 6’-7" 0’-1" 8’-8" 7’-11" 0’-1" 4 22’-2" 4 7’-2" 4 2’-8" 4 2’-2" 4’-2" 4
S 6 7’-10" 7’-0" 0’-1" 9’-2" 8’-4" 0’-1" 4 23’-2" 4 7’-8" 4 2’-8" 4 2’-2" 4’-2" 4
T 6 7’-10" 7’-1" 0’-1" 9’-2" 8’-4" 0’-1" 4 24’-2" 4 7’-8" 4 2’-8" 4 2’-2" 4’-2" 4
U 6 8’-4" 7’-4" 0’-1" 9’-8" 8’-7" 0’-1" 4 25’-2" 4 8’-2" 4 2’-8" 4 2’-2" 4’-2" 4
1
1
V 6 8’-10" 7’-9" 0’-13"
10’-2" 9’-0" 0’-13"
4 26’-2" 4 8’-8" 4 2’-8" 4 2’-2" 4’-2" 4
W 6 9’-4" 8’-2" 0’-1" 10’-8" 9’-6" 0’-1" 4 27’-2" 4 9’-2" 4 2’-8" 4 2’-2" 4’-2" 4
X 6 10’-4" 8’-11" 0’-1" 12’-2" 10’-8" 0’-1" 4 28’-2" 4 10’-2" 4 3’-2" 4 2’-2" 4’-2" 4
Y 7 11’-4" 10’-1" 0’-1" 13’-7" 12’-4" 0’-1" 4 29’-2" 4 11’-2" 4 3’-8" 4 2’-2" 4’-2" 4
Z 7 11’-10" 10’-4" 0’-1" 14’-1" 12’-6" 0’-1" 4 30’-2" 4 11’-8" 4 3’-8" 4 2’-2" 4’-2" 4
AA 7 12’-4" 10’-9" 0’-1" 14’-7" 13’-0" 0’-1" 4 31’-2" 4 12’-2" 4 3’-8" 4 2’-2" 4’-2" 4
BB 7 13’-4" 11’-7" 0’-1" 15’-7" 13’-10" 0’-1" 4 32’-2" 4 13’-2" 4 3’-8" 4 2’-2" 4’-2" 4
CC 7 13’-10" 12’-1" 0’-1" 16’-1" 14’-4" 0’-1" 4 33’-2" 4 13’-8" 4 3’-8" 4 2’-2" 4’-2" 4
DD 7 14’-4" 12’-1" 0’-1" 17’-7" 15’-3" 0’-1" 5 34’-2" 5 14’-2" 5 4’-2" 5 2’-9" 5’-4" 4
EE 7 14’-10" 12’-3" 0’-1" 18’-1" 15’-5" 0’-1"
5 35’-2" 5 14’-8" 5 4’-2" 5 2’-9" 5’-4" 4
ROAD AND BRIDGE STANDARDS
REVISION DATE
SHEET 6 OF 8
1007.06

BCW-21
WING
07/12
STEM BAR SPACINGS WV1 WV2
WV1 WV2 WV3 WV4 WH1 WH2
a LENGTH
LENGTH
SIZE
SIZE
O P Q R S T U V W X Y Z FROM TO VARY BY FROM TO VARY BY FROM TO VARY BY
1
1
A 6 6’-0" 5 6’-3" - - - - - - 1 1’-3" 4 4’-11" 2’-9" 0’-4 3"
6’-10" 4’-8" 0’-4 3"
4 4’-11" 2’-8"
B 7 7’-0" 6 7’-6" - - - - 1 0’-6" 1 1’-3" 4 5’-5" 2’-9" 0’-4" 7’-4" 4’-8" 0’-4" 4 5’-5" 2’-7"
C 8 8’-0" 6 7’-6" - - - - 1 1’-0" 1 1’-3" 4 5’-11" 3’-0" 0’-4" 7’-10" 4’-11" 0’-4" 4 5’-11" 3’-2"
D 9 9’-0" 7 8’-9" - - - - - - 2 2’-6" 4 6’-11" 3’-3" 0’-4" 8’-10" 5’-2" 0’-4"
4 6’-11" 3’-5"
E 10 10’-0" 8 10’-0" - - - - 1 0’-9" 2 2’-6" 4 6’-11" 3’-3" 0’-4" 8’-10" 5’-2" 0’-4" 4 6’-11" 3’-3"
F 11 11’-0" 9 11’-3" - - - - 1 1’-3" 2 2’-6" 4 7’-5" 3’-3" 0’-4" 9’-4" 5’-2" 0’-4" 4 7’-5" 3’-2"
G 12 12’-0" 10 12’-6" - - - - 2 1’-9" 2 2’-6" 4 7’-11" 3’-6" 0’-4" 9’-10" 5’-5" 0’-4" 4 7’-11" 3’-4"
H 13 13’-0" 10 12’-6" - - - - 1 1’-0" 3 3’-9" 4 8’-5" 3’-6" 0’-4" 10’-4" 5’-5" 0’-4" 4 8’-5" 3’-8"
I 9 9’-0" 11 13’-9" 6 4’-6" - - 2 1’-6" 3 3’-9" 4 6’-11" 3’-7" 0’-4" 8’-9" 5’-6" 0’-4" 4 8’-11" 3’-10"
J 9 9’-0" 12 15’-0" 7 5’-3" - - 2 2’-0" 3 3’-9" 4 7’-1" 3’-8" 0’-4" 8’-11" 5’-7" 0’-4" 4 9’-5" 3’-9"
K 10 10’-0" 13 16’-3" 7 5’-3" - - 1 1’-3" 4 5’-0" 4 7’-7" 3’-11" 0’-4" 9’-6" 5’-10" 0’-4" 4 9’-11" 3’-11"
L 10 10’-0" 14 17’-6" 8 6’-0" - - 2 1’-9" 4 5’-0" 4 7’-9" 4’-0" 0’-4" 9’-8" 5’-11" 0’-4" 4 10’-5" 3’-10"
M 11 11’-0" 14 17’-6" 8 6’-0" - - 2 2’-3" 4 5’-0" 4 8’-4" 4’-3" 0’-4" 10’-3" 6’-2" 0’-4" 4 10’-11" 4’-5"
N 11 11’-0" 14 17’-6" 8 6’-0" - - 3 2’-9" 4 5’-0" 5 8’-10" 4’-9" 0’-4" 10’-9" 6’-8" 0’-4" 4 11’-5" 4’-11"
O 12 12’-0" 15 18’-9" 8 6’-0" - - 2 2’-0" 5 6’-3" 5 9’-3" 4’-9" 0’-4" 11’-3" 6’-8" 0’-4" 4 11’-11" 4’-10"
P 12 12’-0" 16 20’-0" 10 7’-6" - - 2 2’-6" 5 6’-3" 5 9’-3" 4’-10" 0’-4" 11’-3" 6’-9" 0’-4" 4 12’-5" 5’-0"
Q 13 13’-0" 17 21’-3" 10 7’-6" - - 3 3’-0" 5 6’-3" 5 9’-9" 4’-10" 0’-4" 11’-8" 6’-9" 0’-4" 4 12’-11" 4’-11"
R 10 10’-0" 18 22’-6" 9 6’-9" 8 4’-0" 3 3’-6" 5 6’-3" 5 8’-9" 5’-1" 0’-4" 10’-9" 7’-0" 0’-4" 4 13’-5" 5’-1"
S 11 11’-0" 18 22’-6" 9 6’-9" 8 4’-0" 3 2’-9" 6 7’-6" 5 9’-3" 5’-1" 0’-4" 11’-2" 7’-0" 0’-4" 4 13’-11" 5’-5"
T 12 12’-0" 19 23’-9" 9 6’-9" 8 4’-0" 3 3’-3" 6 7’-6" 5 9’-9" 5’-4" 0’-4" 11’-9" 7’-3" 0’-4" 4 14’-5" 5’-7"
U 12 12’-0" 20 25’-0" 9 6’-9" 10 5’-0" 3 3’-9" 6 7’-6" 5 9’-10" 5’-4" 0’-4" 11’-9" 7’-3" 0’-4" 4 14’-11" 5’-6"
V 10 10’-0" 21 26’-3" 13 9’-9" 10 5’-0" 3 3’-0" 7 8’-9" 5 9’-3" 5’-7" 0’-4" 11’-3" 7’-6" 0’-4" 4 15’-5" 5’-8"
W 11 11’-0" 22 27’-6" 13 9’-9" 10 5’-0" 3 3’-6" 7 8’-9" 5 9’-9" 5’-7" 0’-4" 11’-8" 7’-6" 0’-4" 4 15’-11" 5’-7"
X 11 11’-0" 22 27’-6" 13 9’-9" 12 6’-0" 4 4’-0" 7 8’-9" 5 10’-2" 6’-1" 0’-4" 12’-1" 8’-0" 0’-4" 4 16’-8" 6’-5"
Y 10 10’-0" 23 28’-9" 17 12’-9" 10 5’-0" 3 3’-3" 8 10’-0" 5 10’-1" 6’-4" 0’-4" 12’-0" 8’-3" 0’-4" 4 17’-5" 6’-7"
Z 10 10’-0" 24 30’-0" 17 12’-9" 12 6’-0" 3 3’-9" 8 10’-0" 5 10’-4" 6’-7" 0’-4" 12’-3" 8’-6" 0’-4" 4 17’-11" 6’-9"
AA 11 11’-0" 25 31’-3" 17 12’-9" 12 6’-0" 4 4’-3" 8 10’-0" 5 10’-9" 6’-7" 0’-4" 12’-8" 8’-6" 0’-4" 4 18’-5" 6’-8"
BB 12 12’-0" 26 32’-6" 17 12’-9" 12 6’-0" 4 4’-9" 8 10’-0" 6 11’-3" 6’-10" 0’-4" 13’-4" 8’-10" 0’-4" 4 18’-11" 6’-10"
CC 13 13’-0" 26 32’-6" 17 12’-9" 12 6’-0" 4 4’-0" 9 11’-3" 6 11’-9" 6’-10" 0’-4" 13’-9" 8’-10" 0’-4" 4 19’-5" 7’-2"
DD 12 12’-0" 27 33’-9" 17 12’-9" 16 8’-0" 4 4’-6" 9 11’-3" 6 12’-1" 7’-7" 0’-4" 14’-1" 9’-7" 0’-4" 4 20’-5" 7’-10"
EE 12 12’-0" 28 35’-0" 17 12’-9" 18 9’-0" 4 5’-0" 9 11’-3" 6 12’-1" 7’-7" 0’-4" 14’-1" 9’-7" 0’-4" 4 20’-11" 7’-9" 0’-5"
ROAD AND BRIDGE STANDARDS
SHEET 7 OF 8
1007.07
REVISION DATE
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE
WING DETAILS
2: 1 FILL SLOPE - TYPE I
VIRGINIA DEPARTMENT OF TRANSPORTATION
0’-5"
0’-5"
0’-5"
0’-6"
0’-5"
0’-5"
0’-5"
0’-5"
0’-5"
0’-5"
0’-5"
0’-5"
0’-5"
0’-5"
0’-5"
0’-5"
0’-5"
0’-5"
0’-5"
0’-5"
0’-5"
0’-5"
0’-5"
0’-5"
0’-5"
0’-5"
0’-5"
0’-5"
0’-5"
0’-5"
SPECIFICATION
REFERENCE

WING SIZE
SPECIFICATION
REFERENCE
WV3 WV4 WH1 WH2 WH3
a LENGTH
a LENGTH
LENGTH
FROM TO VARY BY FROM TO VARY BY
SIZE
FROM TO VARY BY FROM TO
SIZE LENGTH * Ea
VARY BY
SIZE
FROM TO VARY BY * EA
SIZE LENGTH
A - - - - - - - - - - - - -
B - - - - - - - - - - - - -
C - - - - - - - - - - - - -
D - - - - - - - - - - - - -
E - - - - - - - - - - - - -
F - - - - - - - - - - - - -
G - - - - - - - - - - - - -
H - - - - - - - - - - - - -
I 4 8’-11" 7’-3" 0’-3" 10’-10" 9’-2" 0’-3" - - - - - -
J 4 9’-5" 7’-5" 0’-3" 11’-4" 9’-4" 0’-3" - - - - - -
K 5 9’-11" 8’-0" 0’-3" 11’-10" 9’-11" 0’-3" - - - - - -
L 5 10’-5" 8’-2" 0’-3" 12’-4" 10’-1" 0’-3" - - - - - -
M 6 10’-11" 8’-8" 0’-3" 12’-11" 10’-9" 0’-3" - - - - - -
N 6 11’-5" 9’-2" 0’-3" 13’-5" 11’-3" 0’-3" - - - - - -
O 6 11’-11" 9’-8" 0’-3" 13’-11" 11’-8" 0’-3" - - - - - -
P 6 12’-5" 9’-8" 0’-3" 14’-5" 11’-8" 0’-3" - - - - - -
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE
WING DETAILS
2: 1 FILL SLOPE - TYPE I
VIRGINIA DEPARTMENT OF TRANSPORTATION
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
07/12
BCW-21
4 6’-6" 2 4 6’-0" 2’-7" 3’-4" 2 4 6’-11"
4 7’-6" 2 4 5’-9" 2’-6" 3’-2" 2 4 8’-1"
4 8’-6" 2 4 6’-0" 2’-7" 3’-4" 2 4 9’-1"
4 9’-6" 2 4 9’-1" 2’-6" 3’-3" 2 4 10’-1"
4 10’-6" 2 4 9’-4" 2’-7" 3’-4" 2 4 11’-1"
4 11’-6" 2 4 9’-1" 2’-6" 3’-3" 2 4 12’-4"
4 12’-6" 2 4 9’-4" 2’-7" 3’-4" 2 4 13’-4"
4 13’-6" 2 4 12’-4" 2’-6" 3’-3" 2 4 14’-4"
4 14’-6" 2 4 12’-7" 2’-7" 3’-4" 2 4 15’-6"
4 15’-6" 2 4 12’-4" 2’-6" 3’-3" 2 4 16’-6"
4 16’-6" 2 4 16’-0" 2’-7" 3’-4" 2 4 17’-6"
4 17’-6" 2 4 15’-9" 2’-7" 3’-3" 2 4 18’-9"
4 18’-6" 2 4 16’-0" 2’-7" 3’-4" 2 4 19’-9"
4 18’-6" 2 4 16’-0" 2’-7" 3’-4" 2 4 19’-9"
4 19’-6" 2 4 19’-0" 2’-6" 3’-3" 2 4 20’-9"
4 20’-6" 2 4 19’-3" 2’-7" 3’-4" 2 4 21’-11"
Q 7 12’-11"10’-1" 0’-3" 15’-0" 12’-3" 0’-3" - - - - - - - 4 21’-6" 2 4 19’-0" 2’-6" 3’-3" 2 4 23’-0"
R 6 11’-8" 9’-2" 0’-3" 13’-8" 11’-2" 0’-3" 6 13’-5" 11’-11" 0’-2" 15’-5" 14’-0" 0’-2" 4 22’-6" 2 4 19’-3" 2’-7" 3’-4" 2 4 24’-0"
S 6 12’-2" 9’-7" 0’-3" 14’-2" 11’-7" 0’-3" 6 13’-11" 12’-5" 0’-2" 15’-11"14’-5" 0’-2" 4 23’-6" 2 4 22’-5" 2’-7" 3’-3" 2 4 25’-2"
T 6 12’-8" 10’-2" 0’-3" 14’-8" 12’-2" 0’-3" 6 14’-5" 12’-11" 0’-2" 16’-5" 15’-0" 0’-2" 4 24’-6" 2 4 22’-8" 2’-7" 3’-4" 2 4 26’-2"
U 7 12’-9" 10’-3" 0’-3" 14’-10" 12’-4" 0’-3" 7 14’-11" 13’-0" 0’-2" 17’-0" 15’-2" 0’-2" 4 25’-6" 2 4 22’-5" 2’-7" 3’-3" 2 4 27’-3"
V 7 13’-3" 9’-8" 0’-3" 15’-5" 11’-9" 0’-3" 7 15’-5" 13’-7" 0’-2" 17’-6" 15’-8" 0’-2" 4 26’-6" 2 4 26’-0" 2’-7" 3’-4" 2 4 28’-3"
W 7 13’-9" 10’-1" 0’-3" 15’-10" 12’-2" 0’-3" 7 15’-11" 14’-0" 0’-2" 18’-0" 16’-2" 0’-2" 4 27’-6" 2 4 25’-9" 2’-6" 3’-3" 2 4 29’-5"
X 7 14’-2" 10’-6" 0’-3" 16’-3" 12’-8" 0’-3" 7 16’-8" 14’-5" 0’-2" 18’-9" 16’-7" 0’-2" 4 28’-6" 2 4 26’-0" 2’-7" 3’-4" 2 4 30’-5"
Y 7 15’-3" 10’-6" 0’-3" 17’-4" 12’-7" 0’-3" 7 17’-5" 15’-6" 0’-2" 19’-6" 17’-8" 0’-2" 4 29’-6" 2 4 29’-0" 2’-7" 3’-3" 2 4 31’-6"
Z 7 15’-5" 10’-8" 0’-3" 17’-6" 12’-9" 0’-3" 7 17’-11" 15’-8" 0’-2" 20’-0"17’-10" 0’-2" 4 30’-6" 2 4 29’-3" 2’-7" 3’-4" 2 4 32’-7"
AA 7 15’-11" 11’-1" 0’-3" 18’-0" 13’-2" 0’-3" 7 18’-5" 16’-2" 0’-2" 20’-6" 18’-3" 0’-2" 4 31’-6" 2 4 29’-0" 2’-7" 3’-3" 2 4 33’-7"
BB 8 16’-5" 11’-8" 0’-3" 18’-7" 13’-10" 0’-3" 8 18’-11" 16’-8" 0’-2" 21’-1"18’-11" 0’-2" 4 32’-6" 2 4 29’-3" 2’-7" 3’-4" 2 4 34’-7"
CC 8 16’-11"12’-1" 0’-3" 19’-1" 14’-4" 0’-3" 8 19’-5" 17’-2" 0’-2" 21’-7" 19’-4" 0’-2" 4 33’-6" 2 4 32’-4" 2’-7" 3’-3" 2 4 35’-10"
DD 8 17’-2" 12’-5" 0’-3" 19’-4" 14’-7" 0’-3" 8 20’-5" 17’-5" 0’-2" 22’-7" 19’-8" 0’-2" 4 34’-6" 2 4 32’-7" 2’-8" 3’-4" 2 4 36’-10"
EE 8 17’-3" 12’-6" 0’-3" 19’-6" 14’-8" 0’-3" 9 20’-11" 17’-6" 0’-2" 23’-4" 20’-0" 0’-2" 4 35’-6" 2 4 32’-4" 2’-7" 3’-3" 2 4 37’-11"
ROAD AND BRIDGE STANDARDS
REVISION DATE
SHEET 8 OF 8
1007.08

BCW-22
GENERAL NOTES
Specifications:
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 8
1007.09
AASHTO LRFD Bridge Design Specifications 5th Edition 2010; 2011 Interim Revisions; and
VDOT Modifications
Limits of validity for Standard Wingwall design
The standard wingwall designs are based on the following assumptions:
Backfill
there is no structural connection between the wall and the box culvert
traffic surcharge loading is neglected.
Backfill shall comprise granular material with an internal friction angle F’ of at least 32 .
Cohesive backfill shall not be permitted. Compaction of the backfill material within a distance of
one-half the height of the wall shall be by hand compactors only.
Drainage
The Contractor shall provide the drainage system indicated on Sheet 2.
The cost for the drainage system (including porous backfill, 6" diameter non-rigid tubing and
other items required) shall be incidental to the cost bid for Concrete.
Concrete
All concrete shall be Class A4.
Reinforcement
Deformed reinforcing bars shall conform to ASTM A615, Grade 60. All reinforcing bar dimensions on
the detailed drawings are to centers of bars except where otherwise noted and are subject to
fabrication and construction tolerances.
Dimensions on bar diagrams are out-to-out of bars. Bars are straight unless otherwise shown.
The concrete cover to the outermost reinforcement bars shall be as follows:
Wall footing (all faces) 3" minimum cover
Wall stem (all faces) 2" minimum cover
At the Contractor’s option WV Series bars may be spliced at top of the footing in order to
facilitate construction. Splice lengths shall be in accordance with Table C on Sheet 2. No
additional compensation shall be provided for the increase in reinforcing steel quantity due to
the splices.
Miscellaneous
Weepholes shall be placed at the lowest point feasible for free drainage away from the wing.
Four Type I Wings are to be used for straight crossings and skews up to 20 . Two Type I and
two Type II Wings are to be used for skews from 25 to 45 . For skews above 45 , special design
wings are required. The wingwall to be used for each culvert is shown on the BC series sheets.
The designs shown are applicable for a 45 skew with the roadway and other conditions
indicated. Any change in these conditions invalidates these designs.
Quantities shown are for one wing.
REVISION DATE
07/12
WING DETAIL
VIRGINIA DEPARTMENT OF TRANSPORTATION
WING
A
E
F
I
J
K
L
M
N
P
Q
R
T
U
V
W
X
Y
Z
AA
BB
CC
DD
EE
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE
2: 1 FILL SLOPE - TYPE II
B
C
D
G
H
O
S
2.9
3.5
3.9
4.6
5.5
6.2
7.1
7.9
Wall Quantities
Concrete Reinforcement
ksf
High
CY LB End
8.8
9.7
10.9
11.8
13.1
14.1
15.3
16.8
17.9
19.1
20.8
22.0
23.5
25.3
29.2
34.5
36.3
38.8
41.0
42.9
46.6
50.5
52.5
253
309
334
371
434
472
550
590
661
742
856
950
1124
1241
1350
1508
1773
1812
2030
2223
2475
2682
3124
3479
3853
4162
4469
4902
5345
5863
6610
qr_min qr_min
0.91
1.05
1.21
1.40
1.49
1.71
1.79
2.03
2.10
2.36
2.43
2.70
2.76
3.05
3.10
3.17
3.45
3.76
3.80
4.13
4.16
4.21
4.43
4.85
5.19
5.23
5.28
5.61
5.40
5.28
5.55
ksf
Low
End
0.41
0.41
0.41
0.41
0.41
0.41
0.41
0.41
0.41
0.41
0.41
0.41
0.41
0.41
0.41
0.41
0.41
0.41
0.41
0.41
0.41
0.41
0.44
0.48
0.48
0.48
0.48
0.48
0.48
0.48
0.48
SPECIFICATION
REFERENCE

WF9-NN
eq. spa.=00
side
K1
N1
WF2-AA @ 12"
= BB top
and bot.
WH2 - Y spa.
@ 1’-3" = Z
1’-3"
WH1-W eq. spa. = X
both faces
3"
12"
L1
WF11-NN eq. spa.
= 00 each corner
of footing
SPECIFICATION
REFERENCE
3"
3"
3"
both faces
3"
3"
M
WF7-JJ spa. 9" WF5-EE spa. 12" WF3-CC spa.
3"
M
WV2 - Q spa. @ 1’-3" = R front face
3’-0"
9"
@ 9" = FF
top
12"
WV4 - U spa. @ 6" = V
back face
6’-0" typ.
FRONT ELEVATION
FOOTING PLAN
WV3 - S spa. @ 9" = T
back face
WF-series
WF6 - GG spa. @ 12" = HH bot.
@ 6" = KK
top
WF8-NN eq. spa.
= 00 side
WH3
@ 12" = DD
top
WF4-NN eq. spa.
= 00 side
WV1 - O spa. @ 12" = P
back face
K2
J
L2
9"
N2
WF10-NN eq. spa.
= 00 side
a
a
WF1 - LL spa.
@ 10" = MM
top and bot.
WF11
WING DETAIL
VIRGINIA DEPARTMENT OF TRANSPORTATION
TABLE A
Wall y
A-W 9"
X
Y-CC
DD-EE
Front face
WH2
2’-6"
WV2
See Note
y
3"
12"
12
1
Bar
Size
3
4
5
6
7
8
9
a
12"
3"
WH3
2" 2"
WH1
END VIEW
TABLE B
Pin
Dia.
2"
3"
3"
4"
5"
6"
9"
Z
4"
4" o/ weep hole formed
4"
5"
6"
7"
8"
10"
WV-series
3"
3"
WF6
WF1 TO WF3, WF5 TO WF7
1’-0"
1’-3"
1’-9"
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING AND DESIGN STATEMENT IS ON FILE IN THE CENTRAL OFFICE.
2: 1 FILL SLOPE - TYPE II
12"
y
Permeable drainage layer
Perforated 6" diameter
drainage pipe connected
to drainage outlet and
rodding eye.
J
z
a
WV1, WV3, WV4
Bar
Size
4
5
6
7
8
9
1’-6"
TABLE C
Splice Length
1’- 9"
2’- 4"
2’- 7"
3’- 3"
4’- 2"
5’- 4"
BCW-22
" : 12" batter for wings X - EE
with non-rigid tubing
when required.
WF-series
ROAD AND BRIDGE STANDARDS
REVISION DATE
07/12
SHEET 2 OF 8
1007.10

BCW-22
WING J K1 K2 L1 L2 M N1 N2
07/12
NO.
WEEP
HOLES
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE
WING DETAILS
2: 1 FILL SLOPE - TYPE II
VIRGINIA DEPARTMENT OF TRANSPORTATION
FOOTING BAR SPACINGS
WF4, WF8
WF1 WF2 WF3
TO WF10
WF5 WF6 WF7
LL MM AA BB CC DD NN OO EE FF GG HH JJ KK
A 1’-6" 4’-0" 1’-0" 1’-0" 1’-0" 9’-0" 4’-0" 3’-0" - 3 2’-6" - - 8 8’-0" 1 0’-8" - - 8 8’-0" - -
B 1’-6" 4’-6" 1’-0" 1’-0" 1’-0" 10’-6" 4’-0" 3’-0" - 3 2’-6" - - 10 10’-0" 1 0’-8" - - 10 10’-0" - -
C 1’-6" 5’-0" 1’-0" 1’-0" 1’-0" 11’-6" 4’-0" 3’-0" - 3 2’-6" - - 11 11’-0" 1 0’-8" - - 11 11’-0" - -
D 1’-6" 5’-6" 1’-0" 1’-0" 1’-0" 13’-0" 4’-0" 3’-0" - 3 2’-6" - - 12 12’-0" 1 0’-8" - - 12 12’-0" - -
E 1’-6" 6’-0" 1’-0" 1’-0" 1’-0" 14’-6" 4’-6" 3’-0" - 3 2’-6" - - 14 14’-0" 1 0’-8" - - 14 14’-0" - -
F 1’-6" 6’-6" 1’-0" 1’-0" 1’-0" 16’-0" 4’-6" 3’-0" - 3 2’-6" - - 15 15’-0" 1 0’-8" - - 15 15’-0" - -
G 1’-6" 7’-0" 1’-0" 1’-0" 1’-0" 17’-6" 5’-0" 3’-0" - 3 2’-6" - - 17 17’-0" 1 0’-8" - - 17 17’-0" - -
H 1’-6" 7’-6" 1’-0" 1’-0" 1’-0" 19’-0" 5’-0" 3’-0" - 3 2’-6" - -
18 18’-0" 1 0’-8" - - 18 18’-0" - -
I 1’-6" 8’-0" 1’-0" 1’-0" 1’-0" 20’-0" 5’-6" 3’-0" - 3 2’-6" 1 1’-0" 12 12’-0" 1 0’-8" 8 6’-0" 19 19’-0" - -
J 1’-6" 8’-6" 1’-0" 1’-0" 1’-0" 21’-6" 5’-6" 3’-0" - 3 2’-6" 1 1’-0" 12 12’-0" 1 0’-8" 10 7’-6" 21 21’-0" - -
K 1’-6" 9’-0" 1’-0" 1’-0" 1’-0" 23’-0" 6’-0" 3’-0" - 3 2’-6" 1 1’-0" 13 13’-0" 1 0’-8" 11 8’-3" 22 22’-0" - -
L 1’-6" 9’-6" 1’-0" 1’-0" 1’-0" 24’-6" 6’-0" 3’-0" - 3 2’-6" 1 1’-0" 14 14’-0" 1 0’-8" 12 9’-0" 24 24’-0" - -
M 1’-6" 10’-0" 1’-0" 1’-0" 1’-0" 26’-0" 6’-6" 3’-0" 2 3 2’-6" 2 2’-0" 15 15’-0" 1 0’-8" 12 9’-0" 25 25’-0" - -
N 1’-6" 10’-6" 1’-0" 1’-0" 1’-0" 27’-6" 6’-6" 3’-0" 2 3 2’-6" 2 2’-0" 16 16’-0" 1 0’-8" 13 9’-9" 27 27’-0" - -
O 1’-6" 11’-0" 1’-0" 1’-0" 1’-0" 28’-6" 7’-0" 3’-0" 2 3 2’-6" 2 2’-0" 17 17’-0" 1 0’-8" 13 9’-9" 28 28’-0" - -
P 1’-6" 11’-6" 1’-0" 1’-0" 1’-0" 30’-0" 7’-6" 3’-0" 3 3 2’-6" 3 3’-0" 18 18’-0" 1 0’-8" 14 10’-6" 29 29’-0" - -
Q 1’-6" 12’-0" 1’-0" 1’-0" 1’-0" 31’-6" 7’-6" 3’-0" 3 3 2’-6" 3 3’-0" 18 18’-0" 1 0’-8" 16 12’-0" 31 31’-0" - -
R 1’-6" 12’-6" 1’-0" 1’-0" 1’-0" 33’-0" 7’-6" 3’-0" 3 3 2’-6" 3 3’-0" 15 15’-0" 1 0’-8" 13 9’-9" 32 32’-0" 12 6’-0"
S 1’-6" 13’-0" 1’-0" 1’-0" 1’-0" 34’-6" 8’-0" 3’-0" 3 3 2’-6" 3 3’-0" 15 15’-0" 1 0’-8" 13 9’-9" 34 34’-0" 15 7’-6"
T 1’-6" 13’-6" 1’-0" 1’-0" 1’-0" 36’-0" 8’-0" 3’-0" 4 3 2’-6" 3 3’-0" 14 14’-0" 1 0’-8" 15 11’-3" 35 35’-0" 17 8’-6"
U 1’-6" 14’-0" 1’-0" 1’-0" 1’-0" 37’-0" 8’-6" 3’-0" 4 3 2’-6" 4 4’-0" 14 14’-0" 1 0’-8" 17 12’-9" 36 36’-0" 16 8’-0"
V 1’-6" 14’-6" 1’-0" 1’-0" 1’-0" 38’-6" 9’-0" 3’-0" 4 3 2’-6" 4 4’-0" 15 15’-0" 1 0’-8" 17 12’-9" 38 38’-0" 17 8’-6"
W 1’-9" 15’-0" 1’-0" 1’-0" 1’-0" 40’-0" 9’-6" 3’-0" 5 3 2’-6" 5 5’-0" 15 15’-0" 1 0’-11" 19 14’-3" 39 39’-0" 17 8’-6"
X 2’-0" 15’-6" 1’-0" 1’-3" 1’-0" 41’-6" 10’-0" 3’-0" 5 3 2’-6" 5 5’-0" 17 17’-0" 2 0’-7" 17 12’-9" 41 41’-0" 19 9’-6"
Y 2’-0" 16’-0" 1’-0" 1’-4" 1’-0" 43’-0" 10’-0" 3’-0" 5 3 2’-6" 5 5’-0" 20 20’-0" 2 0’-7" 15 11’-3" 42 42’-0" 19 9’-6"
Z 2’-0" 16’-6" 1’-0" 1’-4" 1’-0" 44’-6" 10’-6" 3’-0" 5 3 2’-6" 6 6’-0" 20 20’-0" 2 0’-7" 17 12’-9" 44 44’-0" 19 9’-6"
AA 2’-0" 17’-0" 1’-0" 1’-4" 1’-0" 45’-6" 11’-0" 3’-0" 6 3 2’-6" 6 6’-0" 19 19’-0" 2 0’-7" 19 14’-3" 45 45’-0" 20
BB 2’-0" 17’-6" 1’-0" 1’-4" 1’-0" 47’-0" 11’-0" 3’-0" 6 3 2’-6" 6 6’-0" 20 20’-0" 2 0’-7" 19 14’-3" 46 46’-0" 21
CC 2’-0" 18’-0" 1’-0" 1’-4" 1’-0" 48’-6" 12’-0" 3’-0" 6 3 2’-6" 7 7’-0" 19 19’-0" 2 0’-7" 21 15’-9" 48 48’-0" 23
DD 2’-0" 18’-6" 1’-0" 1’-4" 1’-0" 50’-0" 13’-0" 3’-0" 7 3 2’-6" 8 8’-0" 18 18’-0" 2 0’-7" 23 17’-3" 49 49’-0" 25
EE 2’-0" 19’-0" 1’-0" 1’-4" 1’-0" 51’-6" 13’-0" 3’-0" 7 3 2’-6" 8 8’-0" 18 18’-0" 2 0’-7" 25 18’-9" 51 51’-0" 25 12’-6"
ROAD AND BRIDGE STANDARDS
SHEET 3 OF 8
1007.11
REVISION DATE
10’-0"
10’-6"
11’-6"
12’-6"
SPECIFICATION
REFERENCE

SPECIFICATION
REFERENCE
WING SIZE a LENGTH Ea
WF1 WF2 WF3
*
SIZE
a LENGTH *
a LENGTH
SIZE
FROM TO VARY BY FROM TO VARY BY Ea
FROM TO VARY BY FROM TO VARY BY
A 4 8’-4" 9’-9" 2 4 1’-8" 10’-8" - 3’-0" 12’-0" - 2 4 3’-5" 2’-6" 0’-1" 4’-9" 3’-11"
B 4 9’-11" 11’-3" 2 4 2’-0" 12’-6" - 3’-5" 13’-11" - 2 4 3’-5" 2’-5" 0’-1" 4’-9" 3’-10"
C 4 10’-11" 12’-3" 2 4 2’-3" 13’-9" - 3’-8" 15’-2" - 2 4 3’-5" 2’-5" 0’-1" 4’-9" 3’-10"
D 4 12’-4" 13’-9" 2 4 2’-8" 15’-8" - 4’-0" 17’-0" - 2 4 3’-5" 2’-6" 0’-0" 4’-9" 3’-10"
E 4 13’-11" 15’-3" 2 4 6’-8" 6’-8" - 8’-0" 8’-0" - 2 4 3’-11" 2’-5" 0’-1" 5’-3" 3’-10"
F 4 15’-4" 16’-9" 2 4 7’-5" 7’-5" - 8’-9" 8’-9" - 2 4 3’-11" 2’-6" 0’-1" 5’-3" 3’-10"
G 4 16’-11" 18’-3" 2 4 10’-4" 10’-4" - 11’-8" 11’-8" - 2 4 4’-5" 2’-5" 0’-1" 5’-9" 3’-10"
H 4 18’-5" 19’-9" 2 4 11’-3" 11’-3" - 12’-8" 12’-8" - 2 4 4’-5" 2’-6" 0’-1" 5’-9" 3’-10"
I 4 19’-5" 20’-9" 2 4 13’-5" 5’-5" 8’-0" 14’-9" 6’-9" 8’-0" 2 4 4’-0" 2’-6" 0’-1" 5’-5" 3’-11"
J 4 20’-11" 22’-3" 2 4 14’-5" 5’-10" 8’-7" 15’-10" 7’-2" 8’-7" 2 4 3’-11" 2’-6" 0’-1" 5’-3" 3’-11"
K 4 22’-5" 23’-9" 2 4 16’-8" 9’-0" 7’-8" 18’-0" 10’-4" 7’-8" 2 4 4’-2" 2’-6" 0’-1" 5’-7" 3’-10"
L 4 23’-11" 25’-3" 2 4 17’-9" 9’-7" 8’-2" 19’-2" 11’-0" 8’-2" 2 4 4’-2" 2’-5" 0’-1" 5’-6" 3’-10"
M 4 25’-5" 26’-9" 2 4 19’-10" 4’-11" 7’-5" 21’-2" 6’-4" 7’-5" 2 4 4’-6" 2’-6" 0’-1" 5’-11" 3’-11"
N 4 26’-11" 28’-3" 2 4 21’-0" 5’-3" 7’-10" 22’-4" 6’-8" 7’-10" 2 4 4’-6" 2’-6" 0’-1" 5’-11" 3’-10"
O 4 27’-11" 29’-3" 2 4 22’-6" 8’-3" 7’-1" 23’-11" 9’-8" 7’-1" 2 4 4’-10" 2’-6" 0’-1" 6’-3" 3’-10"
P 4 29’-5" 30’-9" 2 4 24’-5" 4’-5" 6’-8" 25’-9" 5’-9" 6’-8" 2 4 5’-2" 2’-5" 0’-1" 6’-6" 3’-10"
Q 4 30’-11" 32’-3" 2 4 25’-8" 4’-8" 7’-0" 27’-0" 6’-0" 7’-0" 2 4 5’-0" 2’-5" 0’-1" 6’-5" 3’-10"
R 4 32’-4" 33’-9" 2 4 26’-11" 4’-11" 7’-4" 28’-3" 6’-3" 7’-4" 2 4 4’-6" 2’-5" 0’-1" 5’-10" 3’-10"
S 4 33’-11" 35’-3" 2 4 28’-8" 8’-0" 6’-10" 30’-1" 9’-5" 6’-10" 2 4 4’-8" 2’-5" 0’-1" 6’-0" 3’-10"
T 4 35’-4" 36’-9" 2 4 30’-0" 8’-5" 7’-2" 31’-4" 9’-9" 7’-2" 2 4 4’-5" 2’-5" 0’-1" 5’-9" 3’-10"
U 4 36’-4" 37’-9" 2 4 31’-4" 4’-5" 6’-8" 32’-8" 5’-10" 6’-8" 2 4 4’-6" 2’-5" 0’-1" 5’-11" 3’-10"
V 4 37’-11" 39’-3" 2 4 33’-1" 7’-5" 6’-5" 34’-5" 8’-9" 6’-5" 2 4 4’-10" 2’-5" 0’-1" 6’-2" 3’-10"
W 4 39’-4" 41’-3" 2 5 34’-9" 4’-0" 6’-1" 36’-7" 5’-10" 6’-1" 2 4 4’-11" 2’-5" 0’-1" 6’-9" 4’-4"
X 4 40’-11" 43’-3" 2 5 36’-5" 6’-9" 5’-11" 38’-9" 9’-1" 6’-11" 2 4 5’-4" 2’-6" 0’-2" 7’-8" 4’-10"
Y 4 42’-4" 44’-9" 2 5 37’-9" 7’-1" 6’-1" 40’-1" 9’-5" 6’-1" 2 4 5’-9" 2’-5" 0’-1" 8’-1" 4’-10"
Z 4 43’-11" 46’-3" 2 5 39’-5" 3’-10" 5’-11" 41’-9" 6’-2" 5’-11" 2 4 5’-10" 2’-6" 0’-2" 8’-2" 4’-10"
AA 4 44’-11" 47’-3" 2 5 40’-7" 6’-6" 5’-8" 42’-11" 8’-10" 5’-8" 2 4 5’-10" 2’-6" 0’-2" 8’-2" 4’-10"
BB 4 46’-4" 48’-9" 2 5 42’-0" 6’-9" 5’-10" 44’-4" 9’-1" 5’-10" 2 4 5’-10" 2’-6" 0’-2" 8’-3" 4’-10"
CC 4 47’-11" 50’-3" 2 5 43’-10" 6’-1" 5’-4" 46’-2" 8’-5" 5’-4" 2 4 6’-0" 2’-6" 0’-2" 8’-4" 4’-10"
DD 4 49’-4" 51’-9" 2 5 45’-8" 5’-8" 5’-0" 47’-11" 7’-11" 5’-0" 2 4 6’-1" 2’-6" 0’-2" 8’-5" 4’-10"
EE 4 50’-11" 53’-3" 2 5 47’-0" 5’-10" 5’-1" 49’-4" 8’-2" 5’-1" 2 4 6’-0" 2’-6" 0’-2" 8’-4" 4’-10"
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE
WING DETAILS
2: 1 FILL SLOPE - TYPE II
VIRGINIA DEPARTMENT OF TRANSPORTATION
07/12
BCW-22
ROAD AND BRIDGE STANDARDS
REVISION DATE
0’-1"
0’-1"
0’-1"
0’-0"
0’-1"
0’-1"
0’-1"
0’-1"
0’-1"
0’-1"
0’-1"
0’-1"
0’-1"
0’-1"
0’-1"
0’-1"
0’-1"
0’-1"
0’-1"
0’-1"
0’-1"
0’-1"
0’-1"
0’-2"
0’-1"
0’-2"
0’-2"
0’-2"
0’-2"
0’-2"
0’-2"
SHEET 4 OF 8
1007.12

BCW-22
WF4 WF5 WF6
WING SIZE LENGTH SIZE
ROAD AND BRIDGE STANDARDS
SHEET 5 OF 8
1007.13
07/12
a LENGTH
a LENGTH
SIZE
FROM TO VARY BY FROM TO VARY BY FROM TO VARY BY FROM TO VARY BY
A 4 8’-2" - - - - - - - 4 3’-4" 2’-6" 0’-1" 4’-9" 3’-10" 0’-1"
B 4 9’-8" - - - - - - - 4 3’-4" 2’-5" 0’-1" 4’-9" 3’-9"
C 4 10’-8" - - - - - - - 4 3’-4" 2’-5" 0’-1" 4’-9" 3’-9"
D 4 12’-2" - - - - - - - 4 3’-4" 2’-5" 0’-0" 4’-9" 3’-10"
E 4 13’-8" - - - - - - - 4 3’-10" 2’-5" 0’-1" 5’-3" 3’-9"
F 4 15’-2" - - - - - - - 4 3’-10" 2’-5" 0’-1" 5’-3" 3’-10"
G 4 16’-9" - - - - - - - 4 4’-4" 2’-5" 0’-1" 5’-9" 3’-9"
H 4 18’-3" - - - - - - - 4 4’-4" 2’-5" 0’-1" 5’-9" 3’-10"
I 4 19’-3" 4 4’-11" 4’-2" 0’-1" 6’-3" 5’-6" 0’-1" 4 4’-10" 2’-6" 0’-1" 6’-3" 3’-10"
J 4 20’-9" 4 4’-11" 4’-0" 0’-1" 6’-3" 5’-5" 0’-1" 4 4’-10" 2’-5" 0’-1" 6’-3" 3’-9"
K 4 22’-4" 4 5’-5" 4’-4" 0’-1" 6’-9" 5’-8" 0’-1" 4 5’-4" 2’-6" 0’-1" 6’-9" 3’-10"
L 4 23’-10" 4 5’-5" 4’-3" 0’-1" 6’-9" 5’-8" 0’-1" 4 5’-4" 2’-5" 0’-1" 6’-9" 3’-9"
M 4 25’-4" 5 5’-11" 4’-8" 0’-1" 7’-2" 6’-0" 0’-1" 4 5’-10" 2’-6" 0’-1" 7’-3" 3’-10"
N 4 26’-10" 5 5’-11" 4’-8" 0’-1" 7’-2" 6’-0" 0’-1" 4 5’-10" 2’-5" 0’-1" 7’-3" 3’-9"
O 4 27’-11" 5 6’-5" 5’-0" 0’-1" 7’-8" 6’-4" 0’-1" 4 6’-4" 2’-5" 0’-1" 7’-9" 3’-9"
P 4 29’-6" 6 6’-11" 5’-4" 0’-1" 8’-2" 6’-7" 0’-1" 4 6’-10" 2’-6" 0’-1" 8’-3" 3’-10"
Q 4 30’-11" 6 6’-11" 5’-2" 0’-1" 8’-2" 6’-5" 0’-1" 4 6’-10" 2’-5" 0’-1" 8’-3" 3’-9"
R 4 32’-5" 5 6’-0" 4’-8" 0’-1" 7’-3" 5’-11" 0’-1" 4 6’-10" 2’-6" 0’-1" 8’-3" 3’-10"
S 4 34’-0" 5 6’-2" 4’-9" 0’-1" 7’-6" 6’-1" 0’-1" 4 7’-4" 2’-5" 0’-1" 8’-9" 3’-9"
T 4 35’-6" 5 6’-1" 4’-6" 0’-1" 7’-5" 5’-10" 0’-1" 4 7’-4" 2’-6" 0’-1" 8’-9" 3’-10"
U 4 36’-6" 5 6’-7" 4’-8" 0’-1" 7’-11" 6’-0" 0’-1" 4 7’-10" 2’-6" 0’-1" 9’-3" 3’-10"
V 4 38’-1" 5 6’-11" 4’-11" 0’-1" 8’-3" 6’-3" 0’-1" 4 8’-4" 2’-5" 0’-1" 9’-9" 3’-9"
W 4 39’-8" 5 7’-4" 5’-1" 0’-1" 9’-2" 6’-11" 0’-1" 5 8’-10" 2’-6" 0’-1" 10’-8" 4’-4"
X 4 41’-3" 5 7’-8" 5’-6" 0’-1" 10’-0" 7’-10" 0’-1" 5 9’-4" 2’-5" 0’-2" 11’-8" 4’-9"
Y 4 42’-8" 5 7’-8" 5’-11" 0’-1" 10’-0" 8’-2" 0’-1" 5 9’-4" 2’-6" 0’-1" 11’-8" 4’-10"
Z 4 44’-3" 6 8’-2" 6’-0" 0’-1" 10’-5" 8’-3" 0’-1" 5 9’-10" 2’-5" 0’-2" 12’-2" 4’-9"
AA 4 45’-4" 6 8’-6" 6’-0" 0’-1" 10’-9" 8’-3" 0’-1" 5 10’-4" 2’-5" 0’-2" 12’-8" 4’-9"
BB 4 46’-10" 6 8’-6" 6’-0" 0’-1" 10’-9" 8’-4" 0’-1" 5 10’-4" 2’-6" 0’-2" 12’-8" 4’-10"
CC 4 48’-6" 6 9’-1" 6’-2" 0’-1" 11’-4" 8’-5" 0’-1" 5 11’-4" 2’-5" 0’-2" 13’-8" 4’-9"
DD 4 50’-2" 6 9’-9" 6’-3" 0’-1" 12’-0" 8’-6" 0’-1" 5 12’-4" 2’-6" 0’-2" 14’-8" 4’-10"
EE 4 51’-7" 7 9’-10" 6’-2" 0’-1" 12’-0" 8’-4" 0’-1" 5 12’-4" 2’-5" 0’-2" 14’-8" 4’-9"
REVISION DATE
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE
WING DETAILS
2: 1 FILL SLOPE - TYPE II
VIRGINIA DEPARTMENT OF TRANSPORTATION
0’-1"
0’-1"
0’-0"
0’-1"
0’-1"
0’-1"
0’-1"
0’-1"
0’-1"
0’-1"
0’-1"
0’-1"
0’-1"
0’-1"
0’-1"
0’-1"
0’-1"
0’-1"
0’-1"
0’-1"
0’-1"
0’-1"
0’-2"
0’-1"
0’-2"
0’-2"
0’-2"
0’-2"
0’-2"
0’-2"
SPECIFICATION
REFERENCE

SPECIFICATION
REFERENCE
WING SIZE
WF7 WF8 WF9 WF10 WF11
a LENGTH
FROM TO VARY BY
FROM TO VARY BY
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE
WING DETAILS
2: 1 FILL SLOPE - TYPE II
VIRGINIA DEPARTMENT OF TRANSPORTATION
SIZE LENGTH SIZE LENGTH SIZE LENGTH SIZE a LENGTH Ea
A - - - - - - - 4 8’-2" 4 3’-2" 4 2’-2" 4 2’-2" 4’-2" 4
B - - - - - - - 4 9’-8" 4 3’-2" 4 2’-2" 4 2’-2" 4’-2" 4
C - - - - - - - 4 10’-8" 4 3’-2" 4 2’-2" 4 2’-2" 4’-2" 4
D - - - - - - - 4 12’-2" 4 3’-2" 4 2’-2" 4 2’-2" 4’-2" 4
E - - - - - - - 4 13’-8" 4 3’-8" 4 2’-2" 4 2’-2" 4’-2" 4
F - - - - - - - 4 15’-2" 4 3’-8" 4 2’-2" 4 2’-2" 4’-2" 4
G - - - - - - - 4 16’-8" 4 4’-2" 4 2’-2" 4 2’-2" 4’-2" 4
H - - - - - - - 4 18’-2" 4 4’-2" 4 2’-2" 4 2’-2" 4’-2" 4
I - - - - - - - 4 19’-2" 4 4’-8" 4 2’-2" 4 2’-2" 4’-2" 4
J - - - - - - - 4 20’-8" 4 4’-8" 4 2’-2" 4 2’-2" 4’-2" 4
K - - - - - - - 4 22’-2" 4 5’-2" 4 2’-2" 4 2’-2" 4’-2" 4
L - - - - - - - 4 23’-8" 4 5’-2" 4 2’-2" 4 2’-2" 4’-2" 4
M - - - - - - - 4 25’-2" 4 5’-8" 4 2’-2" 4 2’-2" 4’-2" 4
N - - - - - - - 4 26’-8" 4 5’-8" 4 2’-2" 4 2’-2" 4’-2" 4
O - - - - - - - 4 27’-8" 4 6’-2" 4 2’-2" 4 2’-2" 4’-2" 4
P - - - - - - - 4 29’-2" 4 6’-8" 4 2’-2" 4 2’-2" 4’-2" 4
Q - - - - - - - 4 30’-8" 4 6’-8" 4 2’-2" 4 2’-2" 4’-2" 4
R 5 6’-11" 6’-1" 0’-0" 8’-2" 7’-5" 0’-0" 4 32’-2" 4 6’-8" 4 2’-2" 4 2’-2" 4’-2" 4
S 6 7’-5" 6’-4" 0’-0" 8’-8" 7’-7" 0’-0" 4 33’-8" 4 7’-2" 4 2’-2" 4 2’-2" 4’-2" 4
T 6 7’-5" 6’-2" 0’-0" 8’-8" 7’-6" 0’-0" 4 35’-2" 4 7’-2" 4 2’-2" 4 2’-2" 4’-2" 4
U 6 7’-11" 6’-8" 0’-0" 9’-2" 8’-0" 0’-0" 4 36’-2" 4 7’-8" 4 2’-2" 4 2’-2" 4’-2" 4
V 6 8’-5" 7’-1" 0’-0" 9’-8" 8’-4" 0’-0" 4 37’-8" 4 8’-2" 4 2’-2" 4 2’-2" 4’-2" 4
W 6 8’-11" 7’-6" 0’-0" 10’-8" 9’-3" 0’-0" 4 39’-2" 4 8’-8" 4 2’-2" 4 2’-2" 4’-2" 4
X 6 9’-4" 7’-9" 0’-1" 11’-8" 10’-1" 0’-1" 4 40’-8" 4 9’-2" 4 2’-2" 4 2’-2" 4’-2" 4
Y 7 9’-5" 7’-10" 0’-0" 11’-7" 10’-1" 0’-0" 4 42’-2" 4 9’-2" 4 2’-2" 4 2’-2" 4’-2" 4
Z 7 9’-10" 8’-3" 0’-1" 12’-1" 10’-6" 0’-1" 4 43’-8" 4 9’-8" 4 2’-2" 4 2’-2" 4’-2" 4
AA 7 10’-4" 8’-7" 0’-1" 12’-7" 10’-10" 0’-1" 4 44’-8" 4 10’-2" 4 2’-2" 4 2’-2" 4’-2" 4
BB 7 10’-4" 8’-7" 0’-1" 12’-7" 10’-10" 0’-1" 4 46’-2" 4 10’-2" 4 2’-2" 4 2’-2" 4’-2" 4
CC 7 11’-4" 9’-3" 0’-1" 13’-7" 11’-5" 0’-1" 4 47’-8" 4 11’-2" 4 2’-2" 4 2’-2" 4’-2" 4
DD 7 12’-4" 9’-10" 0’-1" 14’-7" 12’-1" 0’-1" 4 49’-2" 4 12’-2" 4 2’-2" 4 2’-2" 4’-2" 4
EE 7 12’-4" 9’-11" 0’-1" 14’-7" 12’-2"
0’-1" 4 50’-8" 4 12’-2" 4 2’-2" 4 2’-2" 4’-2" 4
*
07/12
BCW-22
ROAD AND BRIDGE STANDARDS
REVISION DATE
SHEET 6 OF 8
1007.14

BCW-22
WING
07/12
STEM BAR SPACINGS WV1 WV2
WV1 WV2 WV3 WV4 WH1 WH2
a LENGTH
LENGTH
SIZE
SIZE
O P Q R S T U V W X Y Z FROM TO VARY BY FROM TO VARY BY FROM TO VARY BY
A 8 8’-0" 6 7’-6" - - - - - - 1 1’-3" 4 4’-11" 2’-3" 0’-4" 6’-10" 4’-1" 0’-4" 4 4’-11" 2’-5"
B 10 10’-0" 8 10’-0" - - - - 1 0’-6" 1 1’-3" 4 5’-5" 2’-1" 0’-4" 7’-4" 3’-11" 0’-4" 4 5’-5" 2’-1"
C 11 11’-0" 8 10’-0" - - - - - - 2 2’-6" 4 5’-11" 2’-1" 0’-4" 7’-10" 4’-0" 0’-4" 4 5’-11" 2’-5"
D 12 12’-0" 10 12’-6" - - - - - - 2 2’-6" 4 6’-5" 2’-3" 0’-4" 8’-4" 4’-2" 0’-4" 4 6’-5" 2’-1"
E 14 14’-0" 11 13’-9" - - - - - - 3 3’-9" 4 6’-11" 2’-1" 0’-4" 8’-10" 4’-0" 0’-4" 4 6’-11" 2’-2"
F 15 15’-0" 12 15’-0" - - - - - - 3 3’-9" 4 7’-5" 2’-3" 0’-4" 9’-4" 4’-2" 0’-4" 4 7’-5" 2’-3"
G 17 17’-0" 13 16’-3" - - - - 1 0’-6" 3 3’-9" 4 7’-11" 2’-1" 0’-4" 9’-10" 4’-0" 0’-4" 4 7’-11" 2’-4"
H 18 18’-0" 14 17’-6" - - - - - - 4 5’-0" 4 8’-5" 2’-3" 0’-4" 10’-4" 4’-2" 0’-4" 4 8’-5" 2’-5"
I 12 12’-0" 15 18’-9" 8 6’-0" - - - - 4 5’-0" 4 6’-5" 2’-3" 0’-4" 8’-4" 4’-2" 0’-4" 4 8’-11" 2’-4"
J 12 12’-0" 16 20’-0" 10 7’-6" - - - - 5 6’-3" 4 6’-5" 2’-3" 0’-4" 8’-4" 4’-2" 0’-4" 4 9’-5" 2’-5"
K 13 13’-0" 18 22’-6" 11 8’-3" - - - - 5 6’-3" 4 6’-8" 2’-2" 0’-4" 8’-7" 4’-1" 0’-4" 4 9’-11" 2’-1"
L 14 14’-0" 19 23’-9" 12 9’-0" - - 1 0’-6" 5 6’-3" 4 6’-11" 2’-1" 0’-4" 8’-10" 4’-0" 0’-4" 4 10’-5" 2’-2"
M 15 15’-0" 20 25’-0" 12 9’-0" - - - - 6 7’-6" 4 7’-5" 2’-3" 0’-4" 9’-4" 4’-2" 0’-4" 4 10’-11" 2’-3"
N 16 16’-0" 21 26’-3" 13 9’-9" - - - - 6 7’-6" 5 7’-8" 2’-2" 0’-4" 9’-8" 4’-1" 0’-4" 4 11’-5" 2’-4"
O 17 17’-0" 22 27’-6" 13 9’-9" - - - - 7 8’-9" 5 8’-2" 2’-2" 0’-4" 10’-1" 4’-1" 0’-4" 4 11’-11" 2’-3"
P 18 18’-0" 23 28’-9" 14 10’-6" - - - - 7 8’-9" 5 8’-5" 2’-1" 0’-4" 10’-4" 4’-0" 0’-4" 4 12’-5" 2’-4"
Q 18 18’-0" 24 30’-0" 16 12’-0" - - 1 0’-6" 7 8’-9" 5 8’-4" 2’-1" 0’-4" 10’-4" 4’-0" 0’-4" 4 12’-11" 2’-5"
R 15 15’-0" 26 32’-6" 13 9’-9" 12 6’-0" - - 8 10’-0" 4 7’-4" 2’-1" 0’-4" 9’-2" 4’-0" 0’-4" 4 13’-5" 2’-1"
S 15 15’-0" 27 33’-9" 13 9’-9" 15 7’-6" - - 8 10’-0" 4 7’-4" 2’-1" 0’-4" 9’-2" 4’-0" 0’-4" 4 13’-11" 2’-2"
T 14 14’-0" 28 35’-0" 15 11’-3" 17 8’-6" - - 9 11’-3" 4 6’-11" 2’-1" 0’-4" 8’-10" 4’-0" 0’-4" 4 14’-5" 2’-3"
U 14 14’-0" 29 36’-3" 17 12’-9" 16 8’-0" - - 9 11’-3" 4 7’-0" 2’-1" 0’-4" 8’-11" 4’-0" 0’-4" 4 14’-11" 2’-2"
V 15 15’-0" 30 37’-6" 17 12’-9" 17 8’-6" 1 0’-6" 9 11’-3" 4 7’-4" 2’-1" 0’-4" 9’-3" 4’-0" 0’-4" 4 15’-5" 2’-3"
W 15 15’-0" 31 38’-9" 19 14’-3" 17 8’-6" - - 10 12’-6" 4 7’-7" 2’-4" 0’-4" 9’-6" 4’-3" 0’-4" 4 16’-2" 2’-7"
X 17 17’-0" 32 40’-0" 17 12’-9" 19 9’-6" - - 10 12’-6" 4 8’-6" 2’-7" 0’-4" 10’-5" 4’-6" 0’-4" 4 16’-11" 2’-11"
Y 20 20’-0" 34 42’-6" 15 11’-3" 19 9’-6" - - 11 13’-9" 4 9’-7" 2’-7" 0’-4" 11’-5" 4’-6" 0’-4" 4 17’-5" 2’-7"
Z 20 20’-0" 35 43’-9" 17 12’-9" 19 9’-6" - - 11 13’-9" 4 9’-7" 2’-7" 0’-4" 11’-5" 4’-6" 0’-4" 4 17’-11" 2’-8"
AA 19 19’-0" 36 45’-0" 19 14’-3" 20 10’-0" 1 0’-6" 11 13’-9" 4 9’-3" 2’-7" 0’-4" 11’-2" 4’-6" 0’-4" 4 18’-5" 2’-7"
BB 20 20’-0" 37 46’-3" 19 14’-3" 21 10’-6" - - 12 15’-0" 4 9’-7" 2’-7" 0’-4" 11’-6" 4’-6" 0’-4" 4 18’-11" 2’-8"
CC 19 19’-0" 38 47’-6" 21 15’-9" 23 11’-6" - - 12 15’-0" 4 9’-3" 2’-7" 0’-4" 11’-2" 4’-6" 0’-4" 4 19’-5" 2’-9"
DD 18 18’-0" 39 48’-9" 23 17’-3" 25 12’-6" - - 13 16’-3" 4 8’-10" 2’-7" 0’-4" 10’-9" 4’-6" 0’-4" 4 19’-11" 2’-10"
EE 18 18’-0" 40 50’-0" 25 18’-9" 25 12’-6" - - 13 16’-3" 4 8’-10" 2’-7" 0’-4" 10’-9" 4’-6" 0’-4" 4 20’-5" 2’-11"
ROAD AND BRIDGE STANDARDS
SHEET 7 OF 8
1007.15
REVISION DATE
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE
WING DETAILS
2: 1 FILL SLOPE - TYPE II
VIRGINIA DEPARTMENT OF TRANSPORTATION
0’-5"
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0’-5"
0’-5"
0’-5"
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0’-5"
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0’-5"
0’-5"
0’-5"
0’-5"
0’-5"
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SPECIFICATION
REFERENCE

WING SIZE
SPECIFICATION
REFERENCE
WV3 WV4 WH1 WH2 WH3
a LENGTH
a LENGTH
LENGTH
SIZE
SIZE LENGTH * Ea SIZE
SIZE LENGTH
FROM TO VARY BY FROM TO VARY BY FROM TO VARY BY FROM TO VARY BY FROM TO VARY BY * EA
A - - - - - - - - - - - - - - 4 8’-6" 2 4 6’-6" 2’-10" 3’-7" 2 4 9’-0"
B - - - - - - - - - - - - - - 4 10’-0" 2 4 6’-7" 2’-10" 3’-8" 2 4 10’-7"
C - - - - - - - - - - - - - - 4 11’-0" 2 4 9’-10" 2’-9" 3’-6" 2 4 11’-7"
D - - - - - - - - - - - - - - 4 12’-6" 2 4 9’-10" 2’-9" 3’-6" 2 4 13’-3"
E - - - - - - - - - - - - - - 4 14’-0" 2 4 13’-6" 2’-9" 3’-6" 2 4 14’-10"
F - - - - - - - - - - - - - - 4 15’-6" 2 4 13’-7" 2’-10" 3’-7" 2 4 16’-5"
G - - - - - - - - - - - - - - 4 17’-0" 2 4 13’-7" 2’-10" 3’-7" 2 4 18’-0"
H - - - - - - - - - - - - - - 4 18’-6" 2 4 17’-3" 2’-10" 3’-7" 2 4 19’-6"
I 4 8’-11" 6’-10" 0’-3" 10’-10" 8’-8" 0’-3" - - - - - - - 4 19’-6" 2 4 16’-11" 2’-9" 3’-6" 2 4 20’-8"
J 4 9’-5" 6’-9" 0’-3" 11’-4" 8’-8" 0’-3" - - - - - - - 4 21’-0" 2 4 20’-6" 2’-9" 3’-6" 2 4 22’-3"
K 5 9’-11" 7’-0" 0’-3" 11’-10" 9’-0" 0’-3" - - - - - - - 4 22’-6" 2 4 20’-6" 2’-9" 3’-6" 2 4 23’-9"
L 5 10’-5" 7’-3" 0’-3" 12’-4" 9’-3" 0’-3" - - - - - - - 4 24’-0" 2 4 20’-8" 2’-9" 3’-6" 2 4 25’-5"
M 6 10’-11" 7’-10" 0’-3" 12’-11" 9’-10" 0’-3" - - - - - - - 4 25’-6" 2 4 24’-3" 2’-9" 3’-6" 2 4 27’-0"
N 6 11’-5" 8’-0" 0’-3" 13’-5" 10’-1" 0’-3" - - - - - - - 4 27’-0" 2 4 24’-3" 2’-0" 3’-7" 2 4 28’-6"
O 6 11’-11" 8’-6" 0’-3" 13’-11" 10’-6" 0’-3" - - - - - - - 4 28’-0" 2 4 27’-6" 2’-9" 3’-6" 2 4 29’-8"
P 6 12’-5" 8’-9" 0’-3" 14’-5" 10’-9" 0’-3" - - - - - - - 4 29’-6" 2 4 27’-6" 2’-9" 3’-6" 2 4 31’-3"
Q 7 12’-11" 8’-9" 0’-3" 15’-0" 10’-10" 0’-3" - - - - - - - 4 31’-0" 2 4 27’-8" 2’-9" 3’-6" 2 4 32’-10"
R 6 11’-1" 7’-8" 0’-3" 13’-1" 9’-8" 0’-3" 6 13’-5" 11’-4" 0’-2" 15’-5" 13’-4" 0’-2" 4 32’-6" 2 4 31’-3" 2’-10" 3’-6" 2 4 34’-4"
S 6 11’-0" 7’-8" 0’-3" 13’-1" 9’-8" 0’-3" 6 13’-11" 11’-4" 0’-2" 15’-11" 13’-4" 0’-2" 4 34’-0" 2 4 31’-3" 2’-10" 3’-6" 2 4 36’-0"
T 6 11’-2" 7’-3" 0’-3" 13’-3" 9’-4" 0’-3" 6 14’-5" 11’-6" 0’-2" 16’-5" 13’-6" 0’-2" 4 35’-6" 2 4 35’-0" 2’-10" 3’-6" 2 4 37’-7"
U 6 11’-10" 7’-4" 0’-3" 13’-10" 9’-5" 0’-3" 7 14’-11" 12’-1" 0’-2" 17’-0" 14’-3" 0’-2" 4 36’-6" 2 4 34’-7" 2’-9" 3’-6" 2 4 38’-9"
V 6 12’-2" 7’-8" 0’-3" 14’-2" 9’-9" 0’-3" 7 15’-5" 12’-5" 0’-2" 17’-6" 14’-7" 0’-2" 4 38’-0" 2 4 34’-7" 2’-9" 3’-6" 2 4 40’-4"
W 6 12’-11" 7’-11" 0’-3" 14’-11" 9’-11" 0’-3" 7 16’-2" 13’-2" 0’-2" 18’-3" 15’-4" 0’-2" 4 39’-6" 2 4 38’-3" 2’-10" 3’-6" 2 4 41’-11"
X 6 13’-4" 8’-10" 0’-3" 15’-4" 10’-11" 0’-3" 7 16’-11" 13’-7" 0’-2" 19’-0" 15’-9" 0’-2" 4 41’-0" 2 4 38’-4" 2’-9" 3’-6" 2 4 43’-6"
Y 7 13’-10" 9’-11" 0’-3" 15’-11" 12’-0" 0’-3" 7 17’-5" 14’-1" 0’-2" 19’-6" 16’-3" 0’-2" 4 42’-6" 2 4 42’-0" 2’-9" 3’-6" 2 4 45’-0"
Z 7 14’-4" 9’-11" 0’-3" 16’-6" 12’-0" 0’-3" 7 17’-11" 14’-7" 0’-2" 20’-0" 16’-9" 0’-2" 4 44’-0" 2 4 42’-1" 2’-9" 3’-6" 2 4 46’-7"
AA 7 14’-8" 9’-7" 0’-3" 16’-9" 11’-9" 0’-3" 7 18’-5" 14’-11" 0’-2" 20’-6" 17’-0" 0’-2" 4 45’-0" 2 4 41’-7" 2’-9" 3’-6" 2 4 47’-9"
BB 7 15’-0" 9’-11" 0’-3" 17’-1" 12’-1" 0’-3" 8 18’-11" 15’-3" 0’-2" 21’-1" 17’-5" 0’-2" 4 46’-6" 2 4 45’-3" 2’-9" 3’-6" 2 4 49’-4"
CC 7 15’-1" 9’-7" 0’-3" 17’-3" 11’-8" 0’-3" 8 19’-5" 15’-5" 0’-2" 21’-7" 17’-7" 0’-2" 4 48’-0" 2 4 45’-4" 2’-10" 3’-6" 2 4 50’-11"
DD 7 15’-3" 9’-3" 0’-3" 17’-5" 11’-4" 0’-3" 8 19’-11" 15’-6" 0’-2" 22’-1" 17’-9" 0’-2" 4 49’-6" 2 4 49’-0" 2’-9" 3’-6" 2 4 52’-6"
EE 7 15’-9" 9’-3" 0’-3" 17’-11" 11’-4" 0’-3" 9 20’-5" 16’-0" 0’-2" 22’-10" 18’-6" 0’-2" 4 51’-0" 2 4 49’-1" 2’-9" 3’-6" 2 4 54’-1"
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE
WING DETAILS
2: 1 FILL SLOPE - TYPE II
VIRGINIA DEPARTMENT OF TRANSPORTATION
07/12
BCW-22
ROAD AND BRIDGE STANDARDS
REVISION DATE
SHEET 8 OF 8
1007.16