SCOPE OF WORK LOADING HL-93 DESIGN SPECIFICATIONS …

4'-0''

4'-0''12'-0''12'-0''4'-0''

4'-0'' 62'-4" (Span 3)78'-0" (Span 2)62'-4" (Span 1)

61'-

6''

1'-

5''

1'-

5"

Lanes

24'-0''

Shld.

4'-0''

Shld.

4'-0''

Shldr

''2

16'-

7

Shldr

''2

16'-

7

1'-

5''

1'-

5''

2'-

11"

210'-8" Bk. to Bk. Abutments

typ.

10'-0''

typ.

±8'-0"

1"

Open Jt.

61°08'00"

"2

172'-

1

NB Lanes

36'-

0''

Shld.

16'

Stage 1 Const.

43'-

0''

Stage III Const.

''2

151'-

4Stage II Const.

39'-

3''

25'-0''

SB Lanes

36'-

0''

to 11'-

9"

E.

Abut.

15'-

11 1/2"

W.

Abut.

Shld.

Varie

s

8501 W. Higgins Road; Suite 280

Chicago, Illinois 60631; (773) 399-0112

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Specifications, Customary U.S. Units, 9th Edition

2020 AASHTO LRFD Bridge Design

fy = 50,000 psi (M270 Grade 50)

fy = 60,000 psi (Reinforcement)

f'c = 4,000 psi (Superstructure)

f'c = 3,500 psi (Substructure)

D1

DS

New Construction:

LOADING HL-93

DESIGN SPECIFICATIONS

DESIGN STRESSES

SEISMIC DATA

NOTES:

New Construction:

FIELD UNITS (New Construction)

E

Tw

p.

37

NN 11 12

14 13

LOCATION SKETCH

Range 10E Of The 3 P.M.

I-55

Joliet

Road

I-55

PLAN

EF E

N

ELEVATION

SCOPE OF WORK HIGHWAY CLASSIFICATION

Elev. 750.39

Sta. 299+84.29

Bk. W. Abut.

El. 750.43

Sta. 299+88.29

¡ Brg. W. Abut.

Increase

Stations

Increase

Stations

El. 750.56

Sta. 300+21.44

¡ Pier 1

El. 750.96

Sta. 300+50.61

¡ Pier 1

El. 751.64

Sta. 301+28.61

¡ Pier 2

El. 750.01

Sta. 299+59.11

¡ Brg. W. Abut.

Elev. 749.98

Sta. 299+55.11

Bk. W. Abut.

El. 752.18

Sta. 301+90.95

¡ Brg. E. Abut.

Sta. 14+33.85 (Joliet Rd.)

Sta. 300+49.14 (F.A.I. I-55)


Sta. 300+63.71 (SB PGL)


Sta. 300+34.56 (NB PGL)

Slab (Typ.)

Approach

30' Bridge

Sta. 299+58.92

Light Pole

Sta. 301+90.01

Light Pole

GENERAL PLAN

to out bridge width varies from 119'-2 7/8" to 123-6 18". Traffic shall be maintained utilizing stage construction.

The structure is skewed 61*08' left advanced. The overall length measures 210'-8" back to back of abutment with an out

on concrete piles. the Piers are multi-column piers rectangular concrete pier substructure units on spread footings.

structure is comprised of a three span, non-composite, continuous 36" steel wide flange beams on stub abutments founded

US66A (North Ramp), Section 29R1-HB, at Station 684+80.6. Structure was widened in 1976 and 1987. The existing

Existing Structures: Structure Number 099-0028 was originally constructed in 1955 as IN 187(5), FA Rt.34 (US 66) over

No Salvage

£ Joliet Rd.

NB I-55 P.G.

SB I-55 P.G.

P.G.

Joliet Rd. P.G.

Type 6B Std. 631033 (typ.)

Traffic Barrier Terminal

1.5%1.5%

F.A.I. RTE. 55 (I-55)

F.A.U. RTE 378 (JOLIET RD)

SB-01

SB-03SB-04

SB-02

Elev. ± 725.1

Elev. ± 743.4Elev. ± 741.5*

*

*At rt. L's to Skew

vertical clearance

Point of minimum

Elev. 752.21

Sta. 301+94.95

Bk. E. Abut.

Elev. 751.82

Sta. 301+65.77

Bk. E. Abut.

El. 751.79

Sta. 301+61.77

¡ Brg. E. Abut.

El. 751.24

Sta. 300+99.44

¡ Pier 2

Line, typ.

Existing Ground

STRUCTURE NO. SN 099-0028

STATION 300+49.14

WILL COUNTY

F.A.I. RTE. 55 - SEC. (29-R1HP)99R-4

I-55 OVER JOLIET ROAD

GENERAL PLAN & ELEVATION

Two-Way Traffic

Posted Speed: 55 m.p.h.

Design Speed: 60 m.p.h.

DHV: 23,401 (2032)

ADTT:14,816 (2019); 37,440 (2032)

ADT:92,600 (2019); 234,005 (2032)

Functional Class: Interstate

One-Way Traffic

Posted Speed: 45 m.p.h.

Design Speed: 50 m.p.h.

DHV: 1,811 (2032)

ADTT:6,195 (2019); 3,802 (2032)

ADT:29,500 (2019); 18,104 (2032)

Functional Class: Arterial

Ramp £

Entrance

¡ F.A.I. 552'-

11"

Vert. Clearance

Minimum 14'-9"

Footing

Spread

All Structural steel shall be hot dipped galvanized.

elevations after grinding.

The profile grade shows the final

bridge deck and the bridge approach slabs.

Up to Ɓ inch may be ground off the

Soil Site Class = C

Design Spectral Acceleration at 0.2 sec. (S ) = 0.122 g

Design Spectral Acceleration at 1.0 sec. (S ) = 0.065 g

Seismic Performance Zone (SPZ) = 1

¡ F.A.I. 55

Measured along

**

*

**

**

4.00 %

to be reinstalled on new foundation, typ.

Remove existing Light Pole and Luminaire

Entrance Ramp

Only.

at West Abut.

Retention System

Temporary Soil

Piling, typ.

Temporary Sheet

Piling, typ.

Temporary Sheet

Type 6B Std. 631033


Type 6B Std. 631033


Structure

Proposed

1:2 (V:H) 1:2 (V:H

)

**

Elev. ± 724.9

FIELD UNITS (Existing Construction)

fy = 60,000 psi (Reinforcement)

f'c = 4,000 psi (Substructure)

typ.

Structure

Limits of Existing

Elev. 753.835

Bench Mark: BM #3. " " Cut on top at the west end of the northern parapet wall of bridge of I-55 over Joliet Rd.

See Roadway Plans for Traffic Control

Shell Piles typ.

Piles and New Metal

Existing Concrete

(Composite full length)

W36

Only.

at West Abut.

Retention System

Temporary Soil

Allow for 25#/sf future wearing surface.

Sewer

Storm

Existing

SB-05

SB-06

SB-07

SB-08

Replace bridge deck expansion joints.8.

Remove and replace existing approach slabs.7.

Replace existing bearings with elastomeric.6.

repairs and fill piers windows at existing piers.

Construct bearing pedestals, complete substructure5.

Widen existing piers & abutments on NB & SB sides.4.

Joliet Road.

Remove and Replace underpass lighting over existing 3.

accommodate the new bridge width.

Remove and replace existing bridge superstructure to 2.

Widen embankment cone at abutments on NB & SB sides.1.

Sides, typ.

spacing, Both

DS-11 Scupper

Utility Box

" E.

Abut.

21

14'-

10

10'-

8"

W.

Abut.

Lane

Varie

s

115+00

15+

00

300+00

PI Sta 111

+19.5

2

PI Sta 115

+38.2

2

1 3

SECTION COUNTY

ILLINOIS FED. AID PROJECT

55 3 1

TOTAL

SHEETS

SHEET

NO.RTE.

(29-R1HB)99R-4

CONTRACT NO. 62H03DEPARTMENT OF TRANSPORTATION

STATE OF ILLINOIS

USER NAME =

PLOT SCALE =

PLOT DATE =

DESIGNED REVISED

REVISED

REVISED

REVISED

F.A.I.

WILL

SHEET OF SHEETS

-

-

-

-

-

-

-

-

HA

KW

OM

HA

CHECKED

DRAWN

CHECKED

SN 099-0028

8:49:57 PM12/16/2020

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BBS Approved

1'-0'' 1'-0''

''211'-10

9''

Joint

1" Open

1'-6''

1'-0" 1'-0"

''211'-4 ''2

11'-4

1'-0"1'-5 1/8" to 5'-5 3/8"

''211'-10

3'-0''''434'-9''4

34'-9

2 Spa. at 4-0" = 8'-0" at ¡ Brg. W. Abut.

3'-0'' 7 Spaces at 6'-9" = 47'-3''

1'-0''

1'-0'' ''211'-10

9''

Joint

1" Open

1'-0"1'-0"

''211'-4 ''2

11'-4

1'-0"

1'-9''''2

13'-10

2'-6''

''211'-10

''214'-8

''211'-10

1'-6'' 1'-0''Stage II Widening

" to 1'-11"216'-1

5 Spaces at 6'-9" = 33'-9'' 3'-0''''434'-9''4

34'-9

Stage II Removal

" to 37'-4"2133'-1

7 Spaces at 6'-9" = 47'-3''Spaces at 6'-9" = 27'-0''3'-0''

1'-0"1'-0''''2

11'-10

''214'-8

2'-6''

1'-0''''2

1111'-0''

61'-6''

"211'-10

1'-9''1'-6''

3'-0'' 7 Spaces at 6'-9" = 47'-3'' 3'-0''''434'-9''4

34'-910 Spaces at 6'-9" = 67'-6''

Deck"

41

8

61'-6''''2172'-1

typ.

3'-

8"

3'-0'' 10 Spaces at 6'-9" = 67'-6'' 7 Spaces at 6'-9" = 47'-3''

6'-7''

Stage I Removal

37'-11''

''2172'-1

Stage III Construction

18'-6''

Stage III Construction

''2132'-10

7 Spaces at 6'-9" = 47'-3''''214'-4

''211'-7 ''2

11'-7

''211'-7''2

11'-7

''851'-7 ''8

31'-7

''415

''211'-7''2

11'-7

Varies

VariesVaries

3'-0''''434'-9''4

34'-9

Lane

11'-0''

Lane

11'-0''

Lane

11'-0''

Lane

11'-0''

Lane

11'-0''

Lane

11'-0''

Lane

11'-0''

Lane

11'-0''

Lane

11'-0''

Lane

11'-0''

Lane

11'-0"

Lane

11'-0''

Lane

11'-0''

Lane

11'-0''

Lane

11'-0''

Lane

11'-0''

Lane

11'-0"

Lane

11'-0''

Lane

12'-0''

Lane

12'-0''

Lane

12'-0''

Varies from 10'-8"

''211'-5''2

11'-5

Shoulder

16'-0"

Lane

12'-0''

Lane

12'-0''

Lane

12'-0''

Shoulder

"216'-7

Shoulder

''216'-7

"21Varies from 15'-11

Stage I Const.

43'-0''

Stage II Const.

39'-3''

Parapet

1'-7''

Parapet

1'-5''

Parapet

1'-5''

Parapet

1'-5''

Parapet

1'-5''

Parapet

1'-5''

Parapet

1'-5''

Parapet

1'-5''

54'-11''

61'-6''

64'-3" ¡ Brg. W. Abut. to 68'-5 1/2" ¡ Brg. E. Abut.

Stage III Removal

''2131'-1

Stage III Removal

17'-0''



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CROSS SECTION

***

**

*


STATION 300+49.14

WILL COUNTY

F.A.I. RTE. 55 - SEC. (29-R1HP)99R-4


CROSS SECTION

After Grinding.

approach slabs.

ground off the bridge deck and bridge

Prior to grinding. Up to 1/4" may be

Stage Construction Line, typ.

¡ Exist. & Prop. F.A.I. RTE. 55

Typ.

DS-11,

Type

Scupper

Drainage

212019181716151

765432 1098 1211 1413

STAGE I REMOVAL & CONSTRUCTION" at ¡ Brg. E. Abut.2

1" = 12'-2412 Spa. at 6'-1

(typ.)

Girder

Existing

21201918171615654321

STAGE II REMOVAL & CONSTRUCTION

1413121110987

21201918171615654321

STAGE III REMOVAL & CONSTRUCTION

*

**

"/ft.41"/ft.16

3"/ft.16

3

Typ.

DS-11,

Type

Scupper

Drainage

Crown*** NB PGL SB PGL***

"/ft.41

"/ft.41"/ft.4

1"/ft.41

conduits to be removed and replaced, typ.

Exist. Under Lighting fixtures and

LaneShoulder

**

"/ft.163

"/ft.163

"/ft.163

"/ft.41

and size to be determined

Fiber optic cable, number

Crown

to 11'-9"

FINAL CROSS-SECTION

212019181716151413121110987654321

Widening

Stage I

"21to 14'-10

(NORTHBOUND)(SOUTHBOUND)

(SOUTHBOUND) (NORTHBOUND)



(Comp. Full Length), typ.

Prop. W 36 Girder

2" � Conduit

(LOOKING EAST)

(LOOKING EAST)

(LOOKING EAST)

(LOOKING EAST)

*

1" Open

Joint

1" Open

Joint2" � Conduit




2 3

SECTION COUNTY


55 3 2

TOTAL

SHEETS

SHEET

NO.RTE.

(29-R1HB)99R-4


STATE OF ILLINOIS

USER NAME =

PLOT SCALE =

PLOT DATE =

DESIGNED REVISED

REVISED

REVISED

REVISED

F.A.I.

WILL

SHEET OF SHEETS

-

-

-

-

-

-

-

-

HA

KW

OM

HA

CHECKED

DRAWN

CHECKED

SN 099-0028

8:50:00 PM12/16/2020

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BBS Approved

6"

1'-0"

6"

1'-2" 1'-6"1'-8"

4'-4"

1'-0"

''811'-11

''811'-11

Min.

3'-

6"

Min.

1'-

0"

at rt. L's

10'-0"

at rt. L's

± 8'-0"



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1

1

Strip Seal Exp. Jt.

Approach Slab

Construction Joint

¡ Brg.

CROSS SECTIONS & DETAILS

+0.87% +0.86%

undisturbed embankment

Poured against2'-

0"

A

A

4"

6"

full length

2" PJF6"

2'-

0"

Edge of deck

SECTION A-A

6"

6"

4"

Slopewall 4"

6"

1:2 (V:H)

5'-0"

2'-0"

1'-

0"

pipe underdrain

4" Ø Perforated

1'-

0"

Drainage Aggregate

French Drains

Geotechnical Fabric for

4"

Wall Drain

Geocomposite

Bridge Omission Bridge Approach Slab

(Looking West)

PIER SKETCH

Ele

v.

748.7

6

Sta.

298

+15.6

1

Ele

v.

749.9

0

Sta.

299

+27.2

4

Ele

v.

753.5

8

Sta.

303

+53.5

8

1

1

Strip Seal Exp. Jt.

Approach Slab

Construction Joint

¡ Brg.

2'-0"

1'-

0"

pipe underdrain

4" Ø Perforated

1'-

0"

Drainage Aggregate

French Drains

Geotechnical Fabric for

4"

Wall Drain

Geocomposite

Bridge Omission Bridge Approach Slab

Note:Hatched area indicates Concrete Removal.

SUPPORTED STUB ABUTMENT

SECTION THRU EXISTING PILE

SUPPORTED STUB ABUTMENT

SECTION THRU PROPOSED PILE

Piles

Exis. Conc.

CONCRETE SLOPEWALL

SECTION THRU PROPOSED

¡ Pier

design

As req'd. by

full length

2" PJF

¡ I-55

¡ I-55

Match Line

Match Line

(Horiz. Dimensions @ Rt. 's )

(Horiz. Dimensions @ Rt. 's )


STATION 300+49.14

WILL COUNTY

F.A.I. RTE. 55 - SEC. (29-R1HP)99R-4


GENERAL DETAILS

Ele

v.

752.3

2

Sta.

302

+22.6

7

Ele

v.

733.9

8

Sta.

12

+06.2

8

Ele

v.

731.8

6

Sta.

16

+06.3

6

Ele

v.

732.7

4

Sta.

13

+00.0

0

Ele

v.

731.4

7

Sta.

14

+00.0

0

Ele

v.

730.9

9

Sta.

15

+00.0

0

Bk. of Abut.

Bk. of Abut.

EXISTING PROFILE GRADE JOLIET RD.

of Abut.

Front Face

Bearings

New Elastomeric

Bearings

New Elastomeric

final design.

determined during

Dimensions to be

Bearings, typ.

to accommodate new

Concrete Pedestals

be determined during final design.

new Bearings, typ. Dimensions to

Concrete Pedestals to accommodate

be determined during final design.

new Bearings, typ. Dimensions to

Concrete Pedestals to accommodate

Elev. ± 724.9 (Pier 2)

Elev. ± 725.1 (Pier 1)

Elev. ± 731.0 (Pier 2)

Elev. ± 731.6 (Pier 1)

Granular Backfill for Structures

Granular Backfill for Structures

PROFILE GRADE F.A.I. I-55 SB

EXISTING AND PROPOSED

PROFILE GRADE F.A.I. I-55 NB

EXISTING AND PROPOSED

design

As req'd. by

Metal Shell Piles

Typ. fill of pier windows under pier cap

(Comp. full length)

W36

(Comp. full length)

W36

2"

3 3

SECTION COUNTY


55 3 3

TOTAL

SHEETS

SHEET

NO.RTE.

(29-R1HB)99R-4


STATE OF ILLINOIS

USER NAME =

PLOT SCALE =

PLOT DATE =

DESIGNED REVISED

REVISED

REVISED

REVISED

F.A.I.

WILL

SHEET OF SHEETS

-

-

-

-

-

-

-

-

HA

KW

OM

HA

CHECKED

DRAWN

CHECKED

SN 099-0028

8:50:01 PM12/16/2020

FIL

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BBS Approved

SCOPE OF WORK LOADING HL-93 DESIGN SPECIFICATIONS …

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