Virginia Endwalls - Amazon S3€¦ · Endwalls Use Precast concrete endwalls are designed to anchor...
Transcript of Virginia Endwalls - Amazon S3€¦ · Endwalls Use Precast concrete endwalls are designed to anchor...
Virginia Endwalls
PCVAEW2018A
Endwalls
Use
Precast concrete endwalls are designed to anchor the pipe or box sections into the
surrounding embankment, reduce hydraulic entrance and exit losses, and control erosion.
Sizes
Precast endwalls are normally available to accommodate all sizes and shapes of
pipe. Please refer to the details that follow for specific sizes and dimensions.
Application
Precast concrete endwalls can be used for the following:
● culverts beneath highways, railroads, or other embankments
● storm drain or sewer outfalls
● anywhere a pipe must conform to the slope of the surrounding terrain
Joints
Precast endwalls normally have no joints.
Applicable Specifications
Precast concrete endwalls can be produced to State or Local Department of
Transportation requirements.
TITLE
05-01-18
DATE
Precast Virginia Endwall(EW-1PC) for
12"Ø to 36"Ø Circular Pipe Culvert
Virginia Endwalls
20180605TED03
Elevation View
Isometric View
Side View
Notes
1) This design is intended for precast structures produced by CP&P only, not for cast-in-place
construction.
2) Concrete compressive strength 4,000 psi minimum.
3) Steel reinforcing design conforms to ASTM A706 or A615, grade 60 rebar or WWR
conforming to the requirements of ASTM A1064, grade 65 minimum.
4) Opening 8" maximum larger than pipe outside diameter. Additional reinforcement around
opening.
5) For use with pipe skewed 0° to 45°. Opening to be adjusted accordingly.
6) Contractor to consult VDOT EW-1PC standards for installation details.
7) All exposed 90° edges may be chamfered.
8) Length and reinforcement may be increased as necessary for handling considerations.
Pipe Size
H L
12'' 2'-3'' 4'-0''
15'' 2'-6'' 5'-0''
18'' 2'-8'' 6'-0''
21'' 3'-4'' 8'-0''
24'' 3'-4'' 8'-0''
27'' 4'-0'' 10'-0''
30'' 4'-0'' 10'-0''
33'' 4'-8'' 12'-0''
36'' 4'-8'' 12'-0''
8"
Pipe Opg
L
H
8"
2'-4"
14" 6"
(7)
TITLE
05-01-18
DATE
Precast Virginia Endwall(EW-1APC) for
23"x14" to 53"x34" Elliptical Pipe Culvert
Virginia Endwalls
20180605TED04
Elevation View
Isometric View
Side View
Notes
1) This design is intended for precast structures produced by CP&P only, not
for cast-in-place construction.
2) Concrete compressive strength 4,000 psi minimum.
3) Steel reinforcing design conforms to ASTM A706 or A615, grade 60 rebar
or WWR conforming to the requirements of ASTM A1064, grade 65
minimum.
4) Opening 8" maximum larger than pipe outside diameter. Additional
reinforcement around opening.
5) For use with pipe skewed 0° to 45°. Opening to be adjusted
accordingly.
6) Contractor to consult VDOT EW-1APC standards for installation details.
7) All exposed 90° edges may be chamfered.
8) Length and reinforcement may be increased as necessary for handling
considerations.
8"
Pipe Opg
L
H
(7)
2'-4"
14" 8" 6"
Approximate
Equivalent
Round Pipe
Size
Elliptical
Pipe Size
(Span x Rise)
H L
18" 23"x14" 2'-7" 5'-5"
24" 30"x19" 3'-0" 7'-2"
27" 34"x22" 3'-3" 8'-6"
30" 38"x24" 3'-6" 9'-2"
33" 42"x27" 3'-9" 10'-2"
36" 45"x29" 4'-0" 10'-11"
39" 49"x32" 4'-4" 12'-1"
42" 53"x34" 4'-6" 12'-11"
TITLE
05-07-18
DATE
Precast Virginia Endwall (EW-2PC) for
42"Ø to 96"Ø Circular Pipe Culvert
Virginia Endwalls
20180605TED10
Front Elevation View
Isometric View
Notes
1) This design is intended for precast structures produced by CP&P only, not
for cast-in-place construction.
2) Concrete compressive strength 4,000 psi minimum.
3) Steel reinforcing design conforms to ASTM A706 or A615, grade 60 rebar
or WWR conforming to the requirements of ASTM A1064, grade 65 minimum.
4) Opening 8" maximum larger than pipe outside diameter. Additional
reinforcement around opening.
5) For use with pipe skewed 0° to 15°. Opening to be adjusted accordingly.
6) Contractor to consult VDOT EW-2PC standards for installation details.
7) All exposed 90° edges may be chamfered.
8) Dimension "W" may be increased as necessary for handling considerations.
Plan View
Pipe Opg
H
4"
W
8"
6"
1
4
"
L
30°
(7)
L
3
4"Ø bolt, typ of 2 min each side @ 24"CC
6"
2
'
-
4
"
8"
Pipe
Size
H W
L
1
1
2
:1
Slope
L
2:1
Slope
42" 5'-8" 6'-6" 6'-8" 8'-8"
48" 6'-2" 7'-0" 7'-6" 9'-10"
54" 6'-8" 7'-8" 8'-5" 11'-0"
60" 7'-2" 8'-2" 9'-3" 12'-0"
66" 7'-10" 8'-10" 10'-0" 13'-4"
72" 8'-4" 9'-4" 11'-0" 14'-6"
78" 9'-0" 10'-0" 11'-10" 15'-8"
84" 9'-6" 10'-6" 12'-9" 16'-9"
90" 10'-2" 11'-2" 13'-8" 18'-0"
96" 10'-8" 11'-8" 14'-6" 19'-0"
TITLE
05-23-18
DATE
Precast Virginia Endwall (EW-2SPC) for
42"Ø to 96"Ø Pipe with 15° to 37.5° Skew
Virginia Endwalls
20180605TED11
Front Elevation View
Isometric View
Notes
1) This design is intended for precast structures produced by CP&P only, not for
cast-in-place construction.
2) Concrete compressive strength 4,000 psi minimum.
3) Steel reinforcing design conforms to ASTM A706 or A615, grade 60 rebar or
WWR conforming to the requirements of ASTM A1064, grade 65 minimum.
4) Opening 8" maximum larger than pipe outside diameter.
Additional reinforcement around opening.
5) For use with pipe skewed 15° to 37.5°. Left skew shown, right skew similar.
Opening to be adjusted accordingly.
6) Contractor to consult VDOT EW-2SPC standards for installation details.
7) All exposed 90° edges may be chamfered.
8) Dimension "W" may be increased as necessary for handling considerations.
Plan View
Pipe Opg
H
4"
W
8"
6"
(7)
3
4"Ø bolt, typ of 2 min each side @ 24"CC
15°Min
37.5°Max
30°
L
L
2
'
-
4
"
1
4
"
8"
6"
Pipe
Size
H W
L
1
1
2
:1
Slope
L
2:1
Slope
42" 5'-8" 8'-3" 6'-8" 8'-8"
48" 6'-2" 8'-11" 7'-6" 9'-10"
54" 6'-8" 9'-9" 8'-5" 11'-0"
60" 7'-2" 10'-6" 9'-3" 12'-0"
66" 7'-10" 11'-6" 10'-0" 13'-4"
72" 8'-4" 12'-4" 11'-0" 14'-6"
78" 9'-0" 13'-0" 11'-10" 15'-8"
84" 9'-6" 13'-10" 12'-9" 16'-9"
90" 10'-2" 14'-10" 13'-8" 18'-0"
96" 10'-8" 15'-10" 14'-6" 19'-0"
TITLE
05-07-18
DATE
Precast Virginia Endwall (EW-2SPC) for
42"Ø to 96"Ø Pipe with 37.5° to 45° Skew
Virginia Endwalls
20180605TED15
Front Elevation View
Isometric View
Notes
1) This design is intended for precast structures produced by CP&P
only, not for cast-in-place construction.
2) Concrete compressive strength 4,000 psi minimum.
3) Steel reinforcing design conforms to ASTM A706 or A615, grade
60 rebar or WWR conforming to the requirements of ASTM
A1064, grade 65 minimum.
4) Opening 8" maximum larger than pipe outside diameter.
Additional reinforcement around opening.
5) For use with pipe skewed 37.5° to 45°. Left skew shown, right
skew similar. Opening to be adjusted accordingly.
6) Contractor to consult VDOT EW-2SPC standards for installation
details.
7) All exposed 90° edges may be chamfered.
8) Dimension "W" may be increased as necessary for handling
considerations.
Plan View
Pipe Opg
H
4"
W
8"
6"
3
4"Ø bolt, typ of 2 min each side @ 24"CC
L45°
6"
8"
1
4
"
2
'
-
4
"
L30°
(7)
Pipe
Size
H W
L30°
1
1
2
:1
Slope
L30°
2:1
Slope
L45°
1
1
2
:1
Slope
L45°
2:1
Slope
42" 5'-8" 9'-2" 6'-8" 8'-8" 8'-3" 10'-8"
48" 6'-2" 9'-11" 7'-6" 9'-10" 9'-3" 12'-0"
54" 6'-8" 10'-10" 8'-5" 11'-0" 10'-3" 13'-6"
60" 7'-2" 11'-6" 9'-3" 12'-0" 11'-4" 14'-11"
66" 7'-10" 12'-6" 10'-0" 13'-4" 12'-5" 16'-4"
72" 8'-4" 13'-2" 11'-0" 14'-6" 13'-6" 17'-8"
78" 9'-0" 14'-1" 11'-10" 15'-8" 14'-6" 19'-0"
84" 9'-6" 14'-10" 12'-9" 16'-9" 15'-6" 20'-6"
90" 10'-2" 15'-9" 13'-8" 18'-0" 16'-8" 22'-0"
96" 10'-8" 16'-6" 14'-6" 19'-0" 17'-8" 23'-4"
30°
45°
37.5°Min
45°Max
TITLE
05-07-18
DATE
Precast Virginia Endwall (EW-2APC) for
60"x38" to 106"x68" Elliptical Pipe Culvert
Virginia Endwalls
20180605TED09
Front Elevation View
Isometric View
Notes
1) This design is intended for precast structures produced by CP&P
only, not for cast-in-place construction.
2) Concrete compressive strength 4,000 psi minimum.
3) Steel reinforcing design conforms to ASTM A706 or A615,
grade 60 rebar or WWR conforming to the requirements
of ASTM A1064, grade 65 minimum.
4) Opening 8" maximum larger than pipe outside diameter.
Additional reinforcement around opening.
5) For use with pipe skewed 0° to 15°. Opening to be adjusted
accordingly.
6) Contractor to consult VDOT EW-2APC standards for installation
details.
7) All exposed 90° edges may be chamfered.
8) Dimension W may be increased as necessary for handling
considerations.
Plan View
Pipe Opg
H
4"
W
8"
6"
(7)
3
4"Ø bolt, typ of 2 min each side @ 24"CC
L
L
30°
2
'
-
4
"
1
4
"
8"
6"
Approximate
Equivalent
Round Pipe
Size
Elliptical
Pipe Size
(Span x Rise)
H W
L
1
1
2
:1
Slope
L
2:1
Slope
48" 60"x38" 5'-8" 8'-3" 6'-8" 8'-8"
54" 68"x43" 5'-8" 9'-0" 6'-8" 8'-8"
60" 76"x48" 6'-2" 9'-9" 7'-6" 9'-10"
66" 83"x53" 6'-8" 10'-5" 8'-5" 11'-0"
72" 91"x58" 7'-2" 11'-2" 9'-3" 12'-0"
78" 98"x63" 7'-10" 11'-10" 10'-0" 13'-4"
84" 106"x68" 8'-4" 12'-7" 11'-0" 14'-6"
TITLE
05-02-18
DATE
Precast Virginia Endwall for Multiple(EW-6PC)
12"Ø to 36"Ø Circular Pipe Culvert
Virginia Endwalls
20180605TED05
Elevation View
Isometric View
Notes
1) This design is intended for precast structures produced by CP&P only, not for
cast-in-place construction.
2) Concrete compressive strength 4,000 psi minimum.
3) Steel reinforcing design conforms to ASTM A706 or A615, grade 60 rebar or WWR
conforming to the requirements of ASTM A1064, grade 65 minimum.
4) Opening 8" maximum larger than pipe outside diameter. Additional reinforcement
around opening.
5) For use with pipe skewed 0° to 15°. Opening to be adjusted accordingly.
6) Contractor to consult VDOT EW-6PC standards for installation details.
7) All exposed 90° edges may be chamfered.
8) Length and reinforcement may be increased as necessary for handling considerations.
9) Dimension "L" increased by dimension "S" for each additional pipe.
Side View
Pipe Size
H L S G
12'' 2'-3'' 5'-10'' 2'-0'' 1'-11"
15'' 2'-6'' 7'-3'' 2'-3'' 2'-6''
18'' 2'-8'' 8'-8'' 2'-8'' 3'-0''
21'' 3'-4'' 11'-6'' 3'-6'' 4'-0''
24'' 3'-4'' 11'-6'' 3'-6'' 4'-0''
27'' 4'-0'' 14'-4'' 4'-4'' 5'-0''
30'' 4'-0'' 14'-4'' 4'-4'' 5'-0''
33'' 4'-8'' 17'-2'' 5'-2'' 6'-0''
36'' 4'-8'' 17'-2'' 5'-2'' 6'-0''
Pipe Opg
L
H
8"
2'-4"
14"
8"
(7)
G S G
Pipe Opg
6"
TITLE
05-02-18
DATE
Precast Virginia Endwall for Multiple(EW-6SPC)
12"Ø to 36"Ø Circular Pipe Culvert with 30° or 45° Skew
Virginia Endwalls
20180605TED06
Elevation View
Isometric View
Notes
1) This design is intended for precast structures produced
by CP&P only, not for cast-in-place construction.
2) Concrete compressive strength 4,000 psi minimum.
3) Steel reinforcing design conforms to ASTM A706
or A615, grade 60 rebar or WWR conforming to the
requirements of ASTM A1064, grade 65 minimum.
4) Opening 8" maximum larger than pipe outside
diameter. Additional reinforcement around
opening.
5) Endwall with 30° skew for use with pipe
skewed 15° to 37.5°. Endwall with 45° skew
for use with pipe skewed 37.5° to 45°.
Openings to be adjusted accordingly.
6) Contractor to consult VDOT EW-6SPC standards
for installation details.
7) All exposed 90° edges may be chamfered.
8) Length and reinforcement may be increased as
necessary for handling considerations.
9) Dimension "L30° or L45°" increased by
dimension "S30° or S45°" for each additional
pipe.
Side View
Plan View
Pipe Size
H L30° L45° S S30° S45° G
12'' 2'-3'' 6'-3
3
8
" 6'-10'' 2'-0'' 2'-3
3
4
" 2'-10" 2'-0''
15'' 2'-6'' 7'-7
1
8
" 8'-2
1
8
" 2'-3'' 2'-7
1
8
" 3'-2
1
8
" 2'-6''
18'' 2'-8'' 9'-1" 9'-9
1
4
" 2'-8'' 3'-1'' 3'-9
1
4
" 3'-0''
21'' 3'-4'' 12'-0
1
2
" 12'-11
3
8
" 3'-6'' 4'-0
1
2
" 4'-11
3
8
" 4'-0''
24'' 3'-4'' 12'-0
1
2
" 12'-11
3
8
" 3'-6'' 4'-0
1
2
" 4'-11
3
8
" 4'-0''
27'' 4'-0'' 15'-0'' 16'-1
1
2
" 4'-4'' 5'-0" 6'-1
1
2
" 5'-0''
30'' 4'-0'' 15'-0'' 16'-1
1
2
" 4'-4'' 5'-0" 6'-1
1
2
" 5'-0''
33'' 4'-8'' 17'-11
5
8
" 19'-3
5
8
" 5'-2'' 5'-11
5
8
" 7'-3
5
8
" 6'-0''
36'' 4'-8'' 17'-11
5
8
" 19'-3
5
8
" 5'-2'' 5'-11
5
8
" 7'-3
5
8
" 6'-0''
Pipe
Opg
Pipe
Opg
S30° or S45°G G
H
8"
(7)
2'-4"
6"
14"
8"
L30° or L45°
S
30° or 45°
TITLE
05-23-18
DATE
Precast Virginia Endwall for Multiple(EW-7PC)
42"Ø to 96"Ø Circular Pipe Culvert
Virginia Endwalls
20180605TED12
Front Elevation View
Isometric View
Notes
1) This design is intended for precast structures produced by CP&P
only, not for cast-in-place construction.
2) Concrete compressive strength 4,000 psi minimum.
3) Steel reinforcing design conforms to ASTM A706 or A615, grade 60
rebar or WWR conforming to the requirements of ASTM A1064, grade
65 minimum.
4) Opening 8" maximum larger than pipe outside diameter. Additional
reinforcement around opening.
5) For use with pipe skewed 0° to 15°. Opening to be adjusted accordingly.
6) Contractor to consult VDOT EW-7PC standards for installation details.
7) All exposed 90° edges may be chamfered.
8) Dimension "T" may be increased by dimenion "S" for each additional
pipe and as necessary for handling considerations.
Plan View
Pipe Opg
H
4"
T
8"
6"
(7)
3
4"Ø bolt, typ of 2 min each side @ 24"CC
S
L
2
'
-
4
"
1
4
'
8"
6"
L
Pipe Opg
30°
Pipe
Size
H T S
L
1
1
2
:1
Slope
L
2:1
Slope
42" 5'-8" 12'-6" 6'-0" 6'-8" 8'-8"
48" 6'-2" 13'-10" 6'-10" 7'-6" 9'-10"
54" 6'-8" 15'-4" 7'-8" 8'-5" 11'-0"
60" 7'-2" 16'-8" 8'-6" 9'-3" 12'-0"
66" 7'-10" 18'-2" 9'-4" 10'-0" 13'-4"
72" 8'-4" 19'-6" 10'-2" 11'-0" 14'-6"
78" 9'-0" 21'-0" 11'-0" 11'-10" 15'-8"
84" 9'-6" 22'-4" 11'-10" 12'-9" 16'-9"
90" 10'-2" 23'-10" 12'-8" 13'-8" 18'-0"
96" 10'-8" 25'-2" 13'-6" 14'-6" 19'-0"
TITLE
05-28-18
DATE
Precast Virginia Endwall for Multiple(EW-7SPC)
42"Ø to 96"Ø Pipe with 15° to 37.5° Skew
Virginia Endwalls
20180605TED13
Front Elevation View
Isometric View
Notes
1) This design is intended for precast structures produced by CP&P
only, not for cast-in-place construction.
2) Concrete compressive strength 4,000 psi minimum.
3) Steel reinforcing design conforms to ASTM A706 or A615, grade
60 rebar or WWR conforming to the requirements of ASTM
A1064, grade 65 minimum.
4) Opening 8" maximum larger than pipe outside diameter.
Additional reinforcement around opening.
5) For use with pipe skewed 15° to 37.5°. Left kew shown, right
skew similar. Opening to be adjusted accordingly.
6) Contractor to consult VDOT EW-7SPC standards for installation
details.
7) All exposed 90° edges may be chamfered.
8) Dimension "T" may be increased by dimension S30° for each
additional pipe and as necessary for handling considerations.
Plan View
H
4"
T
8"
6"
S30°
3
4"Ø bolt, typ of 2 min each side @ 24"CC
(7)
30°
15°Min
37.5°Max
S
L
2
'
-
4
"
8"
6"
L
14"
Pipe
Size
H T S S 30°
L
1
1
2
:1
Slope
L
2:1
Slope
42" 5'-8" 16'-6" 6'-0" 7'-0" 6'-8" 8'-8"
48" 6'-2" 18'-4" 6'-10" 7'-11" 7'-6" 9'-10"
54" 6'-8" 20'-3" 7'-8" 8'-11" 8'-5" 11'-0"
60" 7'-2" 22'-2" 8'-6" 9'-10" 9'-3" 12'-0"
66" 7'-10" 24'-0" 9'-4" 10'-10" 10'-0" 13'-4"
72" 8'-4" 25'-11" 10'-2" 11'-9" 11'-0" 14'-6"
78" 9'-0" 27'-10" 11'-0" 12'-9" 11'-10" 15'-8"
84" 9'-6" 29'-8" 11'-10" 13'-8" 12'-9" 16'-9"
90" 10'-2" 31'-8" 12'-8" 14'-8" 13'-8" 18'-0"
96" 10'-8" 33'-8" 13'-6" 15'-8" 14'-6" 19'-0"
Pipe
Opg
Pipe
Opg
TITLE
05-30-18
DATE
Precast Virginia Endwall for Multiple(EW-7SPC)
42"Ø to 96"Ø Pipe with 37.5° to 45° Skew
Virginia Endwalls
20180605TED14
Front Elevation View
Isometric View
Notes
1) This design is intended for precast structures produced
by CP&P only, not for cast-in-place construction.
2) Concrete compressive strength 4,000 psi minimum.
3) Steel reinforcing design conforms to ASTM A706
or A615, grade 60 rebar or WWR conforming to the
requirements of ASTM A1064, grade 65 minimum.
4) Opening 8" maximum larger than pipe outside
diameter. Additional reinforcement around opening.
5) For use with pipe skewed 37.5° to 45°. Left skew
shown, right skew similar. Opening to be adjusted
accordingly.
6) Contractor to consult VDOT EW-7SPC standards for
installation details.
7) All exposed 90° edges may be chamfered.
8) Dimension "T" may be increased by dimension S45°
for each additional pipe and as necessary for
handling considerations.
Plan View
Pipe
Opg
H
4"
6"
Pipe
Opg
(7)
45°
S
T
S45°
8"
L30°
L45°
2'-4"
14"
8"
6"
30°
37.5°Min
45°Max
3
4"Ø bolt, typ of 2 min each side @ 24"CC
Pipe
Size
H T S S45°
L30°
1
1
2
:1
Slope
L30°
2:1
Slope
L45°
1
1
2
:1
Slope
L45°
2:1
Slope
42" 5'-8" 17'-8" 6'-0" 8'-6" 6'-8" 8'-8" 8'-3" 10'-8"
48" 6'-2" 19'-7" 6'-10" 9'-8" 7'-6" 9'-10" 9'-3" 12'-0"
54" 6'-8" 21'-9" 7'-8" 10'-11" 8'-5" 11'-0" 10'-3" 13'-6"
60" 7'-2" 23'-7" 8'-6" 12'-1" 9'-3" 12'-0" 11'-4" 14'-11"
66" 7'-10" 25'-9" 9'-4" 13'-3" 10'-0" 13'-4" 12'-5" 16'-4"
72" 8'-4" 27'-7" 10'-2" 14'-5" 11'-0" 14'-6" 13'-6" 17'-8"
78" 9'-0" 29'-8" 11'-0" 15'-7" 11'-10" 15'-8" 14'-6" 19'-0"
84" 9'-6" 31'-7" 11'-10" 16'-9" 12'-9" 16'-9" 15'-6" 20'-6"
90" 10'-2" 33'-8" 12'-8" 17'-11" 13'-8" 18'-0" 16'-8" 22'-0"
96" 10'-8" 35'-8" 13'-6" 19'-2" 14'-6" 19'-0" 17'-8" 23'-4"
TITLE
05-03-18
DATE
Precast Virginia Endwall(EW-9PC) for
Corrugated Metal Arch Pipe Culvert
Virginia Endwalls
20180605TED07
Elevation View
Isometric View
Side View
Notes
1) This design is intended for precast structures produced by CP&P only,
not for cast-in-place construction.
2) Concrete compressive strength 4,000 psi minimum.
3) Steel reinforcing design conforms to ASTM A706 or A615, grade 60
rebar or WWR conforming to the requirements of ASTM A1064,
grade 65 minimum.
4) Opening 8" maximum larger than pipe outside diameter. Additional
reinforcement around opening.
5) For use with pipe skewed 0° to 45°. Opening to be adjusted
accordingly.
6) Contractor to consult VDOT EW-9PC standards for installation details.
7) All exposed 90° edges may be chamfered.
8) Length and reinforcement may be increased as necessary for handling
considerations.
8"
Pipe Opg
L
H
(7)
2'-4"
14" 8" 6"
Approximate
Equivalent Round
Pipe Size
Arch
Pipe Size
(Span x Rise)
H L
2
2
3
" x
1
2
"
Corrugation
15" 17"x13" 2'-1" 4'-0"
18" 21"x15" 2'-3" 5'-0"
21" 24"x18" 2'-6" 6'-0"
24" 28"x20" 2'-8" 7'-0"
30" 35"x24" 3'-0" 8'-0"
36" 42"x29" 3'-8" 10'-0"
42" 49"x33" 4'-1" 12'-0"
48" 57"x38" 4'-6" 13'-0"
3" x 1" and 5" x 1"
Corrugation
36" 40"x31" 3'-8" 10'-0"
42" 46"x36" 4'-1" 12'-0"
48" 53"x41" 4'-6" 13'-0"
TITLE
05-03-18
DATE
Precast Virginia Endwall(EW-10PC) for
Multiple Corrugated Metal Arch Pipe Culvert
Virginia Endwalls
20180605TED08
Elevation View
Isometric View
Side View
Notes
1) This design is intended for precast structures produced by
CP&P only, not for cast-in-place construction.
2) Concrete compressive strength 4,000 psi minimum.
3) Steel reinforcing design conforms to ASTM A706 or A615,
grade 60 rebar or WWR conforming to the requirements of
ASTM A1064, grade 65 minimum.
4) Opening 8" maximum larger than pipe outside diameter.
Additional reinforcement around opening.
5) For use with pipe skewed 0° to 15°. Opening to be
adjusted accordingly.
6) Contractor to consult VDOT EW-10PC standards for
installation details.
7) All exposed 90° edges may be chamfered.
8) Length may be increased by dimension "M" for additional
pipes or as necessary for handling considerations.
8"
Pipe Opg
L
H
(7)
Pipe Opg
2'-4"
14" 6"
8"
G M G
Approximate
Equivalent
Round Pipe Size
Arch Pipe Size
(Span x Rise)
H L G M
2
2
3
" x
1
2
"
Corrugation
15" 17"x13" 2'-1" 6'-6" 2'-0" 2'-6"
18" 21"x15" 2'-3" 7'-10" 2'-6" 2'-10"
21" 24"x18" 2'-6" 9'-1" 3'-0" 3'-1"
24" 28"x20" 2'-8" 10'-5" 3'-6" 3'-5"
30" 35"x24" 3'-0" 12'-0" 4'-0" 4'-0"
36" 42"x29" 3'-8" 14'-10" 5'-0" 4'-10"
42" 49"x33" 4'-1" 17'-7" 6'-0" 5'-7"
48" 57"x38" 4'-6" 19'-6" 6'-6" 6'-6"
3" x 1" & 5" x 1"
Corrugation
36" 40"x31" 3'-8" 14'-10" 5'-0" 4'-10"
42" 46"x36" 4'-1" 17'-7" 6'-0" 5'-7"
48" 53"x41" 4'-6" 19'-6" 6'-6" 6'-6"
A A
TITLE
06-13-18
DATE
Precast Virginia Endwall EW-11
Virginia Endwalls
20180613TED01
Section View A-A
Isometric View
Side View
Notes
1) This design is intended for precast structures produced by CP&P only.
2) Concrete compressive strength 4,000 psi minimum.
3) Bar reinforcement design conforms to ASTM A706 or A615, grade 60 rebar or WWR
reinforcement conforms to ASTM A1064, grade 65 minimum.
4) Lift holes (if applicable) to be filled with an approved non-shrink grout.
5) Grate pipe and related hardware to be galvanized. See Drawing: Grate Pipe Assembly Detail.
6) Annular space between pipe and hole and on top of pipe support bracket block-out in wall (where
required) to be filled per VDOT specifications.
7) When pipe is installed at inlet end of culvert, bevel to be provided by others. Refer to VDOT road
and bridge standards for bevel details.
8) All exposed 90° edges may be chamfered.
9) Grates in accordance with VDOT EW-11.
10) *Extension at manufacturer's option. Adjust overall dimensions when extension is excluded.
11) **Pipe and support bracket related dimensions only.
12) See table drawing for dimensions.
Elevation View
Plan View
Notes
1) This design is intended for precast structures produced by CP&P only, not for cast-in-place
construction.
2) Concrete compressive strength 4,000 psi minimum.
3) Steel reinforcing design conforms to ASTM A706 or A615, grade 60 rebar or WWR
conforming to the requirements of ASTM A1064, grade 65 minimum.
4) Opening 8" maximum larger than pipe outside diameter. Additional reinforcement around
opening.
5) For use with pipe skewed 0° to 45°. Opening to be adjusted accordingly.
6) Contractor to consult VDOT EW-1PC standards for installation details.
7) All exposed 90° edges may be chamfered.
8) Length and reinforcement may be increased as necessary for handling considerations.
Slope Pipe Size
3:1 12'' to 60"
4:1 12" to 60''
6:1 12'' to 48"
L+22
1
2
"
L 8"12"
W+21"
(*)
W+16"W
Hole Opg
Centered
12"
Hole Opg
H
(Inside)
a
b
(8)
Curtain Wall
7
1
2
" Y
X
6"
Center Support
As Required
One Piece Wall
(5)
Weep Holes(Typ)
Keyway Joint
2
1
2
"(*)
8"
3" Ø Weep Holes
@ 8'-0" OC(Typ)
5
1
2
"
2
3
4
"
L3**
L2**
L4**
L5**
8
1
2
"
4
1
4
"
8
1
2
"
1" Ø Coil Insert
at Bottom
of Blockout(Typ)
Grate Pipe Pocket
OD +
1
4
"(Typ)
12" + Pipe OD
Between Grate
Pipes(Typ)
W
+
2
1
"
6
"
1
8
"
2"
Grate Pipe Pocket
Number of Grate Pipes Varies
TITLE
06-13-18
DATE
Precast Virginia Endwall EW-11
Grate Pipe Assembly Detail
Virginia Endwalls
20180613TED02
Section View A-A
Isometric View
Side View
Notes
1) This design is intended for precast structures produced by CP&P only.
2) Grate pipe and steel plate conforms to ASTM A36.
3) See table page for dimensions.
Elevation View
Elevation View
(Grate Pipe)
Notes
1) This design is intended for precast structures produced by CP&P only, not for cast-in-place
construction.
2) Concrete compressive strength 4,000 psi minimum.
3) Steel reinforcing design conforms to ASTM A706 or A615, grade 60 rebar or WWR
conforming to the requirements of ASTM A1064, grade 65 minimum.
4) Opening 8" maximum larger than pipe outside diameter. Additional reinforcement around
opening.
5) For use with pipe skewed 0° to 45°. Opening to be adjusted accordingly.
6) Contractor to consult VDOT EW-1PC standards for installation details.
7) All exposed 90° edges may be chamfered.
8) Length and reinforcement may be increased as necessary for handling considerations.
Elevation View
(Center Support Assembly)
Plan View
(4" x
1
2" Plate)
Isometric View
(Curtain Wall)
End View
(Grate Pipe)
Side View
(Center Support Assembly)
Pipe Size
L H A
12'' 11'-6'' 2'-3'' 10'-7
1
2
"
15'' 14'-10'' 2'-7'' 14'-0"
18'' 17'-4'' 2'-10'' 16'-6"
21'' 22'-4'' 3'-4'' 21'-6
1
2
"
24'' 22'-4'' 3'-4'' 21'-6
1
2
"
1
8
"
6
"
W
+
2
1
"
W+10"
W-2"
1/4"
8"
1/4" 8"
(Typ)
4"
L2
4"
2"L4
2"
4
1
4
"(Typ)
5
8
" Ø Hole for
Expansion Bolts(Typ)
8"
4"
2
1
4
"
2"
4"
4"
4
1
2
"
5"
16
1
2
"
1
4
" R
8"x4"x
1
4
"
Structural Tubing
2" 1
1
2
"Ø Hole for
1"Ø x9
1
2
" Coil Bolt
with Washer(Typ)
(2)
3
4
" Ø Holes Straight Thru when
Center Support is Required
Grate Pipe
Grate Pipe
Upper End
Shall be Capped
8"x4
1
2
" x
3
8
"
Steel Plate
3
4
"Ø Hole for
5
8
"Ø x 6
3
4
" Long Bolts
with (2) Flat Washers
& (1) Self Locking Nut
with Washer(Typ)
Varies
Center Between
Pipes Length Varies(Typ)
TITLE
06-13-18
DATE
Precast Virginia Endwall EW-11
Dimension Tables
Virginia Endwalls
20180613TED03
Notes
1) This design is intended for precast structures produced by CP&P only.
2) * Dimension may be reduced for specific pipe wall thickness.
Notes
1) This design is intended for precast structures produced by CP&P only, not for cast-in-place
construction.
2) Concrete compressive strength 4,000 psi minimum.
3) Steel reinforcing design conforms to ASTM A706 or A615, grade 60 rebar or WWR
conforming to the requirements of ASTM A1064, grade 65 minimum.
4) Opening 8" maximum larger than pipe outside diameter. Additional reinforcement around
opening.
5) For use with pipe skewed 0° to 45°. Opening to be adjusted accordingly.
6) Contractor to consult VDOT EW-1PC standards for installation details.
7) All exposed 90° edges may be chamfered.
8) Length and reinforcement may be increased as necessary for handling considerations.
6:1 Slope
Pipe Size
H L W
Grate Pipe Ø#Grate Pipes
L2 L3 L4 L5
12" 1'-10" 11'-0" 2'-0" 3
1
2
" 1 12'-1
3
4
"
N/A N/A N/A
15" / 18"2'-4
1
2
" 14'-3" 2'-0" 4" 1 15'-5
1
4
"N/A N/A N/A
21" / 24"
2'-11" 17'-6" 3'-0" 4
1
2
" 2 18'-9"
N/A N/A N/A
27" / 30"3'-5
1
2
" 20'-9" 3'-0" 4
1
2
" 2 21'-8" 4'-8
1
8
" 17'-4
1
2
" 4'-3
1
2
"
33" / 36"
4'-0" 24'-0" 4'-0" 4
1
2
" 3 24'-11
3
8
" 7'-11
5
8
" 17'-4
1
2
" 7'-7"
42" 4'-6" 27'-3" 4'-0" 4
1
2
" 3 28'-7" 11'-2
7
8
" 17'-4
1
2
" 11'-2
1
2
"
48" 5'-1" 30'-6" 5'-0" 4
1
2
" 3 31'-10" 14'-6
3
8
" 17'-4
1
2
" 14'-6
1
8
"
4:1 Slope
Pipe Size
H L W
Grate Pipe Ø #Grate Pipes
L2 L3 L4 L5
12" 1'-10" 7'-4" 2'-0" 3
1
2
" 1 8'-6
3
4
"
N/A N/A N/A
15" / 18"
2'-4
1
2
" 9'-6" 2'-0" 3
1
2
" 1 10'-9
1
2
"
N/A N/A N/A
21" / 24"
2'-11" 11'-8" 3'-0" 4" 2 13'-0
1
4
"N/A N/A N/A
27" / 30"3'-5
1
2
" 13'-10" 3'-0" 4" 2 15'-3"N/A N/A N/A
33" / 36"
4'-0" 16'-0" 4'-0" 4
1
2
" 3 17'-6"
N/A N/A N/A
42" 4'-6
1
2
" 18'-2" 4'-0" 4
1
2
" 3 19'-5
3
8
"
N/A N/A N/A
48" 5'-1" 20'-4" 5'-0" 4
1
2
" 3 21'-11
1
4
" 10'-0
7
8
" 11'-10
1
2
" 10'-0
3
4
"
54" 5'-7
1
2
" 22'-6" 6'-0" 4
1
2
" 4 24'-2
1
8
" 12'-3
3
4
" 11'-10
1
2
" 12'-3
5
8
"
60" 6'-2" 24'-8" 6'-0" 4
1
2
" 4 26'-5
1
8
" 14'-6
5
8
' 11'-10
1
2
" 14'-6
5
8
"
3:1 Slope
Pipe Size
H L W
Grate Pipe Ø #Grate Pipes
L2
12" 1'-10" 5'-6" 2'-0" 3
1
2
" 1 6'-9
1
2
"
15" / 18"
2'-4
1
2
" 7'-1
1
2
" 2'-0" 3
1
2
" 1 8'-6
1
4
"
21" / 24"
2'-11" 8'-9" 3'-0" 3
1
2
" 2 10'-2
3
4
"
27" / 30"
3'-5
1
2
" 10'-4
1
2
" 3'-0" 3
1
2
" 2 11'-11
1
4
"
33" / 36"
4'-0" 12'-0" 4'-0" 4" 3 13'-7
3
4
"
42" 4'-6
1
2
" 13'-7
1
2
" 4'-0" 4" 3 15'-0
5
8
"
48" 5'-1" 15"-3" 5'-0" 4
1
2
" 3 16'-8
3
4
"
54" 5'-7
1
2
" 16'-10
1
2
" 6'-0" 4
1
2
" 4 18'-5
3
4
"
60" 6'-2" 18'-6" 6'-0" 4
1
2
" 4 20'-2
1
4
"
6:1 Slope Pocket
Grate Pipe Ø
X Y
3
1
2
" 2
1
2
" 33"
4" 2" 36"
4
1
2
" 1
1
2
" 39"
All Slopes
a* b
Hole Opg
3
1
2
" 6
1
2
" 20"
5" / 2"7
1
2
" / 6
1
2
"24" / 28"
4" / 2
1
2
" 7" / 6
1
2
"
32" / 34"
4" / 1"7
1
2
" / 6
1
2
"38" / 42"
3" / 1"
7"
46" / 48"
0" 7" 56"
0" 8" 62"
0" 8" 70"
0" 8" 76"
4:1 Slope Pocket
Grate Pipe Ø
X Y
3
1
2
" 2 " 24"
4" 1
1
2
" 26"
4
1
2
" 1" 28"
3:1 Slope Pocket
Grate Pipe Ø
X Y
3
1
2
" 1
1
2
" 18"
4" 1" 19
1
2
"
4
1
2
"
1
2
" 21"
Curtain Wall Detail
A
A
TITLE
06-07-18
DATE
Precast Virginia Endwall
EW-11A-LA
Virginia Endwalls
20180607TED01
Section View A-A
Isometric View
Side View
Notes
1) This design is intended for precast structures produced by CP&P only.
2) Concrete compressive strength 4,000 psi minimum.
3) Bar reinforcement design conforms to ASTM A706 or A615, grade 60 rebar or WWR
reinforcement conforms to ASTM A1064, grade 65 minimum.
4) Use # 4 bars diagonally around opening. Length=hole opening + 8". Bend as
necessary at wall edges.
5) All exposed 90° edges may be chamfered.
6) Grates in accordance with VDOT EW-11A.
Elevation View
Plan View
Notes
1) This design is intended for precast structures produced by CP&P only, not for cast-in-place
construction.
2) Concrete compressive strength 4,000 psi minimum.
3) Steel reinforcing design conforms to ASTM A706 or A615, grade 60 rebar or WWR
conforming to the requirements of ASTM A1064, grade 65 minimum.
4) Opening 8" maximum larger than pipe outside diameter. Additional reinforcement around
opening.
5) For use with pipe skewed 0° to 45°. Opening to be adjusted accordingly.
6) Contractor to consult VDOT EW-1PC standards for installation details.
7) All exposed 90° edges may be chamfered.
8) Length and reinforcement may be increased as necessary for handling considerations.
Pipe Size
L H A
12'' 11'-6'' 2'-3'' 10'-7
1
2
"
15'' 14'-10'' 2'-7'' 14'-0"
18'' 17'-4'' 2'-10'' 16'-6"
21'' 22'-4'' 3'-4'' 21'-6
1
2
"
24'' 22'-4'' 3'-4'' 21'-6
1
2
"
3'-5"3'-0"
2
1
2
"
2
1
2
" 2
1
2
"L
2'-0"
6"
6"
3"
A
Curtain Wall
(5)
Curtain Wall Detail
H
8"
Pipe Opg
6"
2
1
2
"
6"
8"
2"
6"
8"
A
A
TITLE
06-11-18
DATE
Precast Virginia Endwall
EW-11A-LH
Virginia Endwalls
20180611TED01
Section View A-A
Isometric View
Side View
Notes
1) This design is intended for precast structures produced by CP&P only.
2) Concrete compressive strength 4,000 psi minimum.
3) Bar reinforcement design conforms to ASTM A706 or A615, grade 60 rebar
or WWR reinforcement conforms to ASTM A1064, grade 65 minimum.
4) Use # 4 bars diagonally around opening. Length=hole opening + 8". Bend as
necessary at wall edges.
5) All exposed 90° edges may be chamfered.
6) Grates in accordance with VDOT EW-11A.
Elevation View
Plan View
Notes
1) This design is intended for precast structures produced by CP&P only, not for cast-in-place
construction.
2) Concrete compressive strength 4,000 psi minimum.
3) Steel reinforcing design conforms to ASTM A706 or A615, grade 60 rebar or WWR
conforming to the requirements of ASTM A1064, grade 65 minimum.
4) Opening 8" maximum larger than pipe outside diameter. Additional reinforcement around
opening.
5) For use with pipe skewed 0° to 45°. Opening to be adjusted accordingly.
6) Contractor to consult VDOT EW-1PC standards for installation details.
7) All exposed 90° edges may be chamfered.
8) Length and reinforcement may be increased as necessary for handling considerations.
Pipe Size Pipe Opg
L H A
12'' 17
1
2
" 11'-4'' 2'-1'' 10'-7
1
2
"
15'' 21" 14'-8'' 2'-5'' 14'-0"
18'' 24
1
2
" 17'-2'' 2'-8'' 16'-6"
21'' 31
1
2
" 22'-2'' 3'-2'' 21'-6
1
2
"
24'' 31
1
2
" 22'-2'' 3'-2'' 21'-6
1
2
"
6"
L
3"
A
(5)
6"
6"
2'-0"
H
Pipe Opg
6"
3"
3'-0"
12"
6"
4"
6"
Slot Detail
Wall Thickness (in) 4 5 6 7 8 8 9 10 11 12
Top Thickness (in) 7 7.5 8 8 8 8 9 10 11 12
Bottom Thickness (in) 6 6 7 7 8 8 9 10 11 12
2 0.41 0.56
3 0.46 0.62 0.82 0.99
4 0.68 0.90 1.07 1.30 1.40 2.44 2.85
5 0.97 1.16 1.40 1.50 1.83 2.19
6 1.25 1.50 1.60 1.94 2.31 2.72 3.15
7 1.60 1.70 2.05 2.44
Product Dimensions
TITLE
05-30-18
DATE
Precast Virginia Endwall(EW-12) for
Pipe Underdrain
Virginia Endwalls
20180605TED16
Section View A-A
Isometric View
Side View
Notes
1) Endwall to be placed at the end of underdrain outlet and installed
perpendicular to roadway and flush with slope.
2) Concrete compressive strength 4,000 psi minimum.
3) Steel reinforcing design conforms to ASTM A706 or A615, grade 60 rebar
or WWR conforming to the requirements of ASTM A1064, grade 65 minimum.
4) Endwall accepts rigid nonperforated, smooth-bore pipe, 70 psi tested conforming
to the requirements of ASTM D2412.
5) The expanded steel mesh extends a minimum of 1" above the pipe OD.
6) The slot is for expanded steel mesh that allows easy removal for cleanout purposes.
7) Expanded steel mesh (rodent screen) to be galvanized with openings approximately
1
2" x 1" and weighs approximately 0.82 lbs psf conformimg to the requirements of
ASTM A123.
Plan View
Elevation Side ViewElevation Front View
Notes
1) This design is intended for precast structures produced by CP&P only, not
for cast-in-place construction.
2) Concrete compressive strength 4,000 psi minimum.
3) Steel reinforcing design conforms to ASTM A706 or A615, grade 60 rebar
or WWR conforming to the requirements of ASTM A1064, grade 65
minimum. Cover Cc of 1
1
2" minimum unless otherwise noted.
4) Opening 8" maximum larger than pipe outside diameter. Additional
reinforcement around opening.
5) For use with pipe skewed 0 to 45 degrees. Opening to be adjusted
accordingly.
6) Contractor to consult VDOT EW-1APC standards for installation details.
7) All exposed 90° edges chamfered
3
4 inch.
8) Length and reinforcement may be increased as necessary for handling
considerations.
Standard Dimensions
Pipe ID Slope
L H
4'' 2:1 2'-5
1
2
" 1'-2
3
4
''
4'' 3:1 3'-5
1
4
'' 1'-1
3
4
"
4" 4:1 4'-5'' 1'-1
1
4
''
6" 2:1 2'-10
1
2
'' 1'-5
1
4
''
6" 3:1 4'-
3
4
'' 1'-4
1
4
''
6" 4:1 5'-3'' 1'-3
3
4
''
H
12"
L
2
'
-
0
"
6
"
6
"
1
2
"
6"
6"
1"1"
3/8"
6"
6"
Expanded Steel Mesh (Flattened)
Pipe Coupler to be cast into Endwall.
Coupler must be flush with outer surface of
Ew-12 and provide a positive connection for
the outlet pipe (4" or 6").
Slope
1
"
1
4
"
1
2
"
3
8
"
1" Min
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