Box culvert
8
BR800 NOTE: REVISIONS DESCRIPTION DATE All material and workmanship shall be in accordance with the current Oregon Standard Specifications OREGON STANDARD DRAWINGS NOTE: REVISIONS DESCRIPTION DATE All material and workmanship shall be in accordance with the current Oregon Standard Specifications OREGON STANDARD DRAWINGS BR800 CALC. BOOK NO. BASELINE REPORT DATE BR800.dgn 04-02-2009 4053 SPAN RISE ~ ~ ~ ~ ~ ~ ~ ~ ~ 4200 4400 4600 3000 6000 6400 8200 8400 SPAN RISE ~ ~ ~ ~ ~ ~ ~ ~ ~ 2300 3200 2400 3400 3600 4600 4800 4900 6100 6300 7900 RISE ~ ~ ~ ~ ~ ~ ~ ~ ~ 2:1 FILL SLOPES RISE ~ ~ ~ ~ ~ ~ ~ ~ ~ APPROXIMATE CONCRETE QUANTITIES (C. Y.) * APPROXIMATE STEEL QUANTITIES (LBS) APPROXIMATE CONCRETE QUANTITIES (C. Y.) * APPROXIMATE STEEL QUANTITIES (LBS) 2900 B B 2"cl. Rise Box culvert haunch . 12" B B B B B Slab Finish groundline min. 12" 12" 12" 12" B B B B B B B B B B B B B B B B B B 2"cl. 3"cl. 2"cl. B B B B 12" B B B B B B 3"cl. B B B B B B B B B B B B B B B B Wall { R. C. B. C. Varies Reinforcement spacing length "B" bars 0. 50 x span Precast or C.I.P. box culvert BOTTOM MAT TOP MAT { R. C. B. C. B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B 30^ 10-#4 x cont. 4-#4" 2-#8" 15 17 22 25 27 34 37 40 49 52 65 20 23 31 34 37 48 52 55 68 73 93 NOTE : Inlet end similar to outlet end shown. NOTE : 0.33 ‘ ‘ angle ‘ angle B B 3’-0" #4 at 18" each way. 6" #4 at 12" each way. 2-#8 w/2’-0" leg (each end), each side 3’-0" #5 L-bars at 6" 8" 2’-5" 8" 8" 2’-9" 2-#8 #4 at 12" 6" 4-#4 2’-0" 2’-9" 3’-3" 1’-0" 6" #4 @ 12" 8" 1’-11" 8" 8" 4" 6" 6" 2’-6" 7" 12" 12" 12" 6’-0" 8’-0" 10’-0" 12’-0" 6’-0" 8’-0" 10’-0" 12’-0" 1 1/2 : FILL SLOPES 4’-0" 6’-0" 8’-0" 10’-0" 12’-0" 4’-0" 6’-0" 8’-0" 10’-0" 12’-0" 4’-0" 6’-0" 8’-0" 10’-0" 12’-0" 4’-0" 6’-0" 8’-0" 10’-0" 12’-0" 10600 B See cast-in-place box culvert std. dwg. for details. Use box culvert dimensions and reinforcement for specified fill heights. Minimum ‘ angle shall be 60^. For angles less than 60^, a special design is required. 2 1/2 "cl. 3"cl. min. 12" 12" B B B B B B B B B B B B B B B 3’-0" #4 at 12" each way. Extend longitudinal bars 4 into culvert slab. Extend #4 horiz. 18" into culvert walls. 12" Field verify height and allignment of wing walls before fabrication of reinforcement. NOTE : B B PLAN~CAST-IN-PLACE ENDS FOR PRECAST BOX CULVERT CONSTRUCTION PLAN ~ INLET APRON REINFORCEMENT (Outlet Similar) CUTOFF WALL B B B B B B B B B * #4 stirrup at 12". GENERAL NOTES: Box culverts designed for HS20 loading. Concrete members designed by Load Factor Design method . used (unless shown otherwise) : Box culvert walls and wingwalls shall be constructed monolithically . M31 (ASTM A615), Grade 60 (The following splice lengths shall be Concrete in box culverts shall be Class 3600-1 1/2 ", 1" or 3/4 " . OPEN FACE FILL FACE Varies 12" 12" 12" 1’-4" #4 at 12" each way. #4 at 18" each way. 1’-4" 9" #4 at 12" 8" 6" #4 U-bar at 12" 2’-6" B B B B B B B B B B B B B B 2-#4 along edge of apron. #5 "L" bars at 3’-0". B B B B #4 @ 12" each face. #5 "L" bars at 6". OUTLET and INLET PARAPET #4 at 18" each way. Extend longitudinal 18" into culvert slab. Pour against granular structure fill. See cutoff wall detail. APRON and CUTOFF WALL REINFORCEMENT DETAIL INLET WALL REINFORCEMENT (Outlet Similar) Limits of structure excavation Limits of granular structure backfill. Limits of granular wall backfill. SECTION B-B B 6400 All reinforcing steel shall conform to ASTM Specification A706 or AASHTO Bar Size 3 4 5 6 7 8 9 10 11 Uncoated 1’-0" 1’-4" 1’-8" 2’-0" 2’-8" 3’-6" 4’-4" 5’-7" 6’-9" 1’-5" 1’-10" 2’-4" 2’-10" 3’-9" 4’-11" 6’-1" 7’-10" 9’-6" Epoxy Coated Splice Length 6" BOX CULVERT WINGWALL DETAILS 2008 Final groundline Original groundline Quantities shown include inlet and outlet wingwalls, parapet and aprons for a 90^ ‘ angle. #4 U-bars at 12". Typical slab reinforcement. All bars shall be placed 2" clear of the nearest face of concrete unless shown otherwise. 4-#8 with 2’-0" leg (each end). Effective Date: June 1, 2011 - November 30, 2011
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Box culvert drawing
Transcript of Box culvert
BR
80
0
NOTE:
REVISIONS
DESCRIPTIONDATE
All material and workmanship shall be in accordance with
the current Oregon Standard Specifications
OREGON STANDARD DRAWINGS
NOTE:
REVISIONS
DESCRIPTIONDATE
All material and workmanship shall be in accordance with
the current Oregon Standard Specifications
OREGON STANDARD DRAWINGS
BR800
CALC. BOOK NO. BASELINE REPORT DATE
BR
80
0.d
gn
0
4-0
2-2
00
9
4053
SPAN
RISE
~
~ ~
~ ~
~
~
~
~
4200
4400
4600
3000 6000
6400
8200
8400
SPAN
RISE
~
~ ~
~ ~
~
~
~
~
2300 3200
2400 3400
3600
4600
4800
4900
6100
6300 7900
RISE
~
~ ~
~ ~
~
~
~
~
2:1 FILL SLOPES
RISE
~
~ ~
~ ~
~
~
~
~
APPROXIMATE CONCRETE QUANTITIES (C. Y.) *
APPROXIMATE STEEL QUANTITIES (LBS)
APPROXIMATE CONCRETE QUANTITIES (C. Y.) *
APPROXIMATE STEEL QUANTITIES (LBS)
2900
B
B 2"cl.
Ris
e
Box culvert haunch .
12"
B
B
B
B
B
Sla
b
Finish groundline
min
.
12"
12"
12"
12"
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B2"cl.
3"cl. 2"cl.B
B
B
B
12"B
B
B
B
B
B
3"cl.
B
B
B
BB
B
B
B
B
BB
B
B
B
B
B
Wal
l
{ R. C. B. C.
Varies
Reinforcement spacing
length
"B
" b
ars
0. 50 x
span
Precast or C.I.P.
box culvert
BO
TT
OM
MA
T
TO
P M
AT
{ R. C. B. C.
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
BB
B
B
B
B
B
B
B
B
B
B
B
B
B
B
BB
B
30^
10-#4 x cont.
4-#4"
2-#8"
15
17
22
25
27
34
37
40
49
52 65
20
23
31
34
37
48
52
55
68
73 93
NOTE :
Inlet end similar to
outlet end shown.
NOTE :
0.33 ‘
‘
angle
‘
angle
B
B
3’-0"
#4 at 18" each way.
6"
#4 at 12" each way.
2-#8 w/2’-0" leg
(each end), each side
3’-0"
#5 L-bars at 6"
8"
2’-5"
8"8"
2’-9"
2-#8
#4 at 12"
6"
4-#4
2’-0"
2’-9"
3’-3"
1’-0"
6"
#4 @ 12"
8"
1’-11" 8"
8"
4"
6" 6"
2’-6"
7"12" 12"
12"
6’-0"
8’-0"
10’-0"
12’-0"
6’-0"
8’-0"
10’-0"
12’-0"
1 1/2 : FILL SLOPES
4’-0" 6’-0" 8’-0" 10’-0" 12’-0" 4’-0" 6’-0" 8’-0" 10’-0" 12’-0"
4’-0" 6’-0" 8’-0" 10’-0" 12’-0"4’-0" 6’-0" 8’-0" 10’-0" 12’-0"
10600
B
See cast-in-place box culvert std.
dwg. for details. Use box culvert
dimensions and reinforcement for
specified fill heights.
Minimum ‘ angle shall be 60^.
For angles less than 60^,
a special design is required.
2 1
/2 "
cl.
3"cl.
min
.
12"
12"
B
B
B
BB
B
B
B
B
B
B
BBB B
3’-0"
#4 at 12" each way.
Extend longitudinal
bars 4 into culvert slab.
Extend #4 horiz. 18"
into culvert walls.12"
Field verify height and allignment of wing
walls before fabrication of reinforcement.
NOTE :
BB
PLAN~CAST-IN-PLACE ENDS
FOR PRECAST BOX CULVERT CONSTRUCTION
PLAN ~ INLET APRON REINFORCEMENT
(Outlet Similar)
CUTOFF WALL
B
BBB B
B
B
B
B
*
#4 stirrup at 12".
GENERAL NOTES:
Box culverts designed for HS20 loading.
Concrete members designed by Load Factor Design method .
used (unless shown otherwise) :
Box culvert walls and wingwalls shall be constructed monolithically .
M31 (ASTM A615), Grade 60 (The following splice lengths shall be
Concrete in box culverts shall be Class 3600-1 1/2 ", 1" or 3/4 " .
OPEN FACE
FILL FACE
Vari
es
12"
12"
12"
1’-4"
#4 at 12" each way.
#4 at 18" each way.
1’-4"9"
#4 at 12"8"
6"
#4 U-bar at 12"
2’-6"
B
B
B
B
B
B
B
B
B
B
B
B
B
B
2-#4 along edge of apron.
#5 "L" bars
at 3’-0".
B
B
B
B
#4 @ 12"
each face.
#5 "L" bars
at 6".
OUTLET and INLET PARAPET
#4 at 18" each way.Extend longitudinal 18"
into culvert slab.
Pour against
granular structure
fill.
See cutoff
wall detail.
APRON and CUTOFF WALL REINFORCEMENT DETAIL
INLET WALL REINFORCEMENT
(Outlet Similar)
Limits of structure excavation
Limits of granular structure
backfill.
Limits of granular wall backfill.SECTION B-B
B
6400
All reinforcing steel shall conform to ASTM Specification A706 or AASHTO
Bar Size 3 4 5 6 7 8 9 10 11
Uncoated 1’-0" 1’-4" 1’-8" 2’-0" 2’-8" 3’-6" 4’-4" 5’-7" 6’-9"
1’-5" 1’-10" 2’-4" 2’-10" 3’-9" 4’-11" 6’-1" 7’-10" 9’-6"Epoxy
Coated
Splice
Length
6"
BOX CULVERT WINGWALL
DETAILS
2008
Final
groundline
Original
groundline
Quantities shown include inlet and outlet wingwalls, parapet and aprons for a 90^ ‘ angle.
#4 U-bars
at 12".
Typical slab
reinforcement.
All bars shall be placed 2" clear of the nearest face of concrete unless shown otherwise.
4-#8 with 2’-0"
leg (each end).
Effective Date: June 1, 2011 - November 30, 2011
BR
805
NOTE:
REVISIONS
DESCRIPTIONDATE
All material and workmanship shall be in accordance with
the current Oregon Standard Specifications
OREGON STANDARD DRAWINGS
NOTE:
REVISIONS
DESCRIPTIONDATE
All material and workmanship shall be in accordance with
the current Oregon Standard Specifications
OREGON STANDARD DRAWINGS
BR805
CALC. BOOK NO. BASELINE REPORT DATE
BR
80
5.d
gn
0
4-0
2-2
00
9
GENERAL NOTES:
The existing box culvert shall be checked for structural adequacy for the new fill heights.
clear of the nearest face of concrete unless shown otherwise.
All construction joints shall be cleaned of surface laitance, curing compound and other foreign
materials before fresh concrete is placed against the surface of the joint. Abrasive blast or
aggregate is exposed.
See Section 00534 of Standard Specification.
Extension Existing Box Culvert
New construction line
Extension Existing Box Culvert Extension Existing Box Culvert
New construction line New construction line
NOTE :
Place dowels normal to parapet.
ED
GE B
EA
M
B
B
A A
A
A
NO SKEW ANGLE
‘ Angle‘ Angle
Standard bar w/std.
Remove apron and wing walls
as required by Section 00310 of
Remove apron and wing walls
as required by Section 00310 of
flare bars as required.
Standard bar spacing,
Extension Existing Box Culvert
vari
es
Extension Existing Box Culvert
Top slab
Fill slope or finish surface of roadway
Fil
l over
barr
el
Bottom slab
SECTION A-A
SECTION B-B
Remove apron and wing walls
as required by Section 00310 of
B
B
B
B
B
B
B
B
B
B
B
B B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
1-0" 1-0"
B
B
Remove apron and wing walls as required by
55^-90^ O ANGLE / 45^-55^ O ANGLE /
other approved methods shall be used to clean construction joints to the extent that clean
anchor into top slab,
#6 x 3’-0" dowels at
spacing 12".
#6 x 3’-0"dowels
at 12". Drill and
9"
4-#8
1’-8"
1’-0"
6-#8
#6 x 3’-0" dowels at
spacing 12"
All reinforcing steel shall conform to ASTM Specification A706 or AASHTO M31 (ASTM A615)
Grade 60. All field bent bars shall conform to ASTM Specification A706.
but not less than 8". Anchors shall be installed according to manufacturer’s instructions.
Concrete anchors shall be #6 resin bonded anchors. The minimum pull out strength shall
be 31,700 lbs, minimum embedment shall be as required to develop the concrete strength, but
All concrete in box culverts shall be Class 3600-1 1/2 ", 1 or 3/4 ". All bars shall be placed 2"
NOTE:
Extensions to a beveled inlet end shall
require a special design.
The following splice lengths shall be used unless shown otherwise:
Section 00310 of the Standard Specifications
See grading plans for roadway and base material
the Standard Specifications
bottom slab and walls
the Standard Specifications the Standard Specifications
hook into edge beam
#4 hoops at 6"
Scale : 1/2 " = 1’-0"
Scale : 1/2 " = 1’-0"
Scale : 1/2 " = 1’-0"
Scale : 1/2 " = 1’-0"
Scale : 1/2 " = 1’-0"
Bar Size 3 4 5 6 7 8 9 10 11
Uncoated 1’-0" 1’-4" 1’-8" 2’-0" 2’-8" 3’-6" 4’-4" 5’-7" 6’-9"
1’-5" 1’-10" 2’-4" 2’-10" 3’-9" 4’-11" 6’-1" 7’-10" 9’-6"Epoxy
Coated
Splice
Length
BOX CULVERT EXTENSIONS
DETAILS
2008
Effective Date: June 1, 2011 - November 30, 2011
BR
82
0
NOTE:
REVISIONS
DESCRIPTIONDATE
All material and workmanship shall be in accordance with
the current Oregon Standard Specifications
OREGON STANDARD DRAWINGS
NOTE:
REVISIONS
DESCRIPTIONDATE
All material and workmanship shall be in accordance with
the current Oregon Standard Specifications
OREGON STANDARD DRAWINGS
BR820
CALC. BOOK NO. BASELINE REPORT DATE
BR
82
0.d
gn
0
4-0
2-2
00
9
4053-4056
B
B
B
B
B
B
B
Wall
Bar "A"
Bar "A"
Btm
.
Sla
b
Top
Sla
b
TYPICAL SECTION
Bar "C"
Bar "B"
B
A
E
B
BF
B
B
B
B
B
B
BAR "B"
G
K
B
B
G
B
B
B
B
B
B3
"cl.
3"cl.
B
B
B
B
NOTE:
B
Top distribution bars
B
9"
9"
BB
Bar "B" Bar "C"
B
Slab Depth - 4" (Top)
Slab Depth - 6" (Bottom)
BAR "C"
Bottom
distribution bars
B
Ris
eB
B
SpanB
B
Bar "D" w/std.
hook at bottom
Limits of structure
excavation (typ.).B
Limits ofgranular structure backfill
(unless otherwise detailed in the project plans .
Splice bar "B" (top) with bar "B" (bottom) and bar "C" (top)
with bar "C" (bottom). Bars "A" and "C" alternate with bar "B" .
B
B
B
B1’-0"
B
B1’-0"
Original ground
B
1
1
B
#4 longitudinal bars
B
B
B
B2" cl.
B
B
2" c
l.
Limits of structure excavation (Typ.).
SIZE FILL
QUANTITY
CONC. STEEL A E
TOP
SLAB
BOT.
SLAB WALL
DIMENSIONS
SPAN RISE
"A" BARS
SIZE SPC SIZE SPC
"B" BARS
G G K
TOP BOTTOM
SIZE SPCG G F SIZE SPC
LONG
"C" BARS
TOP BOTTOM
"D" BARS
C. Y. LBS.
K TOP BOTTOM
FT FT FT
LENGTHLENGTH LENGTH
#4
WALLS
#4 LONG
BOTTOM
SLABLENGTH LENGTH LENGTH
PER L. F.
6 4 0.819
0.681
0.931
0.792
0.792
0.861
1.000
7’-6"
7’-6"
7’-6"
7’-6"
7’-6"
7’-6"
7’-6"
7’-6"
6’-0"
5’-6"
5’-9"
8’-0"
7’-6"
7’-6"
7’-9"
8’-3"
12"
9"
9"
12"
9"
9"
9"
12"
12"
12"
12"
12"
15"
9"
9"
9"
9"
9"
9"
9"
9"
9"
9"
9" 7
7’-2"
7’-2"
7’-2"
7’-2"
7’-2"
7’-2"
7’-2"
7’-2"
1’-9"
2’-2"
5’-7"
5’-1"
5’-4"
7’-7"
7’-10"
7’-4"
7’-1"
7’-1"
11’-6"
11’-6"
10’-8"
11’-6"
2’-2"
2’-2"
1’-9"
18’-4"
17’-4"
22’-4"
21’-4"
21’-4"
21’-10"
5’-7"
5’-1"
5’-4"
7’-7"
7’-1"
7’-1"
7’-4"
7’-2"
7’-2"
7’-2"
7’-2"
7’-2"
7’-2"
7’-2"
7’-2"
5’-7"
5’-1"
5’-4"
7’-7"
7’-1"
7’-1"
7’-4"
6
10-20
0-2
0-2
2-10
20-30
30-40
1.005 8’-0" 6’-3" 12" 12"15" 7’-8" 5’-10" 12’-0" 2’-2" 19’-4" 5’-10" 7’-8"530-40
2-10
10-20
20-30
0.681
0.750
139.72
110.68
103.49
150.34
144.07
7’-6"
5’-6"
159.28
127.44
118.45
150.29
172.54
11’-2 3/4 "
11’-0 1/4 "
11’-0 1/4 "
1’-5"
1’-8"
1’-8"
1’-8"
1’-8"
17’-6 1/2 "
17’-6 1/2 "
18’-3"
19’-11 1/2 "
5’-1"
1’-7"
1’-10"
1’-10"
1’-7"
1’-7"
11’-2 3/4 "
11’-0 1/4 "
11’-0 1/4 "
1’-5"
1’-8"
1’-8"
1’-8"
22’-9"
21’-6 1/2 "
22’-3"
21’-6 1/2 "
1’-7"
1’-10"
1’-10"
1’-7"
1’-4"
2’-2" 17’-10"
17’-4" 5’-1"
28
20
24
8"
10"
10"
10"
8"
10"
10"
10"
8"
10"
10"
10"
8"
10"
10"
10"
8"
10"
7’-2"
8"
5’-1"
8"
9"
9" 9"
10"
8"
11’-8 3/4 "
11’-0 1/4 "
18’-9"
8"
10"
7’-2"
10"
8"
5’-10"
11’-0 1/4 "
12’-0 3/4 " 1’-5"
8" 10’-8"
11’-6" 7’-10"
12
12
12
12
12
12
12
12
12
12
20
20
20
28
28
28
28
9"9"
10"
1’-9"
1’-9"
1’-9"
1’-9"
1’-9"
1’-9"
1’-9"
1’-9"
9"
10"
11’-6"
10’-8"
11’-6"
2’-2"
2’-2"
2’-2"
1’-9"
1’-9"
5
5
4
4
4
6
4
8"
9"
8"
10"
8"
23’-5 1/2 "
8"
22’-10"
B and
C BARS
10"
8"
7’-10"
#4 DIST. BARS
8
4
4
4
4
4
4
4
4
4
5 5
5
5
5
5
5
5
4
4
4
5
4
4
4
4
4
4
4
4
4
8
8
8
12
8
8
8
8
12 12
8
8
8
8
8
8
8
8
12
6 4
6 4
6 4
6 4
6
6
6
6
6
6
6
6
6
6
GENERAL NOTES:
Box culverts designed for HS20 loading.
otherwise .
All material and workmanship shall conform to the Standard Specifications for
Concrete members designed by Load Factor Design method .
(The following splice lengths shall be used (unless shown otherwise) :
All reinforcing steel shall conform to ASTM Specification A615, Grade 60 or A706
Concrete in box culverts shall be Class 3600-1 1/2 " or 3/4 " .
Construction of the Oregon Department of Transportation .
All bars shall be placed 2" clear of the nearest face of concrete unless shown
culverts with fill heights in the 0’-2’ and 2’-10’ range, use the box culvert for 0’-2’ fill .
Bar Size 3 4 5 6 7 8 9 10 11
Uncoated 1’-0" 1’-4" 1’-8" 2’-0" 2’-8" 3’-6" 4’-4" 5’-7" 6’-9"
1’-5" 1’-10" 2’-4" 2’-10" 3’-9" 4’-11" 6’-1" 7’-10" 9’-6"Epoxy
Coated
Splice
Length
2008
CAST-IN-PLACE CONCRETE
BOX CULVERTS
GENERAL DETAILS~6x4 and 6x6
For box culvert with fill heights in more than one range, use the box culvert for the highest
height except for box culverts with fill heights in the 0’-2’ and 2’-10’ range. For box
See standard drawing BR800 for wingwall and apron details when required .
Effective Date: June 1, 2011 - November 30, 2011
BR
825
NOTE:
REVISIONS
DESCRIPTIONDATE
All material and workmanship shall be in accordance with
the current Oregon Standard Specifications
OREGON STANDARD DRAWINGS
NOTE:
REVISIONS
DESCRIPTIONDATE
All material and workmanship shall be in accordance with
the current Oregon Standard Specifications
OREGON STANDARD DRAWINGS
BR825
CALC. BOOK NO. BASELINE REPORT DATE
BR
82
5.d
gn
0
4-0
2-2
00
9
4053-4056
GENERAL NOTES:
Box culverts designed for HS20 loading.
Concrete members designed by Load Factor Design method .
(The following splice lengths shall be used unless shown otherwise) :
Wall
Bar "A"
Bar "A"
Btm
.
Sla
b
To
p
Sla
b
TYPICAL SECTION
Bar "C"
Bar "B"
A
E
F
BAR "B"
G
K
G
3"cl.
3"cl.
NOTE :
Top distribution bars
9"
9"
Bar "B"Bar "C"
Slab Depth - 4" (Top)
Slab Depth - 6" (Bottom)
BAR "C"
All reinforcing steel shall conform to ASTM Specification A615, Grade 60 or A706
Concrete in box culverts shall be Class 3600-1 1/2 " or 3/4 " .
Bottom
distribution bars
Ris
e
Span
Bar "D" w/std.
hook at bottom
Limits of structure
excavation (typ.).
Limits ofgranular structure backfill
(unless otherwise detailed in the project plans .
Limits of structure
excavation (typ.).
1’-0
"
1’-0"
Original ground1
1
#4 longitudinal bars
culverts with fill heights in the 0’-2’ and 2’-10’ range, use the box culvert for 0’-2’ fill .
B
Splice bar "B" (top) with bar "B" (bottom)
and bar "C" (top) with bqr "C" (bottom).
Bars "A" and "C" alternate with bar "B" .
2" cl.
2" c
l.
Bar Size 3 4 5 6 7 8 9 10 11
Uncoated 1’-0" 1’-4" 1’-8" 2’-0" 2’-8" 3’-6" 4’-4" 5’-7" 6’-9"
1’-5" 1’-10" 2’-4" 2’-10" 3’-9" 4’-11" 6’-1" 7’-10" 9’-6"Epoxy
Coated
Splice
Length
12"
9"
9"
12"
12"
12"
9"
9"
9"
4
8
8
4 1’-9"
1’-9"
2’-2"
5
5
4
5
5
4
4
4
5
7’-7"1.079
0.991
0.991
9’-6"
9’-6"
9’-6"
10’-0"
8’-0"
7’-9"
7’-9"
8’-3"
15" 18" 12"
5
4
5 2’-2"
14’-0"
24’-4"
23’-10"
7’-7"
7’-4"
7’-4"
7’-7"
7’-4"
7’-4"
9’-2"
9’-2"
9’-2"
9’-8"
9’-2"
9’-2"
9’-2"
9’-8" 5
7’-10"
7’-4"
8
8
8
8
8
8
8
8
8
8
1.190
1.014
1.278
1.653
9’-6"
9’-6"
9’-6"
10’-0"
10’-0"
10’-0"
9’-6"
10’-3"
10’-9"
12"
15"
9"
12"
15"
9"
18"
9"
9"
9"
12"
12"
5
5
5
5
4
4
5
4
1’-9"
1’-9"
9’-7"
9’-1"
10’-4"
4
4
5
5
6
28’-4"
27’-4"
30’-4"
9’-7"
9’-1"
9’-2"
9’-2"
9’-2"
9’-8"
9’-8"
9’-2"
9’-2"
9’-2"
9’-8"
9’-8"
4
4
5
5
5
9’-7"
9’-1"
5
12"
12"
15"
12"
12"
9"
9"
9"
12"18"
4
4
5
4
4
1’-9"
1’-9"
1’-9"
4
4
4
5
1’-9"
2’-2"
4
4
4
5
5’-7"0.968
0.968
0.968
9’-6"
9’-6"
9’-6"
10’-0"
6’-0"
6’-3"
6’-0"
6’-0"
6’-9"
15"
4
5 2’-2"
5
14’-0"
20’-4"
22’-4"
5’-7"
6’-4"
5’-7"
6’-4"
9’-2"
9’-2"
9’-2"
9’-8"
9’-2"
9’-2"
9’-2"
9’-8"
5
8
SIZE FILLQUANTITY
CONC. STEEL A ETOP
SLABBOT.
SLAB WALL
DIMENSIONS
SPAN RISE
"A" BARS
SIZE SPC SIZE SPC
"B" BARS
G GK
TOP BOTTOMSIZE SPC
G G FSIZE SPC
LONG"C" BARS
TOP BOTTOM
"D" BARS
C. Y. LBS.
K
6
6
6
6
6
8
8
8
8
8
4
4
4
4
4
8
8
8
8
10-2010-20
0-2
0-2
2-10
20-30
30-40
30-40
2-10
10-20
20-30
10-2010-20
0-2
2-10
20-30
30-40
1.171
1.356
1.319
1.505
1.838
142.08
131.40
141.71
252.17
159.45
179.20
246.21
221.56
294.78
184.46
144.83
197.75
221.21
252.81
10’-0"
10’-0"
8’-9"
11’-3"
13’-2 3/4 "
13’-2 3/4 "
13’-0 1/2 "
13’-10 1/4 "
13’-2 3/4 "
13’-0 1/4 "
2’-2"
1’-11"
1’-11"
2’-2"
2’-2"
1’-11"
2’-2"
1’-11"
1’-8"
20’-9"
24’-9"
24’-3"
8’-4"
2’-1"
2’-1"
2’-1"
1’-10"
2’-1"
2’-1"
2’-1"
1’-10"
2’-1"
2’-1"
1’-10"
1’-10"
2’-4"
9’-10"
28’-9"
27’-6 1/2 "
8’-4"
14’-0"
15’-0" 2’-8"
28’-10"
31’-4"
9’-10"
10’-4"
TOP BOTTOM
20
24
28
8"
8"
8"
8"
8"
8"
10"
8"
8"
8"
8"
8"
8"
10"
8"
8"
8"
8"
8"
8"
10"
8"
8"
8"
8"
8"
8"
10"
7 9’-8"
9
9’-8"
8" 8"
6
FT FT FT
8 189.35 12" 5 14’-6 3/4 " 2’-2" 2’-2" 2’-1" 14’-0" 9’-8"
15" 12" 10"
5
10"
8"
14’-6 3/4 "
14’-9" 2’-2"
2’-2" 25’-11 1/2 " 7’-10" 10"
8"
14’-0" 25’-4" 7’-10" 9’-8" 10"
18" 21" 5
14’-0 1/4 "
13’-11"
2’-2"
1’-9"
1’-7"
LENGTHLENGTH
LENGTH
#4
WALLS
#4 LONG
BOTTOM
SLABLENGTH LENGTH
LENGTH
PER L. F.
12" 12"
12"
12"
12"
8"
10"
8"
10"
8"
10"
8"
10"
8"
10"
8"
10"
13’-2 3/4 "
13’-2 3/4 "
14’-9"
14’-11 3/4 "
1’-11"
1’-11"
1’-11"
1’-11"
20’-9"
20’-9"
21’-11 1/2 "
23’-2"
24’-3"
27’-2"
29’-5 1/2 "
31’-2"
32’-4 1/2 "
5’-7"
5’-7"
5’-10"
10’-10"
8"
8"
8"
10"
10"
10"
12’-8"
12’-8"
12’-8"
12’-8"
13’-6"
13’-6"
12’-8"
12’-8"
13’-6"
1’-9"
1’-9"
2’-2"
1’-9"
2’-2"
2’-2"
2’-2"
2’-2"
1’-9"
1’-9"
2’-2"
2’-2"
20’-4"
20’-4"
21’-4"
23’-10"
26’-4"
5’-7"
5’-7"
5’-10"
10’-10"
8"
8"
8"
10"
10"
10"
5’-7"
5’-7"
5’-10"
6’-4"
7’-4"
8’-4"
9’-10"
10’-4"
10’-10"
32
32
32
32
36
28
28
28
28
20
20
24
16
16
16
16
18
16
16
16
16
18
16
16
16
18
20
B and
C BARS
#4 DIST. BARS
16
8
16
16 16
16 16
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
1’-11"
CAST-IN-PLACE CONCRETE
BOX CULVERTS
GENERAL DETAILS~8x4,
8x6 and 8x8
2008
All material and workmanship shall conform to the Standard Specifications for construction of the
Oregon Department of Transportation .
All bars shall be placed 2" clear of the nearest face of concrete unless shown otherwise.
For box culvert with fill heights in more than one range, use the box culvert for the highest height
except for box culverts with fill heights in the 0’-2’ and 2’-10’ range. For box
See standard drawing BR800 for wingwall and apron details when required .
Effective Date: June 1, 2011 - November 30, 2011
BR
83
0
NOTE:
REVISIONS
DESCRIPTIONDATE
All material and workmanship shall be in accordance with
the current Oregon Standard Specifications
OREGON STANDARD DRAWINGS
NOTE:
REVISIONS
DESCRIPTIONDATE
All material and workmanship shall be in accordance with
the current Oregon Standard Specifications
OREGON STANDARD DRAWINGS
BR830
CALC. BOOK NO. BASELINE REPORT DATE
BR
83
0.d
gn
0
4-0
2-2
00
9
4053-4056
12" 12"
12"
4
4
10
10
10
10
10
6
6
6
6
6
11’-6"
11’-6"
12’-0"
12’-6"
8’-3"
12" 9"
9"
12"
15"
5 8"
8"
10"
8"
8"
10"
8"
8"
10"
8"
8"
10"
10-2010-20
0-2
0-2
2-10
20-30
30-40
30-40
2-10
10-20
20-30
10 8
10 8
10 8
10 8
10 8
10 10
10 10
10 10
10 10
10 10
10-2010-20
0-2
2-10
20-30
30-40
12"
9"
12"
12" 9"
9"
4
15"
5
4
12" 9"
9"
12"
15"
8"
1.259
1.259
1.366
1.963
2.366
1.370
1.264
1.667
1.889
2.551
1.482
1.482
1.815
2.037
2.736
189.38
176.02
327.22
322.28
391.17
206.75
207.13
304.35
395.12
443.65
267.35
248.64
411.66
419.32
450.42
11’-6"
11’-6"
11’-6"
12’-0"
12’-6"
12’-0"
11’-6"
11’-6"
12’-0"
12’-6"
12’-0"
8’-0"
8’-0"
9’-3"
9’-9"
10’-0"
9’-9"
10’-3"
10’-9"
11’-9"
12’-0"
12’-0"
12’-3"
12’-9"
13’-9"
1’-9"
1’-9"
2’-2"
2’-8"
1’-9"
1’-9"
2’-8"
15’-2 3/4 "
15’-2 3/4 "
17’-0 3/4 " 2’-5"2’-8"
2’-8"
2’-5"
2’-5"
2’-2"
2’-2"
26’-9"
26’-9"
7’-7"
7’-7"
7’-10"
8’-10"
2’-7"
2’-4"
2’-1"
16’-6 3/4 "
17’-9" 2’-8"
2’-8"
2’-8"
2’-5"
2’-5"
2’-2"
2’-8"
30’-9"
30’-3"
31’-11 1/2 "
33’-2"
9’-7"
9’-4"
9’-10"
10’-4"
2’-7"
2’-7"
2’-4"
2’-1"
2’-7"
16’-0 3/4 "
16’-0 3/4 "
17’-6 3/4 "
17’-9"
2’-2"
2’-2"
2’-8"
2’-8" 2’-8"
2’-5"
2’-5"
2’-2"
2’-5"
34’-9"
34’-9"
35’-11 1/2 "
37’-2"
11’-7"
11’-7"
11’-10"
12’-4"
2’-7"
2’-7"
2’-4"
2’-1"
2’-7"
1’-9"
1’-9"
2’-8"
2’-2"15’-6"
17’-0"
17’-6"
2’-8"
26’-4"
26’-4"
7’-7"
7’-7"
7’-10"
9’-4"
8"
8"
10"
1’-9"
1’-9"
2’-8"
2’-2"16’-0"
16’-0"
17’-6"
2’-2"
30’-4"
29’-10"
31’-4"
32’-4"
9’-7"
9’-4"
9’-10"
10’-4"
8"
16’-0"
16’-0"
17’-6"
15’-6" 2’-2"
2’-2"
2’-2"
2’-8"
2’-2"
34’-4"
35’-4"
36’-4"
34’-4"
11’-7"
11’-7"
11’-10"
12’-4"
24
24
28
32
32
36
40
48
7
11’-2"
11’-8"
12’-2"
11’-2"
7’-7"
7’-7"
7’-10"
9’-4"
8’-10"
8"
8"
8"
8"
11’-2"
11’-8"
11’-2"6
9
8"
8"
10"
8"
8"
8"
8"
10"
8"
8"
9’-7"
9’-4"
9’-10"
10’-4"
10"
8"
8"
8"
11’-2"
11’-8"
11’-2"
11’-8"
8"
8"
8"
11’-7"
11’-7"
11’-10"
12’-4"
10"
8"
12" 15"
21"
24"
18"
21"
6
8"
8"
27’-5 1/2 "
9’-4"
2’-7"
8"
8"
29’-4" 8’-10"
11’-2"
11’-2"
11’-2"
11’-8"
12’-2"
11’-2"
11’-2"
11’-8"
11’-8"
12’-2"
11’-2"
11’-2"
11’-8"
11’-8"
12’-2"
8"
8"
8"
8"
8"
10"
8"
8"
8"
8"
8"
8"
8"
8"
10"
10"
6
6
6
6
5
5
11’-8"12"
12"
15"
15"
12"
21"
18"
24"
12"
12" 12"
12"12" 15"
15" 18"
21" 24"
SIZE FILLQUANTITY
CONC. STEEL A ETOP
SLABBOT.
SLAB WALL
DIMENSIONS
SPAN RISE
"A" BARS
SIZE SPC SIZE SPC
"B" BARS
G GK
TOP BOTTOMSIZE SPC
G G FSIZE SPC
LONG"C" BARS
TOP BOTTOM
"D" BARS
C. Y. LBS.
KTOP BOTTOM
FT FT FT
LENGTHLENGTH
LENGTH
#4
WALLS
#4 LONG
BOTTOM
SLABLENGTH LENGTH
LENGTH
PER L. F.
9" 8
8
5
11’-2" 6
6
12’-2"
12’-2"
6
18’-8"
17’-11 1/2 "
18’-8"
15’-2 3/4 "
15’-0 1/4 "
18’-8"
30’-4 1/2 "
32’-1"
36’-1"
40’-1"
11’-4"
13’-4"
2’-1"
14’-8"
14’-8"
14’-8"
14’-8"
15’-6"
26’-10"
30’-10"
34’-10"
38’-10"
11’-4"
13’-4"
11’-4"
13’-4"
32
32
36
40
40
40
40
36
36
36
24
22
20
20
24
26
8
7
7
5
9
9
6
6
4
4
4
4
5
5
5
5
5
5
5
6
6
6
6
4
4
4
4
5
5
5
5
5
5
5
5
5
5
5
B and
C BARS#4 DIST. BARS
20
10
12
14
24
20
20
20
20
22
22
20
2020
10
10
10
1010
10
10
10
10
10
10
10
10
10
10
12
14
1414
14 14
24
GENERAL NOTES:
Box culverts designed for HS20 loading.
All material and workmanship shall conform to the Standard Specifications for
Concrete members designed by Load Factor Design method .
(The following splice lengths shall be used unless shown otherwise) :
Wall
Bar "A"
Bar "A"
Btm
.
Sla
b
To
p
Sla
b
TYPICAL SECTION
Bar "C"
Bar "B"
A
E
F
BAR "B"
G
K
G
3"cl.
3"cl.
NOTE:
Top distribution bars
9"
9"
Bar "B"Bar "C"
Slab Depth - 4" (Top)
Slab Depth - 6" (Bottom)
BAR "C"
All reinforcing steel shall conform to ASTM Specification A615, Grade 60 or A706
Bottom
distribution bars
Ris
e
Span
Bar "D" w/std.
hook at bottom
Limits of structure
excavation (typ.).
Limits ofgranular structure backfill
Limits of structure
excavation (typ.).
1’-0
"
1’-0"
Original ground
1
1
Construction of the Oregon Department of Transportation .
#4 longitudinal barsB
Splice bar "B" (top) with bar "B" (bottom)
and bar "C" (top) with bqr "C" (bottom).
Bars "A" and "C" alternate with bar "B".
(unless otherwise detailed in the project plans.
Bar Size 3 4 5 6 7 8 9 10 11
Uncoated 1’-0" 1’-4" 1’-8" 2’-0" 2’-8" 3’-6" 4’-4" 5’-7" 6’-9"
1’-5" 1’-10" 2’-4" 2’-10" 3’-9" 4’-11" 6’-1" 7’-10" 9’-6"Epoxy
Coated
Splice
Length
All bars shall be placed 2" clear of the nearest face of concrete unless shown otherwise.
CAST-IN-PLACE CONCRETE
BOX CULVERTS
GENERAL DETAILS ~ 10X6,
10X8 and 10x10
2008
BR
83
0.d
gn
0
4-0
2-2
00
9
For box culvert with fill heights in more than one range, use the box culvert for the highest
height except for box culverts with fill heights in the 0’-2’ and 2’-10’ range. For box
culverts with fill heights in the 0’-2’ and 2’-10’ range, use the box culvert for 0’-2’ fill .
Concrete in box culverts shall be Class 3600-1 1/2 " or 3/4 " .
See standard drawing BR800 for wingwall and apron details when required .
Effective Date: June 1, 2011 - November 30, 2011
BR
835
NOTE:
REVISIONS
DESCRIPTIONDATE
All material and workmanship shall be in accordance with
the current Oregon Standard Specifications
OREGON STANDARD DRAWINGS
NOTE:
REVISIONS
DESCRIPTIONDATE
All material and workmanship shall be in accordance with
the current Oregon Standard Specifications
OREGON STANDARD DRAWINGS
BR835
CALC. BOOK NO. BASELINE REPORT DATE
BR
83
5.d
gn
0
4-0
2-2
00
9
4053-4056
GENERAL NOTES:
Box culverts designed for HS20 loading.
Concrete members designed by Load Factor Design method .
F
BAR "B"
GK
GSlab Depth - 4" (Top)
Slab Depth - 6" (Bottom)
BAR "C"
Concrete in box culverts shall be Class 3600-1 1/2 " or 3/4 " .
1
1B
Bar Size 3 4 5 6 7 8 9 10 11
Uncoated 1’-0" 1’-4" 1’-8" 2’-0" 2’-8" 3’-6" 4’-4" 5’-7" 6’-9"
1’-5" 1’-10" 2’-4" 2’-10" 3’-9" 4’-11" 6’-1" 7’-10" 9’-6"Epoxy
Coated
Splice
Length
Wall
Bar "A"
Bar "A"
Btm
.
Sla
b
Top
Sla
b
TYPICAL SECTION
Bar "C"
Bar "B"
A
E
3"cl.
3"cl.
NOTE :
Top distribution bars
9"
9"
Bar "B" Bar "C"
Bottom
distribution bars
Ris
e
Span
Bar "D" w/std.
hook at bottom
Limits of structure
excavation (typ.)
excavation (typ.).
1’-0"
1’-0"
Original ground
#4 longitudinal bars
2" cl.2" c
l.
10-20
0-2
2-10
20-30
30-40
10-20
0-2
2-10
20-30
30-40
12"
12"
12" 9"
12"
13’-6"
13’-6"
14’-6"
14’-6"
14’-0"
12’-0"
12’-3"
12’-9"
13’-9"
14’-9"
14’-0"
14’-3"
14’-9"
15’-9"
16’-3"
8"
8"
8"
8"
12"
12"
10"
332.90
348.68
501.37
550.37
523.26
401.80
356.48
593.11
573.31
729.79
12"
15"
12"
21"
21"
15"
27"
24"
15"
18"
24"
30"
15"
18"
24"
27"
12"
12"
8"
8"
13’-2"
13’-2"
13’-8"
14’-2"
14’-2"
13’-8"
13’-8"
13’-8"
14’-2"
14’-2"
C. Y. LBS.FT FT FT
14’-0"
14’-0"
14’-0"
14’-6"
14’-6"
15"
15"
15"
15"
9" 8"
8"
8"
5
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
10
5
6
9
9
9
9
9
9
7
6
6
6
6
5
5
5
5
7
8
SIZE
SPAN RISE
FILL QUANTITY
CONC. STEELA E
TOP
SLAB
BOT.
SLABWALL
DIMENSIONS "A" BARS
SIZE SPC SIZE SPC
"B" BARS
G GK
TOP BOTTOMSIZE SPC
G G FSIZE SPC
LONG
"C" BARS
TOP BOTTOM
"D" BARS
K TOP BOTTOMLENGTH
LENGTHLENGTH
#4
WALLS
#4 LONG
BOTTOM
SLABLENGTH LENGTHLENGTH
PER L. F.
B and
C BARS
#4 DIST. BARS
6
6
6
6
6
0-2
2-10
10-20
20-30
30-40
1.375
1.500
1.912
2.579
3.148
180.73
212.22
314.30
396.24
376.09
13’-6"
13’-6"
14’-0"
14’-6"
14’-6"
8’-0"
8’-3"
8’-9"
9’-9"
10’-9"
12"
12"
15"
21"
27"
12"
15"
18"
24"
30"
9"
9"
12"
15"
15" 8"
6"
8"
10"
8"
19’-9"
19’-4"
18’-5"
17’-8 1/2 "
17-0 1/2 " 1’-8"
2’-0"
2’-0"
2’-0"
2’-0"14’-2"
14’-2"
13’-8"
13’-2"
13’-2" 8"
8"
8"
6"
10"
2’-11"
2’-11"
2’-11"
2’-8"
2’-2"
28’-9"
29’-5 1/2 "
31’-2"
34’-1"
36’-6"
7’-7"
7’-10"
8’-4"
9’-4"
10’-4"
3’-1"
2’-10"
2’-10"
2’-7"
2’-1"
8"
8"
8"
10"
6"
16’-6"
17’-2"
17’-8"
18’-2"
18’-2"
1’-8"
2’-0"
2’-0"
2’-0"
2’-8"
28’-4"
28’-10"
30’-4"
32’-10"
34’-10"
7’-7"
7’-10"
8’-4"
8’-4"
10’-4"
13’-2"
13’-2"
13’-8"
14’-2"
14’-2"
#4 8"
10’-4"
7’-7"
9’-4"
7’-10"
8’-4"8"
8"
10"
6"
#5
#5
#5
#5
12
12
12
12
12
10
10
10
10
12
12
12
12
8
8
8
8
8
30-40
20-30
10-20
2-10
0-2
4’-9"
2’-2"
2’-2"
3’-7"
2’-8"
2’-5"
8" 8"
8"
8"
8"
13’-8"
13’-8"
13’-8"
14’-2"
14’-2"
8"
8"
8"
8"
8"
8"
8"
44
48
52
56
60
13’-7"
15’-4"
15’-10"
2’-8"
2’-11"
3’-2"18’-6 3/4 "
20’-8"
25’-0 1/2 "
13’-7"
15’-4"
15’-10"
2’-7"
2’-4"
3’-1"
3’-4"
2’-10"
41’-3"
41’-11 1/2 "
46’-1"
47’-3 1/2 "
40’-10"
42’-4"
13’-7"
15’-4"
15’-10"
8"
18’-6 3/4 "
21’-7"
3’-2"
43’-2"
13’-10"
14’-4"
8" 19’-0"
18’-0"
19’-0"
19’-6"
19’-6"
2’-2"
2’-8"
2’-8"
2’-8"
2’-8"
41’-4"
44’-10"
45’-10"
13’-10"
14’-4"
8"
13’-10"
14’-4"
20
24
28
40
44
5
6
6
6
6
3434
1212
14
16
14
16
2222
5
5
5
5
5
10"
2’-8"
2’-8" 2’-2"
8"
8"
10"
8"
8"
10"
8"
8"
13’-2"
13’-8"
14’-2"
14’-2"
8"
8"
8"
8"
8"
40
40
40
50
56
11’-7"
12’-4"
13’-4"
2’-2"
2’-2"
2’-8"
2’-11"
2’-11"
2’-11"
18’-0 3/4 "
19’-9"
20’-8"
11’-7"
12’-4"
13’-4" 2’-7"
2’-1"
3’-1"
2’-10"
2’-10"
36’-9"
37’-5 1/2 "
39’-2"
42’-1"
21’-4"
11’-7"
12’-4"
13’-4"
8"
18’-0 3/4 "
21’-1"
2’-8"
44’-6"
11’-10"
14’-4"
17’-6"
17’-6"
19’-0"
19’-6"
2’-2"
2’-2"
2’-8"
2’-8"
3’-7"
11’-10"
14’-4"
11’-10"
14’-4"
20
24
28
40
44
5
5
6
6
7
34
12 12
1212
20 20
22 22
345
5
5
5
36’-4"
36’-10"
38’-4"
40’-10"
42’-10"
13’-2"
5
8"
8"
8"
8"
8"
8"
2’-8"
2’-2"
2’-7"
2’-1"
8"
8"
8"
8"
8"
8"
13’-2"
13’-2"
13’-8"
14’-2"
8"
32
32
32
44
9’-7"
9’-10"
10’-4"
11’-4"
2’-11"
2’-11"
17’-2 3/4 "
20’-8"
9’-7"
9’-10"
10’-4"
11’-4"
3’-1"
2’-10"
2’-10"
32’-9"
35’-2"
38’-1"
17’-6"
19’-0"
19’-6"
32’-4"
32’-10"
9’-7"
9’-10"
10’-4"
11’-4"
18’-0 3/4 "
19’-9"
21’-1"
2’-11"
40’-6" 12’-4"
8"
16’-8" 1’-9"
2’-2"
2’-8"
2’-8"
3’-7"
34’-4"
36’-10"
12’-4"
8"
12’-4"
20
24
28
40
42
4
5
6
6
7 21’-4" 38’-10"
30
10
12
20
22
30
10
12
20
22
4
5
5
5
514’-2"
1’-9"
2’-2"
2’-8"
2’-8"
2’-8"
12"13’-6"
13’-6"
14’-6"
10’-9"14’-0"
10’-0"
10’-3"
11’-9"
12’-9"
15"
12"
21"
27"
252.51
300.19
471.74
491.05
567.46 14’-6"
1.486
1.612
2.061
2.797
3.334
1.598
1.723
2.029
2.982
3.579
1.968
2.098
2.357
3.167
3.436
12" 48"
8 8"
8"
8"15"
18"
9"
12"
15"24"
30"
8"
6 13’-2"
13’-2"
13’-8"
14’-2"
14’-2"
9
15"
9" 6
6
6
6
5
8
5
5
5
5
4
33’-5 1/2 "
52
4
6
6
6
8
4
5
5
5
6
30 30 32 20
10 10 32
32
24
12 12 28
20 20 44 40
22 22 52 42
All bars shall be placed 2" clear of the nearest face of concrete unless shown otherwise.
CAST-IN-PLACE CONCRETE
BOX CULVERTS
GENERAL DETAILS ~ 12X6,
12X8, 12X10 and 12x12
2008
Limits of
structure
Limits ofgranular
structure backfill
(unless otherwise
detailed in the
project plans)
Splice bar "B" (top) with
bar "B" (bottom) and bar
"C" (top) with bar "C"
(bottom). Bars "a" and
"C" alternate with bar "B"
All material and workmanship shall conform to the Standard Specifications for Construction of the Oregon Department of Transportation.
For box culvert with fill heights in more than one range, use the box culvert for the highest height except for box
culverts with fill heights in the 0’-2’ and 2’-10’ range. For box culverts with fill heights in the 0’-2’ and
2’-10’ range, use the box culvert for 0’-2’ fill .
All reinforcing steel shall conform to ASTM Specification A615, Grade 60 or A706 (The following splice lengths shall be used unless
shown otherwise):
See standard drawing BR800 for wingwall and apron details when required .
Effective Date: June 1, 2011 - November 30, 2011
BR
84
0
NOTE:
REVISIONS
DESCRIPTIONDATE
All material and workmanship shall be in accordance with
the current Oregon Standard Specifications
OREGON STANDARD DRAWINGS
NOTE:
REVISIONS
DESCRIPTIONDATE
All material and workmanship shall be in accordance with
the current Oregon Standard Specifications
OREGON STANDARD DRAWINGS
BR840
CALC. BOOK NO. BASELINE REPORT DATE
BR
84
0.d
gn
0
4-0
2-2
00
9SIZE FILL QUANTITY
CONC. STEELA E
WALL
DIMENSIONS
SPAN RISE
"A" BARS
SIZ
E
SPC
"B" BARS
G
TOP BOTTOM
"C" BARS
LBSFT FT FT LENGTH
LEN
GTH
B and
K
C BARS
F
"D" BARS
TOP BOTTOM
BOTTOM
SLABHEXT. INT. J
SIZ
E
SPC
LENGTHG
SIZ
E
LENGTHSPC
G
LENGTHG
BOTTOMTOP
SIZ
E
SPC
LEN
GTH
SIZ
E
SPC
LEN
GTH
"E" BARS
WALLS
EXT. INT.
16
10
10
10
12
10
12
12
18
20
12
12
12
12
10
10
12
12
18
20
12
12
12
12
16
16
16
16
16
20
20
20
20
20
16
16
16
16
16
20
20
20
20
20
32
32
6
6
6
6
6
20
24
24
24
8
8
8
8
8
6
6
6
6
6
8
8
8
8
8
28
36
40
24
24
28
36
40
24
24
28
36
40
20
20
20
16
10
10
12
1818
10
10
10
10
12 12
20
20
20
20
24
2424
2626
1818
2020
1818
2020
26 26 24
24
24
10
10
10
10
10
#4 DIST. BARS
BOTT.
SLAB
TOP
C.Y.
PER L.F.
#4 LONGIT.#4 LONGIT.
6
6
6
6
6
4
4
4
4
4
0-2
2-10
10-20
20-30
30-40
1.39
1.39
1.39
1.47
1.74
183
175
194
195
228
14-3"
14-3"
14-3"
14-3"
14-3"
5’-10"
5’-10"
5’-10"
6’-0"
6’-6"
9"
9"
9"
9"
9"
6
6
6
6
6
6
6
6
6
6
2-10
0-2
10-20
20-30
30-40
1.56
1.56
1.56
1.64
1.91
204
193
213
226
249
14-3"
14-3"
14-3"
14-3"
14-3"
9"
9"
9"
9"
9"
7’-10"
7’-10"
7’-10"
8’-0"
8’-6"
9"
9"
9"
9"
9"
9"
9"
9"
9"
9"
8
6
4
4
4
4
4
8
8
8
8
8
8
8
8
6
6
6
6
8
30-40
20-30
20-30
30-40
0-2
0-2
2-10
2-10
10-20
10-20
1.65
1.65
1.94
2.44
2.78
1.82
1.82
2.11
2.61
2.95
214
205
238
258
292
247
236
257
278
325
18’-3"
18’-3"
18’-3"
18’-3"
18’-3"
18’-3"
18’-3"
18’-3"
18’-3"
18’-3"
7’-10"
7’-10"
8’-3"
9’-0"
9’-6"
5’-10"
5’-10"
6’-3"
7’-0"
7’-6"
10"
10"
10"
12" 12"
12"
12"
12"
15" 15"
9"
9"
9"
9"
9"
9"
9"
9"
9"
9"
12"
12"
12"
12"
12"
15" 15"
9"
9"
9"
9"
9"
9"
9"
9"
9"
9"
10"
10"
10"
10"
10"
12"
18"
21" 21"
15"
12"
12"
18"
9"
9"
9"
9"
9"
9"
9"
9"
9"
9"
10"
10"
12"
12"
12"
18" 18"
15"
21" 21"
9"
9"
9"
9"
9" 9"
9"
9"
9"
9"
#5
#5
#5
#5
#5
#5
#5
#5
#5
#5
#5
#5
#5
#6
#6
#5
#5
#5
#6
#7
11"
11"
11"
11"
11"
11"
11"
15’-1"
15’-1"
15’-1"
15’-1"
15’-1"
15’-1"
15’-1"
15’-1"
15’-1"
15’-1"
11"
11"
12"
19’-1"
19’-1"
19’-1"
19’-3"
19’-3"
9 1/2 "
12"
14"
19’-1"
19’-1"
19’-1"
19’-3"
19’-7"
#4
#4
#5
#5
#5
11"
11"
11"
11"
#4
#4
#5
#5
#5
11"
11"
11"
#5
#5
#5
#5
#5
#5
#5
#5
#5
#6
11"
11"
12"
9 1/2 "
12"
14"
18’-4"
18’-4"
19’-3"
19’-7"
20’-0" 2’-3"
2’-3"
2’-3"
1’-9"
1’-9"
1’-9"
1’-9"
2’-3"
2’-3"
2’-3"
18’-4"
18’-4"
19’-3"
19’-7"
20’-0"
2’-3"
2’-3"
2’-3"
2’-3"
2’-3"
2’-3"
2’-3"
2’-3"
2’-3"
23’-3"
23’-3"
23’-7"
24’-4"
24’-10"
23’-3"
23’-3"
23’-7"
24’-4"
25’-8" 2’-8"
25’-5"
25’-5"
25’-5"
25’-9"
27’-2" 6’-0"
5’-6"
5’-4"
5’-4"
5’-4" 1’-9"
1’-9"
1’-9"
1’-9"
1’-9" 1’-10"
1’-10"
1’-10"
1’-10"
1’-10"
29’-5"
29’-5"
29’-5"
29’-9"
31’-2" 8’-0"
1’-9"
1’-9"
1’-9"
1’-9"
1’-9"
7’-6"
7’-4"
7’-4"
7’-4" 1’-10"
1’-10"
1’-10"
1’-10"
1’-10"
29’-5"
29’-5"
30’-9"
32’-7"
34’-0" 7’-0"
6’-6"
5’-9"
5’-4"
5’-4" 2’-2"
2’-2"
2’-2"
2’-2"
2’-2"
2’-4"
2’-4"
2’-4"
2’-4"
2’-4"
33’-5"
33’-5"
34’-9"
36’-7"
38’-0"
7’-4"
7’-4"
7’-9"
8’-6"
9’-0"
2’-2"
2’-2"
2’-2"
2’-2"
2’-2"
2’-4"
2’-4"
2’-4"
2’-4"
2’-4"
#5
#5
#5
#5
#5
#5
#5
11"
11"
11"
11"
11"
11"
#5
#5
#5
11"
#5
#5
#5
#5
#5
#5
#6
#6
#6
#7
11"
11"
12"
12"
14"
18’-5"
18’-5"
18’-5"
18’-5"
18’-5"
2’-3"
2’-3"
2’-3"
2’-3"
2’-3"
24’-7"
24’-7"
24’-7"
24’-11"
24’-11"
5’-4"
5’-4"
5’-4"
5’-6"
6’-0"
18’-5"
18’-5"
18’-5"
18’-5"
18’-5"
2’-3"
2’-3"
2’-3"
2’-3"
2’-3"
28’-7"
28’-7"
28’-7"
28’-11"
28’-11" 8’-0"
7’-6"
7’-4"
7’-4"
7’-4"
22’-5"
22’-5"
22’-5"
22’-5"
22’-5"
22’-5"
23’-3"
23’-3"
23’-3"
25’-7"
2’-3"
2’-3"
2’-3"
2’-8"
2’-8"
2’-8"
3’-10"
2’-3"
2’-3"
2’-3"
28’-7"
28’-7"
29’-5"
30’-11"
31’-11"
32’-7"
32’-7"
33’-5"
34’-11"
35’-11"
5’-4"
5’-4"
5’-9"
6’-6"
7’-0"
7’-4"
7’-4"
7’-9"
8’-6"
9’-0"
13’-11"
13’-11"
13’-11"
13’-11"
13’-11"
13’-11"
13’-11"
13’-11"
13’-11"
13’-11"
17’-11"
17’-11"
17’-11"
17’-11"
17’-11"
17’-11"
17’-11"
17’-11"
17’-11"
17’-11"
#5
#5
#5
#5
#5
#5
#5
#5
#5
#5
15"
15"
15"
15"
15"
15"
15"
15"
15"
15"
6’-2"
6’-2"
6’-2"
6’-4"
6’-10"
8’-2"
8’-2"
8’-2"
8’-4"
8’-10"
#5
#5
#5
#5
#5
#5
#5
#5
#5
#5
15"
15"
15"
15"
15"
15"
15"
15"
15"
15"
6’-2"
6’-2"
6’-7"
7’-4"
7’-10"
8’-2"
8’-2"
8’-7"
9’-4"
9’-10"
15"
15"
15"
15"
15"
15"
15"
15"
15"
#5
#5
#5
#5
#5
#5
#5
#5
#5
#5 15"
#5
#5
#5
#5
#5
#5
#5
#5
#5
#5
15"
15"
15"
15"
15"
15"
15"
15"
15"
15"
6’-2"
6’-2"
6’-2"
6’-4"
6’-10"
8’-2"
8’-2"
8’-2"
8’-4"
8’-10"
6’-2"
6’-2"
6’-7"
7’-4"
7’-10"
8’-2"
8’-2"
8’-7"
9’-4"
9’-10"
8 8
8
8
8
88
8
8
8
30-40
20-30
10-20
2-10
0-2 1.99
1.99
2.27
2.99
3.33
271
257
259
310
357
18’-3"
18’-3"
18’-3"
18’-9"
18’-9" 11’-6"
11’-0"
10’-3"
9’-10"
9’-10" 9"
9"
9"
12"
12"
10"
10"
12"
18"
21" 21"
18"
15"
12"
12" 9"
9"
9"
12"
12"
9"
9"
9"
9"
9"
#5
#5
#5
#5
#5
13"
16"
14"
19’-1"
19’-1"
19’-1"
19’-7"
#5
#5
#5
#6
#619’-7"
13"
16"
14"
23’-6"
23’-3"
23’-3"
26’-8"
27’-1" 2’-8"
2’-8"
2’-3"
2’-3"
2’-3" 37’-5"
37’-5"
37’-10"
41’-1"
42’-6" 11’-0"
10’-6"
9’-9"
9’-4"
9’-4" 2’-2"
2’-2"
2’-2"
2’-5"
2’-5" 2’-4"
2’-4"
2’-4"
2’-4"
2’-4" #5
#5
#6
#7
#7 14"
22’-5"
22’-5"
23’-3"
26’-1"
26’-1"
2’-3"
2’-3"
2’-8"
3’-10"
3’-10" 40’-5"
39’-5"
37’-5"
36’-7"
36’-7"
11’-0"
10’-6"
9’-9"
9’-4"
9’-4"
18’-5"
18’-5"
17’-11"
17’-11"
17’-11" #5
#5
#5
#5
#5
#5
#5
#5
#5
#5
15"
15"
15"
15"
15"
15"
15"
12"
11’-10"
11’-4"
10’-7"
10’-2"
10’-2" 10’-2"
10’-2"
10’-7"
11’-4"
11’-10"
Bars "A"
Top
Sla
b
E
Bars "B"
Bars "C"
Bars "E"
A
NOTE :
G
K
G
Slab Depth - 4" (Top)
1
1
Bars "A"
Bars "D"
Bars "B"
Bars "C"
3"
cl.
3"
cl.
12"
Btm
.
Sla
b
12"
H
H
Int. wallExt. wall
Ris
e
Span
B
B
B
B
B
B
B
B
B
TYPICAL SECTION
B
B
B
B
B
BB B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
BExt. wall
min
.
B
B
B
B
B
Std. 180^ hook both ends .
B
Distribution bars
Limits of granular
structure backfill (unless
Span
#4 longit. bars
#4 longit. bars
#4 longit. bars
2"
cl.
2" cl.
(typ.)
Slab Depth - 6" (Bottom)
Limits of structure excavation (typ.)
Construction joint
shown otherwise)
Bars "A" and "C" alternate with bar "B".
F
BAR "B"
BAR "C"
BAR "A"
B
"D" and "E"
B
Std. 90^ hook
B
J JB
B
B
B
GENERAL NOTES:
Box culverts designed for HS20 loading.
Concrete members designed by Load Factor Design method.
All bars shall be placed 2" clear of the nearest face of concrete unless shown otherwise.
See standard drawing BR800 for wingwall and apron details when required.
Concrete in box culverts shall be Class 3600 - 1 1/2 ", 1" or 3/4 ".
Bar Size 3 4 5 6 7 8 9 10 11
Uncoated 1’-0" 1’-4" 1’-8" 2’-0" 2’-8" 3’-6" 4’-4" 5’-7" 6’-9"
1’-5" 1’-10" 2’-4" 2’-10" 3’-9" 4’-11" 6’-1" 7’-10" 9’-6"Epoxy
Coated
Splice
Length
9" 9"
9" 9"
9" 9"
10"
10"
10"
10"
10" 10"
10"
10"
10"
10"
10"10"
9"
9"
9"
9"
10"
10"
10"
10"
10"
13"
16" 12"
12"
STANDARD DOUBLE
BOX CULVERTS DETAILS
Splice bar "B" (top) with bar "B" (bottom) and bar "C" (top) with
bar "C" (bottom).
2008
Originalground
B
Limits ofstructureexcavation(typ.)
All material and workmanship shall conform to the Standard Specifications for Construction of the Oregon Department of Transportation.
All reinforcing steel shall conform to AASHTO M31 (ASTM A615), Grade 60 or A706 (The following splice lengths shall be used (unless
shown otherwise) :
For box culvert with fill heights in more than one range, use the box culvert for the highest height except for box
culverts with fill heights in the 0-2’ and 2’-10’ range. For box culverts with fill heights in the 0-2’ and 2’-10’
range, use the box culvert for 0-2’ fill.
Effective Date: June 1, 2011 - November 30, 2011
BR
841
NOTE:
REVISIONS
DESCRIPTIONDATE
All material and workmanship shall be in accordance with
the current Oregon Standard Specifications
OREGON STANDARD DRAWINGS
NOTE:
REVISIONS
DESCRIPTIONDATE
All material and workmanship shall be in accordance with
the current Oregon Standard Specifications
OREGON STANDARD DRAWINGS
BR841
CALC. BOOK NO. BASELINE REPORT DATE
BR
84
1.d
gn
0
4-0
2-2
00
9
STANDARD DOUBLE
BOX CULVERTS DETAILS
2008
30
30
20
20
20
20
8
8
8
8
8
24
24
10
10
10
10
10
14
14
14
14
14
SIZE FILL QUANTITY
CONC. STEELA E
TOP
SLAB WALL
DIMENSIONS
SPAN RISE
"A" BARS
SIZ
E
SPC
"B" BARS
G
TOP BOTTOM
"C" BARS
LBSFT FT FT LENGTH
LEN
GTH
B and
BOTT. K
C BARS
F
"D" BARS
TOP BOTTOM
BOTTOM
SLABHEXT. INT. J
SIZ
E
SPC
LENGTHG
SIZ
E
LENGTHSPC
G
LENGTHG
BOTTOMTOP
SIZ
E
SPC
LEN
GTH
SIZ
E
SPC
LEN
GTH
"E" BARS
18
18
18
18
26
26
26
26
34
34
34
34
38
38
38
38
36
36
38
36
36
18
18
18
18
38
26
26
26
26
34
34
34
34
38
38
38
38
20
20
24
24
8
8
8
8
8
10
10
10
10
10
14
14
14
14
14
16
16
16
16
3838
#4 DIST. BARS
mm
WALLS
EXT. INT.
28
16
18
26
28 28
26
18
16
28
28 28
28
26
18
16 16
18
26
28
28
26
18
16 16
18
26
28
20
24
24
24
32
32
32
36
36
32
32
32
32
32
32
44
44
44
52
52
52
56
56
56
36
36
36
36
36
36
36
36
52
52
52
52
68
68
68
68
76
76
76
76
16
20
20
20
24
24
24
32
32
32
36
36
36
36
36
44
44
C.Y.
PER L.F.
#4 LONGIT.#4 LONGIT.
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
6
6
6
6
6
8
8
8
8
8
10
10
10
10
10
0-2
0-2
0-2
2-10
2-10
2-10
10-20
10-20
10-20
20-30
20-30
20-30
30-40
30-40
30-40
2.23
2.23
2.85
3.47
4.13
2.40
2.40
3.28
3.91
4.33
2.85
2.85
3.48
4.37
4.80
303
293
355
435
526
326
313
341
389
452
337
324
383
434
470
22’-3"
22’-3"
22’-3"
22’-3"
22’-9"
22’-3"
22’-3"
22’-9"
22’-9"
22’-9"
22’-9"
22’-9"
22’-9"
23’-3"
23’-3"
8’-0"
8’-0"
8’-9"
9’-6"
10’-0"
10’-0"
10’-0"
10’-9"
11’-6"
12’-0"
12’-0"
12’-0"
12’-9"
13’-6"
14’-0"
9"
9"
9"
9"
9"
9"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
15"
15"
15"
21"
21"
21"
24"
24"
24"
12"
12"
18"
21"
24"
12"
12"
21"
21"
18"
18"
12"
12"
24"
24"
9"
9"
9"
9"
9"
9"
12"
12"
12"
12"
12"
12"
12"
15"
15"
9"
9"
9"
9"
9"
9"
9"
9"
9"
9"
9"
9"
9"
9"
9"
#5
#5
#5
#5
#5
#5
#5
#6
#6
#6
#6
#6
#7
#7
#7
8"
11"
12"
15"
11"
23’-1"
23’-1"
23’-1"
23’-3"
24’-1"
23’-1"
23’-1"
23’-9"
24’-1"
24’-1"
23’-7"
23’-7"
23’-9"
24’-3"
24’-3"
#5
#5
#5
#5
#5
#5
#5
#5
#5
#6
#6
#7
#6
#5
#5
11"
15"
12"
8"
11"
27’-6"
27’-6"
27’-6"
27’-6"
27’-11"
29’-7"
32’-10"
28’-5"
30’-1"
30’-6"
28’-0"
28’-0"
28’-10"
29’-9"
30’-2"
2’-3"
2’-3"
2’-3"
2’-3"
2’-3"
2’-3"
2’-3"
2’-3"
2’-3"
2’-3"
2’-3"
2’-8"
2’-8"
2’-8"
2’-10"
37’-9"
37’-9"
40’-1"
42’-0"
44’-1"
41’-9"
41’-9"
44’-7"
46’-6"
48’-1"
46’-3"
46’-3"
48’-2"
51’-0"
52’-7"
7’-6"
7’-6"
8’-3"
9’-0"
9’-6"
9’-6"
9’-6"
10’-3"
11’-0"
11’-6"
11’-6"
11’-6"
12’-3"
13’-0"
13’-6"
2’-7"
2’-7"
2’-7"
2’-7"
2’-7"
2’-7"
2’-10"
2’-10"
2’-10"
2’-10"
2’-10"
2’-10"
2’-10"
3’-1"
3’-1"
2’-10"
2’-10"
2’-10"
2’-10"
2’-10"
2’-10"
2’-10"
2’-10"
2’-10"
2’-10"
#5
#5
#5
#6
#7
#7
#7
#5
#5
#5
#5
#5
#5
#6
#6
2’-10"
2’-10"
2’-10"
2’-10"
2’-10"
8"
11"
11"
15"
12"
26’-5"
26’-5"
26’-5"
26’-5"
26’-5"
26’-5"
26’-5"
26’-5"
27’-3"
30’-1"
27’-9"
30’-1"
30’-1"
28’-3"
28’-3"
2’-3"
2’-3"
2’-3"
2’-3"
2’-3"
2’-3"
2’-3"
2’-3"
2’-8"
2’-8"
2’-8"
2’-8"
3’-10"
3’-10"
3’-10"
36’-11"
36’-11"
38’-5"
39’-11"
41’-5"
40’-11"
40’-11"
42’-11"
44’-5"
45’-5"
45’-5"
45’-5"
46’-11"
48’-11"
49’-11"
7’-6"
7’-6"
8’-3"
9’-0"
9’-6"
9’-6"
9’-6"
10’-3"
11’-0"
11’-6"
11’-6"
11’-6"
12’-3"
13’-0"
13’-6"
21’-11"
21’-11"
21’-11"
21’-11"
21’-11"
21’-11"
22’-5"
22’-5"
22’-5"
22’-5"
22’-5"
22’-5"
22’-5"
21’-11"
21’-11"
#5
#5
#5
#5
#5
#5
#5
#5
#5
#5
#5
#5
#5
#5
#5
8’-4"
8’-4"
9’-1"
9’-10"
10’-4"
10’-4"
10’-4"
11’-1"
11’-10"
12’-4"
12’-4"
12’-4"
13’-1"
13’-10"
14’-4"
#5
#5
#5
#5
#5
#5
#5
#5
#5
#5
#5
#5
#5
#5
#5
8’-4"
8’-4"
9’-1"
9’-10"
10’-4"
10’-4"
10’-4"
11’-1"
11’-10"
12’-4"
12’-4"
12’-4"
13’-1"
13’-10"
14’-4"
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
10
10
10
10
10
8
8
8
8
8
6
6
6
6
6
30-40
30-40
30-40
30-40
20-30
20-30
20-30
20-30
10-20
2-10
0-2
0-2
0-2
2-10
2-10
0-2
2-10
10-20
10-20
10-20
2.59
2.59
3.73
7.42
5.21
2.76
2.76
3.94
4.93
5.42
3.00
3.00
4.14
5.39
5.89
3.35
3.35
4.34
5.63
6.13
386
446
451
508
736
408
489
500
552
668
442
501
503
603
636
484
524
526
566
646
26’-9"
26’-9"
26’-9"
27’-3"
27’-3"
26’-9"
26’-9"
26’-9"
27’-3"
27’-3" 16’-6"
16’-0"
15’-0"
14’-0"
14’-0"
14’-6"
14’-0"
13’-0"
12’-0"
12’-0"
26’-3"
26’-3"
26’-3"
26’-3"
26’-9"
26’-9"
26’-9"
26’-9"
26’-9"
26’-9"
10’-0"
10’-0"
10’-0"
8’-0"
8’-0"
9’-0"
10’-6"
11’-0"
12’-0"
12’-6"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12" 27"
27"
24"
24"
18"
18"
12"
12"
12"
12"
27"
27"
12"
12"
12"
12"
18"
18"
24"
24"
12" 12"
12" 12"
12" 12"
12" 12"
18"
18"
24"
24"
27"
27"
12"
12"
12"
12"
12"
12"
12"
12"
18"
24"
27"
12"
12"
18"
24"
27"
9" 9"
9"
9"
9"
9"
9"
9"
9"
9"
9"
9"
9"
9"
12"
12"
12"
12"
12"
12"
9"
9"
9"
9"
9"
9"
9"
9"
9"
9"15"
15"
15"
15"
12"
12"
12"
12"
12"
12"
#8
#8
#7
#7
#7
#7
#7
#7
#6
#6
#6
#6
#6
#6
#6
#7
#7
#7
#7
#7
12"
12"
13"
28’-1"
28’-1"
28’-1"
28’-1"
27’-7"
27’-3"
27’-3"
27’-3"
27’-9"
27’-9"
12"
12"
14"
14"
15"
14"
28’-1"
28’-1"
28’-1"
28’-1"
28’-1"
28’-1"
28’-9"
28’-9"
27’-9"
27’-9"
#6
#6
#6
#6
#6
#7
#7
#7
#7
#7
12"
12"
#6
#7
#7
#7
#7
#6
#6
#7
#7
#7
12"
14"
14"
12"
14"
15" 37’-9"
37’-9"
37’-4"
37’-4"
36’-0"
36’-0"
35’-2"
35’-2"
32’-10"
32’-10"
2’-8"
2’-8"
3’-10"
3’-10"
3’-10"
3’-10"
3’-10"
3’-10"
3’-10"
3’-10"
32’-4"
32’-4"
32’-4"
33’-8"
34’-6"
37’-3"
37’-3"
36’-0"
34’-8"
36’-10"
2’-8"
2’-8"
2’-8"
2’-8"
2’-8"
3’-10"
3’-10"
3’-10"
3’-10"
3’-10"
41’-9"
41’-9"
45’-1"
47’-11"
49’-4"
45’-9"
45’-9"
49’-1"
51’-11"
53’-4" 12’-0"
11’-6"
10’-6"
9’-6"
9’-6"
10’-0"
9’-6"
8’-6"
7’-6"
7’-6"
50’-3"
50’-3"
53’-1"
56’-5"
57’-10"
54’-3"
54’-3"
57’-1"
60’-5"
61’-10" 16’-0"
15’-6"
14’-6"
13’-6"
13’-6"
14’-0"
13’-6"
12’-6"
11’-6"
11’-6"
3’-6"
3’-6"
3’-6"
3’-6"
3’-3"
3’-3"
3’-3"
3’-3"
3’-3"
3’-3" 3’-4"
3’-4"
3’-4"
3’-4"
3’-4"
3’-4"
3’-4"
3’-4"
3’-4"
3’-6"
3’-0"
3’-0"
3’-0"
3’-0"
3’-3"
3’-3"
3’-3"
3’-3"
3’-3"
3’-3"
3’-4"
3’-4"
3’-4"
3’-4"
3’-4"
3’-4"
3’-4"
3’-4"
3’-4"
3’-4"
#6
#6
#6
#6
#6
#7
#7
#7
#7
#7
12"
12"
#7
#7
#7
#7
#7
#7
#7
#8
#6
#6 12"
12"
13"
14"
14"
14"
15"
31’-3"
31’-3"
31’-9"
31’-9"
34’-1"
31’-3"
33’-7"
34’-1"
34’-1"
34’-1" 3’-10"
3’-10"
3’-10"
2’-8"
2’-8"
2’-8"
2’-8"
2’-8"
3’-10"
3’-10"
39’-1"
39’-1"
34’-1"
34’-1"
34’-1"
34’-1"
34’-7"
34’-7"
36’-11"
36’-11"
2’-8"
2’-8"
3’-10"
3’-10"
3’-10"
3’-10"
3’-10"
3’-10"
5’-0"
5’-0"
53’-5"
53’-5"
55’-5"
57’-11"
58’-11" 16’-0"
15’-6"
14’-6"
13’-6"
13’-6"
26’-11"
26’-11"
26’-5"
26’-5"
26’-5"
49’-5"
49’-5"
51’-5"
53’-11"
54’-11" 14’-0"
13’-6"
12’-6"
11’-6"
11’-6" 26’-5"
26’-5"
26’-5"
26’-11"
26’-11"
40’-11"
40’-11"
43’-5"
45’-5"
46’-5" 10’-0"
9’-6"
8’-6"
7’-6"
7’-6" 25’-11"
25’-11"
26’-5"
26’-5"
26’-5"
44’-11"
44’-11"
47’-5"
49’-5"
50’-5" 12’-0"
11’-6"
10’-6"
9’-6"
9’-6" 25’-11"
25’-11"
26’-5"
26’-5"
26’-5"
#5
#5
#5
#5
#5 #5
#5
#5
#5
#5
#5
#5
#5
#5#5
#5
#5
#5
#5 #5
#5
#5
#5
#5
#5
#5
#5
#5
#5 #5
#5
#5
#5
#5
#5
#5
#5
#5
#5 #516’-10"
16’-4"
15’-4"
14’-4"
14’-4"
14’-10"
14’-4"
13’-4"
12’-4"
12’-4"
14"
12’-10"
12’-4"
11’-4"
10’-4"
10’-4"
10’-4"
8’-4"
8’-4"
9’-4"
10’-10"
16’-10"
16’-4"
15’-4"
14’-4"
14’-4"
14’-4"
12’-4"
12’-4"
13’-4"
14’-10"
12’-10"
12’-4"
11’-4"
10’-4"
10’-4"
10’-4"
8’-4"
8’-4"
9’-4"
10’-10"
9"
9"
9"
9"
9"9"
9"
9"
9"
9"
9"9"
9" 9"
9"9"
9"
9"
9"
9"
9"
9"
9"
9"
12" 12"
12"12"
12"
12"12"
12"
12"12"
10"
10"
10"
10"
10"10"
10"10"
10"10"
8" 8"
13"
13" 13"
13" 13"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
10"
10"
10"
10"
10"
10"
10"
10"
10"
10"
10"
10"
10"
6"
12"13"
13"
8"
14"
14"
14"
14"
14"
14"
14"
14"
13"
14"
14"
14"
14"
14"
14"
14"
14"
14"
14"
14"
14"
14"
14"
14"
14"
14"
14"
14"
14"
14"
14"
14"
14"
14"
14"
14"
14"
14"
14"
14"
14"
14"
14"
Effective Date: June 1, 2011 - November 30, 2011
