-

-

-

-

DESIGNEDplotla

bel.tbl

200211

PE

N

TA

BL

E:

PL

OT

DRIV

ER:

FIL

E

NA

ME:

H

RG

PR

OJ.

CO

NT

AC

T:

HR

G

PR

OJ

EC

T

NO.:

200211.0

7_Str_S

N 006-019

0_

TS

L.d

gn

IL_pdf

_b

w.plt

cf

g

CHECKED

CHECKED

DRAWN

USER NAME =

PLOT SCALE =

PLOT DATE =

REVISED -

-

-

-

REVISED

REVISED

REVISED

aunderw

8/27/2021

RTE.SECTION

ILLINOIS FED. AID PROJECT

COUNTY

CONTRACT NO.

TOTAL

SHEETS

SHEET

NO.

DEPARTMENT OF TRANSPORTATION

STATE OF ILLINOIS

SHEET NO. OF SHEETS

# 184-001322

Illinois Professional Design Firm

HRGreen.com

T.R.

N

''811'-10

4°31'

30'-

10'' o. to o.

28'-

0''

1'-

5''

1'-

5''

(Composite full length)

40" Web Plate GirderE

115'-2''111'-2''

Increase

Statio

ns

¡ EB Lanes¡ WB Lanes

RCP

Exist. 36"

RCP

Exist. 36"

Exist.

Structure

Limits of

±679.40

FF

PLAN

ELEVATION

Allow 50#/sq. ft. for future wearing surface.

LOADING HL-93

LOCATION SKETCH

N

Specifications, 9th Edition

2020 AASHTO LRFD Bridge Design

DESIGN SPECIFICATIONS

Range 7E, 4th P.M.

Tw

p.

16

N

18 17

87

80

645

E

600

E

1700N

Structure

Proposed

WJH

AEU

BUREAU

21 AEU

OM/SLS

2 1

Elev. 695.00

Elev. 702.49

Sta. 342+38.40 F.A.I. Rte. 80

Sta. 19+13.48 TR 82-C (645 E. Street)

¡ Pier

1.5% 1.5% 1.5% 1.5%

Elev. 703.12

Sta. 20+30.49

Bk. S. Abut.

min.

16'-

10''

Soil Site Class = C

Design Spectral Acceleration at 0.2 sec. (SDS) = 0.117

Design Spectral Acceleration at 1.0 sec. (SD1) = 0.061

Seismic Performance Zone (SPZ) = 1

SEISMIC DATA

Piles

Existing Concrete

Elev. ±675.40

Piles

Existing Concrete

FIELD UNITS

fy = 50,000 psi (M270 Grade 50)

fy = 60,000 psi (Reinforcement)

f'c = 3,500 psi (Substructure)

f'c = 4,000 psi (Superstructure)

DESIGN STRESSES

¡ I-80

''811'-10

11'-

0''

11'-

0''

Piles, Typ.

Existing Timber

typ.

Approach Footing,

631031)

Type 6, typ. (See Std.

Traffic Barrier Terminal

Approach Slab, typ.

30'-0''

SB-02

SB-03

SB-01

LEGEND

Underground Fiber Optic

Boring Location

Elev. 701.02

Sta. 18+00.47

Bk. N. Abut.

±32'-0"

Inv. ±676.89

Existing 36" RCP

Inv. ±677.03

Existing 36" RCP

2-Way Traffic

Posted Speed: 70 m.p.h.

Design Speed: 70 m.p.h.

DHV: 1800 (2032)

ADTT: 8950 (2019); 9330 (2032)

ADT: 17200 (2019);17925 (2032)

Functional Class: Interstate

F.A.I. Rte. 80 - I-80

HIGHWAY CLASSIFICATION

to be replaced, typ.

Impact attenuator

Vert. clr.

Pt. of min.

±32'-0"Roadway

±24'-0"Shldr.

±10'-0"

Shldr.

±10'-0"Roadway

±24'-0"

¡ TR 82-C

(Behind)

Existing Piles

Metal Shell Piles**

to miss existing piles

Spaced Transversly**

LanesPG EB

PG WB Lanes

Inv. ±677.81

Existing 18" RCP

82-C

STRUCTURE NO. 006-0190

STA. 19+13.48

BUREAU COUNTY

SEC. (06-2HB)ES

TR 82-C OVER I-80

GENERAL PLAN AND ELEVATION

(06-2HB)ES

w/ Conical Tips, typ.

* Metal Shell Piles

and backfill with Bentonite.

Pre-core to 10' below the abutment*

to be replaced

Exist 18" RCP

typ.

Exist. fence,

" Bk. to Bk. Abutments41230'-0

1:2 (V:H)

8'-0"

(V:H)1:

4

1:2 (V:H)

1:2 (V:H)

1:2 (V:H)

(V:H)

1:4

8'-0"

Elev. 692.921:2.25 (V:H) at Rt. L's 1:2

.25 (V:H) at Rt.

L's

Lane

Lane

Shldr.

Shldr.

Salvage: None

Traffic will be detoured during construction.

beams with concrete hammerhead piers and concrete stub abutments.

deck with a 4°31'00" left forward skew concrete deck on steel

is 4 spans measuring 220'-0" Bk to Bk abutments, 31'-8" out to out

S.N. 006-0117 was originally built in 1963. The exisitng structure

Existing Structure:

at station 17+98, 17.3’ left. Elevation: 700.324 (NAVD 88)

quadrant of 645 E. Street (TR 82-C) bridge over I-80,

Cross cut in north end of concrete bridge wall at northeast

Benchmark:

Directional Distribution: 50-50

2-Way Traffic

Posted Speed: 30 m.p.h.

Design Speed: 30 m.p.h.

DHV: 50 (2040)

ADTT: 8 (2020); 15 (2040)

ADT: 275 (2020); 492 (2040)

Functional Class: Local Road

TR 82-C - 645 E. Street

HIGHWAY CLASSIFICATION

4'-

0"

4'-

0"

-

-

-

-

DESIGNEDplotla

bel.tbl

200211

PE

N

TA

BL

E:

PL

OT

DRIV

ER:

FIL

E

NA

ME:

H

RG

PR

OJ.

CO

NT

AC

T:

HR

G

PR

OJ

EC

T

NO.:

200211.0

7_Str_S

N 006-019

0_

TS

L-02.d

gn

IL_pdf

_b

w.plt

cf

g

CHECKED

CHECKED

DRAWN

USER NAME =

PLOT SCALE =

PLOT DATE =

REVISED -

-

-

-

REVISED

REVISED

REVISED

aunderw

8/27/2021

RTE.SECTION

ILLINOIS FED. AID PROJECT

COUNTY

CONTRACT NO.

TOTAL

SHEETS

SHEET

NO.

DEPARTMENT OF TRANSPORTATION

STATE OF ILLINOIS

SHEET NO. OF SHEETS

# 184-001322

Illinois Professional Design Firm

HRGreen.com

T.R.

1'-5'' 14'-0'' 14'-0'' 1'-5''

¡ TR 82-C

30'-10'' Out to Out

CROSS SECTION

SECTION THRU FOOTING

PIER SKETCH

2'-

0"

Edge of deck

SECTION A-A

6"

2"

4"

2'-

0"

min.

1'-

0"

min.

3'-

6"

Bk. of Abut.

Const. joint

1'-

0"

2'-0"

1

1

1'-

0"

Wall Drain

Geocomposite

Approach slab

Structure Excavation

French Drains

Geotechnical Fabric for

Drainage Aggregate

pipe underdrain

4" Ø Perforated

SECTION THRU INTEGRAL ABUTMENT

4"

1'-0"

(Horiz. dim. @ Rt. �'s)

length)

(Comp full

Plate Girder

40" Web

typ.

(Comp full length),

40" Web Plate Girder

3'-

3''

2" P.J.F.

1.5%1.5%

WJH

WJH

BUREAU

22

2 2

AEU

OM/SLS

1'-10" 1'-10"

Sla

b

8"

LVC = 835'

+4.12% -1.38%

Piles

Showing New

Piles

Showing exist.

1'-

0''

piles

between existing

New piles spaced

and proposed)

¡ Pier (existing

Elev. ±679.40

Exist. ground

No. & spacing as req'd by design

New piles between existing piles

2'-

0''

Ele

v.

682.2

7

Sta.

341

+00

Ele

v.

680.9

7

Sta.

342

+00

Ele

v.

680.0

3

Sta.

343

+00

Ele

v.

683.0

8

Sta.

340

+00

Ele

v.

679.2

4

Sta.

344

+00

Ele

v.

682.4

1

Sta.

341

+00

Ele

v.

681.5

2

Sta.

342

+00

Ele

v.

680.5

6

Sta.

343

+00

Ele

v.

683.1

5

Sta.

340

+00

Ele

v.

679.5

6

Sta.

344

+00

P.T. STA. = 367+89.54

P.C. STA. = 326+11.34

S.E. RUN =

T.R. =

e =

E = 166.77'

L = 4,178.20'

T = 2,106.66'

R = 13,222.10'

PI STA. = 347+18.00

EXIST. CURVE EXCL I-80 10

(Showing new piles between existing piles)new pier

eliminate support of

of existing piles to

* Cut off top 2 feet

Ele

v.

707.4

5

VPI Sta.

18

+46.0

0

Ele

v.

690.2

4

VP

C Sta.

14

+28.5

0

Ele

v.

701.6

8

VP

T Sta.

22

+63.5

0

3'-0'' 11'-0'' 11'-0'' 3'-0''

2.0%2.0%

2'-0''

(Along ¡ Roadway)

2'-6''5 Beam spaces at 5'-2" = 25'-10''2'-6''

(I-80)

EXISTING CURVE DATA

I-80 WB PROFILE GRADE I-80 EB PROFILE GRADE

(Along ¡ Roadway) (Along ¡ Roadway)

PROFILE GRADE TR 82-C

Limits

Structure

Exist. Timber Piles

for Structures

Granular Backfill

82-C (06-2HB)ES

STRUCTURE NO. 006-0190

STA. 19+13.48

BUREAU COUNTY

SEC. (06-2HB)ES

TR 82-C OVER I-80

DETAILS

timber piles at 3'-0'' spacing

*Existing Creosoted

2'-

0"

undisturbed embankment

Poured against

2'-

0"

abutment

Back of

3'-0" 3'-0"

2'-

0"* *

* 1:6 (V:H)

A

A

CONCRETE SLOPEWALL

SECTION THRU

at rt. L's

10'-0"

1'-0" min.

4"

6"

full length

2" PJF 6"

6"

4'-

0''

Elev. 675.40

1:2.25 (V:H) at Rt. L's

1:2.25 (V:H) @ Rt.

�'s

with Conical Tips

Metal Shell Piles

¡ Abut., Brgs. and Pilesbackfill with bentonite

Precore Piles 10' and

min.

5'-

0"

min.