-
-
-
-
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.