6'-0" min.

Limits of existin

g structure

34'-

10'' out to out

32'-

0''

16'-

0''

16'-

0''

1'-

5''

1'-

5''

41'-0'' 36'-0''

Shldr.

4'-

0''

Shldr.

4'-

0''

Lane

12'-

0''

Lane

12'-

0''

90°0'0"

37'-10''

Trail

10'-0''

Shldr.

2'-0''

114'-10'' Back to Back of Abutments

typ.

10'-

0'' typ.

18'-

0"

‡

typ.

2'-

0''14'-0"

25'-6"

min. cl.

9'-

0"

��

2'-

0''

Location

Project

Class A3

Stone Riprap

Riprap, Class A3

Stone Dumped

1

Tw

p.

18

N

LOCATION SKETCH

N

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

LOADING HL-93

Specifications, 9th Edition

2020 AASHTO LRFD Bridge Design

DESIGN SPECIFICATIONS

FIELD UNITS

DESIGN STRESSES

Directional Distribution: 50:50

2-Way Traffic

Posted Speed: 55 m.p.h.

Design Speed: 60 m.p.h.

DHV: 45 (2032)

ADTT: 50 (2017); 72 (2032)

ADT: 450 (2017); 656 (2032)

Functional Class: Major Collector

F.A.P. Rte. 587 (IL 92)

HIGHWAY CLASSIFICATION

2 1

1211

92

Range 6E4th PM

None Salvage:

to be detoured with the bridge closed during construction.

length of the structure is 89'-6" bk. to bk. abutments. The width is 36'-4" out to out. Traffic

variable depth solid slab bridge on stub abutments and piers founded on concrete piles. The

S.N. 006-0096 originally built in 1958 as Section 135B-1. The structure is a 3-spanExisting Structure:

Elevation 638.647.

RR Spike in west side of power pole, west of boat ramp. Sta. 229+60.41, 140.74' left. Benchmark:

Yr.

Freq.

C.F.S.

Q

H.W.E.

Nat.Flood

Design

Base

Scour Check

Max. Calc.

Exist. Prop. Exist. Prop.

Headwater El.

Exist. Prop.

Head - Ft.

WATERWAY INFORMATION

Opening Ft²

--

634.6 634.6 634.6348 279

Exist. Overtopping Elev. 639.8 @ Sta. 230+75

Prop. Overtopping Elev. 647.8 @ Sta. 230+75

PROFILE GRADEAlong ¡ Roadway

-- -- -- -- -- -- -- --

N/A N/A -- --

-- -- -- -- -- -- -- -- --

-- -- -- -- -- -- -- -- --

-- -- -- -- -- -- -- -- --

Drainage Area = 0.32 sq. mi.

Maximum HWE based on Locks 33 (US) and 22 (DS)Est. 100' wide canal, 17 miles long to US Lock 33

Ele

v.

644.1

8

PV

C Sta.

228

+65.0

0

Ele

v.

644.3

1

PV

T Sta.

232

+85.0

0

Ele

v.

647.1

0

VPI Sta.

230

+75.0

0

LVC=420'

+1.39% -1.33%

Soil Site Class = D

Design Spectral Acceleration at 0.2 sec. (SDS) = 0.145g

Design Spectral Acceleration at 1.0 sec. (SD1) = 0.09g

Seismic Performance Zone (SPZ) = 1

SEISMIC DATA

STRUCTURE NO. 006-0189

STATION 230+74.26

BUREAU COUNTY

F.A.P. RTE. 587 - SEC. (135B-1)BRR

HENNEPIN CANAL FEEDER

ILLINOIS ROUTE 92 OVER

GENERAL PLAN & ELEVATION

Filter fabric

SECTION B-B

1'-

0"

State

Event / Limit

Q100

Q200

Design

Check

W. Abut. E. Abut.Pier 1 Pier 2

Design Scour Elevations (ft.)

Item 113

DESIGN SCOUR ELEVATION TABLE

625.10 625.10639.59 639.63

8625.10 625.10639.59 639.63

625.10 625.10639.59 639.63

625.10 625.10639.59 639.63

SECTION A-A

1'-

0"

fy = 60,000 psi (Reinforcement)

f'c = 4,000 psi (Superstructure Concrete)

f'c = 3,500 psi

PRECAST PRESTRESSED UNITS

" Ø)21fsi = 189,000 psi (28,900 lbs.-

" Ø)21f's = 270,000 psi (41,300 lbs.-

f'ci = 4,000 psi

f'c = 5,000 psi

SECTION COUNTY

ILLINOIS FED. AID PROJECT

TOTAL

SHEETS

SHEET

NO.RTE.

DEPARTMENT OF TRANSPORTATION

STATE OF ILLINOIS

USER NAME =

PLOT SCALE =

PLOT DATE =

DESIGNED REVISED

REVISED

REVISED

REVISED

SHEET OF SHEETS

-

-

-

-

-

-

-

-

CHECKED

DRAWN

CHECKED

11:43:23 AM11/18/2020

MO

DE

L:

FIL

E N

AM

E:

Defa

ult

CONTRACT NO. 66H26

F.A.P.cdl

0.1667 ' / in.

11/18/2020

CDL

ACB

CDL

ACB

\\S

ER

VE

R18\Proje

cts

SS4\2

0027.0

1 ID

OT D

1 P

TB 194-0

27

WO

1 IL

92 TS

L\D

GN\Brid

ge\Preli

m\Plots

heets\T

SL1.d

gn

2

587 (135B-1)BRR BUREAU

1:2(V

:H)

1:2

(V:H)

1:2.5

(V:H)A

A

PLAN

Nvert. clr.

Point of min.

Trail

¡ Multi UseBoring 01

Boring 02

***

typ.& P.G.L.

¡ F.A.P. Rte. 587

Slab, typ.

Approach

30' Bridge

B B

(to be relocated by others)

Existing telephone line

*** ¡ Structure Sta. 230+74.26

‡ Shoulder width varies from 2'-0" along trail to 6'-10" under bridge

Elev. 645.55

Sta. 230+16.84

Back W. Abut.

Sta. 230+45.06

¡ Trail

Elev. 645.65

Sta. 230+54.67

¡ Pier 1

Elev. 645.66

Sta. 230+95.67

¡ Pier 2

Elev. 645.59

Sta. 231+31.67

Back E. Abut.

No Flo

w

ELEVATION

F F F F

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

Elev. 627.60

Streambed

Type 6 (Std. 631031), typ.

Traffic Barrier Terminal

Elev. 639.59 Elev. 639.63

Elev. 635.401.5%

Elev. 634.10from 1906 bridge, typ.

Existing footings

Existing Ground

* Subject to refinement during final design

** 8'-0" clearance

1:2.5

(V:H)

typ.

Riprap, Class A3,

Stone Dumped

D.H.W. Elev. 634.6

E.W.S.E. and Piles

Metal ShellPiles

Metal Shell

Piles

Prestressed

Precast

Piles

Prestressed

Precast

* 21" Concrete slab

PlansSee Roadway

Elev. 630.80

� 21"

Sla

bShldr.

4'-0''

Lane

12'-0''

Shldr.

4'-0''

Lane

12'-0''1'-5'' 1'-5''

34'-10'' out to out

typ.

3'-

3''

Sla

b

�21"

encased piles

Individually

2

2'-

0"

Edge of deck

SECTION D-D

6"

2"

6"abutment

Back of

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

Granular Backfill1'-0"

French Drains

Geotechnical Fabric for

Drainage Aggregate

pipe underdrain

4" Ø Perforated

Structure Excavation

SECTION THRU INTEGRAL ABUTMENT

4"

* Subject to refinement during final design

1:2.5 (V:H)

2'-0"

1'-6" 1'-6"

full length

2" PJF

D

D

6"

1:2 (V:H)

1:2 (V:H)

2'-

0"

undisturbed embankment

Poured against

6"

low brg. seat

2'-0" max. at

1'-0" min.

1.5%

CONCRETE SLOPEWALL AND MULTI-USE TRAIL

SECTION THRU

Shell Piles

Metal

STRUCTURE NO. 006-0189

STATION 230+74.26

BUREAU COUNTY

F.A.P. RTE. 587 - SEC. (135B-1)BRR

HENNEPIN CANAL FEEDER

ILLINOIS ROUTE 92 OVER

DETAILS

Elev. 627.60Streambed

req'd. by design

No. & spacing as

PIER SKETCH

typ.

typ.

typ.

SECTION COUNTY

ILLINOIS FED. AID PROJECT

TOTAL

SHEETS

SHEET

NO.RTE.

DEPARTMENT OF TRANSPORTATION

STATE OF ILLINOIS

USER NAME =

PLOT SCALE =

PLOT DATE =

DESIGNED REVISED

REVISED

REVISED

REVISED

SHEET OF SHEETS

-

-

-

-

-

-

-

-

CHECKED

DRAWN

CHECKED

2:25:30 PM11/17/2020

MO

DE

L:

FIL

E N

AM

E:

Defa

ult

CONTRACT NO. 66H26

F.A.P.cdl

0.1667 ' / in.

11/17/2020

CDL

ACB

CDL

ACB

\\S

ER

VE

R18\Proje

cts

SS4\2

0027.0

1 ID

OT D

1 P

TB 194-0

27

WO

1 IL

92 TS

L\D

GN\Brid

ge\Preli

m\Plots

heets\T

SL2.d

gn

2

587 (135B-1)BRR BUREAU

CROSS SECTION

(Looking East)

P.G.L. 1.5%

typ.

2.0%

typ.

* Subject to refinement during final design

¡ IL 92