CELL/MODEL NAME DESCRIPTION DATEBAIA-CIP-2399-0 (2 pgs.) Bridge approach integral abut; Cast in place; 2399 Rail; No skew 10/12/2021BAIA-CIP-R34-0 (2 pgs.) Bridge approach integral abut; Cast in place; R34 Rail; No skew 10/12/2021
BAIA-CIP-R34C-0 (2 pgs.) Bridge approach integral abut; Cast in place; R34 Rail with curb; No skew 10/12/2021BAIA-CIP-R40-0 (2 pgs.) Bridge approach integral abut; Cast in place; R40 Rail; No skew 10/12/2021BAIA-CIP-R41-0 (2 pgs.) Bridge approach integral abut; Cast in place; R41 Rail; No skew 10/12/2021
BAIA-CIP-R41C-0 (2 pgs.) Bridge approach integral abut; Cast in place; R41 Rail with curb; No skew 10/12/2021BAIA-CIP-R42-0 (2 pgs.) Bridge approach integral abut; Cast in place; R42 Rail; No skew 10/12/2021
BAIA-CIP-39CS-0 (2 pgs.) Bridge approach integral abut; CIP; 39 in. Constant Slope; No skew 10/12/2021BAIA-CIP-39CS-L > 30 (2 pgs.) Bridge approach integral abut; CIP; 39 in. Constant Slope; Left skew > 30 degrees 10/12/2021BAIA-CIP-39CS-L ≤ 30 (2 pgs.) Bridge approach integral abut; CIP; 39 in. Constant Slope; Left skew ≤ 30 degrees 10/12/2021BAIA-CIP-39CS-R > 30 (2 pgs.) Bridge approach integral abut; CIP; 39 in. Constant Slope; Right skew > 30 degrees 10/12/2021BAIA-CIP-39CS-R ≤ 30 (2 pgs.) Bridge approach integral abut; CIP; 39 in. Constant Slope; Right skew ≤ 30 degrees 10/12/2021
BAIA-CIP-44CS-0 (2 pgs.) Bridge approach integral abut; CIP; 44 in. Constant Slope; No skew 10/12/2021BASA-CIP-3944CS-0 (2 pgs.) Bridge approach stub abut; CIP; 39 or 44 in. Constant Slope; No skew 10/12/2021
Approach Slabs-Bridge Cast in Place Page 1 of 2 10/12/2021
DATE REVISION HISTORY8/11/2017 ● Added top and bottom footing elevations.
● Changed footing thickness to constant 10 inches such that the bottom of footing follows the grade.● Added new base sheet BA-CIP-R34-0.● Corrected parapet reinforcement on base sheet BAIA-CIP-42FS-0.● Called out formed joint at beginning of approach slabs.● Corrected miscellaneous editorial and drafting errors.
6/15/2019 ● Replaced F-shaped parapets with new constant slope parapets and revised all reinforcement accordingly.● Added new base sheet BAIA-CIP-R40-0.● Called out wingwall joint material on cross section.
10/12/2021 ● Revised elevation table for sleeper slab to specify locations more clearly.● Created new version for R40 rail.● Created new version for R41 rail.● Created new version for R42 rail.● Revised the edge beam for the R34 to match the R40 and R41.● Showed hatched block on stub abutment version.
Approach Slabs-Bridge Cast in Place Page 2 of 2 10/12/2021
7'-0'' 3'-0''
Approach Footing
10'-0''
for pavement connector
See Hwy. Std. 420401
(Sheet 1 of 2)
AT APPROACH FOOTING
5'-0'' typ.
2'' cl.
15'-0'' typ.
1''
5''
'-'' out to out
Approach Sla
b and Footin
g at curb
6''
2- Rail post spaces at '-'' = '-''
of Abut.
Back
1'-
6''
1'-
6''
typ.
1'-
0"
typ.
6"
steel railing
End of
9''
'-'' out to out
Approach Sla
b at Steel
Railin
g
Type 2399
Steel Railing
7''
15'-0"
2'-6"
¡
1'-6''
Bend to fit taper.
1-#4 b13(E) bar in curb, typ.
Slope % Slope % Slope % Slope %
10-12-2021
PLAN
A A
¡
17-#5 d10(E) bars at 11'' cts. typ.
'')
41
'' cl. (±
41
2
''211'-4
''211
''8
77
'' cl. min. typ.211
bottom of Approach Footing. See Sec A-A
20-#5 w10(E) bars at 6'' cts. Top and
d10(E) a12(E) a10(E) b10(E)
b12(E) b11(E) a11(E)
e10(E)
b13(E)
t10(E)w10(E)
top and bottom of slab, typ.
2-#5 b12(E) bars at 5'' cts.
Top and botto
m of
Approach Footin
g,
See Sec.
A-
A
-#
4 t10(E)
bars at 12'' cts.
60-#8 a11(E) bars at 6'' cts. Bottom of slab
46-#5 a10(E) bars at 8'' cts. Top of slab, tilt as necessary to fit curb
Lap with each a10(E) bar
at 8'' cts. Top of slab, typ.
23-#5 a12(E) bars
-#
9 b11(E)
bars at 5'' cts.
Botto
m of sla
b
-#
5 b10(E)
bars at 8'' cts.
Top of sla
b
A
B
C
D
E
F
STRUCTURE NO.
BRIDGE APPROACH SLAB DETAILS SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
CONTRACT NO. DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
USER NAME =
PLOT SCALE =
PLOT DATE =
DESIGNED REVISED
REVISED
REVISED
REVISED
F.A.
SHEET OF SHEETS
-
-
-
-
-
-
-
-
CHECKED
DRAWN
CHECKED
$TIME$$DATE$
MO
DE
L:
FIL
E N
AM
E:
$M
OD
EL
NA
ME$
$FIL
EL$
NEAR ABUTMENT
(Looking )
CROSS SECTION
adhesive as recommended by supplier.
bonded to wingwall with suitable
of the Standard Specifications)
2" PJF (per Article 1051.09
BAIA-CIP-2399-0
to drain
'' per foot41Slope
30'-0'' end to end approach
(_ approach slab shown; _ approach slab similar by 180° rotation)
BottomTopTop Bottom
FOR APPROACH FOOTING
TOP AND BOTTOM ELEVATIONS
Location
Point/
Location
Point/
Approach Approach
D -
C -
B -
A -
E -
F -
D -
C -
B -
A -
E -
F -
92 #5
#8
#4
Concrete Superstructure Cu. Yd.
Pound
Cu. Yd.Concrete Structures
#5 7'-4"
#5
#9
16 #5
4 #4
80 #5
9'-8"
Epoxy Coated
Reinforcement Bars,
2'-6"
(Sheet 2 of 2)
(Approach Slab)
Concrete SuperstructureCu. Yd.
120
50° F.Appr. slab
End of
¡ Joint
92
**
** Per manufacturer recommendations
* Cost included with Concrete Superstructure (Approach Slab).
1'-2"
1'-
1"
1'-2"
1'-8"
1'-
7" #5
#5 6'-8"
12
5'-0"
5"
top of curb
3- #5 e10(E) bars
68
(PCC)
Connector
Pavement
10-12-2021
BILL OF MATERIAL
TWO APPROACHES
DETAIL A
INSIDE ELEVATION OF RAILING AND CURB
"21
"21
29'-8"
29'-8"
14'-8"
14'-8"
14'-8"" at431
2"
7"
15'-0" 15'-0"
See Notes.
" at 50° F432
Bar No. Size Length Shape
a10(E)
a11(E)
a12(E)
b10(E)
b11(E)
b12(E)
b13(E)
d10(E)
e10(E)
t10(E)
w10(E)
BAR a12(E)
BAR a10(E)
BAR d10(E)
b13(E)
Run out to out of curb
Pavement Joint Seal". Recess ¼" minimum.
* Expansion joint. See Special Provision "Preformed
STRUCTURE NO.
BRIDGE APPROACH SLAB DETAILS SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
CONTRACT NO. DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
USER NAME =
PLOT SCALE =
PLOT DATE =
DESIGNED REVISED
REVISED
REVISED
REVISED
F.A.
SHEET OF SHEETS
-
-
-
-
-
-
-
-
CHECKED
DRAWN
CHECKED
$TIME$$DATE$
MO
DE
L:
FIL
E N
AM
E:
$M
OD
EL
NA
ME$
$FIL
EL$
BAIA-CIP-2399-0
6'-6"
1'-
0"
1'-
3"
Sla
b
See Detail A
3'-0"
cl.
cl.
7'-0"
cl.
cl.
Mat'l. Type B, 4"
Subbase Granular*
breaker on steel trowel finish
* 10 mil. Polyethylene bond
Footing
Approach
for Structures
Granular Backfill
")4
1" (±
41
2
typ.
2" cl.
2"
2"
2"
v100(E)
a11(E)a10(E)b11(E)
w10(E)
t10(E)
10"
relief joint sealer. Full width.
¼" x ¾" Formed joint with bridge
SECTION A-A
b10(E)
30'-0" end to end approach
typ.
"871
typ.
8"
See sheet of for hatched block details.
For railing details, see sheet of .
For Granular Backfill for Structures and drainage treatment details, see sheet of .
Cost of excavation for approach footing included with Concrete Structures.
The approach footing maximum applied service bearing pressure (Qmax) = 2.0 ksf.
Approach footing concrete shall be paid for as Concrete Structures.
Approach slab shall be paid for as Concrete Superstructure (Approach Slab).
Curb concrete under railing shall be paid for as Concrete Superstructure.
bridge length plus the length of the bridge approach slab.
length of bridge used to calculate the adjustment shall be equal to half the total
Standard Specifications. However, since this detail is for jointless structures, the
The joint opening shall be adjusted for temperature per Article 520.04 of the
Notes:
(Sheet 1 of 2)
AT APPROACH FOOTING
(Looking )
¡
2'-0"
Type SM
Steel Railing
7'-0" 3'-0"
for pavement connector
See Hwy. Std. 420401
of Approach Footing. See Sec A-A
20-#5 w10(E) bars at 6" cts. Top and bottom
15'-0"
2'-6"
Top and botto
m of
Approach Footin
g,
See Sec.
A-
A
-#
4 t10(E)
bars at 12"
cts.
of Abut.
Back
steel railing
End of
Edge beam for railing
14'-0" typ.
¡
Slope % Slope % Slope % Slope %
10-12-2021
CROSS SECTION
PLAN
A A
1'-
8"
2"
cl.
2- Rail post spaces at '-" = '-"
Approach Footing
10'-0"'-"
out to out
Approach Sla
b and Footin
g
")4
1"
cl. (±
41
2
a11(E)d10(E) b11(E)
16-#5 d10(E) bars at 12" cts. typ.
bottom of slab, typ.
3-#5 b12(E) bars
b12(E)
a10(E) b10(E)
Lap with each a10(E) bar
at 8" cts. Top of slab, typ.
23-#5 a12(E) bars
-#
9 b11(E)
bars at 5"
cts.
Botto
m of sla
b
-#
5 b10(E)
bars at 8"
cts.
Top of sla
b
a12(E)
w10(E) t10(E)
A
B
C
D
E
F
60-#8 a11(E) bars at 6" cts. Bottom of slab
46-#5 a10(E) bars at 8" cts. Top of slab
STRUCTURE NO.
BRIDGE APPROACH SLAB DETAILS SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
CONTRACT NO. DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
USER NAME =
PLOT SCALE =
PLOT DATE =
DESIGNED REVISED
REVISED
REVISED
REVISED
F.A.
SHEET OF SHEETS
-
-
-
-
-
-
-
-
CHECKED
DRAWN
CHECKED
$TIME$$DATE$
MO
DE
L:
FIL
E N
AM
E:
$M
OD
EL
NA
ME$
$FIL
EL$
NEAR ABUTMENT
adhesive as recommended by supplier.
bonded to wingwall with suitable
of the Standard Specifications)
2" PJF (per Article 1051.09
BAIA-CIP-R34-0
30'-0" end to end approach
(_ approach slab shown; _ approach slab similar by 180° rotation)
BottomTopTop Bottom
FOR APPROACH FOOTING
TOP AND BOTTOM ELEVATIONS
Location
Point/
Location
Point/
Approach Approach
D -
C -
B -
A -
E -
F -
D -
C -
B -
A -
E -
F -
B
B
92 #5
#8
#4
Pound
Cu. Yd.Concrete Structures
#5 7'-8"
#5
#9
12 #5
80 #5
9'-8"
Epoxy Coated
Reinforcement Bars,
2'-6"
(Sheet 2 of 2)
(Approach Slab)
Concrete SuperstructureCu. Yd.
120
92
#5 4'-11"64
10-12-2021
BILL OF MATERIAL
TWO APPROACHES
INSIDE ELEVATION OF RAILING
29'-8"
29'-8"
13'-8"
15'-0" 15'-0"
Bar No. Size Length Shape
a12(E)
a11(E)
a10(E)
b12(E)
b11(E)
d10(E)
b10(E)
t10(E)
w10(E)
For railing details, see sheet of .
For Granular Backfill for Structures and drainage treatment details, see sheet of .
Cost of excavation for approach footing included with Concrete Structures.
The approach footing maximum applied service bearing pressure (Qmax) = 2.0 ksf.
Approach footing concrete shall be paid for as Concrete Structures.
Approach slab shall be paid for as Concrete Superstructure (Approach Slab).
bridge length plus the length of the bridge approach slab.
length of bridge used to calculate the adjustment shall be equal to half the total
Standard Specifications. However, since this detail is for jointless structures, the
The joint opening shall be adjusted for temperature per Article 520.04 of the
Notes:
STRUCTURE NO.
BRIDGE APPROACH SLAB DETAILS SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
CONTRACT NO. DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
USER NAME =
PLOT SCALE =
PLOT DATE =
DESIGNED REVISED
REVISED
REVISED
REVISED
F.A.
SHEET OF SHEETS
-
-
-
-
-
-
-
-
CHECKED
DRAWN
CHECKED
$TIME$$DATE$
MO
DE
L:
FIL
E N
AM
E:
$M
OD
EL
NA
ME$
$FIL
EL$
BAIA-CIP-R34-0
1'-
3"
Sla
b
See Detail A
3'-0"
cl.
cl.
7'-0"
cl.
cl.
Mat'l. Type B, 4"
Subbase Granular*
breaker on steel trowel finish
* 10 mil. Polyethylene bond
Footing
Approach
for Structures
Granular Backfill
")4
1" (±
41
2
typ.
2" cl.
2"
2"
2"
v100(E)
a11(E)a10(E)b11(E)
w10(E)
t10(E)
10"
relief joint sealer. Full width.
¼" x ¾" Formed joint with bridge
SECTION A-A
b10(E)
30'-0" end to end approach
50° F.Appr. slab
End of
¡ Joint
**
** Per manufacturer recommendations
* Cost included with Concrete Superstructure (Approach Slab).
(PCC)
Connector
Pavement
DETAIL A
SECTION B-B
"21
"21
4"
")4
1"
cl. (±
41
22"
cl.
" at431
See Notes.
" at 50° F432
BAR d10(E)
BAR a12(E)
b12(E) d10(E)
b10(E)
b11(E)
Run out to out of curb
" minumum. 41 Pavement Joint Seal". Recess
* Expansion joint. See Special Provision "Preformed
a10(E) or a12(E)
6'-6"
1'-
2"
"41
1'-
3"
1'-7"
1'-3"
"2
17
10"
"856
above rail anchorage
Place first b10(E) bar
¡ of Post
(Sheet 1 of 2)
NEAR ABUTMENTAT APPROACH FOOTING
(Looking )
¡
Type SM
Steel Railing
7'-0" 3'-0"
for pavement connector
See Hwy. Std. 420401
of Approach Footing. See Sec A-A
20-#5 w10(E) bars at 6" cts. Top and bottom
15'-0"
2'-6"
60-#8 a11(E) bars at 6" cts. Bottom of slab
46-#5 a10(E) bars at 8" cts. Top of slab, tilt as necessary to fit curb
Top and botto
m of
Approach Footin
g,
See Sec.
A-
A
-#
4 t10(E)
bars at 12"
cts.
of Abut.
Back
steel railing
End of
Edge beam for railing
14'-0" typ.
¡
Bend to fit taper.
1-#4 b13(E) bar in curb, typ.
Slope % Slope % Slope % Slope %
10-12-2021
CROSS SECTION
PLAN
A A
2'-
0"
2"
cl.
2- Rail post spaces at '-" = '-"
5"
1"
6"
5"
6"
1"
4"
Approach Footing
10'-0"
'-"
out to out
Approach Sla
b and Footin
g
5'-0" typ.
6"
6"
4"
a11(E)b11(E)
b13(E)
16-#5 d10(E) bars at 12" cts. typ.
bottom of slab, typ.
3-#5 b12(E) bars
b13(E)
a10(E) b10(E)
Lap with each a10(E) bar
at 8" cts. Top of slab, typ.
23-#5 a12(E) bars
-#
9 b11(E)
bars at 5"
cts.
Botto
m of sla
b
-#
5 b10(E)
bars at 8"
cts.
Top of sla
b
a12(E)
w10(E) t10(E)
A
B
C
D
E
F
STRUCTURE NO.
BRIDGE APPROACH SLAB DETAILS SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
CONTRACT NO. DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
USER NAME =
PLOT SCALE =
PLOT DATE =
DESIGNED REVISED
REVISED
REVISED
REVISED
F.A.
SHEET OF SHEETS
-
-
-
-
-
-
-
-
CHECKED
DRAWN
CHECKED
$TIME$$DATE$
MO
DE
L:
FIL
E N
AM
E:
$M
OD
EL
NA
ME$
$FIL
EL$
")4
1"
cl. (±
41
2
adhesive as recommended by supplier.
bonded to wingwall with suitable
of the Standard Specifications)
2" PJF (per Article 1051.09
BAIA-CIP-R34C-0
30'-0" end to end approach
(_ approach slab shown; _ approach slab similar by 180° rotation)
2'-0"
d10(E)
b12(E)
BottomTopTop Bottom
FOR APPROACH FOOTING
TOP AND BOTTOM ELEVATIONS
Location
Point/
Location
Point/
Approach Approach
D -
C -
B -
A -
E -
F -
D -
C -
B -
A -
E -
F -
B
B
92 #5
#8
#4
Pound
Cu. Yd.Concrete Structures
#5 7'-8"
#5
#9
12 #5
4 #4
80 #5
9'-8"
Epoxy Coated
Reinforcement Bars,
2'-6"
5'-0"
(Sheet 2 of 2)
(Approach Slab)
Concrete SuperstructureCu. Yd.
120
92
#5 4'-11"64
10-12-2021
BILL OF MATERIAL
TWO APPROACHES
INSIDE ELEVATION OF RAILING AND CURB
29'-8"
29'-8"
13'-8"
29'-8"
2"
4"
15'-0" 15'-0"
Bar No. Size Length Shape
a12(E)
a11(E)
a10(E)
BAR d10(E)
b13(E)
b12(E)
b11(E)
d10(E)
b10(E)
t10(E)
w10(E)
BAR a12(E)
b13(E)
BAR a10(E)
For railing details, see sheet of .
For Granular Backfill for Structures and drainage treatment details, see sheet of .
Cost of excavation for approach footing included with Concrete Structures.
The approach footing maximum applied service bearing pressure (Qmax) = 2.0 ksf.
Approach footing concrete shall be paid for as Concrete Structures.
Approach slab shall be paid for as Concrete Superstructure (Approach Slab).
bridge length plus the length of the bridge approach slab.
length of bridge used to calculate the adjustment shall be equal to half the total
Standard Specifications. However, since this detail is for jointless structures, the
The joint opening shall be adjusted for temperature per Article 520.04 of the
Notes:
STRUCTURE NO.
BRIDGE APPROACH SLAB DETAILS SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
CONTRACT NO. DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
USER NAME =
PLOT SCALE =
PLOT DATE =
DESIGNED REVISED
REVISED
REVISED
REVISED
F.A.
SHEET OF SHEETS
-
-
-
-
-
-
-
-
CHECKED
DRAWN
CHECKED
$TIME$$DATE$
MO
DE
L:
FIL
E N
AM
E:
$M
OD
EL
NA
ME$
$FIL
EL$
BAIA-CIP-R34C-0
1'-
3"
Sla
b
See Detail A
3'-0"
cl.
cl.
7'-0"
cl.
cl.
Mat'l. Type B, 4"
Subbase Granular*
breaker on steel trowel finish
* 10 mil. Polyethylene bond
Footing
Approach
for Structures
Granular Backfill
")4
1" (±
41
2
typ.
2" cl.
2"
2"
2"
v100(E)
a11(E)a10(E)b11(E)
w10(E)
t10(E)
10"
relief joint sealer. Full width.
¼" x ¾" Formed joint with bridge
SECTION A-A
b10(E)
30'-0" end to end approach
typ.
"2
15
typ.
"411
50° F.Appr. slab
End of
¡ Joint
**
** Per manufacturer recommendations
* Cost included with Concrete Superstructure (Approach Slab).
(PCC)
Connector
Pavement
DETAIL A
SECTION B-B
"21
"21
")4
1"
cl. (±
41
22"
cl.
" at431
See Notes.
" at 50° F432
b12(E) d10(E)
b10(E)
b11(E)
Run out to out of curb
" minumum. 41 Pavement Joint Seal". Recess
* Expansion joint. See Special Provision "Preformed
6'-6"
1'-
2"
"41
1'-
3"
1'-7"
1'-3"
"2
17
10"
"856
8"
b13(E)
5"1"
4"
a10(E)
a12(E)
above rail anchorage
Place first b10(E) bar
¡ of Post
(Sheet 1 of 2)
AT APPROACH FOOTING
(Looking )
¡
2'-0"
7'-0" 3'-0"
for pavement connector
See Hwy. Std. 420401
of Approach Footing. See Sec A-A
20-#5 w10(E) bars at 6" cts. Top and bottom
13'-0"
Top and botto
m of
Approach Footin
g,
See Sec.
A-
A
-#
4 t10(E)
bars at 12"
cts.
of Abut.
Back
steel railing
End of
¡
Slope % Slope % Slope % Slope %
10-12-2021
CROSS SECTION
PLAN
A A
1'-
8"
2"
cl.
Approach Footing
10'-0"'-"
out to out
Approach Sla
b and Footin
g
")4
1"
cl. (±
41
2
a11(E)d10(E) b11(E)
9-#5 d10(E) bars at 12" cts. typ.
bottom of slab, typ.
3-#5 b12(E) bars
b12(E)
a10(E) b10(E)
Lap with each a10(E) bar
at 8" cts. Top of slab, typ.
13-#5 a12(E) bars
-#
9 b11(E)
bars at 5"
cts.
Botto
m of sla
b
-#
5 b10(E)
bars at 8"
cts.
Top of sla
b
a12(E)
w10(E) t10(E)
A
B
C
D
E
F
60-#8 a11(E) bars at 6" cts. Bottom of slab
46-#5 a10(E) bars at 8" cts. Top of slab
STRUCTURE NO.
BRIDGE APPROACH SLAB DETAILS SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
CONTRACT NO. DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
USER NAME =
PLOT SCALE =
PLOT DATE =
DESIGNED REVISED
REVISED
REVISED
REVISED
F.A.
SHEET OF SHEETS
-
-
-
-
-
-
-
-
CHECKED
DRAWN
CHECKED
$TIME$$DATE$
MO
DE
L:
FIL
E N
AM
E:
$M
OD
EL
NA
ME$
$FIL
EL$
NEAR ABUTMENT
adhesive as recommended by supplier.
bonded to wingwall with suitable
of the Standard Specifications)
2" PJF (per Article 1051.09
BAIA-CIP-R40-0
30'-0" end to end approach
Type IL-OH
Steel Railing
5'-0"
B
B
(_ approach slab shown; _ approach slab similar by 180° rotation)
BottomTopTop Bottom
FOR APPROACH FOOTING
TOP AND BOTTOM ELEVATIONS
Location
Point/
Location
Point/
Edge beam for railing
7'-0" typ.
Approach Approach
D -
C -
B -
A -
E -
F -
D -
C -
B -
A -
E -
F -
92 #5
#8
#4
Pound
Cu. Yd.Concrete Structures
#5 7'-8"
#5
#9
12 #5
80 #5
9'-8"
Epoxy Coated
Reinforcement Bars,
(Sheet 2 of 2)
(Approach Slab)
Concrete SuperstructureCu. Yd.
120
50° F.Appr. slab
End of
¡ Joint
52
**
** Per manufacturer recommendations
* Cost included with Concrete Superstructure (Approach Slab).
#536
(PCC)
Connector
Pavement
10-12-2021
BILL OF MATERIAL
TWO APPROACHES
DETAIL A
INSIDE ELEVATION OF RAILING
SECTION B-B
"21
"21
29'-8"
29'-8"
6'-8"4"
")4
1"
cl. (±
41
22"
cl.
" at431
See Notes.
" at 50° F432
Bar No. Size Length Shape
a12(E)
a11(E)
a10(E)
BAR d10(E)
b12(E)
b11(E)
d10(E)
b10(E)
t10(E)
w10(E)
BAR a12(E)
b12(E) d10(E)
b10(E)
b11(E)
Run out to out of curb
" minumum. 41 Pavement Joint Seal". Recess
* Expansion joint. See Special Provision "Preformed
a10(E) or a12(E)
For railing details, see sheet of .
For Granular Backfill for Structures and drainage treatment details, see sheet of .
Cost of excavation for approach footing included with Concrete Structures.
The approach footing maximum applied service bearing pressure (Qmax) = 2.0 ksf.
Approach footing concrete shall be paid for as Concrete Structures.
Approach slab shall be paid for as Concrete Superstructure (Approach Slab).
bridge length plus the length of the bridge approach slab.
length of bridge used to calculate the adjustment shall be equal to half the total
Standard Specifications. However, since this detail is for jointless structures, the
The joint opening shall be adjusted for temperature per Article 520.04 of the
Notes:
STRUCTURE NO.
BRIDGE APPROACH SLAB DETAILS SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
CONTRACT NO. DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
USER NAME =
PLOT SCALE =
PLOT DATE =
DESIGNED REVISED
REVISED
REVISED
REVISED
F.A.
SHEET OF SHEETS
-
-
-
-
-
-
-
-
CHECKED
DRAWN
CHECKED
$TIME$$DATE$
MO
DE
L:
FIL
E N
AM
E:
$M
OD
EL
NA
ME$
$FIL
EL$
BAIA-CIP-R40-0
1'-
3"
Sla
b
See Detail A
3'-0"
cl.
cl.
7'-0"
cl.
cl.
Mat'l. Type B, 4"
Subbase Granular*
breaker on steel trowel finish
* 10 mil. Polyethylene bond
Footing
Approach
for Structures
Granular Backfill
")4
1" (±
41
2
typ.
2" cl.
2"
2"
2"
v100(E)
a11(E)a10(E)b11(E)
w10(E)
t10(E)
10"
relief joint sealer. Full width.
¼" x ¾" Formed joint with bridge
SECTION A-A
b10(E)
30'-0" end to end approach
13'-0" 17'-0"
above rail anchorage
Place first 2-b10(E) bars
6'-6"
1'-
2"
"41
1'-
3"
1'-7"
1'-3"
"2
17
10"
"856
4'-11"
(Sheet 1 of 2)
AT APPROACH FOOTING
(Looking )
¡
2'-0"
Type SMX
Steel Railing
7'-0" 3'-0"
for pavement connector
See Hwy. Std. 420401
of Approach Footing. See Sec A-A
20-#5 w10(E) bars at 6" cts. Top and bottom
15'-0"
2'-6"
Top and botto
m of
Approach Footin
g,
See Sec.
A-
A
-#
4 t10(E)
bars at 12"
cts.
of Abut.
Back
steel railing
End of
Edge beam for railing
14'-0" typ.
¡
Slope % Slope % Slope % Slope %
10-12-2021
CROSS SECTION
PLAN
A A
1'-
8"
2"
cl.
2- Rail post spaces at '-" = '-"
Approach Footing
10'-0"'-"
out to out
Approach Sla
b and Footin
g
")4
1"
cl. (±
41
2
a11(E)d10(E) b11(E)
16-#5 d10(E) bars at 12" cts. typ.
bottom of slab, typ.
3-#5 b12(E) bars
b12(E)
a10(E) b10(E)
Lap with each a10(E) bar
at 8" cts. Top of slab, typ.
23-#5 a12(E) bars
-#
9 b11(E)
bars at 5"
cts.
Botto
m of sla
b
-#
5 b10(E)
bars at 8"
cts.
Top of sla
b
a12(E)
w10(E) t10(E)
A
B
C
D
E
F
60-#8 a11(E) bars at 6" cts. Bottom of slab
46-#5 a10(E) bars at 8" cts. Top of slab
STRUCTURE NO.
BRIDGE APPROACH SLAB DETAILS SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
CONTRACT NO. DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
USER NAME =
PLOT SCALE =
PLOT DATE =
DESIGNED REVISED
REVISED
REVISED
REVISED
F.A.
SHEET OF SHEETS
-
-
-
-
-
-
-
-
CHECKED
DRAWN
CHECKED
$TIME$$DATE$
MO
DE
L:
FIL
E N
AM
E:
$M
OD
EL
NA
ME$
$FIL
EL$
NEAR ABUTMENT
adhesive as recommended by supplier.
bonded to wingwall with suitable
of the Standard Specifications)
2" PJF (per Article 1051.09
BAIA-CIP-R41-0
30'-0" end to end approach
(_ approach slab shown; _ approach slab similar by 180° rotation)
BottomTopTop Bottom
FOR APPROACH FOOTING
TOP AND BOTTOM ELEVATIONS
Location
Point/
Location
Point/
Approach Approach
D -
C -
B -
A -
E -
F -
D -
C -
B -
A -
E -
F -
B
B
92 #5
#8
#4
Pound
Cu. Yd.Concrete Structures
#5 7'-8"
#5
#9
12 #5
80 #5
9'-8"
Epoxy Coated
Reinforcement Bars,
2'-6"
(Sheet 2 of 2)
(Approach Slab)
Concrete SuperstructureCu. Yd.
120
92
#5 4'-11"64
10-12-2021
BILL OF MATERIAL
TWO APPROACHES
INSIDE ELEVATION OF RAILING
29'-8"
29'-8"
13'-8"
15'-0" 15'-0"
Bar No. Size Length Shape
a12(E)
a11(E)
a10(E)
b12(E)
b11(E)
d10(E)
b10(E)
t10(E)
w10(E)
For railing details, see sheet of .
For Granular Backfill for Structures and drainage treatment details, see sheet of .
Cost of excavation for approach footing included with Concrete Structures.
The approach footing maximum applied service bearing pressure (Qmax) = 2.0 ksf.
Approach footing concrete shall be paid for as Concrete Structures.
Approach slab shall be paid for as Concrete Superstructure (Approach Slab).
bridge length plus the length of the bridge approach slab.
length of bridge used to calculate the adjustment shall be equal to half the total
Standard Specifications. However, since this detail is for jointless structures, the
The joint opening shall be adjusted for temperature per Article 520.04 of the
Notes:
STRUCTURE NO.
BRIDGE APPROACH SLAB DETAILS SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
CONTRACT NO. DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
USER NAME =
PLOT SCALE =
PLOT DATE =
DESIGNED REVISED
REVISED
REVISED
REVISED
F.A.
SHEET OF SHEETS
-
-
-
-
-
-
-
-
CHECKED
DRAWN
CHECKED
$TIME$$DATE$
MO
DE
L:
FIL
E N
AM
E:
$M
OD
EL
NA
ME$
$FIL
EL$
BAIA-CIP-R41-0
1'-
3"
Sla
b
See Detail A
3'-0"
cl.
cl.
7'-0"
cl.
cl.
Mat'l. Type B, 4"
Subbase Granular*
breaker on steel trowel finish
* 10 mil. Polyethylene bond
Footing
Approach
for Structures
Granular Backfill
")4
1" (±
41
2
typ.
2" cl.
2"
2"
2"
v100(E)
a11(E)a10(E)b11(E)
w10(E)
t10(E)
10"
relief joint sealer. Full width.
¼" x ¾" Formed joint with bridge
SECTION A-A
b10(E)
30'-0" end to end approach
50° F.Appr. slab
End of
¡ Joint
**
** Per manufacturer recommendations
* Cost included with Concrete Superstructure (Approach Slab).
(PCC)
Connector
Pavement
DETAIL A
SECTION B-B
"21
"21
4"
")4
1"
cl. (±
41
22"
cl.
" at431
See Notes.
" at 50° F432
BAR d10(E)
BAR a12(E)
b12(E) d10(E)
b10(E)
b11(E)
Run out to out of curb
" minumum. 41 Pavement Joint Seal". Recess
* Expansion joint. See Special Provision "Preformed
a10(E) or a12(E)
6'-6"
1'-
2"
"41
1'-
3"
1'-7"
1'-3"
"2
17
10"
"856
¡ of Post
above rail anchorage
Place first 2-b10(E) bars
(Sheet 1 of 2)
NEAR ABUTMENTAT APPROACH FOOTING
(Looking )
¡
Type SMX
Steel Railing
7'-0" 3'-0"
for pavement connector
See Hwy. Std. 420401
of Approach Footing. See Sec A-A
20-#5 w10(E) bars at 6" cts. Top and bottom
15'-0"
2'-6"
60-#8 a11(E) bars at 6" cts. Bottom of slab
46-#5 a10(E) bars at 8" cts. Top of slab, tilt as necessary to fit curb
Top and botto
m of
Approach Footin
g,
See Sec.
A-
A
-#
4 t10(E)
bars at 12"
cts.
of Abut.
Back
steel railing
End of
Edge beam for railing
14'-0" typ.
¡
Bend to fit taper.
1-#4 b13(E) bar in curb, typ.
Slope % Slope % Slope % Slope %
10-12-2021
CROSS SECTION
PLAN
A A
2'-
0"
2"
cl.
2- Rail post spaces at '-" = '-"
5"
1"
6"
5"
6"
1"
4"
Approach Footing
10'-0"
'-"
out to out
Approach Sla
b and Footin
g
5'-0" typ.
6"
6"
4"
a11(E)b11(E)
b13(E)
16-#5 d10(E) bars at 12" cts. typ.
bottom of slab, typ.
3-#5 b12(E) bars
b13(E)
a10(E) b10(E)
Lap with each a10(E) bar
at 8" cts. Top of slab, typ.
23-#5 a12(E) bars
-#
9 b11(E)
bars at 5"
cts.
Botto
m of sla
b
-#
5 b10(E)
bars at 8"
cts.
Top of sla
b
a12(E)
w10(E) t10(E)
A
B
C
D
E
F
STRUCTURE NO.
BRIDGE APPROACH SLAB DETAILS SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
CONTRACT NO. DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
USER NAME =
PLOT SCALE =
PLOT DATE =
DESIGNED REVISED
REVISED
REVISED
REVISED
F.A.
SHEET OF SHEETS
-
-
-
-
-
-
-
-
CHECKED
DRAWN
CHECKED
$TIME$$DATE$
MO
DE
L:
FIL
E N
AM
E:
$M
OD
EL
NA
ME$
$FIL
EL$
")4
1"
cl. (±
41
2
adhesive as recommended by supplier.
bonded to wingwall with suitable
of the Standard Specifications)
2" PJF (per Article 1051.09
BAIA-CIP-R41C-0
30'-0" end to end approach
(_ approach slab shown; _ approach slab similar by 180° rotation)
2'-0"
d10(E)
b12(E)
BottomTopTop Bottom
FOR APPROACH FOOTING
TOP AND BOTTOM ELEVATIONS
Location
Point/
Location
Point/
Approach Approach
D -
C -
B -
A -
E -
F -
D -
C -
B -
A -
E -
F -
B
B
92 #5
#8
#4
Pound
Cu. Yd.Concrete Structures
#5 7'-8"
#5
#9
12 #5
4 #4
80 #5
9'-8"
Epoxy Coated
Reinforcement Bars,
2'-6"
5'-0"
(Sheet 2 of 2)
(Approach Slab)
Concrete SuperstructureCu. Yd.
120
92
#5 4'-11"64
10-12-2021
BILL OF MATERIAL
TWO APPROACHES
INSIDE ELEVATION OF RAILING AND CURB
29'-8"
29'-8"
13'-8"
29'-8"
2"
4"
15'-0" 15'-0"
Bar No. Size Length Shape
a12(E)
a11(E)
a10(E)
BAR d10(E)
b13(E)
b12(E)
b11(E)
d10(E)
b10(E)
t10(E)
w10(E)
BAR a12(E)
b13(E)
BAR a10(E)
For railing details, see sheet of .
For Granular Backfill for Structures and drainage treatment details, see sheet of .
Cost of excavation for approach footing included with Concrete Structures.
The approach footing maximum applied service bearing pressure (Qmax) = 2.0 ksf.
Approach footing concrete shall be paid for as Concrete Structures.
Approach slab shall be paid for as Concrete Superstructure (Approach Slab).
bridge length plus the length of the bridge approach slab.
length of bridge used to calculate the adjustment shall be equal to half the total
Standard Specifications. However, since this detail is for jointless structures, the
The joint opening shall be adjusted for temperature per Article 520.04 of the
Notes:
STRUCTURE NO.
BRIDGE APPROACH SLAB DETAILS SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
CONTRACT NO. DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
USER NAME =
PLOT SCALE =
PLOT DATE =
DESIGNED REVISED
REVISED
REVISED
REVISED
F.A.
SHEET OF SHEETS
-
-
-
-
-
-
-
-
CHECKED
DRAWN
CHECKED
$TIME$$DATE$
MO
DE
L:
FIL
E N
AM
E:
$M
OD
EL
NA
ME$
$FIL
EL$
BAIA-CIP-R41C-0
1'-
3"
Sla
b
See Detail A
3'-0"
cl.
cl.
7'-0"
cl.
cl.
Mat'l. Type B, 4"
Subbase Granular*
breaker on steel trowel finish
* 10 mil. Polyethylene bond
Footing
Approach
for Structures
Granular Backfill
")4
1" (±
41
2
typ.
2" cl.
2"
2"
2"
v100(E)
a11(E)a10(E)b11(E)
w10(E)
t10(E)
10"
relief joint sealer. Full width.
¼" x ¾" Formed joint with bridge
SECTION A-A
b10(E)
30'-0" end to end approach
typ.
"2
15
typ.
"411
50° F.Appr. slab
End of
¡ Joint
**
** Per manufacturer recommendations
* Cost included with Concrete Superstructure (Approach Slab).
(PCC)
Connector
Pavement
DETAIL A
SECTION B-B
"21
"21
")4
1"
cl. (±
41
22"
cl.
" at431
See Notes.
" at 50° F432
b12(E) d10(E)
b10(E)
b11(E)
Run out to out of curb
" minumum. 41 Pavement Joint Seal". Recess
* Expansion joint. See Special Provision "Preformed
6'-6"
1'-
2"
"41
1'-
3"
1'-7"
1'-3"
"2
17
10"
"856
8"
b13(E)
5"1"
4"
a10(E)
a12(E)
¡ of Post
above rail anchorage
Place first 2-b10(E) bars
7'-0'' 3'-0''
Approach Footing
10'-0''
for pavement connector
See Hwy. Std. 420401
(Sheet 1 of 2)
AT APPROACH FOOTING
4'-0'' typ.
2'' cl.
'-'' out to out
Approach Sla
b and Footin
g at curb
6''
of Abut.
Back
1'-
6''
1'-
6''
typ.
1'-
0"
typ.
6"
steel railing
End of
9''
'-'' out to out
Approach Sla
b at Steel
Railin
g
15'-0"
2'-0"
¡
1'-6''
Bend to fit taper.
1-#4 b13(E) bar in curb, typ.
Slope % Slope % Slope % Slope %
10-12-2021
PLAN
A A
¡
'')
41
'' cl. (±
41
2
''8
77
bottom of Approach Footing. See Sec A-A
20-#5 w10(E) bars at 6'' cts. Top and
d10(E) a12(E) a10(E) b10(E)
b12(E) b11(E) a11(E)
e10(E)
b13(E)
t10(E)w10(E)
top and bottom of slab, typ.
2-#5 b12(E) bars at 5'' cts.
Top and botto
m of
Approach Footin
g,
See Sec.
A-
A
-#
4 t10(E)
bars at 12'' cts.
Lap with each a10(E) bar
at 8'' cts. Top of slab, typ.
23-#5 a12(E) bars
-#
9 b11(E)
bars at 5'' cts.
Botto
m of sla
b
-#
5 b10(E)
bars at 8'' cts.
Top of sla
b
A
B
C
D
E
F
STRUCTURE NO.
BRIDGE APPROACH SLAB DETAILS SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
CONTRACT NO. DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
USER NAME =
PLOT SCALE =
PLOT DATE =
DESIGNED REVISED
REVISED
REVISED
REVISED
F.A.
SHEET OF SHEETS
-
-
-
-
-
-
-
-
CHECKED
DRAWN
CHECKED
$TIME$$DATE$
MO
DE
L:
FIL
E N
AM
E:
$M
OD
EL
NA
ME$
$FIL
EL$
NEAR ABUTMENT
(Looking )
CROSS SECTION
adhesive as recommended by supplier.
bonded to wingwall with suitable
of the Standard Specifications)
2" PJF (per Article 1051.09
to drain
'' per foot41Slope
30'-0'' end to end approach
(_ approach slab shown; _ approach slab similar by 180° rotation)
BottomTopTop Bottom
FOR APPROACH FOOTING
TOP AND BOTTOM ELEVATIONS
Location
Point/
Location
Point/
Approach Approach
D -
C -
B -
A -
E -
F -
D -
C -
B -
A -
E -
F -
"87Type R42
Steel Railing
BAIA-CIP-R42-0
9"
"87
"815
15'-0''
60-#8 a11(E) bars at 6'' cts. Bottom of slab
46-#5 a10(E) bars at 8'' cts. Top of slab, tilt or cut as necessary to fit curb
4'-0'' typ.23-#5 d10(E) bars at 8" cts. typ.
2'' cl. min. typ.
92 #5
#8
#4
Concrete Superstructure Cu. Yd.
Pound
Cu. Yd.Concrete Structures
#5 7'-4"
#5
#9
16 #5
4 #4
80 #5
9'-8"
Epoxy Coated
Reinforcement Bars,
2'-0"
(Sheet 2 of 2)
(Approach Slab)
Concrete SuperstructureCu. Yd.
120
50° F.Appr. slab
End of
¡ Joint
92
**
** Per manufacturer recommendations
* Cost included with Concrete Superstructure (Approach Slab).
1'-1"
1'-
1"
1'-2"
1'-8"
1'-
7" #5
#5 6'-7"
12
top of curb
3- #5 e10(E) bars
68
(PCC)
Connector
Pavement
10-12-2021
BILL OF MATERIAL
TWO APPROACHES
DETAIL A
INSIDE ELEVATION OF RAILING AND CURB
"21
"21
29'-8"
29'-8"
14'-8"
14'-8"
14'-8"" at431
9"
15'-0" 15'-0"
See Notes.
" at 50° F432
Bar No. Size Length Shape
a10(E)
a11(E)
a12(E)
b10(E)
b11(E)
b12(E)
b13(E)
d10(E)
e10(E)
t10(E)
w10(E)
BAR a12(E)
BAR a10(E)
BAR d10(E)
b13(E)
Run out to out of curb
Pavement Joint Seal". Recess ¼" minimum.
* Expansion joint. See Special Provision "Preformed
STRUCTURE NO.
BRIDGE APPROACH SLAB DETAILS SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
CONTRACT NO. DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
USER NAME =
PLOT SCALE =
PLOT DATE =
DESIGNED REVISED
REVISED
REVISED
REVISED
F.A.
SHEET OF SHEETS
-
-
-
-
-
-
-
-
CHECKED
DRAWN
CHECKED
$TIME$$DATE$
MO
DE
L:
FIL
E N
AM
E:
$M
OD
EL
NA
ME$
$FIL
EL$
6'-6"
1'-
0"
1'-
3"
Sla
b
See Detail A
3'-0"
cl.
cl.
7'-0"
cl.
cl.
Mat'l. Type B, 4"
Subbase Granular*
breaker on steel trowel finish
* 10 mil. Polyethylene bond
Footing
Approach
for Structures
Granular Backfill
")4
1" (±
41
2
typ.
2" cl.
2"
2"
2"
v100(E)
a11(E)a10(E)b11(E)
w10(E)
t10(E)
10"
relief joint sealer. Full width.
¼" x ¾" Formed joint with bridge
SECTION A-A
b10(E)
30'-0" end to end approach
4'-0"
5"
2"4'-0"
For railing details, see sheet of .
For Granular Backfill for Structures and drainage treatment details, see sheet of .
Cost of excavation for approach footing included with Concrete Structures.
The approach footing maximum applied service bearing pressure (Qmax) = 2.0 ksf.
Approach footing concrete shall be paid for as Concrete Structures.
Approach slab shall be paid for as Concrete Superstructure (Approach Slab).
Curb concrete under railing shall be paid for as Concrete Superstructure.
bridge length plus the length of the bridge approach slab.
length of bridge used to calculate the adjustment shall be equal to half the total
Standard Specifications. However, since this detail is for jointless structures, the
The joint opening shall be adjusted for temperature per Article 520.04 of the
Notes:
"85
typ.
"43
typ.
10"
BAIA-CIP-R42-0
(Sheet 1 of 2)
NEAR ABUTMENT AT APPROACH FOOTING(Looking )
¡ Roadway
Slope % Slope % Slope % Slope %
10-12-2021
CROSS SECTION
BAIA-CIP-39CS-0
PLAN
6"
STRUCTURE NO.
BRIDGE APPROACH SLAB DETAILS SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
CONTRACT NO. DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
USER NAME =
PLOT SCALE =
PLOT DATE =
DESIGNED REVISED
REVISED
REVISED
REVISED
F.A.
SHEET OF SHEETS
-
-
-
-
-
-
-
-
CHECKED
DRAWN
CHECKED
$TIME$$DATE$
MO
DE
L:
FIL
E N
AM
E:
$M
OD
EL
NA
ME$
$FIL
EL$
bottom of slab, typ.
2-#5 b12(E) bar top and
"2
19
1'-
5"
"2
17
"2
19
1'-
5"
"2
17
23-#5 d11(E) bars at 8" cts. typ.
2'-0"
typ.
11"
typ. typ.
6"
'-"
out to out
Approach Sla
b at parapet
Bend to fit taper.
1-#4 b13(E) bar in curb, typ.
-#
9 b11(E)
bars at 5"
cts.
Botto
m of sla
b
-#
5 b10(E)
bars at 8"
cts.
Top of sla
b
Lap with each a10(E) bar
at 8" cts. Top of slab, typ.
23-#5 a12(E) bars
of Abut.
Back
60-#8 a11(E) bars at 6" cts. Bottom of slab
46-#5 a10(E) bars at 8" cts. Top of slab, tilt as necessary to fit curb
¡
Footing. See Sec A-A
Top and bottom of Approach
20-#5 w10(E) bars at 6" cts.
C
B
A
D
E
F
Approach Footing
10'-0"
7'-0" 3'-0"
5'-0" typ.
for pavement connector
See Hwy. Std. 420401
Top and botto
m of
Approach Footin
g,
See Sec.
A-
A
-#
4 t10(E)
bars at 12"
cts.
'-"
out to out
Approach Sla
b and Footin
g at curb
AA
2" cl.
adhesive as recommended by supplier.
bonded to wingwall with suitable
of the Standard Specifications)
2" PJF (per Article 1051.09
1'-5"
"219 "2
17
3'-
3"
d11(E)d11(E)
d10(E)
b12(E)
e10(E)
a12(E)
")4
1"
cl. (±
41
2
2"
cl.
b11(E) a11(E)
a10(E) b10(E)
"43 "4
15
4"
b13(E)
t10(E)w10(E)
min., typ.
2" cl.
15'-0" typ.
30'-0" end to end approach
"2
13'-
1
(_ approach slab shown; _ approach slab similar by 180° rotation)
BottomTopTop Bottom
FOR APPROACH FOOTING
TOP AND BOTTOM ELEVATIONS
Location
Point/
Location
Point/
Approach Approach
D -
C -
B -
A -
E -
F -
D -
C -
B -
A -
E -
F -
92 #5
#8
#4
92 #5
92 #5
40 #4
Concrete Superstructure Cu. Yd.
Pound
6'-5"
Cu. Yd.Concrete Structures
#5 7'-4"
#5
#9
16 #5
4 #4
80 #5
9'-8"
Epoxy Coated
Reinforcement Bars,
(Sheet 2 of 2)
(Approach Slab)
Concrete SuperstructureCu. Yd.
120
50° F.Appr. slab
End of
¡ Joint
92
8'-6"
** Per manufacturer recommendations
* Cost included with Concrete Superstructure (Approach Slab).
**
(PCC)
Connector
Pavement
3'-6"
parapet
End ofThreads
Nut
and washer
Locknut
of the Standard Specifications)
galvanized according to Article 1006.09
(Anchor bolt assemblies shall be
6'-6"
10"
10-12-2021
BILL OF MATERIAL
TWO APPROACHES
DETAIL A
VIEW B-B
INSIDE ELEVATION OF PARAPET AND CURB
BAIA-CIP-39CS-0
*
"21
"21
41
29'-8"
29'-8"
14'-8"
14'-8"
14'-8"
1" Ø ANCHOR BOLT
" at431
4"
See Notes.
" at 50° F432
Bar No. Size Length Shape
BAR a12(E)
d10(E)
b10(E)
a11(E)
a10(E)
a12(E)
b11(E)
b12(E)
b13(E)
d11(E)
e10(E)
t10(E)
w10(E)
BAR d11(E)BAR d10(E)
BAR a10(E)
For Granular Backfill for Structures and drainage treatment details, see sheet of .
Cost of excavation for approach footing included with Concrete Structures.
The approach footing maximum applied service bearing pressure (Qmax) = 2.0 ksf.
Approach footing concrete shall be paid for as Concrete Structures.
Approach slab shall be paid for as Concrete Superstructure (Approach Slab).
Parapet concrete shall be paid for as Concrete Superstructure.
bridge length plus the length of the bridge approach slab.
length of bridge used to calculate the adjustment shall be equal to half the total
Standard Specifications. However, since this detail is for jointless structures, the
The joint opening shall be adjusted for temperature per Article 520.04 of the
Notes:
Run out to out of curb
Pavement Joint Seal". Recess ¼" minimum.
* Expansion joint. See Special Provision "Preformed
STRUCTURE NO.
BRIDGE APPROACH SLAB DETAILS SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
CONTRACT NO. DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
USER NAME =
PLOT SCALE =
PLOT DATE =
DESIGNED REVISED
REVISED
REVISED
REVISED
F.A.
SHEET OF SHEETS
-
-
-
-
-
-
-
-
CHECKED
DRAWN
CHECKED
$TIME$$DATE$
MO
DE
L:
FIL
E N
AM
E:
$M
OD
EL
NA
ME$
$FIL
EL$
15'-0" 15'-0"
2'-0"
5"
4"
5'-0"
2"
Cut last 3 bars to fit taper
23-#5 d10(E) bars at 8" cts.
section near abutment
10-#4 e10(E) bars. See cross
b13(E)
Standard 631031.
connections see Highway
631026. For Type 6 terminal
View B-B and Highway Standard
terminal connections only, See
1" Ø Anchor bolts for Type 5
B
B
4"
4"
4"
¡ 1" Ø Anchor bolts
"436
"8
72'-
0
"43 "4
15
11"5"
Rad.
"852
2'-
7"
"437
"2
1
2'-
7
"8111
6"
"2
12'-
5
"811'-0
"4
3
2'-
3
1'-1" 1'-2"
1'-6" 3"
"8
32'-
3
1'-
3"
Sla
b
See Detail A
3'-0"
cl.
cl.
7'-0"
cl.
cl.
Mat'l. Type B, 4"
Subbase Granular*
breaker on steel trowel finish
* 10 mil. Polyethylene bond
Footing
Approach
for Structures
Granular Backfill
")4
1" (±
41
2
typ.
2" cl.
2"
2"
2"
v100(E)
a11(E)a10(E)b11(E)
w10(E)
t10(E)
10"
relief joint sealer. Full width.
¼" x ¾" Formed joint with bridge
SECTION A-A
b10(E)
30'-0" end to end approach
Bend to fit taper
Rad.
"814
typ.
"411
typ.
"2
15
(Sheet 1 of 2)10-12-2021
PLAN
BAIA-CIP-39CS-L(>30°)
STRUCTURE NO.
BRIDGE APPROACH SLAB DETAILS SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
CONTRACT NO. DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
USER NAME =
PLOT SCALE =
PLOT DATE =
DESIGNED REVISED
REVISED
REVISED
REVISED
F.A.
SHEET OF SHEETS
-
-
-
-
-
-
-
-
CHECKED
DRAWN
CHECKED
$TIME$$DATE$
MO
DE
L:
FIL
E N
AM
E:
$M
OD
EL
NA
ME$
$FIL
EL$
"2
19
1'-
5"
"2
17
"2
19
1'-
5"
"2
17
23-#5 d11(E) bars at 8" cts. typ.
2'-0"
typ.
11"
typ. typ.
6"
'-"
out to out
Approach Sla
b at parapet
-#9 b11(E) bars at 5" cts. Bottom of slab
-#5 b10(E) bars at 8" cts. Top of slab
of Abut.
Back¡
C
B
A D
E
F
Approach Footing
10'-0"7'-0"
3'-0"
5'-0" typ.
for pavement connector
See Hwy. Std. 420401
Top and botto
m of
Approach Footin
g,
See Sec.
A-
A
-#
4 t10(E)
bars at 12"
cts.
'-"
out to out
Approach Sla
b and Footin
g at curb
AA
Lap with each a10(E) bar
at 8" cts. Top of slab, typ.
-#5 a12(E) bars
60-#8 a11(E) bars at 6" cts. Bottom of slab
-#5 a10(E) bars at 8" cts. Top of slab, tilt as necessary to fit curb
See S
ec A-A
of Approach F
ooting.
6" cts. T
op and bottom
20-#
5 w
10(E) bars at
Skew
°
bar to fit
Bend d11(E)
Bend to fit taper.
1-#4 b15(E) bar in curb.
Bend to fit taper.
1-#4 b14(E) bar in curb.
d11(E) bar to fit
Cut back leg of
NEAR ABUTMENT AT APPROACH FOOTING(Looking )
¡ Roadway
Slope % Slope % Slope % Slope %
CROSS SECTION
6"
2" cl.
adhesive as recommended by supplier.
bonded to wingwall with suitable
of the Standard Specifications)
2" PJF (per Article 1051.09
1'-5"
"219 "2
17
3'-
3"
d11(E)d11(E)
d10(E)
e10(E)
a12(E)
")4
1"
cl. (±
41
2
2"
cl.
b11(E) a11(E)
a10(E) b10(E)
"43 "4
15
4"
t10(E)w10(E)
min., typ.
2" cl.
15'-0"
15'-0"
b13(E)
b12(E) or
b15(E)
b14(E) or
"2
13'-
1
30'-0" end to end approach
bottom of slab
2-#5 b13(E) bars top and
bottom of slab
2-#5 b12(E) bars top and
(_ approach slab shown; _ approach slab similar by 180° rotation)
BottomTopTop Bottom
FOR APPROACH FOOTING
TOP AND BOTTOM ELEVATIONS
Location
Point/
Location
Point/
Approach Approach
D -
C -
B -
A -
E -
F -
D -
C -
B -
A -
E -
F -
#5
#8
#4
92 #5
92 #5
40 #4
Concrete Superstructure Cu. Yd.
Pound
6'-5"
Cu. Yd.Concrete Structures
#5 7'-4"
#5
#9
8 #5
8 #5
80 #5
Epoxy Coated
Reinforcement Bars,
(Sheet 2 of 2)
(Approach Slab)
Concrete SuperstructureCu. Yd.
8'-6"
2 #4
2 #4
50° F.Appr. slab
End of
¡ Joint
** Per manufacturer recommendations
* Cost included with Concrete Superstructure (Approach Slab).
**
(PCC)
Connector
Pavement
3'-6"
parapet
End ofThreads
Nut
and washer
Locknut
of the Standard Specifications)
galvanized according to Article 1006.09
(Anchor bolt assemblies shall be
10-12-2021
BILL OF MATERIAL
TWO APPROACHES
DETAIL A
VIEW B-B
*
BAIA-CIP-39CS-L(>30°)
"21
"21
41
29'-8"
29'-8"
14'-8"
1" Ø ANCHOR BOLT
" at431
4"
See Notes.
" at 50° F432
Bar No. Size Length Shape
BAR a12(E)
d10(E)
b12(E)
b10(E)
a11(E)
a10(E)
a12(E)
b11(E)
b13(E)
b14(E)
b15(E)
d11(E)
e10(E)
t10(E)
w10(E)
BAR d11(E)BAR d10(E)
BAR a10(E)
Run out to out of curb
Pavement Joint Seal". Recess ¼" minimum.
* Expansion joint. See Special Provision "Preformed
For Granular Backfill for Structures and drainage treatment details, see sheet of .
Cost of excavation for approach footing included with Concrete Structures.
The approach footing maximum applied service bearing pressure (Qmax) = 2.0 ksf.
Approach footing concrete shall be paid for as Concrete Structures.
Approach slab shall be paid for as Concrete Superstructure (Approach Slab).
Parapet concrete shall be paid for as Concrete Superstructure.
bridge length plus the length of the bridge approach slab.
length of bridge used to calculate the adjustment shall be equal to half the total
Standard Specifications. However, since this detail is for jointless structures, the
The joint opening shall be adjusted for temperature per Article 520.04 of the
Notes:
STRUCTURE NO.
BRIDGE APPROACH SLAB DETAILS SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
CONTRACT NO. DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
USER NAME =
PLOT SCALE =
PLOT DATE =
DESIGNED REVISED
REVISED
REVISED
REVISED
F.A.
SHEET OF SHEETS
-
-
-
-
-
-
-
-
CHECKED
DRAWN
CHECKED
$TIME$$DATE$
MO
DE
L:
FIL
E N
AM
E:
$M
OD
EL
NA
ME$
$FIL
EL$
4"
4"
4"
¡ 1" Ø Anchor bolts
"436
"8
72'-
0
"43 "4
15
11"5"
Rad.
"852
2'-
7"
"437
"2
1
2'-
7
"8111
6"
"2
12'-
5
"811'-0
"4
3
2'-
3
1'-1" 1'-2"
1'-6" 3"
"8
32'-
3
6'-6"
10"
Rad.
"814
INSIDE ELEVATION OF PARAPET AND CURB
15'-0" 15'-0"
2'-0"
5"
4"
5'-0"
2"
Cut last 3 bars to fit taper
23-#5 d10(E) bars at 8" cts.
section near abutment
10-#4 e10(E) bars. See cross
b13(E)
Standard 631031.
connections see Highway
631026. For Type 6 terminal
View B-B and Highway Standard
terminal connections only, See
1" Ø Anchor bolts for Type 5
B
B
1'-
3"
Sla
b
See Detail A
cl.
cl.
cl.
cl.
Mat'l. Type B, 4"
Subbase Granular*
breaker on steel trowel finish
* 10 mil. Polyethylene bond
Footing
Approach
for Structures
Granular Backfill
")4
1" (±
41
2
typ.
2" cl.
2"
2"
2"
v100(E)
a11(E)a10(E)b11(E)
w10(E)
t10(E)
10"
relief joint sealer. Full width.
¼" x ¾" Formed joint with bridge
SECTION A-A
b10(E)
30'-0" end to end approach
Bend to fit taper
typ.
"2
15
typ.
"411
(at Rt. �'s)
(Sheet 1 of 2)10-12-2021BAIA-CIP-39CS-L(≤30°)
STRUCTURE NO.
BRIDGE APPROACH SLAB DETAILS SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
CONTRACT NO. DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
USER NAME =
PLOT SCALE =
PLOT DATE =
DESIGNED REVISED
REVISED
REVISED
REVISED
F.A.
SHEET OF SHEETS
-
-
-
-
-
-
-
-
CHECKED
DRAWN
CHECKED
$TIME$$DATE$
MO
DE
L:
FIL
E N
AM
E:
$M
OD
EL
NA
ME$
$FIL
EL$
PLAN
"2
19
1'-
5"
"2
17
"2
19
1'-
5"
"2
17
23-#5 d11(E) bars at 8" cts. typ.
2'-0"
typ.
11"
typ. typ.
6"
'-"
out to out
Approach Sla
b at parapet
-#9 b11(E) bars at 5" cts. Bottom of slab
-#5 b10(E) bars at 8" cts. Top of slab
of Abut.
Back
C
B
A
D
E
F
Approach Footing
10'-0"
7'-0"
3'-0"
5'-0" typ.
for pavement connector
See Hwy. Std. 420401
Top and botto
m of
Approach Footin
g,
See Sec.
A-
A
-#
4 t10(E)
bars at 12"
cts.
'-"
out to out
Approach Sla
b and Footin
g at curb
AA
Lap with each a10(E) bar
at 8" cts. Top of slab, typ.
-#5 a12(E) bars
60-#8 a11(E) bars at 6" cts. Bottom of slab
-#5 a10(E) bars at 8" cts. Top of slab, tilt as necessary to fit curb
Skew
°
bar to fit
Bend d11(E)
Bend to fit taper.
1-#4 b15(E) bar in curb.
Bend to fit taper.
1-#4 b14(E) bar in curb.
d11(E) bar to fit
Cut back leg of
Footing. See Sec A-A
Top and bottom of Approach
6" cts.
20-#5 w10(E) bars at
¡
NEAR ABUTMENT AT APPROACH FOOTING(Looking )
¡ Roadway
Slope % Slope % Slope % Slope %
CROSS SECTION
6"
2" cl.
adhesive as recommended by supplier.
bonded to wingwall with suitable
of the Standard Specifications)
2" PJF (per Article 1051.09
"2
13'-
1
1'-5"
"219 "2
17
3'-
3"
d11(E)d11(E)
d10(E)
e10(E)
a12(E)
")4
1"
cl. (±
41
2
2"
cl.
b11(E) a11(E)
a10(E) b10(E)
"43 "4
15
4"
t10(E)w10(E)
min., typ.
2" cl.
15'-0"
15'-0"
b15(E)
b14(E) or
b13(E)
b12(E) or
30'-0" end to end approach
bottom of slab
2-#5 b13(E) bars top and
bottom of slab
2-#5 b12(E) bars top and
(_ approach slab shown; _ approach slab similar by 180° rotation)
BottomTopTop Bottom
FOR APPROACH FOOTING
TOP AND BOTTOM ELEVATIONS
Location
Point/
Location
Point/
Approach Approach
D -
C -
B -
A -
E -
F -
D -
C -
B -
A -
E -
F -
#5
#8
#4
92 #5
92 #5
40 #4
Concrete Superstructure Cu. Yd.
Pound
6'-5"
Cu. Yd.Concrete Structures
#5 7'-4"
#5
#9
8 #5
8 #5
80 #5
Epoxy Coated
Reinforcement Bars,
(Sheet 2 of 2)
(Approach Slab)
Concrete SuperstructureCu. Yd.
8'-6"
2 #4
2 #4
50° F.Appr. slab
End of
¡ Joint
** Per manufacturer recommendations
* Cost included with Concrete Superstructure (Approach Slab).
**
(PCC)
Connector
Pavement
3'-6"
parapet
End ofThreads
Nut
and washer
Locknut
of the Standard Specifications)
galvanized according to Article 1006.09
(Anchor bolt assemblies shall be
10-12-2021
BILL OF MATERIAL
TWO APPROACHES
DETAIL A
VIEW B-B
*
"21
"21
41
29'-8"
29'-8"
14'-8"
1" Ø ANCHOR BOLT
" at431
4"
See Notes.
" at 50° F432
Bar No. Size Length Shape
BAR a12(E)
d10(E)
b12(E)
b10(E)
a11(E)
a10(E)
a12(E)
b11(E)
b13(E)
b14(E)
b15(E)
d11(E)
e10(E)
t10(E)
w10(E)
BAR d11(E)BAR d10(E)
BAR a10(E)
Run out to out of curb
Pavement Joint Seal". Recess ¼" minimum.
* Expansion joint. See Special Provision "Preformed
For Granular Backfill for Structures and drainage treatment details, see sheet of .
Cost of excavation for approach footing included with Concrete Structures.
The approach footing maximum applied service bearing pressure (Qmax) = 2.0 ksf.
Approach footing concrete shall be paid for as Concrete Structures.
Approach slab shall be paid for as Concrete Superstructure (Approach Slab).
Parapet concrete shall be paid for as Concrete Superstructure.
bridge length plus the length of the bridge approach slab.
length of bridge used to calculate the adjustment shall be equal to half the total
Standard Specifications. However, since this detail is for jointless structures, the
The joint opening shall be adjusted for temperature per Article 520.04 of the
Notes:
STRUCTURE NO.
BRIDGE APPROACH SLAB DETAILS SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
CONTRACT NO. DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
USER NAME =
PLOT SCALE =
PLOT DATE =
DESIGNED REVISED
REVISED
REVISED
REVISED
F.A.
SHEET OF SHEETS
-
-
-
-
-
-
-
-
CHECKED
DRAWN
CHECKED
$TIME$$DATE$
MO
DE
L:
FIL
E N
AM
E:
$M
OD
EL
NA
ME$
$FIL
EL$
4"
4"
4"
¡ 1" Ø Anchor bolts
"436
"8
72'-
0
"43 "4
15
11"5"
Rad.
"852
2'-
7"
"437
"2
1
2'-
7
"8111
6"
"2
12'-
5
"811'-0
"4
3
2'-
3
1'-1" 1'-2"
1'-6" 3"
"8
32'-
3
BAIA-CIP-39CS-L(≤30°)
6'-6"
10"
Rad.
"814
typ.
"411
typ.
"2
15
INSIDE ELEVATION OF PARAPET AND CURB
15'-0" 15'-0"
2'-0"
5"
4"
5'-0"
2"
Cut last 3 bars to fit taper
23-#5 d10(E) bars at 8" cts.
section near abutment
10-#4 e10(E) bars. See cross
b13(E)
Standard 631031.
connections see Highway
631026. For Type 6 terminal
View B-B and Highway Standard
terminal connections only, See
1" Ø Anchor bolts for Type 5
B
B
1'-
3"
Sla
b
See Detail A
cl.
cl.
cl.
cl.
Mat'l. Type B, 4"
Subbase Granular*
breaker on steel trowel finish
* 10 mil. Polyethylene bond
Footing
Approach
for Structures
Granular Backfill
")4
1" (±
41
2
typ.
2" cl.
2"
2"
2"
v100(E)
a11(E)a10(E)b11(E)
w10(E)
t10(E)
10"
relief joint sealer. Full width.
¼" x ¾" Formed joint with bridge
SECTION A-A
b10(E)
30'-0" end to end approach
Bend to fit taper
(at Rt. �'s)
(Sheet 1 of 2)10-12-2021BAIA-CIP-39CS-R(>30°)
STRUCTURE NO.
BRIDGE APPROACH SLAB DETAILS SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
CONTRACT NO. DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
USER NAME =
PLOT SCALE =
PLOT DATE =
DESIGNED REVISED
REVISED
REVISED
REVISED
F.A.
SHEET OF SHEETS
-
-
-
-
-
-
-
-
CHECKED
DRAWN
CHECKED
$TIME$$DATE$
MO
DE
L:
FIL
E N
AM
E:
$M
OD
EL
NA
ME$
$FIL
EL$
PLAN
NEAR ABUTMENT AT APPROACH FOOTING(Looking )
¡ Roadway
Slope % Slope % Slope % Slope %
CROSS SECTION
6"
2" cl.
adhesive as recommended by supplier.
bonded to wingwall with suitable
of the Standard Specifications)
2" PJF (per Article 1051.09
1'-5"
"219 "2
17
3'-
3"
d11(E)d11(E)
d10(E)
e10(E)
a12(E)
")4
1"
cl. (±
41
2
2"
cl.
b11(E) a11(E)
a10(E) b10(E)
"43 "4
15
4"
t10(E)w10(E)
min., typ.
2" cl.
b13(E)
b12(E) or
b15(E)
b14(E) or
1'-
5"
"2
19
1'-
5"
"2
17
23-#5 d11(E) bars at 8" cts. typ.
2'-0"
typ.
11"
typ.
typ.
6"
'-"
out to out
Approach Sla
b at parapet
-#9 b11(E) bars at 5" cts. Bottom of slab
-#5 b10(E) bars at 8" cts. Top of slab
of Abut.
Back ¡
A
C
E
D
Appr
oach F
ooting
10'-0"7'
-0"
3'-0"
5'-0" typ.
for pavement connector
See Hwy. Std. 420401
Top and botto
m of
Approach Footin
g,
See Sec.
A-
A
-#
4 t10(E)
bars at 12"
cts.
'-"
out to out
Approach Sla
b and Footin
g at curb
Lap with each a10(E) bar
at 8" cts. Top of slab, typ.
-#5 a12(E) bars
60-#8 a11(E) bars at 6" cts. Bottom of slab
-#5 a10(E) bars at 8" cts. Top of slab, tilt as necessary to fit curb
See S
ec A-A
of A
ppro
ach
Footing.
6" cts. T
op a
nd b
otto
m
20-#
5 w
10(E) bars at
Bend to fit taper.
1-#4 b15(E) bar in curb.
Bend to fit taper.
1-#4 b14(E) bar in curb.
d11(E) bar to fit
Cut back leg of
°Ske
w
A A
B
F
30'-0" end to end approach
15'-0"
15'-0"
Bend d11(E) bar to fit
"2
17
"2
19
"2
13'-
1
bottom of slab
2-#5 b13(E) bars top and
bottom of slab
2-#5 b12(E) bars top and
(_ approach slab shown; _ approach slab similar by 180° rotation)
BottomTopTop Bottom
FOR APPROACH FOOTING
TOP AND BOTTOM ELEVATIONS
Location
Point/
Location
Point/
Approach Approach
D -
C -
B -
A -
E -
F -
D -
C -
B -
A -
E -
F -
#5
#8
#4
92 #5
92 #5
40 #4
Concrete Superstructure Cu. Yd.
Pound
6'-5"
Cu. Yd.Concrete Structures
#5 7'-4"
#5
#9
8 #5
8 #5
80 #5
Epoxy Coated
Reinforcement Bars,
(Sheet 2 of 2)
(Approach Slab)
Concrete SuperstructureCu. Yd.
8'-6"
2 #4
2 #4
50° F.Appr. slab
End of
¡ Joint
** Per manufacturer recommendations
* Cost included with Concrete Superstructure (Approach Slab).
**
(PCC)
Connector
Pavement
3'-6"
parapet
End ofThreads
Nut
and washer
Locknut
of the Standard Specifications)
galvanized according to Article 1006.09
(Anchor bolt assemblies shall be
10-12-2021
BILL OF MATERIAL
TWO APPROACHES
DETAIL A
VIEW B-B
*
BAIA-CIP-39CS-R(>30°)
"21
"21
41
29'-8"
29'-8"
14'-8"
1" Ø ANCHOR BOLT
" at431
4"
See Notes.
" at 50° F432
Bar No. Size Length Shape
BAR a12(E)
d10(E)
b12(E)
b10(E)
a11(E)
a10(E)
a12(E)
b11(E)
b13(E)
b14(E)
b15(E)
d11(E)
e10(E)
t10(E)
w10(E)
BAR d11(E)BAR d10(E)
BAR a10(E)
Run out to out of curb
Pavement Joint Seal". Recess ¼" minimum.
* Expansion joint. See Special Provision "Preformed
For Granular Backfill for Structures and drainage treatment details, see sheet of .
Cost of excavation for approach footing included with Concrete Structures.
The approach footing maximum applied service bearing pressure (Qmax) = 2.0 ksf.
Approach footing concrete shall be paid for as Concrete Structures.
Approach slab shall be paid for as Concrete Superstructure (Approach Slab).
Parapet concrete shall be paid for as Concrete Superstructure.
bridge length plus the length of the bridge approach slab.
length of bridge used to calculate the adjustment shall be equal to half the total
Standard Specifications. However, since this detail is for jointless structures, the
The joint opening shall be adjusted for temperature per Article 520.04 of the
Notes:
STRUCTURE NO.
BRIDGE APPROACH SLAB DETAILS SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
CONTRACT NO. DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
USER NAME =
PLOT SCALE =
PLOT DATE =
DESIGNED REVISED
REVISED
REVISED
REVISED
F.A.
SHEET OF SHEETS
-
-
-
-
-
-
-
-
CHECKED
DRAWN
CHECKED
$TIME$$DATE$
MO
DE
L:
FIL
E N
AM
E:
$M
OD
EL
NA
ME$
$FIL
EL$
4"
4"
4"
¡ 1" Ø Anchor bolts
"436
"8
72'-
0 "43 "4
15
11"
5"
Rad.
"852
2'-
7"
"437
"2
1
2'-
7
"8111
6"
"2
12'-
5
"811'-0
"4
3
2'-
3
1'-1" 1'-2"
1'-6" 3"
"8
32'-
3
6'-6"
10"
Rad.
"814
typ.
"2
15
typ.
"411
INSIDE ELEVATION OF PARAPET AND CURB
15'-0" 15'-0"
2'-0"
5"
4"
5'-0"
2"
Cut last 3 bars to fit taper
23-#5 d10(E) bars at 8" cts.
section near abutment
10-#4 e10(E) bars. See cross
b13(E)
Standard 631031.
connections see Highway
631026. For Type 6 terminal
View B-B and Highway Standard
terminal connections only, See
1" Ø Anchor bolts for Type 5
B
B
1'-
3"
Sla
b
See Detail A
cl.
cl.
cl.
cl.
Mat'l. Type B, 4"
Subbase Granular*
breaker on steel trowel finish
* 10 mil. Polyethylene bond
Footing
Approach
for Structures
Granular Backfill
")4
1" (±
41
2
typ.
2" cl.
2"
2"
2"
v100(E)
a11(E)a10(E)b11(E)
w10(E)
t10(E)
10"
relief joint sealer. Full width.
¼" x ¾" Formed joint with bridge
SECTION A-A
b10(E)
30'-0" end to end approach
Bend to fit taper
(at Rt. �'s)
(Sheet 1 of 2)10-12-2021BAIA-CIP-39CS-R(≤30°)
STRUCTURE NO.
BRIDGE APPROACH SLAB DETAILS SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
CONTRACT NO. DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
USER NAME =
PLOT SCALE =
PLOT DATE =
DESIGNED REVISED
REVISED
REVISED
REVISED
F.A.
SHEET OF SHEETS
-
-
-
-
-
-
-
-
CHECKED
DRAWN
CHECKED
$TIME$$DATE$
MO
DE
L:
FIL
E N
AM
E:
$M
OD
EL
NA
ME$
$FIL
EL$
"2
19
1'-
5"
"2
17
"2
19
1'-
5"
"2
17
23-#5 d11(E) bars at 8" cts. typ.
2'-0"
typ.
11"
typ.
typ.
6"
'-"
out to out
Approach Sla
b at parapet
-#9 b11(E) bars at 5" cts. Bottom of slab
-#5 b10(E) bars at 8" cts. Top of slab
of Abut.
Back
¡
A
B
C F
E
D
7'-0"
3'-0"
5'-0" typ.
for pavement connector
See Hwy. Std. 420401
Top and botto
m of
Approach Footin
g,
See Sec.
A-
A
-#
4 t10(E)
bars at 12"
cts.
'-"
out to out
Approach Sla
b and Footin
g at curb
Lap with each a10(E) bar
at 8" cts. Top of slab, typ.
-#5 a12(E) bars
60-#8 a11(E) bars at 6" cts. Bottom of slab
-#5 a10(E) bars at 8" cts. Top of slab, tilt as necessary to fit curb
bar to fit
Bend d11(E)
Bend to fit taper.
1-#4 b15(E) bar in curb.
Bend to fit taper.
1-#4 b14(E) bar in curb.
d11(E) bar to fit
Cut back leg of
Footing. S
ee S
ec A-A
Top an
d botto
m of A
ppro
ach6"
cts.
20-#
5 w10
(E) b
ars at
A A
10'-0
" Appro
ach
Footing
°Ske
w
PLAN
NEAR ABUTMENT AT APPROACH FOOTING(Looking )
¡ Roadway
Slope % Slope % Slope % Slope %
CROSS SECTION
6"
2" cl.
adhesive as recommended by supplier.
bonded to wingwall with suitable
of the Standard Specifications)
2" PJF (per Article 1051.09
"2
13'-
1
1'-5"
"219 "2
17
3'-
3"
d11(E)d11(E)
d10(E)
e10(E)
a12(E)
")4
1"
cl. (±
41
2
2"
cl.
b11(E) a11(E)
a10(E) b10(E)
"43 "4
15
4"
t10(E)w10(E)
min., typ.
2" cl.
15'-0"
15'-0"
b15(E)
b14(E) or
b13(E)
b12(E) or
30'-0" end to end approach
bottom of slab
2-#5 b13(E) bars top and
bottom of slab
2-#5 b12(E) bars top and
(_ approach slab shown; _ approach slab similar by 180° rotation)
BottomTopTop Bottom
FOR APPROACH FOOTING
TOP AND BOTTOM ELEVATIONS
Location
Point/
Location
Point/
Approach Approach
D -
C -
B -
A -
E -
F -
D -
C -
B -
A -
E -
F -
#5
#8
#4
92 #5
92 #5
40 #4
Concrete Superstructure Cu. Yd.
Pound
6'-5"
Cu. Yd.Concrete Structures
#5 7'-4"
#5
#9
8 #5
8 #5
80 #5
Epoxy Coated
Reinforcement Bars,
(Sheet 2 of 2)
(Approach Slab)
Concrete SuperstructureCu. Yd.
8'-6"
2 #4
2 #4
50° F.Appr. slab
End of
¡ Joint
** Per manufacturer recommendations
* Cost included with Concrete Superstructure (Approach Slab).
**
(PCC)
Connector
Pavement
3'-6"
parapet
End ofThreads
Nut
and washer
Locknut
of the Standard Specifications)
galvanized according to Article 1006.09
(Anchor bolt assemblies shall be
10-12-2021
BILL OF MATERIAL
TWO APPROACHES
DETAIL A
VIEW B-B
*
"21
"21
41
29'-8"
29'-8"
14'-8"
1" Ø ANCHOR BOLT
" at431
4"
See Notes.
" at 50° F432
Bar No. Size Length Shape
BAR a12(E)
d10(E)
b12(E)
b10(E)
a11(E)
a10(E)
a12(E)
b11(E)
b13(E)
b14(E)
b15(E)
d11(E)
e10(E)
t10(E)
w10(E)
BAR d11(E)BAR d10(E)
BAR a10(E)
Run out to out of curb
Pavement Joint Seal". Recess ¼" minimum.
* Expansion joint. See Special Provision "Preformed
For Granular Backfill for Structures and drainage treatment details, see sheet of .
Cost of excavation for approach footing included with Concrete Structures.
The approach footing maximum applied service bearing pressure (Qmax) = 2.0 ksf.
Approach footing concrete shall be paid for as Concrete Structures.
Approach slab shall be paid for as Concrete Superstructure (Approach Slab).
Parapet concrete shall be paid for as Concrete Superstructure.
bridge length plus the length of the bridge approach slab.
length of bridge used to calculate the adjustment shall be equal to half the total
Standard Specifications. However, since this detail is for jointless structures, the
The joint opening shall be adjusted for temperature per Article 520.04 of the
Notes:
STRUCTURE NO.
BRIDGE APPROACH SLAB DETAILS SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
CONTRACT NO. DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
USER NAME =
PLOT SCALE =
PLOT DATE =
DESIGNED REVISED
REVISED
REVISED
REVISED
F.A.
SHEET OF SHEETS
-
-
-
-
-
-
-
-
CHECKED
DRAWN
CHECKED
$TIME$$DATE$
MO
DE
L:
FIL
E N
AM
E:
$M
OD
EL
NA
ME$
$FIL
EL$
4"
4"
4"
¡ 1" Ø Anchor bolts
"436
"8
72'-
0 "43 "4
15
11"
5"
Rad.
"852
2'-
7"
"437
"2
1
2'-
7
"8111
6"
"2
12'-
5
"811'-0
"4
3
2'-
3
1'-1" 1'-2"
1'-6" 3"
"8
32'-
3
BAIA-CIP-39CS-R(≤30°)
6'-6"
10"
Rad.
"814
typ.
"2
15
typ.
"411
INSIDE ELEVATION OF PARAPET AND CURB
15'-0" 15'-0"
2'-0"
5"
4"
5'-0"
2"
Cut last 3 bars to fit taper
23-#5 d10(E) bars at 8" cts.
section near abutment
10-#4 e10(E) bars. See cross
b13(E)
Standard 631031.
connections see Highway
631026. For Type 6 terminal
View B-B and Highway Standard
terminal connections only, See
1" Ø Anchor bolts for Type 5
B
B
1'-
3"
Sla
b
See Detail A
cl.
cl.
cl.
cl.
Mat'l. Type B, 4"
Subbase Granular*
breaker on steel trowel finish
* 10 mil. Polyethylene bond
Footing
Approach
for Structures
Granular Backfill
")4
1" (±
41
2
typ.
2" cl.
2"
2"
2"
v100(E)
a11(E)a10(E)b11(E)
w10(E)
t10(E)
10"
relief joint sealer. Full width.
¼" x ¾" Formed joint with bridge
SECTION A-A
b10(E)
30'-0" end to end approach
Bend to fit taper
(at Rt. �'s)
(Sheet 1 of 2)
Slope % Slope % Slope % Slope %
10-12-2021BAIA-CIP-44CS-0
2" cl.
")4
1"
cl. (±
41
2
2"
cl.
6"
4"
a11(E)
a12(E)
d10(E)
e10(E)
d11(E)
b12(E)
b13(E)
a10(E) b10(E)
b11(E)
t10(E)w10(E)
STRUCTURE NO.
BRIDGE APPROACH SLAB DETAILS SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
CONTRACT NO. DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
USER NAME =
PLOT SCALE =
PLOT DATE =
DESIGNED REVISED
REVISED
REVISED
REVISED
F.A.
SHEET OF SHEETS
-
-
-
-
-
-
-
-
CHECKED
DRAWN
CHECKED
$TIME$$DATE$
MO
DE
L:
FIL
E N
AM
E:
$M
OD
EL
NA
ME$
$FIL
EL$
(Looking )
CROSS SECTION
adhesive as recommended by supplier.
bonded to wingwall with suitable
of the Standard Specifications)
2" PJF (per Article 1051.09
7'-0" 3'-0"
for pavement connector
See Hwy. Std. 420401
'-"
out to out
Approach Sla
b at parapet
of Abut.
Back
Top and botto
m of
Approach Footin
g,
See Sec.
A-
A
-#
4 t10(E)
bars at 12"
cts.
¡
60-#8 a11(E) bars at 6" cts. Bottom of slab
46-#5 a10(E) bars at 8" cts. Top of slab, tilt as necessary to fit curb
bottom of slab, typ.
2-#5 b12(E) bar top and
typ.
2'-0"
Bend to fit taper.
1-#4 b13(E) bar in curb, typ.
A A
'-"
out to out
Approach Sla
b and Footin
g at curb
typ.
6"
Approach Footing
10'-0"
5'-0" typ.
Lap with each a10(E) bar
at 8" cts. Top of slab, typ.
23-#5 a12(E) bars
-#
9 b11(E)
bars at 5"
cts.
Botto
m of sla
b
-#
5 b10(E)
bars at 8"
cts.
Top of sla
b
A
B
C
D
E
F
"2
18
"2
18
1'-
5"
"2
18
"2
18
1'-
5"
Footing. See Sec A-A
Top and bottom of Approach
20-#5 w10(E) bars at 6" cts."
21
3'-
6
"218 "2
18
1'-5"
3'-
8"
"43
"415
PLAN
typ.
11"
30'-0" end to end approach
15'-0"
min., typ.
2" cl.
¡ Roadway
AT APPROACH FOOTINGNEAR ABUTMENT
23-#5 d11(E) bars at 8" cts., typ.
(_ approach slab shown; _ approach slab similar by 180° rotation)
BottomTopTop Bottom
FOR APPROACH FOOTING
TOP AND BOTTOM ELEVATIONS
Location
Point/
Location
Point/
Approach Approach
D -
C -
B -
A -
E -
F -
D -
C -
B -
A -
E -
F -
92 #5
#8
#4
#5
#5
48 #4
Concrete Superstructure Cu. Yd.
Pound
Cu. Yd.Concrete Structures
#5 7'-4"
#5
#9
16 #5
4 #4
80 #5
9'-8"
Epoxy Coated
Reinforcement Bars,
(Approach Slab)
Concrete SuperstructureCu. Yd.
120
92
8'-6"
3'-6"
parapet
End ofThreads
Nut
and washer
Locknut
of the Standard Specifications)
galvanized according to Article 1006.09
(Anchor bolt assemblies shall be
50° F.Appr. slab
End of
¡ Joint
** Per manufacturer recommendations
* Cost included with Concrete Superstructure (Approach Slab).
**
(PCC)
Connector
Pavement
10-12-2021
BILL OF MATERIAL
TWO APPROACHES
BAIA-CIP-44CS-0
INSIDE ELEVATION OF PARAPET AND CURB
*
DETAIL A
VIEW B-B
41
"21
"21
29'-8"
29'-8"
14'-8"
14'-8"
7'-0"
14'-8"
1" Ø ANCHOR BOLT
4"
" at431
See Notes.
" at 50° F432
Bar No. Size Length Shape
BAR a12(E)d10(E)
b10(E)
a11(E)
a10(E)
a12(E)
b11(E)
b12(E)
b13(E)
d11(E)
e10(E)
t10(E)
w10(E)
BAR d11(E)BAR d10(E)
BAR a10(E)
Run out to out of curb
Pavement Joint Seal". Recess ¼" minimum.
* Expansion joint. See Special Provision "Preformed
For Granular Backfill for Structures and drainage treatment details, see sheet of .
Cost of excavation for approach footing included with Concrete Structures.
The approach footing maximum applied service bearing pressure (Qmax) = 2.0 ksf.
Approach footing concrete shall be paid for as Concrete Structures.
Approach slab shall be paid for as Concrete Superstructure (Approach Slab).
Parapet concrete shall be paid for as Concrete Superstructure.
bridge length plus the length of the bridge approach slab.
length of bridge used to calculate the adjustment shall be equal to half the total
Standard Specifications. However, since this detail is for jointless structures, the
The joint opening shall be adjusted for temperature per Article 520.04 of the
Notes:
92
STRUCTURE NO.
BRIDGE APPROACH SLAB DETAILS SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
CONTRACT NO. DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
USER NAME =
PLOT SCALE =
PLOT DATE =
DESIGNED REVISED
REVISED
REVISED
REVISED
F.A.
SHEET OF SHEETS
-
-
-
-
-
-
-
-
CHECKED
DRAWN
CHECKED
$TIME$$DATE$
MO
DE
L:
FIL
E N
AM
E:
$M
OD
EL
NA
ME$
$FIL
EL$
(Sheet 2 of 2)
2'-0"
5'-0"
Bend to fit taper
B
B
4"
2"
b13(E)
1'-6"
1'-1"
3"
¡ 1" Ø Anchor bolts
4"
92
Standard 631031.
connections see Highway
631026. For Type 6 terminal
View B-B and Highway Standard
terminal connections only, See
1" Ø Anchor bolts for Type 510"
Cut last 3 bars to fit taper
23-#5 d10(E) bars at 8" cts.
15'-0" 15'-0"
near abutment
See cross section
12-#4 e10(E) bars
Rad.
"212 "2
17
"4
32'-
10
"439
"8
7
2'-
10
6"
Rad.
"814
"811'-0
"2
12'-
5
"43
2'-3 "
83
2'-
3
1'-2"
4"
4"
"436
"415"4
3
"8
72'-
0
11"
6'-6"
10"
"2
15
Typ.
"411
1'-
3"
Sla
b
See Detail A
3'-0"
cl.
cl.
7'-0"
cl.
cl.
Mat'l. Type B, 4"
Subbase Granular*
breaker on steel trowel finish
* 10 mil. Polyethylene bond
Footing
Approach
for Structures
Granular Backfill
")4
1" (±
41
2
typ.
2" cl.
2"
2"
2"
v100(E)
a11(E)a10(E)b11(E)
w10(E)
t10(E)
10"
relief joint sealer. Full width.
¼" x ¾" Formed joint with bridge
SECTION A-A
b10(E)
30'-0" end to end approach
10"
7'-0" 3'-0"
(Sheet 1 of 2)
NEAR ABUTMENTAT APPROACH FOOTING
(Looking )
'-"
out to out
Approach Sla
b at parapet
of Abut.
Back
Top and botto
m of
Approach Footin
g,
See Sec.
A-
A
-#
4 t10(E)
bars at 12"
cts.
*
*
Wingwall
for pavement connector
See Roadway Plans
¡ Roadway
¡
Slope % Slope % Slope % Slope %
10-12-2021
PLAN
A A
CROSS SECTION
'-"
out to out
Approach Sla
b and Footin
g at curb
6"
typ.
6"
Approach Footing
10'-0"
'-" typ.
5'-0" typ.
2"
cl.
6" bottom
8" top
4"
")4
1"
cl. (±
41
2
a12(E)
b13(E)
a10(E) b10(E)
-#
9 b11(E)
bars at 5"
cts.
Botto
m of sla
b
-#
5 b10(E)
bars at 8"
cts.
Top of sla
b
b11(E)
a11(E) a13(E)
t10(E)w10(E)
A
B
C
D
E
F
1'-0"1'-0"
of back wall
Front face
STRUCTURE NO.
BRIDGE APPROACH SLAB DETAILS SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
CONTRACT NO. DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
USER NAME =
PLOT SCALE =
PLOT DATE =
DESIGNED REVISED
REVISED
REVISED
REVISED
F.A.
SHEET OF SHEETS
-
-
-
-
-
-
-
-
CHECKED
DRAWN
CHECKED
$TIME$$DATE$
MO
DE
L:
FIL
E N
AM
E:
$M
OD
EL
NA
ME$
$FIL
EL$
slab, full length of parapet. Typ. each parapet.
1051.09 of the Standard Specifications; full depth of
"Preformed Expansion Joint Filler according to Article21*
Footing. See Sec A-A
Top and bottom of Approach
20-#5 w10(E) bars at 6" cts.
-#8 a13(E) bars at 6" cts. Bottom of slab
tilt as necessary to fit curb
-#5 a11(E) bars at 8" cts. Top of slab,
bottom of slab, typ.
1-#5 b12(E) bar top and
'-" typ.
Bend to fit taper.
1-#4 b13(E) bar in curb, typ.
"43
"415
b12(E)
Bottom of slab
-#8 a12(E) bars at 6" cts.,
-#5 a10(E) bars at 8" cts. Top of slab
30'-0" end to end approach
BASA-CIP-3944CS-0
(_ approach slab shown; _ approach slab similar by 180° rotation)
BottomTopTop Bottom
FOR APPROACH FOOTING
TOP AND BOTTOM ELEVATIONS
Location
Point/
Location
Point/
Approach Approach
D -
C -
B -
A -
E -
F -
D -
C -
B -
A -
E -
F -
#5
#5
#4
Pound
Cu. Yd.Concrete Structures
#8
#5
#9
8 #5
80 #5
9'-8"
Epoxy Coated
Reinforcement Bars,
5'-0"
(Sheet 2 of 2)
(Approach Slab)
Concrete SuperstructureCu. Yd.
#8
#44
Appr. slab
End of
¡ Joint
(PCC)
Connector
Pavement
Highway Standard 420406.)
Detail A for pavement connector (HMA) may be found on
(Detail A shown, applies to Highway Standard 420401 only.
10-12-2021
BILL OF MATERIAL
TWO APPROACHES
B
B
INSIDE ELEVATION OF PARAPET AND CURB
SECTION B-B
DETAIL A
"21
"21
"432
"431
29'-8"
29'-8"
4"
4"
2"
Bar No. Size Length Shape
a13(E)
b10(E)
w10(E)
t10(E)
b13(E)
b12(E)
b11(E)
a12(E)
a11(E)
a10(E)
b13(E)
b13(E)b10(E) a11(E)
a13(E) b11(E)
b12(E)
BAR a11(E)
*** Per manufacturer recommendations
** Cost included with Concrete Superstructure (Approach Slab).
***
Run out to out of curb
Pavement Joint Seal". Recess ¼" minimum.
** Expansion joint. See Special Provision "Preformed
STRUCTURE NO.
BRIDGE APPROACH SLAB DETAILS SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
CONTRACT NO. DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
USER NAME =
PLOT SCALE =
PLOT DATE =
DESIGNED REVISED
REVISED
REVISED
REVISED
F.A.
SHEET OF SHEETS
-
-
-
-
-
-
-
-
CHECKED
DRAWN
CHECKED
$TIME$$DATE$
MO
DE
L:
FIL
E N
AM
E:
$M
OD
EL
NA
ME$
$FIL
EL$
"43 "4
15
1'-
3"
Sla
b
See Detail A
3'-0"
cl.
cl.
7'-0"
cl.
cl.
Mat'l. Type B, 4"
Subbase Granular*
breaker on steel trowel finish
* 10 mil. Polyethylene bond
Footing
Approach
for Structures
Granular Backfill
")4
1" (±
41
2
typ.
2" cl.
2"
2"
2"
v100(E)
a11(E)a10(E)b11(E)
w10(E)
t10(E)
10"
relief joint sealer. Full width.
¼" x ¾" Formed joint with bridge
SECTION A-A
b10(E)
30'-0" end to end approach
typ.
"2
15
typ.
"411
See sheet of for hatched block details.
For Granular Backfill for Structures and drainage treatment details, see sheet of .
Cost of excavation for approach footing included with Concrete Structures.
The approach footing maximum applied service bearing pressure (Qmax) = 2.0 ksf.
Approach footing concrete shall be paid for as Concrete Structures.
Approach slab shall be paid for as Concrete Superstructure (Approach Slab).
Notes:
BASA-CIP-3944CS-0