cell/model name description date

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 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 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.



TOTAL

SHEETS

SHEET

NO.RTE.


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"



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.

¡


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)


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.



TOTAL

SHEETS

SHEET

NO.RTE.


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





BAIA-CIP-R34-0



BottomTopTop Bottom



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


#5 7'-8"

#5

#9

12 #5

80 #5

9'-8"

Epoxy Coated

Reinforcement Bars,

2'-6"

(Sheet 2 of 2)

(Approach Slab)


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"


a12(E)

a11(E)

a10(E)

b12(E)

b11(E)

d10(E)

b10(E)

t10(E)

w10(E)











Notes:

STRUCTURE NO.



TOTAL

SHEETS

SHEET

NO.RTE.


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*



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"



SECTION A-A

b10(E)


50° F.Appr. slab

End of

¡ Joint

**



(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)


" minumum. 41 Pavement Joint Seal". Recess


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"





15'-0"

2'-6"


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


14'-0" typ.

¡

Bend to fit taper.



10-12-2021

CROSS SECTION

PLAN

A A

2'-

0"

2"

cl.


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)



3-#5 b12(E) bars

b13(E)

a10(E) b10(E)



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.



TOTAL

SHEETS

SHEET

NO.RTE.


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





BAIA-CIP-R34C-0



2'-0"

d10(E)

b12(E)

BottomTopTop Bottom



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


#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)


120

92

#5 4'-11"64

10-12-2021

BILL OF MATERIAL

TWO APPROACHES


29'-8"

29'-8"

13'-8"

29'-8"

2"

4"

15'-0" 15'-0"


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)











Notes:

STRUCTURE NO.



TOTAL

SHEETS

SHEET

NO.RTE.


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*



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"



SECTION A-A

b10(E)


typ.

"2

15

typ.

"411

50° F.Appr. slab

End of

¡ Joint

**



(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)




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)


Place first b10(E) bar

¡ of Post

(Sheet 1 of 2)

AT APPROACH FOOTING

(Looking )

¡

2'-0"

7'-0" 3'-0"





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

¡


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)



3-#5 b12(E) bars

b12(E)

a10(E) b10(E)



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



STRUCTURE NO.



TOTAL

SHEETS

SHEET

NO.RTE.


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





BAIA-CIP-R40-0


Type IL-OH

Steel Railing

5'-0"

B

B


BottomTopTop Bottom



Location

Point/

Location

Point/


7'-0" typ.

Approach Approach

D -

C -

B -

A -

E -

F -

D -

C -

B -

A -

E -

F -

92 #5

#8

#4

Pound


#5 7'-8"

#5

#9

12 #5

80 #5

9'-8"

Epoxy Coated

Reinforcement Bars,

(Sheet 2 of 2)

(Approach Slab)


120

50° F.Appr. slab

End of

¡ Joint

52

**



#536

(PCC)

Connector

Pavement

10-12-2021

BILL OF MATERIAL

TWO APPROACHES

DETAIL A


SECTION B-B

"21

"21

29'-8"

29'-8"

6'-8"4"

")4

1"

cl. (±

41

22"

cl.

" at431

See Notes.

" at 50° F432


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)




a10(E) or a12(E)











Notes:

STRUCTURE NO.



TOTAL

SHEETS

SHEET

NO.RTE.


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*



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"



SECTION A-A

b10(E)


13'-0" 17'-0"


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"





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


14'-0" typ.

¡


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)



3-#5 b12(E) bars

b12(E)

a10(E) b10(E)



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.



TOTAL

SHEETS

SHEET

NO.RTE.


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





BAIA-CIP-R41-0



BottomTopTop Bottom



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


#5 7'-8"

#5

#9

12 #5

80 #5

9'-8"

Epoxy Coated

Reinforcement Bars,

2'-6"

(Sheet 2 of 2)

(Approach Slab)


120

92

#5 4'-11"64

10-12-2021

BILL OF MATERIAL

TWO APPROACHES


29'-8"

29'-8"

13'-8"

15'-0" 15'-0"


a12(E)

a11(E)

a10(E)

b12(E)

b11(E)

d10(E)

b10(E)

t10(E)

w10(E)











Notes:

STRUCTURE NO.



TOTAL

SHEETS

SHEET

NO.RTE.


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*



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"



SECTION A-A

b10(E)


50° F.Appr. slab

End of

¡ Joint

**



(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)




a10(E) or a12(E)

6'-6"

1'-

2"

"41

1'-

3"

1'-7"

1'-3"

"2

17

10"

"856

¡ of Post



(Sheet 1 of 2)


(Looking )

¡

Type SMX

Steel Railing

7'-0" 3'-0"





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


14'-0" typ.

¡

Bend to fit taper.



10-12-2021

CROSS SECTION

PLAN

A A

2'-

0"

2"

cl.


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)



3-#5 b12(E) bars

b13(E)

a10(E) b10(E)



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.



TOTAL

SHEETS

SHEET

NO.RTE.


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





BAIA-CIP-R41C-0



2'-0"

d10(E)

b12(E)

BottomTopTop Bottom



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


#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)


120

92

#5 4'-11"64

10-12-2021

BILL OF MATERIAL

TWO APPROACHES


29'-8"

29'-8"

13'-8"

29'-8"

2"

4"

15'-0" 15'-0"


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)











Notes:

STRUCTURE NO.



TOTAL

SHEETS

SHEET

NO.RTE.


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*



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"



SECTION A-A

b10(E)


typ.

"2

15

typ.

"411

50° F.Appr. slab

End of

¡ Joint

**



(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)




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



7'-0'' 3'-0''

Approach Footing

10'-0''



(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.



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.


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.



TOTAL

SHEETS

SHEET

NO.RTE.


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





to drain

'' per foot41Slope

30'-0'' end to end approach


BottomTopTop Bottom



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


Pound


#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)


120

50° F.Appr. slab

End of

¡ Joint

92

**



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


"21

"21

29'-8"

29'-8"

14'-8"

14'-8"

14'-8"" at431

9"

15'-0" 15'-0"

See Notes.

" at 50° F432


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)




STRUCTURE NO.



TOTAL

SHEETS

SHEET

NO.RTE.


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*



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"



SECTION A-A

b10(E)


4'-0"

5"

2"4'-0"







Curb concrete under railing shall be paid for as Concrete Superstructure.





Notes:

"85

typ.

"43

typ.

10"

BAIA-CIP-R42-0

(Sheet 1 of 2)

NEAR ABUTMENT AT APPROACH FOOTING(Looking )

¡ Roadway


10-12-2021

CROSS SECTION

BAIA-CIP-39CS-0

PLAN

6"

STRUCTURE NO.



TOTAL

SHEETS

SHEET

NO.RTE.


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-#5 b12(E) bar top and

"2

19

1'-

5"

"2

17

"2

19

1'-

5"

"2

17


2'-0"

typ.

11"

typ. typ.

6"

'-"

out to out

Approach Sla

b at parapet

Bend to fit taper.


-#

9 b11(E)

bars at 5"

cts.

Botto

m of sla

b

-#

5 b10(E)

bars at 8"

cts.

Top of sla

b



23-#5 a12(E) bars

of Abut.

Back



¡

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.



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.





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.


"2

13'-

1


BottomTopTop Bottom



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


Pound

6'-5"


#5 7'-4"

#5

#9

16 #5

4 #4

80 #5

9'-8"

Epoxy Coated

Reinforcement Bars,

(Sheet 2 of 2)

(Approach Slab)


120

50° F.Appr. slab

End of

¡ Joint

92

8'-6"



**

(PCC)

Connector

Pavement

3'-6"

parapet

End ofThreads

Nut

and washer

Locknut


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 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)






Parapet concrete shall be paid for as Concrete Superstructure.





Notes:




STRUCTURE NO.



TOTAL

SHEETS

SHEET

NO.RTE.


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*



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"



SECTION A-A

b10(E)


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.



TOTAL

SHEETS

SHEET

NO.RTE.


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


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.



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



-#5 a12(E) bars


-#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.


d11(E) bar to fit

Cut back leg of


¡ Roadway


CROSS SECTION

6"

2" cl.





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


bottom of slab

2-#5 b13(E) bars top and

bottom of slab



BottomTopTop Bottom



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


Pound

6'-5"


#5 7'-4"

#5

#9

8 #5

8 #5

80 #5

Epoxy Coated

Reinforcement Bars,

(Sheet 2 of 2)

(Approach Slab)


8'-6"

2 #4

2 #4

50° F.Appr. slab

End of

¡ Joint



**

(PCC)

Connector

Pavement

3'-6"

parapet

End ofThreads

Nut

and washer

Locknut




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 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 a10(E)














Notes:

STRUCTURE NO.



TOTAL

SHEETS

SHEET

NO.RTE.


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"


"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


15'-0" 15'-0"

2'-0"

5"

4"

5'-0"

2"


23-#5 d10(E) bars at 8" cts.



b13(E)

Standard 631031.






B

B

1'-

3"

Sla

b

See Detail A

cl.

cl.

cl.

cl.

Mat'l. Type B, 4"

Subbase Granular*



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"



SECTION A-A

b10(E)


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.



TOTAL

SHEETS

SHEET

NO.RTE.


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


2'-0"

typ.

11"

typ. typ.

6"

'-"

out to out

Approach Sla

b at parapet



of Abut.

Back

C

B

A

D

E

F

Approach Footing

10'-0"

7'-0"

3'-0"

5'-0" typ.



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



-#5 a12(E) bars



Skew

°

bar to fit

Bend d11(E)

Bend to fit taper.


Bend to fit taper.


d11(E) bar to fit

Cut back leg of



6" cts.

20-#5 w10(E) bars at

¡


¡ Roadway


CROSS SECTION

6"

2" cl.





"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


bottom of slab


bottom of slab



BottomTopTop Bottom



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


Pound

6'-5"


#5 7'-4"

#5

#9

8 #5

8 #5

80 #5

Epoxy Coated

Reinforcement Bars,

(Sheet 2 of 2)

(Approach Slab)


8'-6"

2 #4

2 #4

50° F.Appr. slab

End of

¡ Joint



**

(PCC)

Connector

Pavement

3'-6"

parapet

End ofThreads

Nut

and washer

Locknut




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 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 a10(E)














Notes:

STRUCTURE NO.



TOTAL

SHEETS

SHEET

NO.RTE.


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"


"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


15'-0" 15'-0"

2'-0"

5"

4"

5'-0"

2"


23-#5 d10(E) bars at 8" cts.



b13(E)

Standard 631031.






B

B

1'-

3"

Sla

b

See Detail A

cl.

cl.

cl.

cl.

Mat'l. Type B, 4"

Subbase Granular*



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"



SECTION A-A

b10(E)


Bend to fit taper

(at Rt. �'s)

(Sheet 1 of 2)10-12-2021BAIA-CIP-39CS-R(>30°)

STRUCTURE NO.



TOTAL

SHEETS

SHEET

NO.RTE.


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


¡ Roadway


CROSS SECTION

6"

2" cl.





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


2'-0"

typ.

11"

typ.

typ.

6"

'-"

out to out

Approach Sla

b at parapet



of Abut.

Back ¡

A

C

E

D

Appr

oach F

ooting

10'-0"7'

-0"

3'-0"

5'-0" typ.



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



-#5 a12(E) bars



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.


Bend to fit taper.


d11(E) bar to fit

Cut back leg of

°Ske

w

A A

B

F


15'-0"

15'-0"

Bend d11(E) bar to fit

"2

17

"2

19

"2

13'-

1

bottom of slab


bottom of slab



BottomTopTop Bottom



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


Pound

6'-5"


#5 7'-4"

#5

#9

8 #5

8 #5

80 #5

Epoxy Coated

Reinforcement Bars,

(Sheet 2 of 2)

(Approach Slab)


8'-6"

2 #4

2 #4

50° F.Appr. slab

End of

¡ Joint



**

(PCC)

Connector

Pavement

3'-6"

parapet

End ofThreads

Nut

and washer

Locknut




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 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 a10(E)














Notes:

STRUCTURE NO.



TOTAL

SHEETS

SHEET

NO.RTE.


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"


"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


15'-0" 15'-0"

2'-0"

5"

4"

5'-0"

2"


23-#5 d10(E) bars at 8" cts.



b13(E)

Standard 631031.






B

B

1'-

3"

Sla

b

See Detail A

cl.

cl.

cl.

cl.

Mat'l. Type B, 4"

Subbase Granular*



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"



SECTION A-A

b10(E)


Bend to fit taper

(at Rt. �'s)

(Sheet 1 of 2)10-12-2021BAIA-CIP-39CS-R(≤30°)

STRUCTURE NO.



TOTAL

SHEETS

SHEET

NO.RTE.


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


2'-0"

typ.

11"

typ.

typ.

6"

'-"

out to out

Approach Sla

b at parapet



of Abut.

Back

¡

A

B

C F

E

D

7'-0"

3'-0"

5'-0" typ.



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



-#5 a12(E) bars



bar to fit

Bend d11(E)

Bend to fit taper.


Bend to fit taper.


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


¡ Roadway


CROSS SECTION

6"

2" cl.





"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


bottom of slab


bottom of slab



BottomTopTop Bottom



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


Pound

6'-5"


#5 7'-4"

#5

#9

8 #5

8 #5

80 #5

Epoxy Coated

Reinforcement Bars,

(Sheet 2 of 2)

(Approach Slab)


8'-6"

2 #4

2 #4

50° F.Appr. slab

End of

¡ Joint



**

(PCC)

Connector

Pavement

3'-6"

parapet

End ofThreads

Nut

and washer

Locknut




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 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 a10(E)














Notes:

STRUCTURE NO.



TOTAL

SHEETS

SHEET

NO.RTE.


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"


"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


15'-0" 15'-0"

2'-0"

5"

4"

5'-0"

2"


23-#5 d10(E) bars at 8" cts.



b13(E)

Standard 631031.






B

B

1'-

3"

Sla

b

See Detail A

cl.

cl.

cl.

cl.

Mat'l. Type B, 4"

Subbase Granular*



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"



SECTION A-A

b10(E)


Bend to fit taper

(at Rt. �'s)

(Sheet 1 of 2)


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.



TOTAL

SHEETS

SHEET

NO.RTE.


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





7'-0" 3'-0"



'-"

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.

¡





typ.

2'-0"

Bend to fit taper.


A A

'-"

out to out

Approach Sla

b and Footin

g at curb

typ.

6"

Approach Footing

10'-0"

5'-0" 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"



20-#5 w10(E) bars at 6" cts."

21

3'-

6

"218 "2

18

1'-5"

3'-

8"

"43

"415

PLAN

typ.

11"


15'-0"

min., typ.

2" cl.

¡ Roadway

AT APPROACH FOOTINGNEAR ABUTMENT

23-#5 d11(E) bars at 8" cts., typ.


BottomTopTop Bottom



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


Pound


#5 7'-4"

#5

#9

16 #5

4 #4

80 #5

9'-8"

Epoxy Coated

Reinforcement Bars,

(Approach Slab)


120

92

8'-6"

3'-6"

parapet

End ofThreads

Nut

and washer

Locknut




50° F.Appr. slab

End of

¡ Joint



**

(PCC)

Connector

Pavement

10-12-2021

BILL OF MATERIAL

TWO APPROACHES

BAIA-CIP-44CS-0


*

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 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 a10(E)














Notes:

92

STRUCTURE NO.



TOTAL

SHEETS

SHEET

NO.RTE.


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"


4"

92

Standard 631031.





1" Ø Anchor bolts for Type 510"


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*



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"



SECTION A-A

b10(E)


10"

7'-0" 3'-0"

(Sheet 1 of 2)


(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


See Roadway Plans

¡ Roadway

¡


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.



TOTAL

SHEETS

SHEET

NO.RTE.


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*



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,



'-" typ.

Bend to fit taper.


"43

"415

b12(E)

Bottom of slab

-#8 a12(E) bars at 6" cts.,

-#5 a10(E) bars at 8" cts. Top of slab


BASA-CIP-3944CS-0


BottomTopTop Bottom



Location

Point/

Location

Point/

Approach Approach

D -

C -

B -

A -

E -

F -

D -

C -

B -

A -

E -

F -

#5

#5

#4

Pound


#8

#5

#9

8 #5

80 #5

9'-8"

Epoxy Coated

Reinforcement Bars,

5'-0"

(Sheet 2 of 2)

(Approach Slab)


#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


SECTION B-B

DETAIL A

"21

"21

"432

"431

29'-8"

29'-8"

4"

4"

2"


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).

***



** Expansion joint. See Special Provision "Preformed

STRUCTURE NO.



TOTAL

SHEETS

SHEET

NO.RTE.


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*



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"



SECTION A-A

b10(E)


typ.

"2

15

typ.

"411

See sheet of for hatched block details.






Notes:

BASA-CIP-3944CS-0

cell/model name description date

Documents