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
