CELL / MODEL NAME DESCRIPTION DATE...CELL / MODEL NAME DESCRIPTION DATE BA-P-44CS-0 (3 of 3) Bridge Approach; Precast; 44 in. Constant Slope; No skew 6/15/2019 Approach Slabs-Bridge

CELL / MODEL NAME DESCRIPTION DATE

BA-P-39CS-0 (1 of 3) Bridge Approach; Precast; 39 in. Constant Slope; No skew 6/15/2019



BA-P-39CS-L-Greater than 30

degrees (1 of 3)Bridge Approach; Precast; 39 in. Constant Slope; Left skew; Greater than 30 degrees 6/15/2019





BA-P-39CS-L-Less than or equal

to 30 degrees (1 of 3)

Bridge Approach; Precast; 39 in. Constant Slope; Left skew; Less than or equal to 30

degrees6/15/2019




degrees6/15/2019




degrees6/15/2019

BA-P-39CS-R-Greater than 30

degrees (1 of 3)Bridge Approach; Precast; 39 in. Constant Slope; Right skew; Greater than 30 degrees 6/15/2019





BA-P-39CS-R-Less than or equal


Bridge Approach; Precast; 39 in. Constant Slope; Right skew; Less than or equal to 30

degrees6/15/2019




degrees6/15/2019




degrees6/15/2019



Approach Slabs-Bridge Precast Page 1 of 3 6/15/2019

CELL / MODEL NAME DESCRIPTION DATE



DATE REVISION HISTORY

8/11/2017 ● Added top and bottom footing elevations.

● Changed footing thickness to constant 10 inches such that the bottom of footing follows the grade.

● Corrected parapet reinforcement on base sheet BA-P-42FS-0.

● Called out formed joint at beginning of approach slabs.

● Removed strip seal details with the intent that the strip seal base sheets will cover these.

● Recessed fabric bearing pads into the footing and increased their thickness to 3/4 inch.

● Corrected miscellaneous editorial and drafting errors.

6/15/2019 ● Replaced F-shaped parapets with new constant slope parapets and revised all reinforcement accordingly.

● Called out wingwall joint material on cross section.


(Sheet 1 of 3)

length of beam

Styrofoam block full

bearing pad

Interior fabric

wearing surface, typ.

Shear key cast with concrete

BA-P-39CS-0

PLAN

DETAIL 'A'

(Beams: 36" min. width; 72" max. width)

Bottom

A

B

C

D

F

E

Point

Approach

Top Top Bottom

Approach

FOR APPROACH FOOTING

TOP AND BOTTOM ELEVATIONS

STRUCTURE NO.

PRECAST BRIDGE APPROACH SLAB 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$

for pavement connector

See Hwy. Std. 420401

15'-0" typ.

of Abut.

Back

Top and botto

m of

Approach Footin

g,

See Sec.

A-

A

-#

4 t10(E)

bars at 12"

cts.

¡

-#

4 b10(E)

bars at 12"

cts.

7'-0" 3'-0"

A A

Approach Footing

10'-0"

'-"

out to out

Approach Sla

b and Footin

g at curb

typ.

6"

A

B

C F

E

D

Bend to fit taper.

1-#4 b12(E) bar in curb, typ.

1'-

5"

1'-

5"

'-"

out to out

Approach Sla

b at parapet

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

Lap with each a10(E) bar

16-#5 a12(E) bars at 12" cts., typ.

16-#5 a10(E) bars at 12" cts.

6"

tilt as necessary to fit curb

16-#4 a11(E) bars at 12" cts.,

bottom of slab, typ.

2-#5 b11(E) bars top and

typ.

2'-0" typ.

11"

5'-0" typ.

Footing. See Sec A-A

Top and bottom of Approach

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

30'-0" end to end approach

¡ Roadway

1'-5"

D(E)

bearing pad

*Interior fabric

NEAR ABUTMENT AT APPROACH FOOTING

typ.

1'-

3"

Bridge Approach Slab

1-11" x - Precast


1-11" x - Precast

"2

13'-

1

(Looking )

See Detail 'A'

Slope % Slope % Slope % Slope %

CROSS SECTION

6"

cl.

2"

4"

3'-

3"

")4

1(±

" cl.

41

2

Bridge Approach Slabs

-11" x - Precast

D1(E)

d10(E)

e10(E)

d11(E)

b11(E)

a10(E)

b12(E)

a12(E)

b10(E)

w10(E) t10(E) bearing pad

*Exterior fabric

bonded to the top of the fabric bearing pads.

approach footing and bonded. Adjusting shims, when required, shall be

* Fabric bearing pads at the expansion end shall be recessed ¼" into the

adhesive as recommended by supplier.

bonded to wingwall with suitable

of the Standard Specifications)

2" PJF (per Article 1051.09

"43

"415

a11(E)

of approach slab full length.

Placed under cast in place portion

to ASTM C 578 (Types V, VII or XV).

" Cellular polystyrene according21

6-15-2019

"2

19

"2

17

"2

19

"2

17

")41(±

"413

")41(±

2"

"219 "2

17

surface, 5"

Concrete wearingmin.,

typ.2" cl

.

(Sheet 2 of 3)

3" Radius

"2

15

"2

1

Top of Beam

" Ø Conduit411

¡ Key

"213

2'-5"

"213

"2

14

"2

14

"211'-1

10" "213

"2

14

"2

14

3" Ø Hole

Edge of beam

INTERIOR EXTERIOR

B(E)

¡ Lifting loopof lift

60° min. angle

cl.

"211

S1(E)

S(E) or

B1(E)

S1(E)

S(E) or

"211

"2

11"4

11

11"

"4

3

"8

3

"85

face of outside beams

Omit key on exterior

(Showing dimensions)

"2

18

1'-

0"

D1(E)

D(E) "215

Bar No. Size Length Shape

B(E)

S(E) #5

#5

(For information only)


B(E)

#5

#5


S1(E)

D(E) #4 #4D1(E)22 32

#9B1(E)

58

B1(E) #9

58

Interior Beam

bar spacing

#4 D(E)

bar spacing

#5 S(E)

typ.

1'-3"

¡ Lifting loops

Exterior Beam

5"

cts. full le

ngth,

botto

m

-#

9 B

1(E)

bars at

12"

cts. full le

ngth, top

-#

5 B(E)

bars at

5"

cts. full le

ngth,

botto

m

-#

9 B

1(E)

bars at

12"

cts. full le

ngth, top

-#

5 B(E)

bars at

except as noted

Symmetrical about ¡

typ.

10"

1'-5"

1'-2"

"211 "2

17

1'-5"

"211 "2

17

(Showing reinforcement)

S1(E)

S(E) or

cl.

"212

D1(E)

D(E) orB(E)

cl.

"2

11

B1(E)

utilized according to the manufacturer's recommendations may be used)

(An alternate lifting loop with a proof load of 25,000 lbs. and

6-15-2019

LIFTING LOOP DETAIL

FABRIC BEARING PAD

SECTION B-B SECTION C-C

EACH INTERIOR BEAM

BAR LIST

EACH EXTERIOR BEAM

BAR LIST

BA-P-39CS-0

C

C

C

B B

BB

PLAN

SECTION C-C

C

3"

4"

4"

Compressive strength of precast concrete during initial lifting, f'ci shall be 5,000 psi.

Compressive strength of precast concrete, f'c shall be 6,000 psi.

handling.

" Ø lifting pins shall be used to engage the lifting loops during21 A minimum 2

Bridge Approach Slab.

shall be provided for each bearing pad location. Cost included with Precast

" fabric adjusting shims of the dimensions of the exterior bearing pad81 Two

IDOT "Manual for Fabrication of Precast Prestressed Concrete Products."

precast prestressed deck beams with concrete wearing surface as specified in the

The top surface of precast bridge approach slabs shall be finished similar to

Cast-in-place substitution of Precast Bridge Approach Slab is not allowed.

square foot for Precast Bridge Approach Slab.

Standard Specifications and shall be paid for at the contract unit price per

The precast bridge approach slab shall be according to Section 504 of the

Notes:

30'-0" End-to-end beam

3"

3" 7"

3"

9"

28 Spaces at 6" = 14'-0"

8 Spaces at 1'-6" = 12'-0"

cl.

1"

3" Ø Holes

1'-10"

9"

9"

7"

rods at fixed ends only

¡ 2" Ø Holes for dowel

6"

270 ksi strands

" Ø 213-

6"7"

typ.

6"

3" 7" 8 Spaces at 1'-6" = 12'-0"

1'-10" 8 Spaces at 1'-6" = 12'-0"

28 Spaces at 6" = 14'-0"

9"

3"

29'-8"

29'-8"

29'-8"

29'-8"

6" 6"


D1(E)

D(E) or

S1(E)

S(E)

BARS D(E) & D1(E) BARS S(E) & S1(E)

bar spacing

#4 D1(E)

(fixed end only)

#4 D1(E) bar spacing

bar spacing

#5 S1(E)

slab footing end of beams.

Omit holes for fabric bearing pads at approach

bearing pads at expansion end shall be ¾" thick.

Bearing pads at fixed end shall be ½" thick and

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$

(Sheet 3 of 3)

Concrete Superstructure Cu. Yd.

Pound

Cu. Yd.Concrete Structures

Epoxy Coated

Reinforcement Bars,

Precast Bridge Approach Slab Sq. Ft.

Sq. Yd.

32

32

16

92

92

40

80

#5

#4

#5

#5

#5

#4

#4

#5

6'-5"

9'-8"

#4

D1(E)

D(E) or"

21

Surface, 5"

Concrete Wearing

1'-

4"

footing

Approach

approach slab

Precast bridge

1'-

3"

3'-6"

parapet

End ofThreads

41

Nut

and washer

Locknut

Cost of anchor bolt assemblies included with Concrete Superstructure)

Article 1006.09 of the Standard Specifications.

(Anchor bolt assemblies shall be galvanized according to

typ.

"411

3'-6" 3'-0"

7'-0" 3'-0"

for Structures

Granular Backfill

6-15-2019BA-P-39CS-0

BILL OF MATERIAL

TWO APPROACHES

INSIDE ELEVATION OF PARAPET AND CURB

SECTION A-A

")4

1(±

" cl.

41

2

9"

7" 5"

Approach Slab.

beam). Cost included with Precast Bridge

holes drilled and grouted in cap (2 each

" Ø21¡ 1" Ø x 2'-0" Dowel rods in 1

cl.

2"

cl.

2"

bearing pads

" Fabric43¡

6"

29'-8"

14'-8"

6'-5"

14'-8"

Concrete Wearing Surface, 5"

4"

1" Ø ANCHOR BOLT



a10(E) b10(E)

w10(E)

t10(E)

BAR d10(E)

BAR a11(E)

BAR a12(E)

a10(E)

a11(E)

b10(E)

b11(E)

d10(E)

d11(E)

e10(E)

t10(E)

w10(E)BAR d11(E)

See sheet __ of __ for details.

Strip Seal Joint

10"

" Fabric bearing pads21¡

relief joint sealer. Full width.

¼" x ¾" Formed joint with bridge

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$

Cost of cellular polystyrene is included with Concrete Superstructure.

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.

Parapet concrete shall be paid for as Concrete Superstructure.

The strip seal shall extend 6" beyond the edge of the approach slab on each end.

be paid for separately, but will be included in the cost of Concrete Wearing Surface, 5".

Any concrete poured monolithically with the wearing surface, such as curbs, shall not

and wearing surface.

the Standard Specifications for a minimum of 24 hours before casting the shear keys

to top of precast slab and cured according to Article 1020.13(a)(3) or 1020.13(a)(5) of

abutment and anchor dowels placed. Dowel holes shall be filled with non-shrink grout

After precast bridge approach slabs have been erected, holes shall be drilled into

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:

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

b12(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

D

D

Bend to fit taper

Rad.

"852

2'-

7"

"437

"2

1

2'-

7

"8111

6"

4"

4"

4"

¡ 1" Ø Anchor bolts

"436

"8

72'-

0

"43 "4

15

11"

5"

Rad.

"814 "8

11'-0

"8

71'-

9

"8

71'-

9

"811'-0 1'-2"

6"

1'-

11"

BAR a10(E)

6'-6"

1'-

0"

8"

a12(E) 64 #5 8'-2"

b12(E) 4 #4 14'-8"

a11(E)


typ.

10"

typ.

"2

15

VIEW D-D

(Sheet 1 of 3)BA-P-39CS-L(>30°)

PLAN


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


'-"

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

See S

ec A-A

of Approach Footing.

6" cts. Top and bottom

20-#5 w

10(E) bars at

Skew

°

bar to fit

Bend d11(E)

Bend to fit taper.

1-#4 b14(E) bar in curb.

Bend to fit taper.


d11(E) bar to fit

Cut back leg of

15'-0"

15'-0"


-#5 a10(E) bars at 12" cts.



with each a10(E) bar

at 12" cts., typ. Lap

-#5 a12(E) bars

bottom of slab, cut to fit




6-15-2019

-#4 b10(E) bars at 12" cts.

length of beam


bearing pad

Interior fabric



DETAIL 'A'

Bottom

A

B

C

D

F

E

Point

Approach

Top Top Bottom

Approach






")41(±

"413

")41(±

2"

¡ Roadway

1'-5"

D(E)

bearing pad

*Interior fabric


typ.

1'-

3"


1-11" x - Precast


1-11" x - Precast

"2

13'-

1

(Looking )

See Detail 'A'


CROSS SECTION

6"

cl.

2"

4"

3'-

3"

")4

1(±

" cl.

41

2


-11" x - Precast

D1(E)

d10(E)

e10(E)

d11(E) a10(E)a12(E)

b10(E)


*Exterior fabricadhesive as recommended by supplier.




"43

"415

a11(E)





"219 "2

17

surface, 5"

Concrete wearing

b12(E)

b11(E) or

typ.

2'-0" typ.

11" typ.

6"

b14(E)

b13(E) or

min., typ

.2" cl.

(Sheet 2 of 3)

INTERIOR EXTERIOR

2'-5"

"21

3

¡ Ke

y

"21

3

"2

14

"2

14

"21

1'-1

10"

"21

3

"2

14

"2

143" Ø Hole

Edge of

beam

"211

"2

11"4

11

11"

"4

3

"8

3

"85






B(E)

S(E) #5

#5



B(E)

#5

#5


S2(E)

D(E) #4 #4D1(E)22 32

#9B1(E)

58

B1(E) #9

58

B(E)


60° min. angle

cl.

"211 B1(E)

1'-5"

1'-2"

loops

¡ Lifting

typ.

1'-3"

1'-5"

58 -#5 S(E) bars at 6" cts.

spacing

#4 D(E) bar

5"

cts. full le

ngth,

botto

m

-#

9 B

1(E)

bars at

12"

cts. full le

ngth,

Top

-#

5 B(E)

bars at

full length, bottom

-#9 B1(E) bars at 5" cts.

full length, Top

-#5 B(E) bars at 12" cts.

miss the dowel rod holes and the lifting loops at the beam ends)

(Spacing of D(E) and D1(E) bars may be adjusted up to 3" to

(showing precast bridge approach beams)

Exterior Beam

typ.

10"

Cut to fit

Fan -#5 S3(E) bars.

except as noted

Similar about ¡

cl."2

11

Interior Beam

skew

Cut to fit

Fan -#5 S1(E) bars.



"2

18

S3(E)

S1(E)

S1(E) #5 S3(E) #5


D1(E)

D(E) or

cl.

"2

11

cl.

"212

B(E)

B1(E)

S2(E)

S(E) or

6-15-2019BA-P-39CS-L(>30°)

FABRIC BEARING PAD

LIFTING LOOP DETAIL

SECTION C-C

SECTION C-C

EACH INTERIOR BEAM

BAR LIST

EACH EXTERIOR BEAM

BAR LIST

SECTION B-B

C

PLAN VIEW

B

C

B

B B

C

C

VIEW D-D

D

D

D

D



handling.












Notes:

3"

4"

4"

3"

9"

3" 7" 9"8 spaces at 1'-6" cts. = 12'-0"

cl.

1"

typ.

6"

7"

3" Ø H

oles

1'-1

0"

9"

9"



1'-10"

3" 7"

8 spaces at 1'-6" cts. = 12'-0"

8 spaces at 1'-6" cts. = 12'-0" 9"

30'-0" End-to-end beam29'-8"

29'-8"

29'-8"

29'-8"


D1(E)

D(E) or

BARS S(E) & S2(E)

BARS D(E) & D1(E)

S3(E)

S1(E) or

S1(E) or S3(E)

S1(E) bars

1 pair of #5

S3(E) bars

1 pair of #5

BARS S1(E) & S3(E)

(fixed end only)


spacing

#4 D1(E) bar

58 -#5 S2(E) bars at 6" cts.





Notes:

STRUCTURE NO.

PRECAST BRIDGE APPROACH SLAB

3" Radius

"2

15

"2

1

Top of Beam

" Ø Conduit411

"2

18

1'-

0"

D1(E)

D(E)

"215

S1(E)

S(E) or

cl.

"212

D1(E)

D(E) orB(E)

cl.

"2

11

B1(E)

3"

cl.

1"

6"

270 ksi strands

" Ø 213-

6"7"

6" 6"

S2(E)

S(E)

SECTION COUNTY


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 3 of 3)


Pound


Epoxy Coated

Reinforcement Bars,


Sq. Yd.

8

92

92

40

80

#4

#4

#5

#5

#4

#4

#5

6'-5"

#4

#4

#4

6-15-2019BA-P-39CS-L(>30°)

29'-8"

6'-5"

14'-8"



Bar Length ShapeNo. Size

b10(E)

b11(E)

b12(E)

b13(E)

b14(E)

d10(E)

d11(E)

e10(E)

t10(E)

w10(E)

8

2

2

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$

3'-6"

parapet

End ofThreads

41

Nut

and washer

Locknut




4"

1" Ø ANCHOR BOLT

typ.

"411

BAR d10(E)

BAR a11(E)

BAR a12(E)

BAR d11(E)

Rad.

"852

2'-

7"

"437

"2

1

2'-

7

"8111

6"

Rad.

"814 "8

11'-0

"8

71'-

9

"8

71'-

9

"811'-0 1'-2"

6"

1'-

11"

BAR a10(E)

6'-6"

1'-

0"

8"

typ.

10"

typ.

"2

15

D1(E)

D(E) or"

21

Surface, 5"

Concrete Wearing

1'-

4"

footing

Approach

approach slab

Precast bridge

1'-

3"

3'-6" 3'-0"

7'-0" 3'-0"

for Structures

Granular Backfill


SECTION A-A

")4

1(±

" cl.

41

2

9"

7" 5"

Approach Slab.




cl.

2"

cl.

2"

bearing pads

" Fabric43¡

6"

a10(E) b10(E)

w10(E)

t10(E)


Strip Seal Joint

10"




15'-0" 15'-0"

2'-0"

5"

4"

5'-0"

2"


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

Standard 631031.






D

D

Bend to fit taper

a11(E)


b14(E)

b13(E) or

#5

#4

a10(E)

a11(E)

a12(E) #5 8'-2"

BILL OF MATERIAL

TWO APPROACHES





















Notes:

4"

4"

4"


"436

"8

72'-

0

"43 "4

15

11"

5"

VIEW D-D

(Sheet 1 of 3)(Beams: 36" min. width; 72" max. width)BA-P-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


'-"

out to out

Approach Sla

b at parapet

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

Skew

°

bar to fit

Bend d11(E)

Bend to fit taper.


Bend to fit taper.


d11(E) bar to fit

Cut back leg of

¡

15'-0"

15'-0"







-#5 a12(E) bars





6-15-2019


length of beam


bearing pad

Interior fabric



DETAIL 'A'

Bottom

A

B

C

D

F

E

Point

Approach

Top Top Bottom

Approach






")41(±

"413

")41(±

2"

¡ Roadway

1'-5"

D(E)

bearing pad

*Interior fabric


typ.

1'-

3"


1-11" x - Precast


1-11" x - Precast

"2

13'-

1

See Detail 'A'


6"

cl.

2"

4"

3'-

3"

")4

1(±

" cl.

41

2


-11" x - Precast

D1(E)

d10(E)

e10(E)

d11(E) a10(E)a12(E)

b10(E)






"43

"415

a11(E)





"219 "2

17

surface, 5"

Concrete wearing

b12(E)

b11(E) or

b14(E)

b13(E) or

(Looking )

CROSS SECTION



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

typ.

2'-0"

typ.

11" typ.

6"

PLAN

of Abut.

Back

min., typ

.2" cl.

(Sheet 2 of 3)

1'-5"

1'-2"

Exterior Beam

Interior Beam

loops

¡ Lifting

typ.

1'-3"

1'-5"


spacing

#4 D(E) bar

except as noted

Similar about ¡

full length, bottom


full length, Top

-#5 B(E) bars at 12" cts.Cut to fit

Fan -#5 S3(E) bars.

5"

cts. full le

ngth,

botto

m

-#

9 B

1(E)

bars at

12"

cts. full le

ngth,

Top

-#

5 B(E)

bars at

Cut to fit

Fan -#5 S1(E) bars.

typ.

10"

cl.

"211

skew




"211

"2

11"4

11

11"

"4

3

"8

3

"85




B(E)


60° min. angle

cl.

"211 B1(E)

INTERIOR EXTERIOR

2'-5"

"21

3

¡ Ke

y

"21

3

"2

14

"2

14

"21

1'-1

10"

"21

3

"2

14

"2

143" Ø Hole

Edge of

beam


B(E)

S(E) #5

#5



B(E)

#5

#5


S2(E)

D(E) #4 #4D1(E)22 32

#9B1(E)

58

B1(E) #9

58

S1(E) #5 S3(E) #5

S2(E)

S(E) or

6-15-2019

PLAN VIEW

B B

C

C

BB

C

C

SECTION C-CSECTION B-B

FABRIC BEARING PAD

EACH INTERIOR BEAM

BAR LIST

EACH EXTERIOR BEAM

BAR LIST

D

DD

D



handling.












Notes:

3"

4"

4"

9"

3" 7" 8 spaces at 1'-6" cts. = 12'-0" 9"

typ.

6"

7"

3" Ø H

oles

1'-1

0"

9"



9"

9"

1'-10"

3" 7"

8 spaces at 1'-6" cts. = 12'-0"

8 spaces at 1'-6" cts. = 12'-0"

30'-0" End-to-end beam29'-8"

29'-8"

29'-8"

29'-8"


D1(E)

D(E) or

BA-P-39CS-L(≤30°)

S3(E)

S1(E) or

S1(E) bars

1 pair of #5

S3(E) bars

1 pair of #5

(fixed end only)


spacing

#4 D1(E) bar

58 -#5 S2(E) bars at 6" cts.





Notes:

STRUCTURE NO.





"2

18

S3(E)

S1(E)


D1(E)

D(E) or

cl.

"2

11

cl.

"212

B(E)

B1(E)

LIFTING LOOP DETAIL

SECTION C-C VIEW D-D

3"

cl.

1"

BARS S(E) & S2(E)

BARS D(E) & D1(E)

S1(E) or S3(E)

BARS S1(E) & S3(E)

3" Radius

"2

15

"2

1

Top of Beam

" Ø Conduit411

"2

18

1'-

0"

D1(E)

D(E)

"215

S1(E)

S(E) or

cl.

"212

D1(E)

D(E) orB(E)

cl.

"2

11

B1(E)

3"

cl.

1"

6"

270 ksi strands

" Ø 213-

6"7"

6" 6"

S2(E)

S(E)

SECTION COUNTY


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$

BA-P-39CS-L(≤30°)(Sheet 3 of 3)


Pound


Epoxy Coated

Reinforcement Bars,


Sq. Yd.

8

92

92

40

80

#4

#4

#5

#5

#4

#4

#5

6'-5"

#4

#4

#4

6-15-2019

29'-8"

6'-5"

14'-8"




b10(E)

b11(E)

b12(E)

b13(E)

b14(E)

d10(E)

d11(E)

e10(E)

t10(E)

w10(E)

8

2

2

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$

3'-6"

parapet

End ofThreads

41

Nut

and washer

Locknut




4"

1" Ø ANCHOR BOLT

typ.

"411

BAR d10(E)

BAR a11(E)

BAR a12(E)

BAR d11(E)

Rad.

"852

2'-

7"

"437

"2

1

2'-

7

"8111

6"

Rad.

"814 "8

11'-0

"8

71'-

9

"8

71'-

9

"811'-0 1'-2"

6"

1'-

11"

BAR a10(E)

6'-6"

1'-

0"

8"

typ.

10"

typ.

"2

15

D1(E)

D(E) or"

21

Surface, 5"

Concrete Wearing

1'-

4"

footing

Approach

approach slab

Precast bridge

1'-

3"

3'-6" 3'-0"

7'-0" 3'-0"

for Structures

Granular Backfill


SECTION A-A

")4

1(±

" cl.

41

2

9"

7" 5"

Approach Slab.




cl.

2"

cl.

2"

bearing pads

" Fabric43¡

6"

a10(E) b10(E)

w10(E)

t10(E)

10"


15'-0" 15'-0"

2'-0"

5"

4"

5'-0"

2"


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

Standard 631031.






D

D

Bend to fit taper

a11(E)


b14(E)

b13(E) or

#5

#4

a10(E)

a11(E)

a12(E) #5 8'-2"

BILL OF MATERIAL

TWO APPROACHES




Strip Seal Joint





















Notes:

4"

4"

4"


"436

"8

72'-

0

"43 "4

15

11"

5"

VIEW D-D

(Sheet 1 of 3)BA-P-39CS-R(>30°) (Beams: 36" min. width; 72" max. width)

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$

1'-

5"

"2

19

1'-

5"

"2

17


'-"

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

See S

ec A-A

of A

ppro

ach

Footing.

6" cts. To

p an

d bottom

20-#

5 w10(E) bars at

Bend to fit taper.


Bend to fit taper.


d11(E) bar to fit

Cut back leg of

A A

B

F


15'-0"

15'-0"

Bend d11(E) bar to fit

"2

17

"2

19






-#5 a12(E) bars





6-15-2019


¡ Roadway

1'-5"

D(E)

bearing pad

*Interior fabric


typ.

1'-

3"


1-11" x - Precast


1-11" x - Precast

"2

13'-

1

See Detail 'A'


6"

cl.

2"

4"

3'-

3"

")4

1(±

" cl.

41

2


-11" x - Precast

D1(E)

d10(E)

e10(E)

d11(E) a10(E)a12(E)

b10(E)






"43

"415

a11(E)





"219 "2

17

surface, 5"

Concrete wearing

b12(E)

b11(E) or

b14(E)

b13(E) or

(Looking )

CROSS SECTION

length of beam


bearing pad

Interior fabric



DETAIL 'A'

Bottom

A

B

C

D

F

E

Point

Approach

Top Top Bottom

Approach






")41(±

"413

")41(±

2"

typ.

6"

typ.

2'-0"

typ.

11"

Skew

°

PLAN

min., typ

.2" cl.

(Sheet 2 of 3)

1'-5"

1'-2"

loops

¡ Lifting

typ.

1'-3"

1'-5"


spacing

#4 D(E) bar

5"

cts. full le

ngth,

botto

m

-#

9 B

1(E)

bars at

12"

cts. full le

ngth,

Top

-#

5 B(E)

bars at

full length, bottom


full length, Top





Exterior Beam

typ.

10"

Cut to fit

Fan -#5 S3(E) bars.

except as noted

Similar about ¡

Interior Beam

skew

Cut to fit

Fan -#5 S1(E) bars.

cl.

"21

1

"211

"2

11"4

11

11"

"4

3

"8

3

"85




B(E)


60° min. angle

cl.

"211

S2(E)

S(E) or

B1(E)


B(E)

S(E) #5

#5



B(E)

#5

#5


S2(E)

D(E) #4 #4D1(E)22 32

#9B1(E)

58

B1(E) #9

58

S1(E) #5 S3(E) #5

INTERIOR EXTERIOR

2'-5"

"21

3

¡ Ke

y

"21

3

"2

14

"2

14

"21

1'-1

10"

"21

3

"2

14

"2

143" Ø Hole

Edge of

beam

6-15-2019BA-P-39CS-R(>30°)

C

PLAN VIEW

B

C

B

B B

C

C

SECTION C-CSECTION B-B

EACH INTERIOR BEAM

BAR LIST

EACH EXTERIOR BEAM

BAR LIST

FABRIC BEARING PAD

D

D D

D



handling.












Notes:

3"

4"

4"


8 spaces at 1'-6" cts. = 12'-0" 9"

8 spaces at 1'-6" cts. = 12'-0"

3" 7"

1'-10"


¡ 2" Ø Holes for dowel3" Ø H

oles

1'-1

0"

9"

9"

7"

typ.

6"

8 spaces at 1'-6" cts. = 12'-0" 9"3" 7"

9"

29'-8"

29'-8"

29'-8"

29'-8"


D1(E)

D(E) or

S3(E)

S1(E) or

58 -#5 S2(E) bars at 6" cts.

spacing

#4 D1(E) bar

(fixed end only)


S3(E) bars

1 pair of #5

S1(E) bars

1 pair of #5





Notes:

STRUCTURE NO.





"2

18

S3(E)

S1(E)


D1(E)

D(E) or

cl.

"2

11

cl.

"212

B(E)

B1(E)

LIFTING LOOP DETAIL


3"

cl.

1"

BARS S(E) & S2(E)

BARS D(E) & D1(E)

S1(E) or S3(E)

BARS S1(E) & S3(E)

3" Radius

"2

15

"2

1

Top of Beam

" Ø Conduit411

"2

18

1'-

0"

D1(E)

D(E)

"215

S1(E)

S(E) or

cl.

"212

D1(E)

D(E) orB(E)

cl.

"2

11

B1(E)

3"

cl.

1"

6"

270 ksi strands

" Ø 213-

6"

7"

6" 6"

S2(E)

S(E)

SECTION COUNTY


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$

BA-P-39CS-R(>30°)(Sheet 3 of 3)


Pound


Epoxy Coated

Reinforcement Bars,


Sq. Yd.

8

92

92

40

80

#4

#4

#5

#5

#4

#4

#5

6'-5"

#4

#4

#4

6-15-2019

29'-8"

6'-5"

14'-8"




b10(E)

b11(E)

b12(E)

b13(E)

b14(E)

d10(E)

d11(E)

e10(E)

t10(E)

w10(E)

8

2

2

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$

3'-6"

parapet

End ofThreads

41

Nut

and washer

Locknut




4"

1" Ø ANCHOR BOLT

typ.

"411

BAR d10(E)

BAR a11(E)

BAR a12(E)

BAR d11(E)

Rad.

"852

2'-

7"

"437

"2

1

2'-

7

"8111

6"

Rad.

"814 "8

11'-0

"8

71'-

9

"8

71'-

9

"811'-0 1'-2"

6"

1'-

11"

BAR a10(E)

6'-6"

1'-

0"

8"

typ.

10"

typ.

"2

15

D1(E)

D(E) or"

21

Surface, 5"

Concrete Wearing

1'-

4"

footing

Approach

approach slab

Precast bridge

1'-

3"

3'-6" 3'-0"

7'-0" 3'-0"

for Structures

Granular Backfill


SECTION A-A

")4

1(±

" cl.

41

2

9"

7" 5"

Approach Slab.




cl.

2"

cl.

2"

bearing pads

" Fabric43¡

6"

a10(E) b10(E)

w10(E)

t10(E)

10"


15'-0" 15'-0"

2'-0"

5"

4"

5'-0"

2"


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

Standard 631031.






D

D

Bend to fit taper

a11(E)


b14(E)

b13(E) or

#5

#4

a10(E)

a11(E)

a12(E) #5 8'-2"




Strip Seal Joint

BILL OF MATERIAL

TWO APPROACHES





















Notes:

4"

4"

4"


"436

"8

72'-

0

"43 "4

15

11"

5"

VIEW D-D

(Sheet 1 of 3)6-15-2019 (Beams: 36" min. width; 72" max. width)BA-P-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


'-"

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

bar to fit

Bend d11(E)

Bend to fit taper.


Bend to fit taper.


d11(E) bar to fit

Cut back leg of

A A

10'-0

" Appro

ach

Footi

ng

15'-0"

15'-0"







-#5 a12(E) bars




length of beam


bearing pad

Interior fabric



DETAIL 'A'

Bottom

A

B

C

D

F

E

Point

Approach

Top Top Bottom

Approach






")41(±

"413

")41(±

2"

¡ Roadway

1'-5"

D(E)

bearing pad

*Interior fabric


typ.

1'-

3"


1-11" x - Precast


1-11" x - Precast

"2

13'-

1

See Detail 'A'


6"

cl.

2"

4"

3'-

3"

")4

1(±

" cl.

41

2


-11" x - Precast

D1(E)

d10(E)

e10(E)

d11(E) a10(E)a12(E)

b10(E)






min., typ

.2" cl.

"43

"415

a11(E)





"219 "2

17

surface, 5"

Concrete wearing

b12(E)

b11(E) or

b14(E)

b13(E) or

(Looking )

CROSS SECTION



typ.

2'-0"

typ.

11"

typ.

6"

Footi

ng. S

ee S

ec A-A

Top an

d botto

m of A

ppro

ach

20-#

5 w10

(E) ba

rs at 6

" cts.

Skew

°

PLAN

(Sheet 2 of 3)




1'-5"

1'-2"

Exterior Beam

Interior Beam

loops

¡ Lifting

typ.

1'-3"

1'-5"


spacing

#4 D(E) bar

except as noted

Similar about ¡

full length, bottom


full length, Top


Cut to fit

Fan -#4 S3(E) bars.

5"

cts. full le

ngth,

botto

m

-#

9 B

1(E)

bars at

12"

cts. full le

ngth,

Top

-#

5 B(E)

bars at

Cut to fit

Fan -#4 S1(E) bars.

typ.

10"

skew

cl.

"211

INTERIOR EXTERIOR

2'-5"

"21

3

¡ Ke

y

"21

3

"2

14

"2

14

"21

1'-1

10"

"21

3

"2

14

"2

143" Ø Hole

Edge of

beam

"211

"2

11"4

11

11"

"4

3

"8

3

"85





B(E)

S(E) #5

#5



B(E)

#5

#5


S2(E)

D(E) #4 #4D1(E)22 32

#9B1(E)

58

B1(E) #9

58

B(E)


60° min. angle

cl.

"211 B1(E)

S1(E) #5 S3(E) #5

S2(E)

S(E) or

6-15-2019

PLAN VIEW

B B

C

C

BB

C

C

FABRIC BEARING PAD

SECTION C-C

EACH INTERIOR BEAM

BAR LIST

EACH EXTERIOR BEAM

BAR LIST

SECTION B-B

D

D D

D



handling.












Notes:

3"

4"

4"


8 spaces at 1'-6" cts. = 12'-0"

8 spaces at 1'-6" cts. = 12'-0"

9"3" 7"

1'-10"

3" Ø H

oles

1'-1

0"

9"rods at fixed ends only


9"

7"

typ.

6"

9"3" 7"

9"

8 spaces at 1'-6" cts. = 12'-0"

29'-8"

29'-8"

29'-8"

29'-8"

(Beams: 36" min. width; 72" max. width)BA-P-39CS-R(≤30°)

D1(E)

D(E) or

S3(E)

S1(E) or

58 -#5 S2(E) bars at 6" cts.

spacing

#4 D1(E) bar

(fixed end only)


S3(E) bars

1 pair of #5

S1(E) bars

1 pair of #5





Notes:

STRUCTURE NO.





"2

18

S3(E)

S1(E)


D1(E)

D(E) or

cl.

"2

11

cl.

"212

B(E)

B1(E)

LIFTING LOOP DETAIL


3"

cl.

1"

BARS S(E) & S2(E)

BARS D(E) & D1(E)

S1(E) or S3(E)

BARS S1(E) & S3(E)

3" Radius

"2

15

"2

1

Top of Beam

" Ø Conduit411

"2

18

1'-

0"

D1(E)

D(E)

"215

S1(E)

S(E) or

cl.

"212

D1(E)

D(E) orB(E)

cl.

"2

11

B1(E)

3"

cl.

1"

6"

270 ksi strands

" Ø 213-

6"7"

6" 6"

S2(E)

S(E)

SECTION COUNTY


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$

BA-P-39CS-R(≤30°)(Sheet 3 of 3)


Pound


Epoxy Coated

Reinforcement Bars,


Sq. Yd.

8

92

92

40

80

#4

#4

#5

#5

#4

#4

#5

6'-5"

#4

#4

#4

6-15-2019

29'-8"

6'-5"

14'-8"




b10(E)

b11(E)

b12(E)

b13(E)

b14(E)

d10(E)

d11(E)

e10(E)

t10(E)

w10(E)

8

2

2

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$

3'-6"

parapet

End ofThreads

41

Nut

and washer

Locknut




4"

1" Ø ANCHOR BOLT

typ.

"411

BAR d10(E)

BAR a11(E)

BAR a12(E)

BAR d11(E)

Rad.

"852

2'-

7"

"437

"2

1

2'-

7

"8111

6"

Rad.

"814 "8

11'-0

"8

71'-

9

"8

71'-

9

"811'-0 1'-2"

6"

1'-

11"

BAR a10(E)

6'-6"

1'-

0"

8"

typ.

10"

typ.

"2

15

D1(E)

D(E) or"

21

Surface, 5"

Concrete Wearing

1'-

4"

footing

Approach

approach slab

Precast bridge

1'-

3"

3'-6" 3'-0"

7'-0" 3'-0"

for Structures

Granular Backfill


SECTION A-A

")4

1(±

" cl.

41

2

9"

7" 5"

Approach Slab.




cl.

2"

cl.

2"

bearing pads

" Fabric43¡

6"

a10(E) b10(E)

w10(E)

t10(E)

10"


15'-0" 15'-0"

2'-0"

5"

4"

5'-0"

2"


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

Standard 631031.






D

D

Bend to fit taper

a11(E)


b14(E)

b13(E) or

#5

#4

a10(E)

a11(E)

a12(E) #5 8'-2"




Strip Seal Joint

BILL OF MATERIAL

TWO APPROACHES





















Notes:

4"

4"

4"


"436

"8

72'-

0

"43 "4

15

11"

5"

VIEW D-D

(Sheet 1 of 3)BA-P-44CS-0 (Beams: 36" min. width; 72" max. width)

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$

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.

¡

bottom of slab, typ.

2-#5 b11(E) bar top and

typ.

2'-0" Bend to fit taper.

1-#4 b12(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.

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.

typ.

11"


15'-0"

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

"218

1'-5"

"2

13'-

6 3'-

8"

d10(E)

e10(E)

d11(E)

min., typ

.2" cl.

"218

16-#5 a10(E) bars at 12" cts.


16-#4 a11(E) bars at 12" cts.

-#

4 b10(E)

bars at 12"

cts.



16-#5 a12(E) bars

6"

6-15-2019

length of beam


bearing pad

Interior fabric



DETAIL 'A'

Bottom

A

B

C

D

F

E

Point

Approach

Top Top Bottom

Approach






")41(±

"413

")41(±

2"

¡ Roadway

D(E)

bearing pad

*Interior fabric


typ.

1'-

3"


1-11" x - Precast


1-11" x - Precast

(Looking )

See Detail 'A'


CROSS SECTION

6"

cl.

2"

4"

")4

1(±

" cl.

41

2


-11" x - Precast

D1(E)

b11(E)

a10(E)

b12(E)

a12(E)

b10(E)






"43

"415

a11(E)





surface, 5"

Concrete wearing

PLAN

(Sheet 2 of 3)

Interior Beam

bar spacing

#4 D(E)

bar spacing

#5 S(E)

typ.

1'-3"

¡ Lifting loops

Exterior Beam

5"

cts. full le

ngth,

botto

m

-#

9 B

1(E)

bars at

12"

cts. full le

ngth, top

-#

5 B(E)

bars at

5"

cts. full le

ngth,

botto

m

-#

9 B

1(E)

bars at

12"

cts. full le

ngth, top

-#

5 B(E)

bars at

except as noted

Symmetrical about ¡

typ.

10"

1'-5"

1'-2"

"211 "2

17

1'-5"

"211 "2

17

B(E)


60° min. angle

cl.

"211

S1(E)

S(E) or

B1(E)

S1(E)

S(E) or

"211

"2

11"4

11

11"

"4

3

"8

3

"85




¡ Key

"213

2'-5"

"213

"2

14

"2

14

"211'-1

10" "213

"2

14

"2

14

3" Ø Hole

Edge of beam

INTERIOR EXTERIOR


B(E)

S(E) #5

#5



B(E)

#5

#5


S1(E)

D(E) #4 #4D1(E)22 32

#9B1(E)

58

B1(E) #9

58

6-15-2019BA-P-44CS-0

C

C

C

B B

BB

PLAN

SECTION B-B SECTION C-C

FABRIC BEARING PAD

EACH INTERIOR BEAM

BAR LIST

EACH EXTERIOR BEAM

BAR LISTC

3"

4"

4"



handling.












Notes:


3" 7"

3"

9"

28 Spaces at 6" = 14'-0"

8 Spaces at 1'-6" = 12'-0"

3" Ø Holes

1'-10"

9"

9"

7"



typ.

6"

3" 7" 8 Spaces at 1'-6" = 12'-0"

1'-10" 8 Spaces at 1'-6" = 12'-0"

28 Spaces at 6" = 14'-0"

9"

3"

29'-8"

29'-8"

29'-8"

29'-8"


D1(E)

D(E) or

bar spacing

#4 D1(E)

(fixed end only)


bar spacing

#5 S1(E)





Notes:

STRUCTURE NO.


3" Radius

"2

15

"2

1

Top of Beam

" Ø Conduit411

"2

18

1'-

0"

D1(E)

D(E) "215


S1(E)

S(E) or

cl.

"212

D1(E)

D(E) orB(E)

cl.

"2

11

B1(E)



LIFTING LOOP DETAIL

SECTION C-C

3"

cl.

1"

6"

270 ksi strands

" Ø 213-

6"7"

6" 6"

S1(E)

S(E)

BARS D(E) & D1(E) BARS S(E) & S1(E)

SECTION COUNTY


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 3 of 3)6-15-2019BA-P-44CS-0 (Beams: 36" min. width; 72" max. width)

BAR d10(E)

VIEW D-D

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$

3'-6"

parapet

End ofThreads

41

Nut

and washer

Locknut




4"

1" Ø ANCHOR BOLT

D1(E)

D(E) or"

21

Surface, 5"

Concrete Wearing

1'-

4"

footing

Approach

approach slab

Precast bridge

1'-

3"

3'-6" 3'-0"

7'-0" 3'-0"

for Structures

Granular Backfill

SECTION A-A

")4

1(±

" cl.

41

2

9"

7" 5"

Approach Slab.




cl.

2"

cl.

2"

bearing pads

" Fabric43¡

6"

a10(E) b10(E)

w10(E)

t10(E)

10"


a11(E)



4"

Rad.

"212 "2

17

"4

32'-

10

"439

"8

7

2'-

10

6"

4"

4"

"436

"415"4

3

"8

72'-

0

11"

10"

typ.

"411

BAR a11(E)

BAR a12(E)

BAR a10(E)

6'-6"

1'-

0"

8"

typ.

10"

typ.

"2

15


Pound


Epoxy Coated

Reinforcement Bars,


Sq. Yd.

32

32

16

92

92

48

80

#5

#4

#5

#5

#5

#4

#4

#5

7'-0"

9'-8"

#4

29'-8"

14'-8"

6'-5"

14'-8"



a10(E)

a11(E)

b10(E)

b11(E)

d10(E)

d11(E)

e10(E)

t10(E)

w10(E)

a12(E) 64 #5 8'-2"

b12(E) 4 #4 14'-8"

BILL OF MATERIAL

TWO APPROACHES


Strip Seal Joint





















Notes:

BAR d11(E)

Rad.

"814 "8

11'-0

"8

71'-

9

"8

71'-

9

"811'-0 1'-2"

6"

1'-

11"


15'-0" 15'-0"

2'-0"

4"

5'-0"

2"


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

Standard 631031.






D

D

Bend to fit taper

b14(E)

b13(E) or



10"

Documents

CELL / MODEL NAME DESCRIPTION DATE...CELL / MODEL NAME DESCRIPTION DATE BA-P-44CS-0 (3 of 3) Bridge Approach; Precast; 44 in. Constant Slope; No skew 6/15/2019 Approach Slabs-Bridge