preliminary...6 spaces @ 9'-6" = 57'-0" 2'-8‚" 6" 8 ‚ "...
TRANSCRIPT
2'-0"
10'-0"
2'-0"
1'-0"
2'-0"
I-75 NB OVER SPRING CREEK
BRIDGE NO. 1 NB
I-75 SB OVER SPRING CREEK
BRIDGE NO. 1 SB
I-75 NB TO I-24 WB
I-75 SB OVER
BRIDGE NO. 2 SB
I-75 NB TO I-24 WB
I-75 NB OVER
BRIDGE NO. 2 NB
I-24 EB TO I-75 NB
I-75 NB OVER
BRIDGE NO. 3 NB
I-24 EB TO I-75 NB
I-75 SB OVER
BRIDGE NO. 3 SB
I-75 OVER CHICKAMAUGA CREEK
BRIDGE NO. 4
OVER I-24 WB
SPRING CREEK ROAD
BRIDGE NO. 5A
OVER I-24 EB
SPRING CREEK ROAD
BRIDGE NO. 5B
I-24 EB TO I-75 NB
I-75 NB OVER
BRIDGE NO. 6
I-24 EB OVER SPRING CREEK
BRIDGE NO. 7
I-75 NB OVER SPRING CREEK
BRIDGE NO. 8
RAMP G (WELCOME CENTER)
RAMP D (RINGOLD RD.) OVER
BRIDGE NO. 9
RAMP G
RAMP D OVER SPRING CREEK
BRIDGE NO. 10
CREEK ROAD
SPRING
RW #12
RW #13
RW #14
RW #11
RW #1
RW #3
RW #15
RW #10
RW #9
RW #8
RW #7
RW #6
RW #5
RW #4
RW #2
SHOULDER
NEXT TO
BARRIER WHEN
ADD HALF
WE
LC
OM
E
CE
NT
ER
CHI
CK
AM
AU
GA
CR
EE
K
CHI
CK
AM
AU
GA
CREE
K
SPRING CREEK
N
75INTERSTATE
75INTERSTATE
24INTERSTATE
STATE PROJ. NO. 33005-1185-44
IM/NH-75-1(131)
WHP
KLP
BEB
JMT
05/2018
05/2018
05/2018
05/2018
DESIGNED BY
DRAWN BY
SUPERVISED BY
CHECKED BY
DATE
DATE
DATE
DATE
PROJECT NO. YEAR SHEET NO.
REVISIONS
NO. DATE BY BRIEF DESCRIPTION
2018
STATE OF TENNESSEE
DEPARTMENT OF TRANSPORTATION
2018
HAMILTON COUNTY
INTERSTATE 24
INTERCHANGE AT
INTERSTATE 75
OVERALL BRIDGE AND WALL LAYOUT
SN
AP P
T P
DF
SN
AP
PT
PD
F
SN
AP
PT
PD
F
SN
AP
PT
PD
F
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Structures\
Brid
ges\01 -
Wall a
nd
Brid
ges
Lay
out.d
gn
STATIONING OF I-75 MAINLINE, I-24 BASELINES AND RAMP BASELINES
NOTE: BRIDGE AND RETAINING WALL NUMBERS BASED ON DIRECTION OF
TYPE A
NOT TO SCALE
TYPE B
NOT TO SCALE
TYPE C
NOT TO SCALE
TYPE D
NOT TO SCALE
2:1
FILL
SLOPE
5'-0"
SHOULDERSHOULDER
SHOULDERSHOULDER
SHOULDER
EM
BE
D.
MI
N.
EM
BE
D.
MI
N.
EM
BE
D.
MI
N.
PRELIMINARY PLANS
4'-0" BERM
SPAN 3 = 68'-7"\SPAN 2 = 67'-10"\SPAN 1 = 68'-7"\
14'-0"
12'-0"
3"
13'-1•"
2'-6"
BRIDGE LENGTH ALONG F.G. I-75 NB LANE = 205'-0"\
PROPSED GROUNDLINE
ELEV. 676.94'
HIGHWATER
100 YEAR
BRIDGE
LIMITS OF
STA. 366+60.04\
LINE TANGENT AT
ELEV. 710.62
STA. 367+44.18\
END OF BRIDGE
ELEV. 707.89
STA. 366+75.60\
{ PIER 2
ELEV. 705.17
STA. 366+07.76\
{ PIER 1ELEV. 702.43
STA. 365+39.18\
BEGINNING OF BRIDGES
GROUNDLINE
APPROX. EXISTING
366+07.76\
{ BENT 1 STA. 366+75.60\
{ BENT 2 STA.
APPROX. ROCKLINE
STRIP SEAL EXPANSION
JOINT AT ENDS OF PAVEMENT
AT BRIDGE ENDS (TYP.)
PAVEMENT AT BRIDGE ENDS
SEE STD-1-5 (TYP.)
STA. 365+39.18\
BEGIN BRIDGE
(TYP.)
ANGLES TO ABUTMENTS
2:1 SLOPES @ RIGHT
(BRIDGE NO. 33I00750009)
EXISTING BRIDGE TO BE REMOVED
EMBED 2'-6" (TYP.)
CLASS "B" RIP RAP
ELEV. 682.33'
HIGHWATER
500 YEAR
(TYP.)
RAP 2'-6" THICK
CLASS "B" RIP
367+44.18\
STA.
END BRIDGE
F.G. I-75 NB LANE
PROPOSED { I-75
EXISTING HIGH
MAST LIGHT
367+01.85\
SC STA.
EL. 710.26
PVC STA. 367+34.93\
BR. 1NB
PLAN VIEW
NOT TO SCALE
N
365
366367
2
1
2
1
700
710
720
690
680
670
660
650
700
710
720
690
680
670
660
650
LOW GIRDER 698.11'
DENOTES: FIXED
DENOTES: INTEGRALI
F
I
I
FF
GENERAL NOTES
ABUTMENTS.
2. APPLY TEXTURE COATING TO PARAPET, BENTS, AND
1. CONSTRUCT BENTS, ABUTMENTS AND SUPERSTRUCTURE.
SCOPE OF WORK
PVI 372
+63.93
4.00
%
PV
C 367
+34.93
EL
EV. 710.26
-3.00%
EL
EV. 731.42
PV
T 377
+92.93
EL
EV. 715.55
VC=1,058'
GRADE SKETCH
I-75 NORTH AND SOUTH BOUND
SE 0.080 FT/FT
Ls 429.00
Ts 1,718.97
Lc 1,751.16
Rc 1,240.00
E 2,203,955.9341
N 245,224.9318
PI 379+91.83
CURVE I-75_2
NOTE: ANY WORK WITHIN THE STREAM CHANNEL AREA SHALL BE
SEPARATED FORM FLOWING WATER OR CHANNEL AREA FOR
DIVERSION OF FLOW (OR EXPECTED FLOW), UNLESS
SPECIFIED IN THE PLANS, SHALL NOT BE PAID DIRECTLY
BUT SHALL BE INCLUDED IN THE COST OF OTHER ITEMS.
THIS NOTE EXCLUDES ANY ITEMS SPECIFIED IN THE PLANS
FOR TEMPORARY DIVERSION CHANNELS, EC-STR-31 AND
TEMORARY DIVERSION CULVERTS.
Ls 429.00
ST 143.41
LT 286.45
Es 2,204,669.7877
Ns 243,982.9423
PIs 365+59.31
SPIRAL I-75_2B
36'-0"
12'-0"
=
3
LA
NE
S
@
SH
LD
R.
81•30'00"
(T
YP.)
ME
DI
AN
END OF BRIDGE DRAIN* AT UPSTREAM FACE OF BRIDGE NO. 10 (MAX BW IS 1.59 FT AT APPROACH)
ROADWAY OVERTOPPING = N/A
500 YEAR DISCHARGE = 12,450 CFS (FEMA FIS)
100 YEAR DISCHARGE = 10,450 CFS (FEMA FIS)
100 YEAR BRIDGE BACKWATER = 0.43 FT @ EL. 676.94*
100 YEAR VELOCITY = 7.79 FPS
1,370.47 SQ. FT. (UPSTREAM FACE)
WATER AREA PROVIDED BELOW 100 YEAR ELEVATION =
DESIGN DISCHARGE (100 YR) = 10,450 CFS (FEMA FIS)
DRAINAGE AREA = 20.8 SQ. MI. (STREAMSTATS)
HYDRAULIC DATA
STATE PROJ. NO. 33005-1185-44
IM/NH-75-1(131)
WHP
KLP
BEB
JMT
05/2018
05/2018
05/2018
05/2018
DESIGNED BY
DRAWN BY
SUPERVISED BY
CHECKED BY
DATE
DATE
DATE
DATE
PROJECT NO. YEAR SHEET NO.
REVISIONS
NO. DATE BY BRIEF DESCRIPTION
2018
STATE OF TENNESSEE
DEPARTMENT OF TRANSPORTATION
2018
HAMILTON COUNTY
OVER SPRING CREEK
I-75 NB
BRIDGE NO. XX-XXX-XXXX
PRELIMINARY BRIDGE LAYOUT
BRIDGE NO. 1 NB
SN
AP P
T P
DF
SN
AP
PT
PD
F
SN
AP
PT
PD
F
SN
AP
PT
PD
F
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Structures\
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75
NB o
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Ck\
Dgn\01N
B - Preli
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Lay
out.d
gn
SCALE: 20
62'-0" ROADWAY WITH STD-1-1SS
DESIGN SPEED (I-75NB) = 60 MPH
2041 ADT (I-75NB) = 127,360
(S
TR-2)
SP
RI
NG
CR
EE
K
FL
OW
OF
ELEVATION VIEW
NOT TO SCALE
IN ARTICLE 604.22 OF THE STANDARD SPECIFICATIONS.
13. BRIDGE DECK FINISH TO BE IN ACCORDANCE WITH NOTE "C"
ABUTMENTS AND EXISTING GROUND LINE AT BENTS.
12. BRIDGE EXCAVATION IS BASED ON FINAL PROFILE AT
MEASURED AND PAID FOR UNDER ROADWAY ITEMS.
QUALITY REQUIREMENTS OF SECTION 709 AND SHALL BE
11. MACHINE RIP-RAP SHALL BE CLASS "B" , TO MEET THE
(37886)
TRAFFIC FACE AND TOP OF PARAPET TO BE OFF WHITE
10. TEXTURE COATING: TO BE MOUNTAIN GREY (36440) EXCEPT
9. END OF BRIDGE DRAINS REQUIRED (USE WHEN NEEDED)
8. BENTS ARE MULTI POST, FIXED CAP STRUCTURES.
7. USE STD-1-1SS BRIDGE RAILING.
III BEAMS AND COMPOSITE CONCRETE DECK SLAB.
6. SUPERSTRUCTURE: TO CONSIST OF 3 SPANS OF AASHTO TYPE
COAT ALL SLAB STEEL)
5. REINFORCING STEEL: TO BE ASTM A615 GRADE 60. (EPOXY
"DS" F'C= 4000 PSI
4. CONCRETE: CLASS "A" F'C= 3000 PSI, BRIDGE DECK CLASS
INTERIMS).
LRFD SEISMIC BRIDGE DESIGN, EDITION 2 (WITH
2014, AND THE 2011 AASHTO GUIDE SPECIFICATIONS FOR
3. DESIGN SPECIFICATIONS: AASHTO LRFD 7TH EDITION,
FUTURE WEARING SURFACE.
RETURN PERIOD). DEAD LOAD INCLUDE 35 LBS/SQ. FT. FOR
WITH As=0.216, Sds=0.414, Sd1=0.167, (100.0 YEAR
2. LOADING: HL-93 LIVE LOADING; SEISMIC CATEGORY "B"
TRANSPORTATION. (JANUARY 1, 2015)
SPECIFICATIONS OF THE TENNESSEE DEPARTMENT OF
1. SPECIFICATIONS: STANDARD ROAD AND BRIDGE
LOCATION MAP
NOT TO SCALE
RO
AD
WA
Y
WI
DT
H
= 62'-4•"PRELIMINARY PLANS
6 SPACES @ 9'-6" = 57'-0"
2'-8‚"
6"
8‚"
1'-ƒ"
51"
14'-0"
OUT-TO-OUT = 62'-4•"
12'-0"3 LANES @ 12'-0" = 36'-0"14'-0"
{ BEAM (TYP.) (51" TALL) (TYP.)
MODIFIED STD-1-1SS
STD-1-1SS
NB LANE
F.G. I-75
SB LANE
F.G. I-75
(TYP.)
III I-BEAM
AASHTO TYPE
PROPOSED { I-75
(TYP.)
SHOULDER
BRIDGE 1SB
DE
CK
BE
AM
AB
OV
E {
1'-4"
14'-0" MEDIAN14'-0" MEDIAN
3"
6"
3"
6"6"
1'-4"
SCREEN
15" GLARE
STD-1-1SS
3'-0"
MODIFIED MEDIAN BARRIER
NOT TO SCALE
51" TALL
VARIES
TYPICAL SECTION AT BENT
NOT TO SCALE
LOOKING FORWARD
MEDIAN
3" 3"
MEDIAN (TYP.)
7•"
STATE PROJ. NO. 33005-1185-44
IM/NH-75-1(131)
WHP
KLP
BEB
JMT
05/2018
05/2018
05/2018
05/2018
DESIGNED BY
DRAWN BY
SUPERVISED BY
CHECKED BY
DATE
DATE
DATE
DATE
PROJECT NO. YEAR SHEET NO.
REVISIONS
NO. DATE BY BRIEF DESCRIPTION
2018
STATE OF TENNESSEE
DEPARTMENT OF TRANSPORTATION
2018
HAMILTON COUNTY
SPRING CREEK
OVER
I-75NB
BRIDGE NO XX-XXXX-XXXX
PRELIMINARY SUPERSTRUCTURE
BRIDGE NO. 1 NB
SN
AP P
T P
DF
SN
AP
PT
PD
F
SN
AP
PT
PD
F
SN
AP
PT
PD
F
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304 I-
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Structures\
Brid
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B - I-
75
NB o
ver
Sprin
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Ck\
Dgn\01N
B - Preli
m
Superstructure.d
gn
PRELIMINARY PLANS
4'-0" BERM
SPAN 3 = 68'-7"\SPAN 2 = 67'-10"\SPAN 1 = 68'-7"\
14'-0"
3"13'-1•"
12'-0"
OU
T-
TO-
OU
T
= 62'-4•"
4'-0" BERM
2'-6"
BRIDGE LENGTH ALONG F.G. I-75 SB LANE = 205'-0"\
367+01.86\
SC. STA.
BRIDGE
LIMITS OF
STA. 366+60.04
LINE TANGENT AT
GROUNDLINE
APPROX. EXISTING
ELEV. 710.62
STA. 367+44.18\
END OF BRIDGE
ELEV. 707.89
STA. 366+75.60\
{ PIER 2
ELEV. 705.17
STA. 366+07.76\
{ PIER 1ELEV. 702.43
STA. 365+39.18\
BEGINNING OF BRIDGES
STA. 365+39.18\
BEGIN BRIDGE
STA. 367+44.18\
END BRIDGE
366+07.76\
{ BENT 1 STA.
366+75.60\
{ BENT 2 STA.
APPROX. ROCKLINE
STRIP SEAL EXPANSION
JOINT AT ENDS OF PAVEMENT
AT BRIDGE ENDS (TYP.)
PAVEMENT AT BRIDGE ENDS
SEE STD-1-5 (TYP.)
(TYP.)
ANGLES TO ABUTMENTS
2:1 SLOPES @ RIGHT
(BRIDGE ID 33I00750009)
EXISTING BRIDGE TO BE REMOVED
APPROX. EXISTING BRIDGE LOCATION
BRIDGE TO BE REMOVED
EMBED 2'-6" (TYP.)
CLASS "B" RIP RAP 676.94'
ELEV.
HIGHWATER
100 YEAR
ELEV. 682.33'
HIGHWATER
500 YEAR
(TYP.)
RAP 2'-6" THICK
CLASS "B" RIP
PROPOSED GROUNDLINE
PROPOSED { I-75
F.G. I-75 SB LANE
EL. 710.27
PVC STA. 367+34.93\
BR. 1 SB
PLAN VIEW
NOT TO SCALE
2
1
2
1
N
365
366 367
700
710
720
690
680
670
660
650
700
710
720
690
680
670
660
650
LOW GIRDER 698.11'
GENERAL NOTES
62'-0" ROADWAY WITH STD-1-1SS
SCOPE OF WORK
ABUTMENTS.
2. APPLY TEXTURE COATING TO PARAPET, BENTS, AND
1. CONSTRUCT BENTS, ABUTMENTS AND SUPERSTRUCTURE.
DENOTES: FIXED
DENOTES: INTEGRALI
F
I
I
FF
PVI 372
+63.93
4.00
%
PV
C 367
+34.93
EL
EV. 710.26
-3.00%
EL
EV. 731.42
PV
T 377
+92.93
EL
EV. 715.55
VC=1,058'
GRADE SKETCH
I-75 NORTH AND SOUTH BOUND
SE 0.080 FT/FT
Ls 429.00
Ts 1,718.97
Lc 1,751.16
Rc 1,240.00
E 2,203,955.9341
N 245,224.9318
PI 379+91.83
CURVE I-75_2
NOTE: ANY WORK WITHIN THE STREAM CHANNEL AREA SHALL BE
SEPARATED FORM FLOWING WATER OR CHANNEL AREA FOR
DIVERSION OF FLOW (OR EXPECTED FLOW), UNLESS
SPECIFIED IN THE PLANS, SHALL NOT BE PAID DIRECTLY
BUT SHALL BE INCLUDED IN THE COST OF OTHER ITEMS.
THIS NOTE EXCLUDES ANY ITEMS SPECIFIED IN THE PLANS
FOR TEMPORARY DIVERSION CHANNELS, EC-STR-31 AND
TEMORARY DIVERSION CULVERTS.
Ls 429.00
ST 143.41
LT 286.45
Es 2,204,669.7877
Ns 243,982.9423
PIs 365+59.31
SPIRAL I-75_2B
36'-0"
12'-0"
=
3
LA
NE
S
@
ME
DI
AN
SH
LD
R.
RO
AD
WA
Y
WI
DT
H
= 61'-1•"
DESIGNED BY
DRAWN BY
SUPERVISED BY
CHECKED BY
DATE
DATE
DATE
DATE
PROJECT NO. YEAR SHEET NO.
REVISIONS
NO. DATE BY BRIEF DESCRIPTION
2018
STATE OF TENNESSEE
DEPARTMENT OF TRANSPORTATION
2018
HAMILTON COUNTY
OVER SPRING CREEK
I-75SB
BRIDGE NO. XX-XXXX-XXXX
PRELIMINARY BRIDGE LAYOUT
BRIDGE NO. 1 SB
SN
AP P
T P
DF
SN
AP
PT
PD
F
SN
AP
PT
PD
F
SN
AP
PT
PD
F
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304 I-
75 Interchange at I-
24
Ow
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Brid
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B - I-
75S
B o
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Ck\
Dgn\01S
B - Preli
m
Lay
out.d
gn
SCALE: 20
END OF BRIDGE DRAIN
* AT UPSTREAM FACE OF BRIDGE NO. 10 (MAX BW IS 1.59 FT AT APPROACH)
ROADWAY OVERTOPPING = N/A
500 YEAR DISCHARGE = 12,450 CFS (FEMA FIS)
100 YEAR DISCHARGE = 10,450 CFS (FEMA FIS)
100 YEAR BRIDGE BACKWATER = 0.43 FT @ EL. 676.94*
100 YEAR VELOCITY = 7.79 FPS
1,370.47 SQ. FT. (UPSTREAM FACE)
WATER AREA PROVIDED BELOW 100 YEAR ELEVATION =
DESIGN DISCHARGE (100 YR) = 10,450 CFS (FEMA FIS)
DRAINAGE AREA = 20.8 SQ. MI. (STREAMSTATS)
HYDRAULIC DATA
DESIGN SPEED (I-75SB) = 60 MPH
2041 ADT (I-75SB) = 127,360
STATE PROJ. NO. 33005-1185-44
IM/NH-75-1(131)
WHP
KLP
BEB
JMT
05/2018
05/2018
05/2018
05/2018
ELEVATION VIEW
NOT TO SCALE
(S
TR-2)
SP
RI
NG
CR
EE
K
FL
OW
OF
IN ARTICLE 604.22 OF THE STANDARD SPECIFICATIONS.
13. BRIDGE DECK FINISH TO BE IN ACCORDANCE WITH NOTE "C"
ABUTMENTS AND EXISTING GROUND LINE AT BENTS.
12. BRIDGE EXCAVATION IS BASED ON FINAL PROFILE AT
MEASURED AND PAID FOR UNDER ROADWAY ITEMS.
QUALITY REQUIREMENTS OF SECTION 709 AND SHALL BE
11. MACHINE RIP-RAP SHALL BE CLASS "B" , TO MEET THE
(37886)
TRAFFIC FACE AND TOP OF PARAPET TO BE OFF WHITE
10. TEXTURE COATING: TO BE MOUNTAIN GREY (36440) EXCEPT
9. END OF BRIDGE DRAINS REQUIRED (USE WHEN NEEDED)
8. BENTS ARE MULTI POST, FIXED CAP STRUCTURES.
7. USE STD-1-1SS BRIDGE RAILING.
III BEAMS AND COMPOSITE CONCRETE DECK SLAB.
6. SUPERSTRUCTURE: TO CONSIST OF 3 SPANS OF AASHTO TYPE
COAT ALL SLAB STEEL)
5. REINFORCING STEEL: TO BE ASTM A615 GRADE 60. (EPOXY
"DS" F'C= 4000 PSI
4. CONCRETE: CLASS "A" F'C= 3000 PSI, BRIDGE DECK CLASS
INTERIMS).
LRFD SEISMIC BRIDGE DESIGN, EDITION 2 (WITH
2014, AND THE 2011 AASHTO GUIDE SPECIFICATIONS FOR
3. DESIGN SPECIFICATIONS: AASHTO LRFD 7TH EDITION,
FUTURE WEARING SURFACE.
RETURN PERIOD). DEAD LOAD INCLUDE 35 LBS/SQ. FT. FOR
WITH As=0.216, Sds=0.414, Sd1=0.167, (100.0 YEAR
2. LOADING: HL-93 LIVE LOADING; SEISMIC CATEGORY "B"
TRANSPORTATION. (JANUARY 1, 2015)
SPECIFICATIONS OF THE TENNESSEE DEPARTMENT OF
1. SPECIFICATIONS: STANDARD ROAD AND BRIDGE
LOCATION MAP
NOT TO SCALE
PRELIMINARY PLANS
2'-8‚"
7•"
6 SPACES @ 9'-6" = 57'-0"
6"
8‚"
1'-ƒ"
51"
14'-0"
OUT-TO-OUT = 62'-4•"
14'-0"3 LANES @ 12'-0" = 36'-0"12'-0"
{ BEAM (TYP.)
(51" TALL) (TYP.)
MODIFIED STD-1-1SS
STD-1-1SS
NB LANE
F.G. I-75
SB LANE
F.G. I-75
(TYP.)
III I-BEAM
AASHTO TYPE
PROPOSED { I-75
SHOULDER
(TYP.)
DE
CK
BE
AM
AB
OV
E {
BRIDGE 1NB
1'-4"
14'-0" MEDIAN14'-0" MEDIAN
3"
6"
3"
6"6"
1'-4"
SCREEN
15" GLARE
STD-1-1SS
3'-0"
MODIFIED MEDIAN BARRIER
NOT TO SCALE
51" TALL
STATE PROJ. NO. 33005-1185-44
IM/NH-75-1(131)
WHP
KLP
BEB
JMT
05/2018
05/2018
05/2018
05/2018
DESIGNED BY
DRAWN BY
SUPERVISED BY
CHECKED BY
DATE
DATE
DATE
DATE
PROJECT NO. YEAR SHEET NO.
REVISIONS
NO. DATE BY BRIEF DESCRIPTION
2018
STATE OF TENNESSEE
DEPARTMENT OF TRANSPORTATION
2018
HAMILTON COUNTY
SPRING CREEK
OVER
I-75SB
BRIDGE NO XX-XXXX-XXXX
PRELIMINARY SUPRESTRUCTRE
BRIDGE NO. 1 SB
SN
AP P
T P
DF
SN
AP
PT
PD
F
SN
AP
PT
PD
F
SN
AP
PT
PD
F
5/25/2018 4:3
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304 I-
75 Interc
hange at I-
24
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Structures\
Brid
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B - I-
75S
B o
ver
Sprin
g
Ck\
Dgn\01S
B - Preli
m
Superstructure.d
gn
TYPICAL SECTION AT BENT
NOT TO SCALE
LOOKING FORWARD
3" 3"
MEDIAN MEDIAN
VARIES
PRELIMINARY PLANS
BRIDGE
LIMITS OF
STA. 234+73.03 I-75NB TO I-24 WB RAMP
STA. 372+37.34 I-75 NB MAINLINE =
PROTECTION (TYP)
STD. DWG. RD01-SA-1 SLOPE
STA. 373+36.36±
BENT-2
STA. 375+47.44±
END OF BRIDGE
GROUNDLINE
PROPOSED
GROUNDLINE
EXISTING
I-75 NB TO I-24 WB
EXISTING PAVEMENT
ROCK LINE EL. 660.00
APPROXIMATE EXISTING
RD01-SA-1 (TYP)
SEE STD. DWG.
SLOPE PROTECTION
I-75 NB TO I-24 WB STA. 235+24.82
(EDGE OF TRAFFIC LANE)
I-75 NB STA. 372+13.08
POINT OF MIN. VERTICAL CLEARANCE
PROTECTION (TYP)
STD. DWG. RD01-SA-1 SLOPE
STA. 368+61.43±
BEG. OF BRIDGE
STA. 370+72.51±
BENT-1
ZONE (TYP)
33'-0" CLEAR
EXISTING PAVEMENT
DASHED LINES SHOWING
PROPOSED a I-75 NB
TO ABUTMENT (TYP)
2:1 SLOPE AT RIGHT ANGLES
(TYP)4'-0" BERM
RW #1
F.G. I-75 NB LANE
SEE STD-1-5 (TYP)
PAVEMENT AT BRIDGE ENDS
I-75NB TO I-24WB
PROPOSED b SURVEY
BRIDGE ENDS (TYP)
AT END OF PAVEMENT AT
STRIP SEAL EXPANSION JOINT
BR. 2 NBN
EL
EV. 731.4
2
VLC=1058.00'
EL
EV. 715.5
5
EL
EV. 710.2
6
I-75 FINISHED GRADE DATA(BASED ON PROPOSED ALIGNMENT)
PV
C
ST
A. 367
+3
4.9
3
PVI S
TA. 372
+63.9
3
PV
C
ST
A. 377
+9
2.9
3
+4.00
% -3.00%
740
730
720
710
700
690
PI 379+91.83N 245,224.9318E 2,203,955.9341
Rc 1,240.00Lc 1,751.16Ts 1,718.97Ls 429.00SE 0.080 FT/FTDESIGN SPEED 60 MPHTRANS. LENGTH 536'
=36'-
0"
@ 12'-
0"
3
LA
NE
S
12'
7•
"
ELEVATION
PLAN
I
E
F E
I
F
DENOTES: EXPANSION
DENOTES: INTEGRAL
DENOTES: FIXED
F
F.G. EL. 714.79
STA. 368+61.43±
BEG. OF BRIDGE
F.G. EL. 719.99
STA. 370+72.51±
BENT NO. 1
F.G. EL. 722.35
STA. 373+36.36±
BENT NO. 2F.G. EL. 720.92
STA. 375+47.44±
END OF BRIDGE
(TYP)
8" THICK
370
+00
371+
00
372
+00
373
+00
374
+00
375
+00
*
NOTE: ALL SUBSTRUCTURES RADIAL
PI 228+64.77
N 245,587.5493
E 2,204,198.8061
Rc 1,530.00Lc 1,668.24Ts 1,439.67Ls 407.00
SE 0.076 FT/FTDESIGN SPEED 60 MPHTRANS. LENGTH 514'
CURVE DATA: I-75_2 NB MAINLINE CURVE DATA: I75NBTOI24WB_2
DENOTE: DECK DRAIN
DENOTE: END OF BRIDGE DRAIN
12'-0" SHLD.
12'-0" SHLD.
= 36'-0"
3 LA
NES
@ 12'-0"
211'-1" ±
369
+00
= 36'-
0"AT 12'
-0"3
LANES
SHLD.12'
-0"
211'-1" ± 263'-10‚" ±
370
375
PROPOSED 16'-6"
REQUIRED 16'-6"
*MINIMUM VERTICAL CLEARANCE
(TYP)4'-
0" BERM
ZO
NE (T
YP)
33'-0"
CLEAR
PHASE CONSTRUCTION:
NB BRIDGE IS BEING CONSTRUCTED.
1. MAINTAIN TRAFFIC ON EXISTING RAMPS WHILE NEW I-75
SCOPE OF WORK:
EL
EV. 687.3
3
VLC=340.00'
EL
EV. 686.4
8
EL
EV. 692.4
3
PV
C
ST
A. 234
+83.5
2
PVI S
TA. 236
+53.5
2
PV
C
ST
A. 238
+23.5
2
-3.00%
(BASED ON PROPOSED ALIGNMENT)
FINISHED GRADE DATA
I-75 NB TO I-24 WB
-0.50
0%
STATE PROJ. NO. 33005-1185-44
IM/NH-75-1(131)
WHP
KLP
BEB
JMT
05/2018
05/2018
05/2018
05/2018
62' ROADWAY W/ STD-1-1SS
DESIGN SPEED 60 MPH
2041 ADT = 127,360
DESIGNED BY
DRAWN BY
SUPERVISED BY
CHECKED BY
DATE
DATE
DATE
DATE
PROJECT NO. YEAR SHEET NO.
REVISIONS
NO. DATE BY BRIEF DESCRIPTION
2018
STATE OF TENNESSEE
DEPARTMENT OF TRANSPORTATION
2018
HAMILTON COUNTY
STATION 372+10.80
OVER I-75 NB TO I-24 WB
I-75NB RAMP
I-75 NORTHBOUND TO
BRIDGE ID NO.
PRELIMINARY LAYOUT
BRIDGE NO. 2 NB
SN
AP P
T P
DF
SN
AP
PT
PD
F
SN
AP
PT
PD
F
SN
AP
PT
PD
F
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MY:\
Projects\0010
000\0014
000\14
304 I-
75 Interchange at I-
24
Ow
ners
Re
p
TD
OT\
Structures\
Brid
ges\02
NB - I-
75
NB o
ver I-
75
NB to I-
24
WB\
Dgn\02
NB - Preli
min
ary
Lay
out I7
5
NB o
ver I7
5
NB to I2
4
WB.d
gn
GENERAL NOTES
SPECIFICATIONS.
NOTE "C" IN ARTICLE 604.22 OF THE STANDARD
12. BRIDGE DECK FINISH TO BE IN ACCORDANCE WITH
ABUTMENTS AND EXISTING GROUND LINE AT BENTS.
11. BRIDGE EXCAVATION IS BASED ON FINAL PROFILE AT
OFF WHITE (37886)
EXCEPT TRAFFIC FACE AND TOP OF PARAPET TO BE
10. TEXTURE COATING: TO BE MOUNTAIN GREY (36440)
9. END OF BRIDGE DRAINS REQUIRED (USE WHEN NEEDED)
8. BENTS ARE TWO POST, FIXED CAP STRUCTURES.
7. USE STD-1-1SS BRIDGE RAILING.
COMPOSITE CONCRETE DECK SLAB.
CONTINUOUS WELDED PLATE GIRDERS (Fy=50 KSI) AND
6. SUPERSTRUCTURE: TO CONSIST OF 3 SPANS OF
(EPOXY COAT ALL SLAB STEEL)
5. REINFORCING STEEL: TO BE ASTM A615 GRADE 60.
CLASS "DS" F'C= 4000 PSI
4. CONCRETE: CLASS "A" F'C= 3000 PSI, BRIDGE DECK
INTERIMS).
FOR LRFD SEISMIC BRIDGE DESIGN, EDITION 2 (WITH
2014, AND THE 2011 AASHTO GUIDE SPECIFICATIONS
3. DESIGN SPECIFICATIONS: AASHTO LRFD 7TH EDITION,
LBS/SQ. FT. FOR FUTURE WEARING SURFACE.
YEAR RETURN PERIOD). DEAD LOAD INCLUDE 35
"B" WITH As=0.216, Sds=0.414, Sd1=0.167, (100.0
2. LOADING: HL-93 LIVE LOADING; SEISMIC CATEGORY
TRANSPORTATION. (JANUARY 1, 2015)
SPECIFICATIONS OF THE TENNESSEE DEPARTMENT OF
1. SPECIFICATIONS: STANDARD ROAD AND BRIDGE
235
b I-
75 NB
TO I-
24 WB
RAMP
BRIDGE LENGTH ALONG PROPOSED F.G. I-75 NB = 686'-0‚" ±
16'-6" VERTICAL CLEARANCE.
OUT TO OUT WIDTH OF 62'-4•" ALONG WITH MAINTAINING
GIRDER BRIDGE WITH 8‚" COMPOSITE CONCRETE DECK.
1. CONSTRUCT 3 SPAN CURVED WELDED STEEL PLATE
MEDIAN13'
-1•"
13'-
1•
"
LOCATION MAP
NOT TO SCALE
PRELIMINARY PLANS
I-75 MAINLINE
a SURVEY
I-75 NB
FINISHED GRADE
I-75 SB
FINISHED GRADE
(TYP)a BEAM
(TYP)
(51" TALL)
STD-1-1SS
MODIFIED
PARAPET
STD-1-1SS
78" WEB DEPTH
WELDED PLATE GIRDER
3'-2‚"7 SPA. @ 8'-0" = 56'-0"3'-2‚"
3 LANES AT 12'-0" = 36'-0"
SHOULDER
12'-0"
3"
14'-0" MEDIAN
TYPICAL SECTION AT BENT
FT/FT
0.08
BE
AM (T
YP)
12"
@ a
(TY
P)
8‚
" S
LA
B
3"
14'-0" MEDIAN
(TYP)
0'-7•"
3" 3"
6"6"
SCREEN
15" GLARE
STD-1-1SS
3'-0"
6"
51"
1'-4"
1'-4"
MODIFIED MEDIAN BARRIER(51" TALL)
14'-0" MEDIAN 14'-0" MEDIAN
BRIDGE 2 SB
LOOKING FORWARD
OUT-TO-OUT = 62'-4•"
DESIGNED BY
DRAWN BY
SUPERVISED BY
CHECKED BY
DATE
DATE
DATE
DATE
PROJECT NO. YEAR SHEET NO.
REVISIONS
NO. DATE BY BRIEF DESCRIPTION
STATE OF TENNESSEE
DEPARTMENT OF TRANSPORTATION
2018
HAMILTON COUNTY
I-75NB TO I-24 WB
OVER
I-75 NORTHBOUND
BRIDGE NO XX-XXXX-XXXX
SUPERSTRUCTURE
BRIDGE NO. 2 NB
SN
AP P
T P
DF
SN
AP
PT
PD
F
SN
AP
PT
PD
F
SN
AP
PT
PD
F
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MY:\
Projects\0010
000\0014
000\14
304 I-
75 Interc
hange at I-
24
Ow
ners
Re
p
TD
OT\
Structures\
Brid
ges\02
NB - I-
75
NB o
ver I-
75
NB to I-
24
WB\
Dgn\02
NB - SuperstructureI7
5N
Bo
verI7
5N
BtoI2
4W
B.d
gn
STATE PROJ. NO. 33005-1185-44
IM/NH-75-1(131)
WHP
KLP
BEB
JMT
05/2018
05/2018
05/2018
05/2018PRELIMINARY PLANS
STA. 234+73.03 I-75NB TO I-24 WB RAMP
STA. 372+37.34 I-75 SB MAINLINE =
BRIDGE
LIMITS OF
SEE STD-1-5 (TYP)
PAVEMENT AT BRIDGE ENDS
PROTECTION (TYP)
STD. DWG. RD01-SA-1 SLOPE
BRIDGE ENDS (TYP)
AT END OF PAVEMENT AT
STRIP SEAL EXPANSION JOINT
PAVEMENT
EXISTING
I-75 NB TO I-24 WB STA. 234+16.50
(EDGE OF TRAFFIC LANE)
I-75 SB STA. 373+00.00
POINT OF MIN. VERTICAL CLEARANCE
(TYP)4'-0" BERM
TO ABUTMENT (TYP)
2:1 SLOPE AT RIGHT ANGLES
RD01-SA-1 (TYP)
SEE STD. DWG.
SLOPE PROTECTION
ROCK LINE EL. 660.00
APPROXIMATE EXISTINGI-75 NB TO I-24 WB
EXISTING PAVEMENT
GROUNDLINE
EXISTING
GROUNDLINE
PROPOSED
= 36'-0"
3 LANES AT 12'
SHLD.
12'-0"
SHLD.
12'-0"ZONE (TYP)
33'-0" CLEAR
STA. 373+96.10
BENT-2
STA. 375+52.20
END OF BRIDGE
ZONE (TYP)
33'-0" CLEAR
STA. 371+98.40
BENT-1
STA. 370+42.30
BEG. OF BRIDGE
F.G. I-75 SB LANE
PROPOSED a I-75 NB
I-75NB TO I-24WB
PROPOSED a
RW #1
BR. 2 SB
N
EL
EV. 731.4
2
VLC=1058.00'
EL
EV. 715.5
5
EL
EV. 710.2
6
I-75 FINISHED GRADE DATA(BASED ON PROPOSED ALIGNMENT)
PV
C
ST
A. 367
+3.9
3
PVI S
TA. 372
+63.9
3
PV
C
ST
A. 377
+92.9
3
+4.00
% -3.00%
PLAN
=36'-
0"
@ 12'-
0"
3
LA
NE
S
14'
12'
7•
"
F.G. EL. 719.43
STA. 370+42.30
BEG. OF BRIDGE
F.G. EL. 720.86
STA. 375+52.20
END OF BRIDGE
F.G. EL. 721.69
STA. 371+98.40
BENT NO. 1
197'-8"±
740
730
720
710
700
690
ELEVATION
F.G. EL. 722.25
STA. 373+96.10
BENT NO. 2
PI 379+91.83N 245,224.9318E 2,203,955.9341
Rc 1,240.00Lc 1,751.16Ts 1,718.97Ls 429.00SE 0.080 FT/FTDESIGN SPEED 60 MPHTRANS. LENGTH 536'
CURVE I-75_2 NB MAINLINE
370
375
PI 228+64.77
N 245,587.5493
E 2,204,198.8061
Rc 1,530.00Lc 1,668.24Ts 1,439.67Ls 407.00
SE 0.076 FT/FTDESIGN SPEED 60 MPHTRANS. LENGTH 514'
CURVE DATA: I75NBTOI24WB_2
DENOTE: DECK DRAIN
DENOTE: END OF BRIDGE DRAIN
370
+00
371+
00
372
+00
373
+00
374
+00
375
+00
376
+00
156'-1†"± 156'-1†"±
PROPOSED 16'-10"
REQUIRED 16'-6"
*MINIMUM VERTICAL CLEARANCE
*
NOTE: ALL SUBSTRUCTURES RADIAL
I
F
DENOTES: INTEGRAL
DENOTES: FIXED
I IF F
(TYP)
8" THICK
PHASE CONSTRUCTION:
SCOPE OF WORK:
2. CONSTRUCT SB I-75 BRIDGE.
TRAFFIC ON NB I-75 BRIDGE.
1. ONCE NB I-75 BRIDGE IS CONSTRUCTED DEVIATE SB I-75
(TYP)4'-0
" BERM
I-75SB over I-75NB to I-24 WB
EL
EV. 687.3
3
VLC=340.00'
EL
EV. 686.4
8
EL
EV. 69
2.4
3
PV
C
ST
A. 234
+83.5
2
PVI S
TA. 236
+53.5
2
PV
C
ST
A. 238
+23.5
2
-3.00%
(BASED ON PROPOSED ALIGNMENT)
FINISHED GRADE DATA
I-75 NB TO I-24 WB
-0.50
0%
b I-
75
NB T
O I-
24
WB
RAMP
STATE PROJ. NO. 33005-1185-44
IM/NH-75-1(131)
WHP
KLP
BEB
JMT
05/2018
05/2018
05/2018
05/2018
62' ROADWAY W/ STD-1-1SS
DESIGN SPEED 60 MPH
2041 ADT = 127,360
235
DESIGNED BY
DRAWN BY
SUPERVISED BY
CHECKED BY
DATE
DATE
DATE
DATE
PROJECT NO. YEAR SHEET NO.
REVISIONS
NO. DATE BY BRIEF DESCRIPTION
2018
STATE OF TENNESSEE
DEPARTMENT OF TRANSPORTATION
2018
HAMILTON COUNTY
STATION 373+00.00
OVER I-75 NB TO I-24 WB
I-75 SOUTHBOUND
BRIDGE ID NO.
PRELIMINARY LAYOUT
BRIDGE NO. 2 SB
SN
AP P
T P
DF
SN
AP
PT
PD
F
SN
AP
PT
PD
F
SN
AP
PT
PD
F
5/25/2018 4:3
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Projects\0010
000\0014
000\14
304 I-
75 Interchange at I-
24
Ow
ners
Re
p
TD
OT\
Structures\
Brid
ges\02S
B - I-
75 S
B o
ver I-
75
NB to I-
24
WB\
Dgn\02S
B - Preli
min
ary
Lay
out I7
5 S
B o
ver I7
5
NB to I2
4
WB.D
GN
GENERAL NOTES
IN ARTICLE 604.22 OF THE STANDARD SPECIFICATIONS.
12. BRIDGE DECK FINISH TO BE IN ACCORDANCE WITH NOTE "C"
ABUTMENTS AND EXISTING GROUND LINE AT BENTS.
11. BRIDGE EXCAVATION IS BASED ON FINAL PROFILE AT
(37886)
TRAFFIC FACE AND TOP OF PARAPET TO BE OFF WHITE
10. TEXTURE COATING: TO BE MOUNTAIN GREY (36440) EXCEPT
9. END OF BRIDGE DRAINS REQUIRED (USE WHEN NEEDED)
8. BENTS ARE TWO POST, FIXED CAP STRUCTURES.
7. USE STD-1-1SS BRIDGE RAILING.
CONCRETE DECK SLAB.
WELDED PLATE GIRDERS (Fy=50 KSI) AND COMPOSITE
6. SUPERSTRUCTURE: TO CONSIST OF 3 SPANS OF CONTINUOUS
COAT ALL SLAB STEEL)
5. REINFORCING STEEL: TO BE ASTM A615 GRADE 60. (EPOXY
"DS" F'C= 4000 PSI
4. CONCRETE: CLASS "A" F'C= 3000 PSI, BRIDGE DECK CLASS
INTERIMS).
LRFD SEISMIC BRIDGE DESIGN, EDITION 2 (WITH
2014, AND THE 2011 AASHTO GUIDE SPECIFICATIONS FOR
3. DESIGN SPECIFICATIONS: AASHTO LRFD 7TH EDITION,
FUTURE WEARING SURFACE.
RETURN PERIOD). DEAD LOAD INCLUDE 35 LBS/SQ. FT. FOR
WITH As=0.216, Sds=0.414, Sd1=0.167, (100.0 YEAR
2. LOADING: HL-93 LIVE LOADING; SEISMIC CATEGORY "B"
TRANSPORTATION. (JANUARY 1, 2015)
SPECIFICATIONS OF THE TENNESSEE DEPARTMENT OF
1. SPECIFICATIONS: STANDARD ROAD AND BRIDGE
16'-6" VERTICAL CLEARANCE.
TO OUT WIDTH OF 62'-4•" ALONG WITH MAINTAINING
GIRDER BRIDGE WITH 8‚" COMPOSITE CONCRETE DECK. OUT
1. CONSTRUCT 3 SPAN CURVED WELDED STEEL PLATE
BRIDGE LENGTH ALONG PROPOSED F.G. I-75 SB = 509'-11‚"±
LOCATION MAP
NOT TO SCALE
PRELIMINARY PLANS
I-75 SB
FINISHED GRADE
I-75 NB
FINISHED GRADE
(TYP)a BEAM (TYP)
(51" TALL)
STD-1-1SS
MODIFIEDPARAPET
STD1-1SS
72" WEB DEPTH
WELDED PLATE GIRDER
I-75 MAINLINE
PROPOSED a
I-75 MAINLINE
PROPOSED a
3'-2‚"7 SPA. @ 8'-0" = 56'-0"3'-2‚"
3 LANES AT 12'-0" = 36'-0"
SHOULDER
12'-0" 14'-0" MEDIAN
TYPICAL SECTION AT BENT
FT/FT
0.08
BE
AM (T
YP)
12"
@ a
(TY
P)
8‚
" S
LA
B
3"
(TYP)
0'-7•"
3"
14'-0" MEDIAN
3" 3"
6"6"
SCREEN
15" GLARE
STD-1-1SS
3'-0"
6"
51"
1'-4"
1'-4"
MODIFIED MEDIAN BARRIER(51" TALL)
14'-0" MEDIAN 14'-0" MEDIAN
STATE PROJ. NO. 33005-1185-44
IM/NH-75-1(131)
WHP
KLP
BEB
JMT
05/2018
05/2018
05/2018
05/2018
LOOKING FORWARD
OUT-TO-OUT = 62'-4•" BRIDGE 2 NB
DESIGNED BY
DRAWN BY
SUPERVISED BY
CHECKED BY
DATE
DATE
DATE
DATE
PROJECT NO. YEAR SHEET NO.
REVISIONS
NO. DATE BY BRIEF DESCRIPTION
STATE OF TENNESSEE
DEPARTMENT OF TRANSPORTATION
2018
HAMILTON COUNTY
I-75 NB TO I-24 WB
OVER
I-75 SOUTHBOUND
BRIDGE NO XX-XXXX-XXXX
SUPERSTRUCTURE
BRIDGE NO. 2 SB
SN
AP P
T P
DF
SN
AP
PT
PD
F
SN
AP
PT
PD
F
SN
AP
PT
PD
F
5/25/2018 4:3
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MY:\
Projects\0010
000\0014
000\14
304 I-
75 Interc
hange at I-
24
Ow
ners
Re
p
TD
OT\
Structures\
Brid
ges\02S
B - I-
75 S
B o
ver I-
75
NB to I-
24
WB\
Dgn\02S
B - SuperstructureI7
5S
Bo
verI7
5N
BtoI2
4W
B.d
gn
PRELIMINARY PLANS
BRIDGE
LIMITS OF
STA. 924+25.03 I-24 EB TO I-75 NB RAMP
STA. 380+19.42 I-75 NB MAINLINE =
36'-0"
12'-0" =
3 LANES AT
SHLD.
12'-0"
(TYP)
33'-0" CLEAR ZONE
ROCK LINE EL. 660.00
APPROXIMATE EXISTING
(TYP)4'-0" BERM
TO ABUTMENT (TYP)
2:1 SLOPE AT RIGHT ANGLES
RD01-SA-1 (TYP)
SEE STD. DWG.
SLOPE PROTECTION
PROTECTION (TYP)
STD. DWG. RD01-SA-1 SLOPE
I-75 NB RAMP
b I-24 EB TO
SHLD.
12'-0"
ZONE (TYP)33'-0" CLEAR
GROUNDLINE
EXISTING
GROUNDLINE
PROPOSEDI-24EB TO I-75NB
PROPOSED a SURVEY
I-24 EB TO I-75 NB
EXISTING PAVEMENT
STA. 379+17.56
BENT-1
RAMP STA. 924+59.45)
TRAFFIC LANE I-24 EB TO I-75 NB
I-75 NB STA. 380+15.15 (EDGE OF
POINT OF MIN. VERTICAL CLEARANCE
STA. 381+91.33
BENT-2 STA. 384+06.35
END OF BRIDGE
EXISTING PAVEMENT
DASHED LINES SHOWING
STA. 377+02.54
BEG. OF BRIDGE
SEE STD-1-5 (TYP)
PAVEMENT AT BRIDGE ENDS
PROTECTION (TYP)
STD. DWG. RD01-SA-1 SLOPE
ENDS (TYP)
PAVEMENT AT BRIDGE
JOINT AT END OF
STRIP SEAL EXPANSION
PROPOSED a I-75
F.G. I-75 NB LANE
WALL #3RETAINING
RETAINING WALL #4
BR. 3 NB
NEL
EV. 731.4
2
VLC=1058.00'
EL
EV. 715.5
5
EL
EV. 710.2
6
I-75 FINISHED GRADE DATA(BASED ON PROPOSED ALIGNMENT)
PV
C
ST
A. 367
+34.9
3
PVI S
TA. 372
+63.9
3
PV
C
ST
A. 377
+92.9
3
+4.00
% -3.00%
F.G. EL. 717.991
STA. 377+02.54
BEG. OF BRIDGE
F.G. EL. 697.15
STA. 384+06.35
END OF BRIDGE
F.G. EL. 711.81
STA. 379+17.56
BENT NO. 1
740
730
720
710
700
690
ELEVATION
PLAN
I-75NB over I-24EB to I-75NB=36'-
0"
@ 12'-
0"
3
LA
NE
S14'
12'
7•
"
215'-0‚"±
F.G. EL. 703.60
STA. 381+91.33
BENT NO. 2
CURVE I-75_2 NB MAINLINE
N 245,224.9318
PI 379+91.83
E 2,203,955.9341
Rc 1,240.00Lc 1,751.16Ts 1,718.97Ls 429.00SE 0.080 FT/FTDESIGN SPEED 60 MPHTRANS. LENGTH 536'
380
925
CURVE I24EBTOI75NB_1PI 917+79.94N 245,030.2533E 2,204,226.0101
Lc 2,552.26Rc 5,638.00
Ts 1,463.98Ls 161.00SE 0.030 FT/FTDESIGN SPEED 60 MPHTRANS. LENGTH 268'
EL
EV. 678.4
8
EL
EV. 677.6
0
(BASED ON PROPOSED ALIGNMENT)
PV
T
ST
A. 922
+29.8
3
+0.3025%
FINISHED GRADE DATA
I-24 EB TO I-75 NB
PV
T
ST
A. 925
+18.3
2
DENOTE: DECK DRAIN
DENOTE: END OF BRIDGE DRAIN
379
+00
378
+00
377
+00
E
I
F
DENOTES: EXPANSION
DENOTES: INTEGRAL
DENOTES: FIXED
380
+00
381+
00
382
+00
383
+00
384
+00
215'-0‚"±273'-9‚"±
E
F
FI
PROPOSED 17'-6"
REQUIRED 16'-6"
*MINIMUM VERTICAL CLEARANCE
(TYP)
8" THICK
*
NOTE: ALL SUBSTRUCTURES RADIAL
PHASE CONSTRUCTION:
NB BRIDGE IS BEING CONSTRUCTED.
1. MAINTAIN TRAFFIC ON EXISTING RAMPS WHILE NEW I-75
SCOPE OF WORK:
(TYP)4'-
0" BERM
STATE PROJ. NO. 33005-1185-44
IM/NH-75-1(131)
WHP
KLP
BEB
JMT
05/2018
05/2018
05/2018
05/2018
GENERAL NOTES
IN ARTICLE 604.22 OF THE STANDARD SPECIFICATIONS.
12. BRIDGE DECK FINISH TO BE IN ACCORDANCE WITH NOTE "C"
ABUTMENTS AND EXISTING GROUND LINE AT BENTS.
11. BRIDGE EXCAVATION IS BASED ON FINAL PROFILE AT
(37886)
TRAFFIC FACE AND TOP OF PARAPET TO BE OFF WHITE
10. TEXTURE COATING: TO BE MOUNTAIN GREY (36440) EXCEPT
9. END OF BRIDGE DRAINS REQUIRED (USE WHEN NEEDED)
8. BENTS ARE TWO POST, FIXED CAP STRUCTURES.
7. USE STD-1-1SS BRIDGE RAILING.
CONCRETE DECK SLAB.
WELDED PLATE GIRDERS (Fy=50 KSI) AND COMPOSITE
6. SUPERSTRUCTURE: TO CONSIST OF 3 SPANS OF CONTINUOUS
COAT ALL SLAB STEEL)
5. REINFORCING STEEL: TO BE ASTM A615 GRADE 60. (EPOXY
"DS" F'C= 4000 PSI
4. CONCRETE: CLASS "A" F'C= 3000 PSI, BRIDGE DECK CLASS
INTERIMS).
LRFD SEISMIC BRIDGE DESIGN, EDITION 2 (WITH
2014, AND THE 2011 AASHTO GUIDE SPECIFICATIONS FOR
3. DESIGN SPECIFICATIONS: AASHTO LRFD 7TH EDITION,
FUTURE WEARING SURFACE.
RETURN PERIOD). DEAD LOAD INCLUDE 35 LBS/SQ. FT. FOR
WITH As=0.216, Sds=0.414, Sd1=0.167, (100.0 YEAR
2. LOADING: HL-93 LIVE LOADING; SEISMIC CATEGORY "B"
TRANSPORTATION. (JANUARY 1, 2015)
SPECIFICATIONS OF THE TENNESSEE DEPARTMENT OF
1. SPECIFICATIONS: STANDARD ROAD AND BRIDGE
62' ROADWAY W/ STD-1-1SS
DESIGN SPEED 60 MPH
2041 ADT = 127,360
DESIGNED BY
DRAWN BY
SUPERVISED BY
CHECKED BY
DATE
DATE
DATE
DATE
PROJECT NO. YEAR SHEET NO.
REVISIONS
NO. DATE BY BRIEF DESCRIPTION
STATE OF TENNESSEE
DEPARTMENT OF TRANSPORTATION
2018
HAMILTON COUNTY
STATION 380+47.26
I-24 EB TO I-75 NB
OVER
I-75 NORTHBOUND
BRIDGE NO.
PRELIMINARY LAYOUT
BRIDGE NO. 3 NB
SN
AP P
T P
DF
SN
AP
PT
PD
F
SN
AP
PT
PD
F
SN
AP
PT
PD
F
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Projects\0010
000\0014
000\14
304 I-
75 Interchange at I-
24
Ow
ners
Re
p
TD
OT\
Structures\
Brid
ges\03
NB - I-
75
NB o
ver I-
24
EB to I-
75
NB\
Dgn\03
NB - Preli
min
ary
Lay
out I7
5
NB o
ver I2
4
EB to I7
5
NB.d
gn
SCALE: 30
BRIDGE LENGTH ALONG PROPOSED F.G. I-75 SB LANE = 703'-9ƒ"±
16'-6" VERTICAL CLEARANCE.
OUT TO OUT WIDTH OF 62'-4•" ALONG WITH MAINTAINING
GIRDER BRIDGE WITH 8‚" COMPOSITE CONCRETE DECK.
1. CONSTRUCT 3 SPAN CURVED WELDED STEEL PLATE
LOCATION MAP
NOT TO SCALE
PRELIMINARY PLANS
I-75 NB
FINISHED GRADE
I-75 SBFINISHED GRADE
(TYP)a BEAM
(TYP)
(51" TALL)
STD-1-1SS
MODIFIED
PARAPET
STD1-1SS
86" WEB DEPTH
WELDED PLATE GIRDER
I-75 MAINLINE
PROPOSED a
I-75 MAINLINE
PROPOSED a
3'-2‚"7 SPA. @ 8'-0" = 56'-0"3'-2‚"
3 LANES AT 12'-0" = 36'-0"
SHOULDER
12'-0"
3"
14'-0" MEDIAN
TYPICAL SECTION AT BENT
FT/FT
0.08
BE
AM (T
YP)
12"
@ a
(TY
P)
8‚
" S
LA
B
3"
14'-0" MEDIAN
(TYP)
0'-7•"
3" 3"
6"6"
SCREEN
15" GLARE
STD-1-1SS
3'-0"
6"
51"
1'-4"
1'-4"
MODIFIED MEDIAN BARRIER(51" TALL)
14'-0" MEDIAN 14'-0" MEDIAN
OUT-TO-OUT - 62'-4•"
STATE PROJ. NO. 33005-1185-44
IM/NH-75-1(131)
WHP
KLP
BEB
JMT
05/2018
05/2018
05/2018
05/2018
LOOKING FORWARD
DESIGNED BY
DRAWN BY
SUPERVISED BY
CHECKED BY
DATE
DATE
DATE
DATE
PROJECT NO. YEAR SHEET NO.
REVISIONS
NO. DATE BY BRIEF DESCRIPTION
STATE OF TENNESSEE
DEPARTMENT OF TRANSPORTATION
2018
HAMILTON COUNTY
I-24 EB TO I-75 NB
OVER
I-75 NORTHBOUND
BRIDGE NO XX-XXXX-XXXX
SUPERSTRUCTURE
BRIDGE NO. 3 NB
SN
AP P
T P
DF
SN
AP
PT
PD
F
SN
AP
PT
PD
F
SN
AP
PT
PD
F
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Projects\0010
000\0014
000\14
304 I-
75 Interc
hange at I-
24
Ow
ners
Re
p
TD
OT\
Structures\
Brid
ges\03
NB - I-
75
NB o
ver I-
24
EB to I-
75
NB\
Dgn\03
NB - SuperstructureI7
5N
Bo
verI2
4E
B.d
gn
PRELIMINARY PLANS
STA. 376+70.71
BEG. OF BRIDGE
STA. 382+32.72
END OF BRIDGE
STA. 380+60.87
BENT-2
STA. 378+42.56
BENT-1
BRIDGE
LIMITS OF
STA. 924+25.03 I-24 EB TO I-75 NB RAMP
STA. 380+19.42 I-75 NB MAINLINE =
GROUNDLINE
EXISTING
I-24EB TO I-75NB
PROPOSED a SURVEY
PAVEMENT
EXISTING
RD01-SA-1 (TYP)
SEE STD. DWG.
SLOPE PROTECTION
(TYP)4'-0" BERM
TO ABUTMENT (TYP)
2:1 SLOPE AT RIGHT ANGLES
ROCK LINE EL. 660.00
APPROXIMATE EXISTING
PROTECTION (TYP)
STD. DWG. RD01-SA-1 SLOPE
BRIDGE ENDS (TYP)
AT END OF PAVEMENT AT
STRIP SEAL EXPANSION JOINT
I-24 EB TO I-75 NB STA. 924+17.69)
(EDGE OF TRAFFIC LANE
I-75 SB STA. 380+25.41
POINT OF MIN. VERTICAL CLEARANCE
SEE STD-1-5 (TYP)
PAVEMENT AT BRIDGE ENDS
SHLD.
12'-0"
36'-0"
12'-0" =
3 LANES AT SHLD.
12'-0"
ZONE (TYP)
33'-0" CLEAR
ZONE (TYP)
33'-0" CLEAR PROPOSED a I-75
F.G. I-75 SB LANE
WALL #3
RETAINING
RETAINING WALL #4
BR. 3 SB
N
14'
12'
7•
"=36'-
0"
@ 12'-
0"
3
LA
NE
S
EL
EV. 731.4
2
VLC=1058.00'
EL
EV. 715.5
5
EL
EV. 710.2
6
I-75 FINISHED GRADE DATA(BASED ON PROPOSED ALIGNMENT)
PV
C
ST
A. 367
+34.9
3
PVI S
TA. 372
+63.9
3
PV
C
ST
A. 377
+92.9
3
+4.00
% -3.00%
PI 379+91.83N 245,224.9318E 2,203,955.9341
Rc 1,240.00Lc 1,751.16Ts 1,718.97Ls 429.00SE 0.080 FT/FTDESIGN SPEED 60 MPHTRANS. LENGTH 536'
CURVE I-75_2 NB MAINLINE
PLAN
F.G. EL. 718.72
STA. 376+70.71
BEG. OF BRIDGE
F.G. EL. 702.36
STA. 382+32.72
END OF BRIDGE
F.G. EL. 714.06
STA. 378+42.56
BENT NO. 1
740
730
720
710
700
690
ELEVATION
BR. # 3SB I-75SB over I-24EB to I-75NB
F.G. EL. 707.51
STA. 380+60.87
BENT NO. 2
218'-3ƒ"±
380
925
CURVE I24EBTOI75NB_1PI 917+79.94N 245,030.2533E 2,204,226.0101
Lc 2,552.26Rc 5,638.00
Ts 1,463.98Ls 161.00SE 0.030 FT/FTDESIGN SPEED 60 MPHTRANS. LENGTH 268'
380
+00
381+
00
382
+00
379
+00
378
+00
377
+00
171'-10‚"± 171'-10‚"±
(TYP)
8" THICK
*
E
I
F
DENOTES: EXPANSION
DENOTES: INTEGRAL
DENOTES: FIXED
E
I
F
F
PROPOSED 21'-0"
REQUIRED 16'-6"
*MINIMUM VERTICAL CLEARANCE
DENOTE: END OF BRIDGE DRAIN
NOTE: ALL SUBSTRUCTURES RADIAL
EL
EV. 678.4
8
EL
EV. 677.6
0
(BASED ON PROPOSED ALIGNMENT)
PV
T
ST
A. 922
+29.8
3
PV
T
ST
A. 925
+18.3
2
+0.3025%
FINISHED GRADE DATA
I-24 EB TO I-75 NB
PHASE CONSTRUCTION:
SCOPE OF WORK:
2. CONSTRUCT SB I-75 BRIDGE.
TRAFFIC ON NB I-75 BRIDGE.
1. ONCE NB I-75 BRIDGE IS CONSTRUCTED DEVIATE SB I-75
BRIDGE DECK DRAINS?
(TYP)
4'-0" BERM
62' ROADWAY W/ STD-1-1SS
DESIGN SPEED 60 MPH
2041 ADT = 127,360
DESIGNED BY
DRAWN BY
SUPERVISED BY
CHECKED BY
DATE
DATE
DATE
DATE
PROJECT NO. YEAR SHEET NO.
REVISIONS
NO. DATE BY BRIEF DESCRIPTION
STATE OF TENNESSEE
DEPARTMENT OF TRANSPORTATION
2018
HAMILTON COUNTY
STATION
I-24 EB TO I-75 NB
OVER
I-75 SOUTHBOUND
BRIDGE NO XX-XXXX-XXXX
PRELIMINARY LAYOUT
BRIDGE NO. 3 SB
SN
AP P
T P
DF
SN
AP
PT
PD
F
SN
AP
PT
PD
F
SN
AP
PT
PD
F
5/25/2018 4:3
3:2
4 P
MY:\
Projects\0010
000\0014
000\14
304 I-
75 Interchange at I-
24
Ow
ners
Re
p
TD
OT\
Structures\
Brid
ges\03S
B - I-
75S
B o
ver I-
24
EB to I-
75
NB\
Dgn\03S
B - Preli
min
ary
Lay
out I7
5 S
B o
ver I2
4
EB.d
gn
SCALE: 30
b I-2
4 EB T
O I-7
5
NB RAMP
BRIDGE LENGTH ALONG PROPOSED F.G. I-75 SB LANE = 562'-0‚"±
STATE PROJ. NO. 33005-1185-44
IM/NH-75-1(131)
WHP
KLP
BEB
JMT
05/2018
05/2018
05/2018
05/2018
GENERAL NOTES
IN ARTICLE 604.22 OF THE STANDARD SPECIFICATIONS.
12. BRIDGE DECK FINISH TO BE IN ACCORDANCE WITH NOTE "C"
ABUTMENTS AND EXISTING GROUND LINE AT BENTS.
11. BRIDGE EXCAVATION IS BASED ON FINAL PROFILE AT
(37886)
TRAFFIC FACE AND TOP OF PARAPET TO BE OFF WHITE
10. TEXTURE COATING: TO BE MOUNTAIN GREY (36440) EXCEPT
9. END OF BRIDGE DRAINS REQUIRED (USE WHEN NEEDED)
8. BENTS ARE TWO POST, FIXED CAP STRUCTURES.
7. USE STD-1-1SS BRIDGE RAILING.
CONCRETE DECK SLAB.
WELDED PLATE GIRDERS (Fy=50 KSI) AND COMPOSITE
6. SUPERSTRUCTURE: TO CONSIST OF 3 SPANS OF CONTINUOUS
COAT ALL SLAB STEEL)
5. REINFORCING STEEL: TO BE ASTM A615 GRADE 60. (EPOXY
"DS" F'C= 4000 PSI
4. CONCRETE: CLASS "A" F'C= 3000 PSI, BRIDGE DECK CLASS
INTERIMS).
LRFD SEISMIC BRIDGE DESIGN, EDITION 2 (WITH
2014, AND THE 2011 AASHTO GUIDE SPECIFICATIONS FOR
3. DESIGN SPECIFICATIONS: AASHTO LRFD 7TH EDITION,
FUTURE WEARING SURFACE.
RETURN PERIOD). DEAD LOAD INCLUDE 35 LBS/SQ. FT. FOR
WITH As=0.216, Sds=0.414, Sd1=0.167, (100.0 YEAR
2. LOADING: HL-93 LIVE LOADING; SEISMIC CATEGORY "B"
TRANSPORTATION. (JANUARY 1, 2015)
SPECIFICATIONS OF THE TENNESSEE DEPARTMENT OF
1. SPECIFICATIONS: STANDARD ROAD AND BRIDGE
16'-6" VERTICAL CLEARANCE.
OUT TO OUT WIDTH OF 62'-4•" ALONG WITH MAINTAINING
GIRDER BRIDGE WITH 8‚" COMPOSITE CONCRETE DECK.
1. CONSTRUCT 3 SPAN CURVED WELDED STEEL PLATE
LOCATION MAP
NOT TO SCALE
PRELIMINARY PLANS
I-75 SB
FINISHED GRADE
I-75 NB
FINISHED GRADE
PARAPET
STD1-1SS
72" WEB DEPTH
WELDED PLATE GIRDER
(TYP)
(51" TALL)
STD-1-1SS
MODIFIED
(TYP)a BEAM
I-75 MAINLINE
PROPOSED a
3'-2‚"7 SPA. @ 8'-0" = 56'-0"3'-2‚"
3 LANES AT 12'-0" = 36'-0"
SHOULDER
12'-0" 14'-0" MEDIAN
TYPICAL SECTION AT BENT
FT/FT
0.08
BE
AM (T
YP)
12"
@ a
(TY
P)
8‚
" S
LA
B
3"
(TYP)
0'-7•"
3"
14'-0" MEDIAN
3" 3"
6"6"
SCREEN
15" GLARE
STD-1-1SS
3'-0"
6"
51"
1'-4"
1'-4"
MODIFIED MEDIAN BARRIER(51" TALL)
14'-0" MEDIAN 14'-0" MEDIAN
STATE PROJ. NO. 33005-1185-44
IM/NH-75-1(131)
WHP
KLP
BEB
JMT
05/2018
05/2018
05/2018
05/2018
OUT-TO-OUT = 62'-4•"
LOOKING FORWARD
DESIGNED BY
DRAWN BY
SUPERVISED BY
CHECKED BY
DATE
DATE
DATE
DATE
PROJECT NO. YEAR SHEET NO.
REVISIONS
NO. DATE BY BRIEF DESCRIPTION
STATE OF TENNESSEE
DEPARTMENT OF TRANSPORTATION
2018
HAMILTON COUNTY
I-24 EB TO I-75 NB
OVER
I-75 SOUTHBOUND
BRIDGE NO XX-XXXX-XXXX
SUPERSTRUCTURE
BRIDGE NO. 3 SB
SN
AP P
T P
DF
SN
AP
PT
PD
F
SN
AP
PT
PD
F
SN
AP
PT
PD
F
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Projects\0010
000\0014
000\14
304 I-
75 Interc
hange at I-
24
Ow
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Re
p
TD
OT\
Structures\
Brid
ges\03S
B - I-
75S
B o
ver I-
24
EB to I-
75
NB\
Dgn\03S
B - SuperstructureI7
5S
Bo
verI2
4E
B.d
gn
PRELIMINARY PLANS
90• (TYP.)
BRIDGE
LIMITS OF
GROUND LINE
APPROXIMATE EXISTING
APPROX. ROCK LINE
WATER ELEV 676.17
100-YEAR HIGH
DATUM ELEV 652.20
CART PATH ***
CONCRETE GOLF
EL. 640.00±
EL. 640.00±EL. 642.00±
ABUTMENT DETAILS
FOR P.O.C ELEV'S SEE
UTILITIES **
F.G. LINE
SBL I-75
F.G. LINE
NBL I-75
BEG. OF BRIDGE
STA. 407+69.87
UNDERGROUND UTILITIES **
a BENT 1
STA. 408+36.87
a BENT 2
STA. 409+02.87
a BENT 3
STA. 409+68.87END OF BRIDGE
STA. 410+35.87
BANK LINE
APPROXIMATE
EXIST. PIER-1 EXIST. PIER-2
EXIST. PIER-3
EXIST. PIER-4 EXIST. PIER-5EXIST. PIER-6
PAVEMENT AT BRIDGE ENDS
SEE STD-1-5 (TYP)
60" DIA. RCPPAVED GREENWAY
WATER ELEV 680.83
500-YEAR HIGH
2'-6" THICK
CLASS "B" RIP-RAP
2'-6" THICK
CLASS "B" RIP-RAP
2'-6" THICK
CLASS "B" RIP-RAPCLASS "B" RIP-RAP 2'-6" THICK
7'-0" TOE (TYP.)
a 60"
DIA.
RCP
CLASS 'B" RIP RAP
2'-6" THICK
CLASS 'B" RIP RAP
2'-6" THICK
EXISTING CLASS "A-1"
RIP RAP (TYP.)
CLASS 'B" RIP RAP 2'-6" THICK (TYP.)CLASS 'B" RIP RAP
2'-6" THICK (TYP.)
PROPOSED a I-75
RETAINING
WALL 5
12'-0"
S. CHICKAMAUGA
GREENWAY
BR. 4
F - DENOTES FIXED CONNECTION
LEGEND:
I - DENOTES INTEGRAL ABUTMENT
TOTAL BRIDGE LENGTH = 266'-0"
F.G. ELEV 682.07 F.G. ELEV 682.18690
680
670
660
650
ABUTMENT 1
F F F F F F
F.G. ELEV 682.18 F.G. ELEV 682.10 F.G. ELEV 681.93
SCOPE OF WORK:
EL
EV. 682.3
2
VLC=104.00'
EL
EV. 682.0
3
EL
EV. 682.2
6
DENOTE: DECK DRAIN
I I
640
-0.5569%
ABUTMENT 2
18'-0" ±
2:1
1•: 1
1•: 1
2 - 220 ELECTRICAL (NO CONDUIT)
2 - 110 ELECTRICAL (NO CONDUIT)
1 - 1"w WATER
1 - 6"w WATER
** UTILITY TRENCH CONTAINS:N
64'-
0"
64'-
0"
35'-
0"
35'-
0"
0'-
7•
"
(SH
LD
R)
11'-
0"
(SH
LD
R)
11'-
0"
0'-
7•
"
12'-0" GOLF CART PATH
HYDRAULIC DESIGN DATA
17
9'-
3" T
OT
AL
OU
T
TO
OU
T
12
8'-
0" E
XIS
TIN
G
RO
AD
WA
Y
12'-
0"
(5
S.B.
LA
NE
S
@ 12'-
0" E
AC
H)
60'-
0"
(6
N.B.
LA
NE
S
@ 12'-
0" E
AC
H)
72'-
0"
10. INSTALL TEXTURE COAT FOR ALL CONCRETE SURFACES.
9. INSTALL RIP-RAP SCOUR PROTECTION FOR ABUTMENTS.
AND INSIDE FACE OF PARAPETS.
8. APPLY TEXTURE COATING TO TOP
TO ACCOMMODATE 179'-3" OUT-TO-OUT SUPERSTRUCTURE.
7. WIDEN EXISTING ABUTMENTS AND BENTS AS REQUIRED
CONCRETE PAVEMENT AT BRIDGE ENDS.
6. APPLY A THIN, EPOXY OVERLAY TO BRIDGE DECK AND
GUARDRAIL END TERMINALS AND TRANSITIONS.
5. INSTALL NEW STD-1-1SS PARAPETS AND STANDARD
(REFERENCE TDOT STANDARD DRAWING STD-1-5.
BRIDGES, CONCRETE PAVEMENT AT BRIDGE ENDS
4. REPLACE EXISTING AND ADD TO WIDENED PORTION OF
INSPECTION REPORT.
AND SUBSTRUCTURES (REFERENCE TDOT BRIDGE
3. REPAIR DETERIORATED AREAS OF CONCRETE ON BEAMS
(REFERENCE TDOT DECK SURVEY).
2. PERFORM DECK REPAIRS ON EXISTING BRIDGES
ROADWAYS.
1. WIDEN BRIDGES TO MATCH PROPOSED APPROACH
LIST OF REFERENCE DRAWINGS
H-7-117 THRU H-7-120 AND F-10-84 AND F-10-84-85
M-248-84 THRU M-248-100
+0.12
9%
CONTRACTOR. SEE ROADWAY PLANS FOR DETAILS.
APPROVAL OF THE ENGINEER. PATH SHALL BE REPLACED BY THE
ALL TIME DURING CONSTRUCTION. DETOURS ARE ALLOWED SUBJECT TO
*** MAINTAIN A 10'-0" MINIMUM WIDTH CART PATH AND GREENWAY AT
DENOTE: END OF BRIDGE DRAIN
I-75 FINISHED GRADE DATA(ORIGINAL PLANS DATA)
a BENT 1 STA. 408+36.87± a BENT 2 STA. 409+02.87± a BENT 3 STA. 409+68.87± END BRIDGE STA. 410+35.87±
ALL SIDES)
25'-0" (TYP.
**AT UPSTREAM FACE OF BRIDGE (MAX. BACKWATER IS 1.42 FT @ APPROACH)
*AT UPSTREAM FACE
ROADWAY OVERTOPPING ELEVATION..........N/A
500-YEAR DISCHARGE.................................44,000 CFS
100 YEAR DISCHARGE.................................32,600 CFS
100 YEAR BRIDGE BACKWATER...................0.87 FT @ 676.17**
100-YEAR VELOCITY...................................8.12 FPS
AREA BELOW 100-YEAR ELEVATION..........4,114.24 SQ FT*
DESIGN DISCHARGE (100-YEAR)..................32,600 CFS
DRAINAGE AREA ........................................426.7 SQ MI
67'-0"± 66'-0"± 66'-0"± 67'-0"±
BEG. BRIDGE STA. 407+69.87±
PROPOSED LOW GIRDER 677.17'
SH
LD
R.
SH
LD
R.
12'-
0"
N 70° 58' 54" E
GENERAL NOTES
128'-0" ROADWAY WITH STD-1-1SS
DESIGN SPEED (I-75NB) = 60 MPH
2041 ADT (I-75NB) = 127,360
IN ARTICLE 604.22 OF THE STANDARD SPECIFICATIONS.
13. BRIDGE DECK FINISH TO BE IN ACCORDANCE WITH NOTE "C"
ABUTMENTS AND EXISTING GROUND LINE AT BENTS.
12. BRIDGE EXCAVATION IS BASED ON FINAL PROFILE AT
MEASURED AND PAID FOR UNDER ROADWAY ITEMS.
QUALITY REQUIREMENTS OF SECTION 709 AND SHALL BE
11. MACHINE RIP-RAP SHALL BE CLASS "B" , TO MEET THE
(37886)
TRAFFIC FACE AND TOP OF PARAPET TO BE OFF WHITE
10. TEXTURE COATING: TO BE MOUNTAIN GREY (36440) EXCEPT
9. END OF BRIDGE DRAINS REQUIRED (USE WHEN NEEDED)
8. BENTS ARE HAMMERHEAD, FIXED CAP STRUCTURES.
7. USE STD-1-1SS BRIDGE RAILING.
BEAMS AND COMPOSITE CONCRETE DECK SLAB.
6. SUPERSTRUCTURE: TO CONSIST OF 4 SPANS OF 33"x36" BOX
COAT ALL SLAB STEEL)
5. REINFORCING STEEL: TO BE ASTM A615 GRADE 60. (EPOXY
"DS" F'C= 4000 PSI
4. CONCRETE: CLASS "A" F'C= 3000 PSI, BRIDGE DECK CLASS
INTERIMS).
LRFD SEISMIC BRIDGE DESIGN, EDITION 2 (WITH
2014, AND THE 2011 AASHTO GUIDE SPECIFICATIONS FOR
3. DESIGN SPECIFICATIONS: AASHTO LRFD 7TH EDITION,
FUTURE WEARING SURFACE.
RETURN PERIOD). DEAD LOAD INCLUDE 35 LBS/SQ. FT. FOR
WITH As=0.216, Sds=0.414, Sd1=0.167, (100.0 YEAR
2. LOADING: HL-93 LIVE LOADING; SEISMIC CATEGORY "B"
TRANSPORTATION. (JANUARY 1, 2015)
SPECIFICATIONS OF THE TENNESSEE DEPARTMENT OF
1. SPECIFICATIONS: STANDARD ROAD AND BRIDGE
FOR SINGLE BARREL CUVLERT CONSTRUCTION.
TEMPORARY DIVERSION CHANNELS, EC-STR-31 AND TEMPORARY DIVERSON CUVLERTS, EC-STR-32
THE COST OF OTHER ITEMS. THIS NOTE EXCLUDES AND ITEMS SPECIFIED IN THE PLANS FOR THE
UNLESS SPECIFIED IN THE PLANS, SHALL NOT BE PAID DIRECTLY BUT SHALL BE INCLUDED IN
USED WITHIN THE STREAM CHANNEL AREA FOR DIVERSION OF FLOW (OR EXPECTED FLOW).
WATER OF EXPECTED FLOW PATH AND PERFORMED DURING LOW FLOW CONDITIONS. ALL ITEMS
MULTI BARREL CULVERT/BRIDGE CONSTRUCTION ETC.) SHALL BE SEPARATED FROM FLOWING
NOTE: ANY WORK WITHIN THE DREAM CHANNEL AREA (E.G. FOR PIER FOOTING, RIP-RAP PLACEMENT,
ELEVATION VIEW
NOT TO SCALE
PLAN VIEW
NOT TO SCALE
PV
C
ST
A. 409
+27.0
5
PVI S
TA. 409
+79.0
5
PV
C
ST
A. 410
+31.0
5
DESIGNED BY
DRAWN BY
SUPERVISED BY
CHECKED BY
DATE
DATE
DATE
DATE
PROJECT NO. YEAR SHEET NO.
REVISIONS
NO. DATE BY BRIEF DESCRIPTION
2018
STATE OF TENNESSEE
DEPARTMENT OF TRANSPORTATION
2018
HAMILTON COUNTY
CHICKAMAUGA CREEK
I-75 OVER
BRIDGE NO. 33I00750019
PRELIMINARY LAYOUT OF BRIDGE
BRIDGE NO. 4
SN
AP P
T P
DF
SN
AP
PT
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F
SN
AP
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PD
F
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304 I-
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Structures\
Brid
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Wid
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75 o
ver
So
uth
Chic
ka
mauga
Cr\
Dgn\04 - Preli
min
ary
Lay
out.d
gn
STATE PROJ. NO. 33005-1185-44
IM/NH-75-1(131)
WHP
KLP
BEB
JMT
05/2018
05/2018
05/2018
05/2018
CR
EE
K (S
TR-3)
CHIC
KA
MA
UG
A
LOCATION MAP
NOT TO SCALE
PRELIMINARY PLANS
a EXIST. BEAM
a EXIST. BEAM
FINISHED GRADE
EXISTING
FINISHED GRADE
EXISTING
33" X 36" (TYP.)
a BOX BEAM
STD-1-1SS
STD-1-1SSMATCHLINE "X-X"
PROPOSED a I-75
MATCHLINE "X-X"
PROPOSED a I-75
0.015 FT/FT 0.015 FT/FT
35'-0"
0.015 FT/FT 0.015 FT/FT
35'-0"
TYPICAL SECTION AT MID-SPAN
TYPICAL SECTION AT BENT
23'-0"12'-0"
29'-0"1'-0"
4'-1•"8'-3"3'-0" 11 EXISTING BEAMS @ 3'-0" = 33'-0" ± 8'-3"
23'-0"12'-0"
29'-0"1'-0"
65'-0" (EXISTING STRUCTURE)
(EXISTING)
5'-0"±
7'-3"3'-4•" 2 SPA. @ 7'-3" = 14'-6"
6'-0"PHASE 1 CONSTRUCTION 25'-1•"
3'-4•"±
REMOVED)
EXISTING TO BE
(PORTION OF
6'-6"±
83'-7•"
4'-1•"8'-3"3'-0" 11 EXISTING BEAMS @ 3'-0" = 33'-0" ± 8'-3"
(EXISTING)
5'-0"±
7'-3"
3'-4•"±
2'-
6"
2'-
6"
5'-0"7'-9" 7'-9"
20'-6"
83'-7•"
65'-0" (EXISTING STRUCTURE)
6'-0"PHASE 1 CONSTRUCTION 25'-1•"
REMOVED)
EXISTING TO BE
(PORTION OF
6'-6"±
3'-4•" 2 SPA. @ 7'-3" = 14'-6"
5'-
0"
FT/FT
0.02
FT/FT
0.02
TO BE FIELD VERIFIED.
NOTE: DIMENSIONS FOR EXISTING STRUCTURE
DE
CK
8‚
"
10•
"
AB
OV
E
a
BE
AM
DE
CK
8‚
"
10•
"
AB
OV
E
a
BE
AM
STATE PROJ. NO. 33005-1185-44
IM/NH-75-1(131)
WHP
KLP
BEB
JMT
05/2018
05/2018
05/2018
05/2018
LOOKING FORWARD
LOOKING FORWARD
DESIGNED BY
DRAWN BY
SUPERVISED BY
CHECKED BY
DATE
DATE
DATE
DATE
PROJECT NO. YEAR SHEET NO.
REVISIONS
NO. DATE BY BRIEF DESCRIPTION
2018
STATE OF TENNESSEE
DEPARTMENT OF TRANSPORTATION
2018
HAMILTON COUNTY
CHICKAMAUGA CREEK
I-75 OVER
BRIDGE NO. 33I00750019
SOUTHBOUND
PRELIMINARY SUPERSTRUCTURE
BRIDGE NO. 4
SN
AP P
T P
DF
SN
AP
PT
PD
F
SN
AP
PT
PD
F
SN
AP
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PD
F
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000\0014
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304 I-
75 Interc
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24
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TD
OT\
Structures\
Brid
ges\04 -
Wid
enin
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75 o
ver
So
uth
Chic
ka
mauga
Cr\
Dgn\04 - Superstructure
SB.d
gn
PRELIMINARY PLANS
a EXIST. BEAM
a EXIST. BEAM
FINISHED GRADE
EXISTING
FINISHED GRADE
EXISTING
33" X 36" (TYP.)
a BOX BEAM
33" X 36" (TYP.)
a BOX BEAM
JOINT
CONST.
JOINT
CONST.
RELOCATED.
EXISTING ITS TO BE
RELOCATED.
EXISTING "ITS" TO BE STD-1-1SS
STD-1-1SS
MATCHLINE "X-X"
a I-75
PROPOSED
MATCHLINE "X-X"
a I-75
PROPOSED
0.015 FT/FT0.015 FT/FT
35'-0"
0.015 FT/FT0.015 FT/FT
35'-0"
TYPICAL SECTION AT MID-SPAN
TYPICAL SECTION AT BENT
(LOOKING FORWARD ON SURVEY)
(LOOKING FORWARD ON SURVEY)
23'-0" 12'-0"
29'-0" 1'-0"
4'-1•" 8'-3" 3'-0"11 EXISTING BEAMS @ 3'-0" = 33'-0" ±8'-3"
23'-0" 12'-0"
29'-0" 1'-0"
65'-0"± (EXISTING STRUCTURE)
(EXISTING)
5'-0"±
8'-6" 3'-1•"3 SPA. @ 8'-6" = 25'-6"
6'-0" PHASE 1 CONSTRUCTION 37'-1•"
3'-4•"±
REMOVED)
EXISTING TO BE
(PORTION OF
6'-6"±
95'-7•"
4'-1•" 8'-3" 3'-0"11 EXISTING BEAMS @ 3'-0" = 33'-0" ±8'-3" 3'-4•"±
95'-7•"
65'-0"± (EXISTING STRUCTURE)
6'-0"
REMOVED)
EXISTING TO BE
(PORTION OF
6'-6"±
3'-1•"3 SPA. @ 8'-6" = 25'-6"8'-6"
PHASE 1 CONSTRUCTION 37'-1•"
5'-0"13'-3"
31'-6"
13'-3"
FT/FT
0.02
FT/FT
0.02
(EXISTING)
5'-0"±
2'-
6"
2'-
6"
5'-
0"
TO BE FIELD VERIFIED.
NOTE: DIMENSIONS FOR EXISTING STRUCTURE
DE
CK
8‚
"
10•
"
AB
OV
E
10•
"
AB
OV
E
DE
CK
8‚
"
a
BE
AM
a
BE
AM
STATE PROJ. NO. 33005-1185-44
IM/NH-75-1(131)
WHP
KLP
BEB
JMT
05/2018
05/2018
05/2018
05/2018
DESIGNED BY
DRAWN BY
SUPERVISED BY
CHECKED BY
DATE
DATE
DATE
DATE
PROJECT NO. YEAR SHEET NO.
REVISIONS
NO. DATE BY BRIEF DESCRIPTION
2018
STATE OF TENNESSEE
DEPARTMENT OF TRANSPORTATION
2018
HAMILTON COUNTY
CHICKAMAUGA CREEK
I-75 OVER
BRIDGE NO. 33I00750019
NORTHBOUND
PRELIMINARY SUPERSTRUCTURE
BRIDGE NO. 4
SN
AP P
T P
DF
SN
AP
PT
PD
F
SN
AP
PT
PD
F
SN
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PD
F
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Projects\0010
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304 I-
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OT\
Structures\
Brid
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Wid
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75 o
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So
uth
Chic
ka
mauga
Cr\
Dgn\04 - Superstructure
NB.d
gn
PRELIMINARY PLANS
ORIGINAL I-75NBWIDEN SECTION 1991ORGINAL I-75SB
I-75NBI-75SB
DE
CK
SP
AN
{ BRIDGE
SPALL/DELAMINATION
SHOWING BOTTOM OF DECK
NOT TO SCALE
TYPICAL BENT SECTION
NOT TO SCALE
TYPICAL BEAM ELEVATION
NOT TO SCALETYPICAL ABUTMENT SECTION
NOT TO SCALE
DESIGNED BY
DRAWN BY
SUPERVISED BY
CHECKED BY
DATE
DATE
DATE
DATE
PROJECT NO. YEAR SHEET NO.
REVISIONS
NO. DATE BY BRIEF DESCRIPTION
STATE OF TENNESSEE
DEPARTMENT OF TRANSPORTATION
2018
HAMILTON COUNTY
CHICKAMAUGA CREEK
I-75 OVER
BRIDGE NO. 33I00750019
PRELIMINARY REPAIR SHEET
BRIDGE NO. 4
SN
AP P
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DF
SN
AP
PT
PD
F
SN
AP
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PD
F
SN
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PD
F
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000\0014
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304 I-
75 Interc
hange at I-
24
Ow
ners
Re
p
TD
OT\
Structures\
Brid
ges\04 -
Wid
enin
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75 o
ver
So
uth
Chic
ka
mauga
Cr\
Dgn\04 - x
Re
pair
Sheet.d
gn
OVERHANG/ BETWEEN BEAMS
APPROXIMATE SPALLS/DELAMINATIONS: 25 SF
APPROXIMATE LINEAR FOOT OF CRACK: 1150 LF
CRACK
STATE PROJ. NO. 33005-1185-44
IM/NH-75-1(131)
WHP
KLP
BEB
JMT
05/2018
05/2018
05/2018
05/2018PRELIMINARY PLANS
RO
AD
WA
Y
WI
DT
H
= 60'-0"
OU
T-
TO-
OU
T
= 84'-0"
1'-0"
1'-0"
ROADWAY WIDTH = 96'-
0"
6 LANES @ 12'-0"
= 72'-0
"
80• 26' 37"
6 LANES @ 12'-0" = 72'-0"
BRIDGE LENGTH ALONG { SPRING CREEK RD. = 106'-0"\
WALL
RET.
F.F.
ABUT.
F.F.
F.F. RET. WALL
F.F. ABUT.
EXISTING BENT 2 TO BE REMOVED
REMOVED (TYP.)
ABUTMENT TO BE
EXISTING
TO BE REMOVED
EXISTING BENT 1
35+18.23\
BRIDGE STA.
BEG. OF
END OF BRIDGE 5B
BRIDGE
LIMITS OF
GROUNDLINE (TYP.)
APROX. EXISTING
I-24 WB
F.G.
BE REMOVED. (TYP.)
EXISTING ABUTMENT TO
36+24.23\
STA.
BRIDGE
END OF
F.G. EL. 699.96
STA. 36+24.23\
END. OF BRIDGE
F.G. EL. 702.96
STA. 35+18.23\
BEG. OF BRIDGE
BRIDGE 5B
ABUTMENT
EXISTING
34+27.11\
5B STA.
END BRIDGE
{ PROPOSED BL I-24WB
{ PROPOSED SPRING CREEK RD.
TO BE REMOVED
EXISTING ABUTMENT
RETAINING WALL #7 WALL #8
RETAINING
BR. 5A
STA. 35+35.48\
SPRING CREEK RD
I-24 WB STA. 209+02.59\
SPRING CREEK RD STA. 36+14.80\
POINT OF MIN. VERT. CLEARANCE
PLAN VIEW
NOT TO SCALE
N
SCOPE OF WORK
5'-0"6'-0"
WA
LK
SI
DE
WA
Y
BI
KE
= 24'-0"
2
LA
NE
S
@ 12'-0"
12'-0"
5'-0"
6'-0"
WA
LK
SI
DE
WA
Y
BI
KE
= 24'-0"
2
LA
NE
S
@ 12'-0"
F.F. DENOTES FRONT FACE
12'-0"
SHLDR.
12'-0"
SHLDR.GENERAL NOTES
"A""A"
(T
YP.)
SPRING CREEK RD.
79'-8"\ ALONG {
35+00
36+00
STANDARD SPECIFICATIONS.
WITH NOTE "A" IN ARTICLE 604.22 OF THE
11. BRIDGE DECK FINISH TO BE IN ACCORDANCE
PROFILE AT ABUTMENTS.
10. BRIDGE EXCAVATION IS BASED ON FINAL
PARAPET TO BE OFF WHITE (37886)
(36440) EXCEPT TRAFFIC FACE AND TOP OF
9. TEXTURE COATING: TO BE MOUNTAIN GREY
NEEDED)
(USE WHEN 8. END OF BRIDGE DRAINS REQUIRED
7. USE STD-11-1 BRIDGE RAILING.
CONCRETE DECK SLAB.
36" WELDED PLATE GIRDER AND COMPOSITE
6. SUPERSTRUCTURE: TO CONSIST OF 1 SPAN OF
GRADE 60. (EPOXY COAT ALL SLAB STEEL)
5. REINFORCING STEEL: TO BE ASTM A615
BRIDGE DECK CLASS "DS" F'C= 4000 PSI
4. CONCRETE: CLASS "A" F'C= 3000 PSI,
INTERIMS).
BRIDGE DESIGN, EDITION 2 (WITH
GUIDE SPECIFICATIONS FOR LRFD SEISMIC
EDITION, 2014, AND THE 2011 AASHTO
TH
3. DESIGN SPECIFICATIONS: AASHTO LRFD 7
FUTURE WEARING SURFACE.
DEAD LOAD INCLUDE 35 LBS/SQ. FT. FOR
Sd1=0.167, (100.0 YEAR RETURN PERIOD).
CATEGORY "B" WITH As=0.216, Sds=0.414,
2. LOADING: HL-93 LIVE LOADING; SEISMIC
1, 2015)
DEPARTMENT OF TRANSPORTATION. (JANUARY
SPECIFICATIONS OF THE TENNESSEE
1. SPECIFICATIONS: STANDARD ROAD AND BRIDGE
I
PVI 34
+73.00
EL
EV. 707.15
+6.2
959%
PV
C 33
+13.00
-4.668%
PV
T 36
+33.00
EL
EV. 699.68
VC= 320'
EL
EV. 697.08
GRADE SKETCH
NOT TO SCALE
SHOWING SPRING CREEK RD.
GRADE SKETCH
NOT TO SCALE
SHOWING I-75NB TO I-24WB
EL
EV. 680.81
VC= 186'
-0.886%+0.4
989%
PV
C 208
+42.00
PVI 209
+35.00
EL
EV. 680.00
PV
T 210
+28.00
EL
EV. 680.46
TO SOUTH TERRACETO NORTH TERRACE
DENOTES: INTEGRALI FT/FT
0.04
12'-0"
SHOULDER
FT/FT
0.03 FT/FT
0.02
SHOULDER
12'-0"
FT/FT
0.04
ELEVATION VIEW
NOT TO SCALE
LOOKING WEST
AND COLUMNS.
4. APPLY TEXTURE COATING TO PARAPET, BENT,
3. MAINTAIN 16'-6" MIN. VERTICAL CLEARANCE.
ABUTMENTS.
AND PLACE NEW SUPERSTRUCTURE AND
2. REMOVE BENTS, SUPERSTRUCTURE, ABUTMENTS
1. INSTALL WALLS AT ABUTMENTS 1 AND 2.
I
I
ACTUAL: 16'-11"
REQUIRED: 16'-6"
MIN. VERT. CLEARANCE:
DESIGNED BY
DRAWN BY
SUPERVISED BY
CHECKED BY
DATE
DATE
DATE
DATE
PROJECT NO. YEAR SHEET NO.
REVISIONS
NO. DATE BY BRIEF DESCRIPTION
STATE OF TENNESSEE
DEPARTMENT OF TRANSPORTATION
2018
HAMILTON COUNTY
OVER I-24 WB
SPRING CREEK ROAD
BRIDGE NO. 33I00240063
PRELIMINARY LAYOUT OF BRIDGE
BRIDGE NO. 5A
SN
AP P
T P
DF
SN
AP
PT
PD
F
SN
AP
PT
PD
F
SN
AP
PT
PD
F
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Projects\0010
000\0014
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304 I-
75 Interchange at I-
24
Ow
ners
Re
p
TD
OT\
Structures\
Brid
ges\05
A - Sprin
g
Cree
k
Road o
ver I-
24
WB\
Dgn\5
A_Preli
m
Lay
out.d
gn
STATE PROJ. NO. 33005-1185-44
IM/NH-75-1(131)
WHP
KLP
BEB
JMT
05/2018
05/2018
05/2018
05/2018
LOCATION MAP
NOT TO SCALE
60' ROADWAY WITH STD-11-1 PARAPET
DESIGN SPEED (I-24 WB) = 55 M.P.H.
DESIGN SPEED (SPRING CREEK RD.) = 30 M.P.H.
2041 ADT (I-24 WB) = 77,930
2041 ADT (SPRING CREEK RD.) = 6,810
2018
PRELIMINARY PLANS
1'-0" 6'-0"5'-0" 1'-0"5'-0"6'-0"
84'-0" OUT-TO-OUT
2 LANES @ 12'-0" = 24'-0" 2 LANES @ 12'-0" = 24'-0"12'-0"
3'-0"
‹"
VA
RI
ES
9 SPA. @ 8'-6" = 76'-6"
1'-0"
6"
(TYP.)
STD-11-1
GUTTERLINE I-24
(TYP.)
PLATE GIRDER
36" WELDED
F.G.
{ SPRING CREEK RD.
{ BRIDGE
PROPOSED
SIDEWALK BIKEWAY SIDEWALKBIKEWAY
0.02 FT/FT 0.02 FT/FT 0.02 FT/FT0.02 FT/FT
{
BE
AM
9ƒ"
AB
OV
E
8‚"
DE
CK
3'-9"
(TYP.)
TYPICAL SECTION AT ABUTMENT
NOT TO SCALE1'-4"
TYPICAL BEAM CROSS SECTION
NOT TO SCALE
3'-0"
5'-7ƒ"
SECTION "A"-"A"
NOT TO SCALE
DESIGNED BY
DRAWN BY
SUPERVISED BY
CHECKED BY
DATE
DATE
DATE
DATE
PROJECT NO. YEAR SHEET NO.
REVISIONS
NO. DATE BY BRIEF DESCRIPTION
2018
STATE OF TENNESSEE
DEPARTMENT OF TRANSPORTATION
2018
HAMILTON COUNTY
OVER I-24 WB
SPRING CREEK ROAD
BRIDGE NO. 33I0024OO63
PRELIMINARY SUPERSTRUCTURE
BRIDGE NO. 5A
SN
AP P
T P
DF
SN
AP
PT
PD
F
SN
AP
PT
PD
F
SN
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PT
PD
F
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Projects\0010
000\0014
000\14
304 I-
75 Interc
hange at I-
24
Ow
ners
Re
p
TD
OT\
Structures\
Brid
ges\05
A - Sprin
g
Cree
k
Road o
ver I-
24
WB\
Dgn\5
A_Preli
m
Superstructure.d
gn
STATE PROJ. NO. 33005-1185-44
IM/NH-75-1(131)
WHP
KLP
BEB
JMT
05/2018
05/2018
05/2018
05/2018PRELIMINARY PLANS
1'-0"
1'-0"
OU
T-
TO-
OU
T
= 84'-0"
RO
AD
WA
Y
WI
DT
H
= 60'-0"
5 LANES @ 12'-0" = 60'-0"
ROADWAY WIDTH = 84'-0"
5'-1"
5'-1"
5 LANES @ 12'-0" = 60'-0"
LENGTH OF BRIDGE ALONG PROPOSED { SPRING CREEK RD. = 94'-3"\
EXISTING ABUTMENTS
TO BE REMOVED
(TYP.)
WALL
RET.
F.F.
ABUTMENT
F.F.
TO BE REMOVED
EXISTING BENT 2
TO BE REMOVED
EXISTING BENT 1
ABUTMENT
F.F.
WALL
RET.
F.F.
33+32.86\
BRIDGE STA.
BEG. OF
I-75 SB STA. 609+55.75
33+49.89 = 1-24 EB TO
SPRING CREEK RD. STA.
BRIDGE 5A
ABUTMENT
EXISTING
BRIDGE
LIMITS OF
F.G. EL.
I-24 EB
APPROX. EXISTING
GROUNDLINE (TYP.)
EXISTING BENTS TO BE REMOVED (TYP.)
BEGIN BRIDGE 5A
34+27.11\
STA.
END BRIDGE
F.G. EL. 702.17
STA. 34+27.11\
END. OF BRIDGE
F.G. EL. 698.19
STA. 33+32.86\
BEG. OF BRIDGE
35+18.23\
5A STA.
BRIDGE
BEGIN
EXISTING
ABUTMENTS TO BE
REMOVED (TYP.)
{ PROPOSED SPRING CREEK RD.
{ PROPOSED BL I-24 EB
STA. 33+47.14 I-24 EB TO I-75 SB STA. 609+15.66
POINT OF MIN. VERT. CLEARANCE SPRING CREEK RD.
RETAINING WALL #9 WALL #10
RETAINING
BR. 5B
N
SCOPE OF WORK
5'-0"
6'-0"
WA
LK
SI
DE
WA
Y
BI
KE
= 24'-0"
2
LA
NE
S
@ 12'-0"
5'-0"6'-0"
WA
LK
SI
DE
WA
Y
BI
KE
= 24'-0"
2
LA
NE
S
@ 12'-0"
12'-0"
GENERAL NOTES
"A""A"
PLAN VIEW
NOT TO SCALE
12'-0"
SHLDR.
12'-0"
SHLDR.
34+00
(T
YP.)
SPRING CREEK RD.
79'-8"\ ALONG {
I
PVI 34
+73.00
EL
EV. 707.15
+6.2
959%
PV
C 33
+13.00
-4.6681%
PV
T 36
+33.00
EL
EV. 699.68
VC= 320'
EL
EV. 697.08
GRADE SKETCH
NOT TO SCALE
SHOWING SPRING CREEK RD.
GRADE SKETCH
NOT TO SCALE
SHOWING I-24EB TO I-75SB
EL
EV. 680.81
VC= 186'
-0.886%+0.4
989%
PV
C 208
+42.00
PVI 209
+35.00
EL
EV. 680.00
PV
T 210
+28.00
EL
EV. 680.46
FT/FT
0.04
12'-0"
SHOULDER SHOULDER
FT/FT
0.03
FT/FT
0.04
12'-0"
TO NORTH TERRACE
TO SOUTH TERRACE
I
I
I DENOTES: INTEGRAL
ELEVATION VIEW
NOT TO SCALE
LOOKING WEST
FT/FT
0.02
IN ARTICLE 604.22 OF THE STANDARD SPECIFICATIONS.
11. BRIDGE DECK FINISH TO BE IN ACCORDANCE WITH NOTE "A"
ABUTMENTS.
10. BRIDGE EXCAVATION IS BASED ON FINAL PROFILE AT
TRAFFIC FACE AND TOP OF PARAPET TO BE OFF WHITE (37886)
9. TEXTURE COATING: TO BE MOUNTAIN GREY (36440) EXCEPT
(USE WHEN NEEDED)8. END OF BRIDGE DRAINS REQUIRED
7. USE STD-11-1 BRIDGE RAILING.
PLATE GIRDER AND COMPOSITE CONCRETE DECK SLAB.
6. SUPERSTRUCTURE: TO CONSIST OF 1 SPAN OF 36" WELDED
COAT ALL SLAB STEEL)
5. REINFORCING STEEL: TO BE ASTM A615 GRADE 60. (EPOXY
"DS" F'C= 4000 PSI
4. CONCRETE: CLASS "A" F'C= 3000 PSI, BRIDGE DECK CLASS
SEISMIC BRIDGE DESIGN, EDITION 2 (WITH INTERIMS).
AND THE 2011 AASHTO GUIDE SPECIFICATIONS FOR LRFD
EDITION, 2014, TH
3. DESIGN SPECIFICATIONS: AASHTO LRFD 7
WEARING SURFACE.
PERIOD). DEAD LOAD INCLUDE 35 LBS/SQ. FT. FOR FUTURE
As=0.216, Sds=0.414, Sd1=0.167, (100.0 YEAR RETURN
2. LOADING: HL-93 LIVE LOADING; SEISMIC CATEGORY "B" WITH
(JANUARY 1, 2015)
OF THE TENNESSEE DEPARTMENT OF TRANSPORTATION.
1. SPECIFICATIONS: STANDARD ROAD AND BRIDGE SPECIFICATIONS
60' ROADWAY WITH STD-11-1 PARAPET
DESIGN SPEED (I-24 EB) = 55 M.P.H.
DESIGN SPEED (SPRING CREEK RD.) = 30 M.P.H.
2041 ADT (I-24 EB) = 80,680
2041 ADT (SPRING CREEK RD.) = 5,030
AND COLUMNS.
4. APPLY TEXTURE COATING TO PARAPET, BENT,
3. MAINTAIN 16'-6" MIN. VERTICAL CLEARANCE.
ABUTMENTS.
AND PLACE NEW SUPERSTRUCTURE AND
2. REMOVE BENTS, SUPERSTRUCTURE, ABUTMENTS
1. INSTALL WALLS AT ABUTMENTS 1 AND 2.
S° 86 25' 40"
E
86° 54' 25"
ACTUAL: 16'-11"
REQUIRED: 16'-6"
POINT OF MIN. VERT. CLEARANCE:
DESIGNED BY
DRAWN BY
SUPERVISED BY
CHECKED BY
DATE
DATE
DATE
DATE
PROJECT NO. YEAR SHEET NO.
REVISIONS
NO. DATE BY BRIEF DESCRIPTION
2018
STATE OF TENNESSEE
DEPARTMENT OF TRANSPORTATION
2018
HAMILTON COUNTY
OVER I-24 EB
SPRING CREEK ROAD
BRIDGE NO. 33I00240063
PRELIMINARY LAYOUT OF BRIDGE
BRIDGE NO 5B
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DF
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AP
PT
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PD
F
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MY:\
Projects\0010
000\0014
000\14
304 I-
75 Interchange at I-
24
Ow
ners
Re
p
TD
OT\
Structures\
Brid
ges\05
B - Sprin
g
Cree
k
Road o
ver I-
24
EB\
Dgn\5
B_Preli
m
Lay
out.d
gn
STATE PROJ. NO. 33005-1185-44
IM/NH-75-1(131)
WHP
KLP
BEB
JMT
05/2018
05/2018
05/2018
05/2018
LOCATION MAP
NOT TO SCALE
PRELIMINARY PLANS
1'-0" 6'-0"5'-0" 1'-0"5'-0"6'-0"
84'-0" OUT-TO-OUT
2 LANES @ 12'-0" = 24'-0" 2 LANES @ 12'-0" = 24'-0"12'-0"
3'-0"
‹"
VA
RI
ES
9 SPA. @ 8'-6" = 76'-6"
1'-0"
6"
(TYP.)
STD-11-1
GUTTERLINE I-24
GIRDER (TYP.)
36" WLEDED PLATE
F.G.
{ SPRING CREEK RD.
{ BRIDGE
PROPOSED
SIDEWALK BIKEWAY SIDEWALKBIKEWAY
0.02 FT/FT 0.02 FT/FT0.02 FT/FT0.02 FT/FT
{
BE
AM
9ƒ"
AB
OV
E
8‚"
DE
CK
3'-9"
(TYP.)
TYPICAL SECTION AT ABUTMENT
NOT TO SCALE
1'-4"
TYPICAL BEAM CROSS SECTION
NOT TO SCALE
3'-0"
5'-1"
SECTION "A"-"A"
NOT TO SCALE
DESIGNED BY
DRAWN BY
SUPERVISED BY
CHECKED BY
DATE
DATE
DATE
DATE
PROJECT NO. YEAR SHEET NO.
REVISIONS
NO. DATE BY BRIEF DESCRIPTION
2018
STATE OF TENNESSEE
DEPARTMENT OF TRANSPORTATION
2018
HAMILTON COUNTY
OVER I-24 EB
SPRING CREEK ROAD
BRIDGE NO. 33I00240063
PRELIMINARY SUPERSTRUCTURE
BRIDGE NO. 5B
SN
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Projects\0010
000\0014
000\14
304 I-
75 Interc
hange at I-
24
Ow
ners
Re
p
TD
OT\
Structures\
Brid
ges\05
B - Sprin
g
Cree
k
Road o
ver I-
24
EB\
Dgn\5
B_Preli
m
Superstructure.d
gn
STATE PROJ. NO. 33005-1185-44
IM/NH-75-1(131)
WHP
KLP
BEB
JMT
05/2018
05/2018
05/2018
05/2018PRELIMINARY PLANS
OU
T-
TO-
OU
T
= 61'-3"
7•"
8" (
TY
P.)
7•"
4'-0" BERM
SPAN 3 = 116'-7"\SPAN 2 = 187'-5"\SPAN 1 = 114'-9‰"\
BRIDGE LENGTH ALONG F.G. I-75 = 418'-9‰"\
STA. 225+67.40
BEGINNING OF BRIDGE
STA. 226+82.17
{ PIER 1
STA. 228+69.59
{ PIER 2
BRIDGE
LIMITS OF
PROTECTION DETAILS
SEE RDO1-SA-1 FOR SLOPE
GROUNDLINE
EXISTING
APPROX.
ABUTMENTS (TYP.)
RIGHT ANGLES TO
2:1 SLOPE AT
CONSTRUCTED
ONCE NEW BRIDGE HAS BEEN
EXISTING BRIDGE TO BE REMOVED
DETAILS (TYP.)
PROTECTION
FOR SLOPE
SEE RD01-SA-1
ENDS OF PAVEMNT AT BRIDGE ENDS (TYP.)
STRIP SEAL EXPANSION JOINT AT BRIDGE
STD-1-5 FOR DETAILS (TYP.)
PAVEMENT AT BRIDE ENDS SEE
I-75NB RAMP
¿ I-24EB TO
GROUNDLINE
PROPOSED
ROCKLINE
APPROX.
F.G. EL. 703.49
STA. 228+69.59\
{ PIER 2
F.G. EL. 703.18
STA. 229+86.17\
END OF BRIDGE
F.G. EL. 702.11
STA. 226+82.17\
{ PIER 1F.G. EL. 700.11
STA. 225+67.40\
BEGINNING OF BRIDGE
I-24WB RAMP
I-75NB TO
PROPOSED F.G.
RAMP
I-24EB TO I-75NB
PROPOSED ¿ & F.G.
STA. 915+95.20 I-24EB TO I-75NB RAMP
STA. 227+34.11 I-75NB TO I-24WB RAMP
STA. 229+86.17
END OF BRIDGE
BR. 6
915
226227
228
229
230
N
917
916
PLAN VIEW
NOT TO SCALE
PVI 228
+12.07
4.00
%
PV
C 222
+83.57
-3.00%
EL
EV. 712.57
PV
T 233
+40.57
EL
EV. 696.72
VLC=1,057'
GRADE SKETCH
I-75NB TO I-24WB RAMP
EL
EV. 691.43
ELEVATION VIEW
NOT TO SCALE
LOOKING WEST
4'-0"
(TYP.)
BERM
RO
AD
WA
Y
WI
DT
H
= 60'-0"
12'-0"
SH
LD
R.
12'-0"
SH
LD
R.
36'-0"
12'-0"
=
3
LA
NE
S
@
GENERAL NOTES
IF
F
I
I
F
DENOTES: INTERGRAL
DENOTES: FIXED
21
36'-0"
12'-0" =
3 L
ANES
@
12'-0"
SHL
DR.
12'-0"
SHL
DR.
RO
AD
WA
Y
WI
DT
H = 60'-0"
ZO
NE
CLE
AR
33'-0"
ZO
NE
CLE
AR
33'-0"
700
710
690
720
680
700
710
690
720
680
ACTUAL: 16'-6"
REQUIRED: 16'-6"
I-24EB TO I-75NB RAMP STA. 916+22.00
I-75NB TO I-24WB RAMP STA. 227+79.31=
POINT OF MIN. VERT. CLEARANCE:
SCOPE OF WORK
5. DEMOLISH EXISITNG BRIDGE.
4. SWITCH TRAFFIC TO NEWLY CONSTRUCTED BRIDGE.
3. APPLY TEXTURE COATING TO PARAPET AND BENTS.
2. MAINTAIN 16'-6" MIN. VERTICAL CLEARANCE.
1. CONSTRUCT BENTS, ABUTMENT, AND SUPERSTRUTURE.
BRIDGE END DRAINS
GRADE SKETCH
I-24EB TO I-75NB RAMP
+0.1404%
PVI 917
+90.85
EL
EV. 678.01
PVI 915
+51.64
EL
EV. 677.67
60'-0" ROADWAY WITH STD-1-1SS PARAPET
DESIGN SPEED (I-75SB TO I-24WB) = 60 MPH
2041 ADT (I-75SB TO I-24WB) = 36,380
SPECIFICATIONS.
"C" IN ARTICLE 604.22 OF THE STANDARD
12. BRIDGE DECK FINISH TO BE IN ACCORDANCE WITH NOTE
ABUTMENTS AND FINAL PROFILE AT BENTS.
11. BRIDGE EXCAVATION IS BASED ON FINAL PROFILE AT
OFF WHITE (37886)
EXCEPT TRAFFIC FACE AND TOP OF PARAPET TO BE
10. TEXTURE COATING: TO BE MOUNTAIN GREY (36440)
9. END OF BRIDGE DRAINS REQUIRED (USE WHEN NEEDED)
8. BENTS ARE TWO POST, FIXED CAP STRUCTURES.
7. USE STD-1-1SS BRIDGE RAILING.
SLAB.
WELDED PLATE GIRDER AND COMPOSITE CONCRETE DECK
6. SUPERSTRUCTURE: TO CONSIST OF 3 SPANS OF 60"
(EPOXY COAT ALL SLAB STEEL)
5. REINFORCING STEEL: TO BE ASTM A615 GRADE 60.
CLASS "DS" F'C= 4000 PSI
4. CONCRETE: CLASS "A" F'C= 3000 PSI, BRIDGE DECK
INTERIMS).
FOR LRFD SEISMIC BRIDGE DESIGN, EDITION 2 (WITH
2014, AND THE 2011 AASHTO GUIDE SPECIFICATIONS
3. DESIGN SPECIFICATIONS: AASHTO LRFD 7TH EDITION,
LBS/SQ. FT. FOR FUTURE WEARING SURFACE.
YEAR RETURN PERIOD). DEAD LOAD INCLUDE 35
"B" WITH As=0.216, Sds=0.414, Sd1=0.167, (100.0
2. LOADING: HL-93 LIVE LOADING; SEISMIC CATEGORY
TRANSPORTATION. (JANUARY 1, 2015)
SPECIFICATIONS OF THE TENNESSEE DEPARTMENT OF
1. SPECIFICATIONS: STANDARD ROAD AND BRIDGE
TRANS. LENGTH 268'
DESIGN SPEED 30 MPH
SE 0.030 FT/FT
Ls 161.00
Ts 1,463.98
Lc 2,552.26
Rc 5,638.00
E 2,204,226.0101
N 245,030.2533
PI 917+79.94
CURVE I24EBTOI75NB_1
TRANS. LENGTH 514'
DESIGN SPEED 60MPH
SE 0.076 FT/FT
Ls 407.00
Ts 1,439.67
Lc 1,668.24
Rc 1,530.00
E 2,204,198.8061
N 245,587.5493
PI 228+64.77
CURVE I75NBTOI24WB_2
STATE PROJ. NO. 33005-1185-44
IM/NH-75-1(131)
WHP
KLP
BEB
JMT
05/2018
05/2018
05/2018
05/2018
LOCATION MAP
NOT TO SCALE
DESIGNED BY
DRAWN BY
SUPERVISED BY
CHECKED BY
DATE
DATE
DATE
DATE
PROJECT NO. YEAR SHEET NO.
REVISIONS
NO. DATE BY BRIEF DESCRIPTION
2018
STATE OF TENNESSEE
DEPARTMENT OF TRANSPORTATION
2018
HAMILTON COUNTY
I-24 EB TO I-75 NB RAMP
OVER
I-75 NB TO I-24 WB
BRIDGE NO. XX-XXXX-XXXX
PRELIMINARY LAYOUT
BRIDGE NO. 6
SN
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T P
DF
SN
AP
PT
PD
F
SN
AP
PT
PD
F
SN
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Projects\0010
000\0014
000\14
304 I-
75 Interchange at I-
24
Ow
ners
Re
p
TD
OT\
Structures\
Brid
ges\06 - I-
75
NB to I-
24
W
over I-
24
EB to I-
75
NB\
Dgn\06 - Preli
mi n
ary
Lay
out.d
gn
SCALE: 1" = 20'
PRELIMINARY PLANS
3'-7•"
7•"7•" 12'-0"3 LANES @ 12'-0" = 36'-0"12'-0"
OUT-TO-OUT = 61'-3"
8‚"1
0ƒ"
6 SPACES @ 9'-0" = 54'-0"
{ BEAM (TYP.)
(TYP.)
STD-1-1SS
66" WEB (TYP.)
WELDED PLATE GIRDER
TO I-24WB
F.G. I-75NB
PROPOSED
(TYP.)
SHOULDER SHOULDER
0.076 FT/FT
DE
CK
{
BE
AM
AB
OV
E
TYPICAL SECTION AT BENT
NOT TO SCALE
LOOKING FORWARD
STATE PROJ. NO. 33005-1185-44
IM/NH-75-1(131)
WHP
KLP
BEB
JMT
05/2018
05/2018
05/2018
05/2018
DESIGNED BY
DRAWN BY
SUPERVISED BY
CHECKED BY
DATE
DATE
DATE
DATE
PROJECT NO. YEAR SHEET NO.
REVISIONS
NO. DATE BY BRIEF DESCRIPTION
2018
STATE OF TENNESSEE
DEPARTMENT OF TRANSPORTATION
2018
HAMILTON COUNTY
I-24 EB TO I-75 SB
OVER
I-75 NB TO I-24 WB
BRIDGE NO. XX-XXXX-XXXX
PRELIMINARY SUPERSTRUCTURE
BRIDGE NO. 6
SN
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F
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Projects\0010
000\0014
000\14
304 I-
75 Interchange at I-
24
Ow
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Re
p
TD
OT\
Structures\
Brid
ges\06 - I-
75
NB to I-
24
W
over I-
24
EB to I-
75
NB\
Dgn\06 - Preli
min
ary
Superstructure.d
gn
SCALE: 1" = 4'
PRELIMINARY PLANS
PT 636+00.59
STA. 634+60.46
BENT-7 STA. 635+28.96
BENT-8
STA. 635+97.46
END OF BRIDGE
(TYP)
JOINT AT END OF P.A.B.E.
STRIP SEAL EXPANSION
ID 33I00750009)
BE REMOVED (BRIDGE
EXISTING BRIDGE TO
2'-6" THICK (TYP.)
CLASS "B" RIP-RAP
STA. 633+91.96
BENT-6
STA. 632+76.96
BENT-5
STA. 631+51.96
BENT-4
STA. 630+26.96
BENT-3
STA. 629+01.96
BENT-2
STA. 627+76.96
BENT-1
STA. 626+51.96
BEG. OF BRIDGE
EMBED. 2'-6" (TYP.)
CLASS "B" RIP-RAP
FG EL. 691.44
STA. 626+51.96\
BEG. OF BRIDGE
ENDS SEE STD-1-5 (TYP)
PAVEMENT AT BRIDGE
SH
LD.
12'-0"
SH
LD.
12'-0"
FG EL. 695.76
STA. 627+76.96
{ BENT-1
FG EL. 699.29
STA. 629+01.96
{ BENT-2
FG EL. 701.79
STA. 630+26.96
{ BENT-3
FG EL. 703.25
STA. 631+51.96
{ BENT-4
FG EL. 703.68
STA. 632+76.96
{ BENT-5
FG EL. 703.16
STA. 633+91.96
{ BENT-6
FG EL. 702.44
STA. 634+60.46
{ BENT-7 FG EL. 701.40
STA. 635+28.96
{ BENT-8
FG EL. 700.05
STA. 635+97.46
END OF BRIDGE
ROCKLINE
APPROX.
GROUNDLINE
EXISTING
APPROX.
ELEV. 676.94'
100 YEAR HIGHWATER
TO BE REMOVED
EXISTING BRIDGE
ELEV. 682.33'
500 YEAR HIGHWATER
WALL
BEND IN
TO STA. 636+00.59
TANGENT LINE
GROUNDLINE
APPROX. EXISTING
90•
BRIDGE
LIMITS OF
SH
LD.
SH
LD.
61'-3"
OU
T-
TO-
OU
T
(IF NEEDED)
SHEET PILING
TEMPORARY
TO I-75 SB
SURVEY I-24 EB
PROPOSED {
RETAINING WALL #11
BR. 7
10'-0"
ELEVATION VIEW
NOT TO SCALE
LOOKING EAST
c
CS 632
+69.59
GENERAL NOTES
SCOPE OF WORK
4. INSTALL WALLS AT ABUTMENTS 1 AND 2.
COLUMNS.
3. APPLY TEXTURE COATING TO PARAPET, BENT, AND
2. CONSTRUCT NEW SUPERSTRUCTURE AND ABUTMENTS.
MAINTAIN TRAFFIC.
1. INSTALL TEMPORARY SHORING AS REQUIRED TO
N
PLAN VIEW
NOT TO SCALE
635+00
45•
(TO TAN.)
71•31'32"
36'-0"
=
@ 12'-0"
3
LA
NE
S7•"
7•"
670
680
650
690
700
710
660
640
SPAN-1 = 125'-0"\ SPAN-2 = 125'-0"\ SPAN-3 = 125'-0"\ SPAN-4 = 125'-0"\ SPAN-5 = 125'-0"\ SPAN-6 = 115'-0"\
68'-6"\
SPAN-7 =
68'-6"\
SPAN-8 =
68'-6"\
SPAN-9 =
LENGTH OF BRIDGE = 945'-6"\
RETAINING WALL
LOW GIRDER 695.24'
(TYP.)
4'-0" BERM
AND BENT-5 ARE RADIAL TO CENTERLINE SURVEY.
NOTE: ABUTMENT-1, BENT-1, BENT-2, BENT-3, BENT-4
PVI 633
+03.98
EL
EV. 714.26
+3.5
000%
PV
C 627
+37.48
-4.0000%
PV
T 638
+70.48
EL
EV. 691.60
VC= 1,133'
EL
EV. 694.43
GRADE SKETCH
NOT TO SCALE
= 60'-0"
RO
AD
WA
Y
DENOTE: END OF BRIDGE DRAIN
DENOTE: DECK DRAIN
36'-0"
@ 12'
=3
LA
NE
S12'
12'
LS 331.00
ST 110.39
LT 257.50
`S 4• 15' 15"
ES 2,204,418.0176
NS 244,117.3274
PI 633+79.98
SPIRAL 2A I24E_0006CURVE I24EBTOI75SB_2
PI 624+99.26
N 244,868.1334
E 2,203,837.3190
R 2,229.00
L 1,615.25
T 844.93
SE 0.062 FT/FT
DESIGN SPEED 60 MPH
TRANS. LENGTH 439'
* AT UPSTREAM FACE OF BRIDGE NO. 7 (MAX BW IS 1.59 FT AT APPROACH)
ROADWAY OVERTOPPING = N/A
500 YEAR DISCHARGE = 12,450 CFS (FEMA FIS)
100 YEAR DISCHARGE = 10,450 CFS (FEMA FIS)
100 YEAR BRIDGE BACKWATER = 0.43 FT @ EL. 676.94*
100 YEAR VELOCITY = 7.79 FPS
1,370.47 SQ. FT. (UPSTREAM FACE)
WATER AREA PROVIDED BELOW 100 YEAR ELEVATION =
DESIGN DISCHARGE (100 YR) = 10,450 CFS (FEMA FIS)
DRAINAGE AREA = 20.8 SQ. MI. (STREAMSTATS)
HYDRAULIC DATA
ARTICLE 604.22 OF THE STANDARD SPECIFICATIONS.
13. BRIDGE DECK FINISH TO BE IN ACCORDANCE WITH NOTE "C" IN
AND EXISTING GROUND LINE AT BENTS.
12. BRIDGE EXCAVATION IS BASED ON FINAL PROFILE AT ABUTMENTS
FOR UNDER ROADWAY ITEMS.
REQUIREMENTS OF SECTION 709 AND SHALL BE MEASURED AND PAID
11. MACHINE RIP-RAP SHALL BE CLASS "B" , TO MEET THE QUALITY
TRAFFIC FACE AND TOP OF PARAPET TO BE OFF WHITE (37886)
10. TEXTURE COATING: TO BE MOUNTAIN GREY (36440) EXCEPT
9. END OF BRIDGE DRAINS REQUIRED (USE WHEN NEEDED)
8. BENTS ARE THREE POST, FIXED CAP STRUCTURES.
7. USE STD-1-1SS BRIDGE RAILING.
BEAMS AND 3 SPANS OF TYPE III I BEAMS.
6. SUPERSTRUCTURE: TO CONSIST OF 6 SPANS OF 63" BULB-TEE
ALL SLAB STEEL)
5. REINFORCING STEEL: TO BE ASTM A615 GRADE 60. (EPOXY COAT
F'C= 4000 PSI
4. CONCRETE: CLASS "A" F'C= 3000 PSI, BRIDGE DECK CLASS "DS"
DESIGN, EDITION 2 (WITH INTERIMS).
THE 2011 AASHTO GUIDE SPECIFICATIONS FOR LRFD SEISMIC BRIDGE
3. DESIGN SPECIFICATIONS: AASHTO LRFD 7TH EDITION, 2014, AND
DEAD LOAD INCLUDE 35 LBS/SQ. FT. FOR FUTURE WEARING SURFACE.
As=0.216, Sds=0.414, Sd1=0.167, (100.0 YEAR RETURN PERIOD).
2. LOADING: HL-93 LIVE LOADING; SEISMIC CATEGORY "B" WITH
2015)
THE TENNESSEE DEPARTMENT OF TRANSPORTATION. (JANUARY 1,
1. SPECIFICATIONS: STANDARD ROAD AND BRIDGE SPECIFICATIONS OF
STATE PROJ. NO. 33005-1185-44
IM/NH-75-1(131)
WHP
KLP
BEB
JMT
05/2018
05/2018
05/2018
05/2018
DESIGNED BY
DRAWN BY
SUPERVISED BY
CHECKED BY
DATE
DATE
DATE
DATE
PROJECT NO. YEAR SHEET NO.
REVISIONS
NO. DATE BY BRIEF DESCRIPTION
2018
STATE OF TENNESSEE
DEPARTMENT OF TRANSPORTATION
2018
HAMILTON COUNTY
SPRING CREEK
OVER
I-24EB TO I-75SB
BRIDGE NO XX-XXXX-XXXX
PRELIMINARY LAYOUT OF BRIDGE
BRIDGE NO. 7
SN
AP P
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DF
SN
AP
PT
PD
F
SN
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PD
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Projects\0010
000\0014
000\14
304 I-
75 Interc
hange at I-
24
Ow
ners
Re
p
TD
OT\
Structures\
Brid
ges\07 - I-
24
EB to I-
75 S
B o
ver
Sprin
g
Cree
k\
Dgn\07_ Preli
min
ary
Lay
out
Wit
h9
Spans.d
gn
SCALE: 1 = 40
ST
R-2
SP
RI
NG
CR
EE
K
FL
OW
OF
LOCATION MAP
NOT TO SCALE
670
680
650
690
700
660
(TYP.
)BERM 4'-0
"
61'-3" ROADWAY WIDTH WITH STD-1-1SS PARAPET
DESIGN SPEED (I-24EB TO I-75SB) =
2041 ADT (I-24EB TO I-75SB) = 39,560
PRELIMINARY PLANS
7•" 7•"
OUT-TO-OUT = 61'-3"
ROADWAY WIDTH = 60'-0"
8‚"
3'-7•" 6 SPACES @ 9'-0" = 54'-0"
12'-0"3 LANES @ 12'-0" = 36'-0"12'-0"
7•" 7•"
OUT-TO-OUT = 61'-3"
ROADWAY WIDTH = 60'-0"
8‚"
6 SPACES @ 9'-0" = 54'-0"
12'-0"3 LANES @ 12'-0" = 36'-0"12'-0"
STD-1-1SS
(TYP.)
PROPOSED F.G.
I-24EB TO I-75SB
{ BEAM (TYP.)
TYPE III I BEAMS (TYP.)
STD-1-1SS
(TYP.)
PROPOSED F.G.
I-24EB TO I-75SB
{ BEAM (TYP.)
BULB-TEE 63 BEAMS (TYP.)
SHOULDER SHOULDER
DE
CK
1'-ƒ"
BE
AM
AB
OV
E {
(TYP.)
SHOULDER SHOULDER
DE
CK
1'-ƒ"
BE
AM
AB
OV
E {
(TYP.)
3'-7•"
TYPICAL SECTION SPANS 7, 8 AND 9
TYPICAL SECTION SPANS 1, 2, 3, 4, 5 AND 6
VARIES FT/FT
(LOOKING FORWARD)
(LOOKING FORWARD)
STATE PROJ. NO. 33005-1185-44
IM/NH-75-1(131)
WHP
KLP
BEB
JMT
05/2018
05/2018
05/2018
05/2018
DESIGNED BY
DRAWN BY
SUPERVISED BY
CHECKED BY
DATE
DATE
DATE
DATE
PROJECT NO. YEAR SHEET NO.
REVISIONS
NO. DATE BY BRIEF DESCRIPTION
2018
STATE OF TENNESSEE
DEPARTMENT OF TRANSPORTATION
2018
HAMILTON COUNTY
SPRING CREEK
OVER
I-24EB TO I-75 SB
BRIDGE NO. XX-XXXX-XXXX
PRELIMINARY SUPERSTRUCTURE
BRIDGE NO. 7
SN
AP P
T P
DF
SN
AP
PT
PD
F
SN
AP
PT
PD
F
SN
AP
PT
PD
F
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PM
Y:\
Projects\0010
000\0014
000\14
304 I-
75 Interchange at I-
24
Ow
ners
Re
p
TD
OT\
Structures\
Brid
ges\07 - I-
24
EB to I-
75 S
B o
ver
Sprin
g
Cree
k\
Dgn\07_ Preli
mi n
ary
Superstructure
Wit
h9
Spans.d
gn
SCALE: 1/4" = 1'
0.062 FT/FT
PRELIMINARY PLANS
7•"
7•"
RO
AD
WA
Y
WI
DT
H
= 60' -0"
OU
T-
TO-
OU
T
= 61' -3"
4'-0" BERM
2'-6"
BRIDGE LENGTH ALONG PROPOSED ¿ = 118'-3" \
PROPOSED GROUNDLINE
DATUM 654.5
ABUTMENTS (TYP.)
ANGLES FROM
2:1 SLOPES AT RIGHT
(BRIDGE NO. 33I00750010)
EXITSTING BRIDGE TO BE REMOVED
STA. 240+21.09
BEGIN BRIDGE
241+39.34
END BRIDGE STA.
EL. 684.90
END BRIDGE STA.241+39.34 EL. 685.49
BEGIN BRIDGE STA. 240+21.09
EMBED 2'-6" (TYP.)
CLASS "B" RIP RAP
GROUNDLINE
EXISTING
ELEV. 676.38'
100 YEAR HIGHWATER
ELEV. 681.72'
500 YEAR HIGHWATER
2'-6" THICK (TYP.)
CLASS "B" RIP RAP
BE REMOVED
EXISTING BRIDGE TO
BR. 8
BEGIN BRIDGE 10 RAMP D
P.A.B.E. (TYP.)
JOINT AT END OF
STRIP SEAL EXPANSION
TO I-24WB
PROPOSED ¿ I-75NB
ENDS SEE STD-1-5 (TYP.)
PAVEMENT AT BRIDGE
END BRIDGE 10 RAMP D
240+00
241+00
12' -0"
SH
LD
R.
SH
LD
R.
12' -0"
3
LA
NE
S
@ 12'-0"
= 36' -0"
GENERAL NOTES
ARTICLE 604.22 OF THE STANDARD SPECIFICATIONS.
12. BRIDGE DECK FINISH TO BE IN ACCORDANCE WITH NOTE "C" IN
11. BRIDGE EXCAVATION IS BASED ON FINAL PROFILE AT ABUTMENTS.
FOR UNDER ROADWAY ITEMS.
REQUIREMENTS OF SECTION 709 AND SHALL BE MEASURED AND PAID
10. MACHINE RIP-RAP SHALL BE CLASS "XXX" , TO MEET THE QUALITY
FACE AND TOP OF PARAPET TO BE OFF WHITE (37886)
9. TEXTURE COATING: TO BE MOUNTAIN GREY (36440) EXCEPT TRAFFIC
8. END OF BRIDGE DRAINS REQUIRED (USE WHEN NEEDED)
7. USE STD-1-1SS BRIDGE RAILING.
COMPOSITE CONCRETE DECK SLAB.
6. SUPERSTRUCTURE: TO CONSIST OF 1 SPAN OF BT-63 BEAMS AND
SLAB STEEL)
5. REINFORCING STEEL: TO BE ASTM A615 GRADE 60. (EPOXY COAT ALL
F'C= 4000 PSI
4. CONCRETE: CLASS "A" F'C= 3000 PSI, BRIDGE DECK CLASS "DS"
BRIDGE DESIGN, EDITION 2 (WITH INTERIMS).
THE 2011 AASHTO GUIDE SPECIFICATIONS FOR LRFD SEISMIC
3. DESIGN SPECIFICATIONS: AASHTO LRFD 7TH EDITION, 2014, AND
SURFACE.
DEAD LOAD INCLUDE 35 LBS/SQ. FT. FOR FUTURE WEARING
As=0.216, Sds=0.414, Sd1=0.167, (100.0 YEAR RETURN PERIOD).
2. LOADING: HL-93 LIVE LOADING; SEISMIC CATEGORY "B" WITH
2015)
THE TENNESSEE DEPARTMENT OF TRANSPORTATION. (JANUARY 1,
1. SPECIFICATIONS: STANDARD ROAD AND BRIDGE SPECIFICATIONS OF
PLAN VIEW
NOT TO SCALE
ELEVATION VIEW
NOT TO SCALE
LOOKING WEST
SCOPE OF WORK
N
(TYP.)
4'-0" BERM 670
680
690
660
650
670
680
690
660
650
LOW GIRDER 678.44'
3. APPLY TEXTURE COATING TO PARAPET AND COLUMNS.
2. MAINTAIN 16'-6" MIN. VERTICAL CLEARANCE.
SUPERSTRUCTURE AND ABUTMENTS.
1. REMOVE BENTS, SUPERSTRUCTURE, ABUTMENTS AND PLACE NEW
0.500%
EL. 686.48
ST
A. 238
+23.52
ST
A. 248
+50.00
EL. 681.34
GRADE SKETCH
NOT TO SCALE
SHOWING I-75NB TO I-24WB
LOCATION MAP
NOT TO SCALE
STATE PROJ. NO. 33005-1185-44
IM/NH-75-1(131)
WHP
KLP
BEB
JMT
05/2018
05/2018
05/2018
05/2018
60'-0" ROADWAY WIDTH WITH STD-1-1SS PARAPET
DESIGN SPEED (I-75NB TO I-24WB) = 60 MPH
2041 ADT (I-75NB TO I-24WB) = 27,670
* AT UPSTREAM FACE OF BRIDGE NO. 8 (MAX BW IS 0.31 FT AT APPROACH)
ROADWAY OVERTOPPING = N/A
500 YEAR DISCHARGE = 12,450 CFS
100 YEAR DISCHARGE = 10,450 CFS
100 YEAR BRIDGE BACKWATER = 0.00 FT @ EL. 676.38*
100 YEAR VELOCITY = 6.83 FPS
1,529.81 SQ. FT.
WATER AREA PROVIDED BELOW 100 YEAR ELEVATION =
DESIGN DISCHARGE (100 YR) = 10,450 CFS
DRAINAGE AREA = 20.8 SQ. MI.
HYDRAULIC DATA
DESIGNED BY
DRAWN BY
SUPERVISED BY
CHECKED BY
DATE
DATE
DATE
DATE
PROJECT NO. YEAR SHEET NO.
REVISIONS
NO. DATE BY BRIEF DESCRIPTION
2018
STATE OF TENNESSEE
DEPARTMENT OF TRANSPORTATION
2018
HAMILTON COUNTY
SPRING CREEK
OVER
I-75NB TO I-24WB
BRIDGE NO. XX-XXX-XXXX
PRELIMINARY LAYOUT
BRIDGE NO. 8
SN
AP P
T P
DF
SN
AP
PT
PD
F
SN
AP
PT
PD
F
SN
AP
PT
PD
F
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Projects\0010
000\0014
000\14
304 I-
75 Interchange at I-
24
Ow
ners
Re
p
TD
OT\
Structures\
Brid
ges\08 - I-
75
NB to I-
24
WB o
ver
Sprin
g
Cree
k\
Dgn\08_Preli
min
ary
Lay
out of
Brid
ge.d
gn
SCALE: 1" = 10'
(S
TR-2)
SP
RI
NG
CR
EE
K
FL
OW
OF
PRELIMINARY PLANS
1'-ƒ"
OUT-TO-OUT = 61'-3"
ROADWAY WIDTH = 60'-0"7•" 7•"
12'-0"3 LANES @ 12'-0" = 36'-0"12'-0"
7 SPACES @ 7'-9" = 54'-3"
BT-63 (TYP.)
(TYP.)
STD-1-1SS
{ BEAM
(TYP)
PROPOSED
F.G. I-75NB
TO I-24WB
BE
AM
AB
OV
E {
8‚"
DE
CK
SHOULDER SHOULDER
3'-0"
3'-6"
(TYP.)
0.02 FT/FT
DESIGNED BY
DRAWN BY
SUPERVISED BY
CHECKED BY
DATE
DATE
DATE
DATE
PROJECT NO. YEAR SHEET NO.
REVISIONS
NO. DATE BY BRIEF DESCRIPTION
2018
STATE OF TENNESSEE
DEPARTMENT OF TRANSPORTATION
2018
HAMILTON COUNTY
CHICKAMAUGA CREEK
OVER
I-75NB TO I-24WB
BRIDGE NO. XX-XXXX-XXXX
PRELIMINARY SUPERSTRUCTRE
BRIDGE NO. 8
SN
AP P
T P
DF
SN
AP
PT
PD
F
SN
AP
PT
PD
F
SN
AP
PT
PD
F
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Projects\0010
000\0014
000\14
304 I-
75 Interchange at I-
24
Ow
ners
Re
p
TD
OT\
Structures\
Brid
ges\08 - I-
75
NB to I-
24
WB o
ver
Sprin
g
Cree
k\
Dgn\08_Preli
min
ary
Superstructure.d
gn
SCALE:‚" = 1'
STATE PROJ. NO. 33005-1185-44
IM/NH-75-1(131)
WHP
KLP
BEB
JMT
05/2018
05/2018
05/2018
05/2018
TYPICAL SECTION AT ABUTMENT
NOT TO SCALE
LOOKING FORWARD
PRELIMINARY PLANS
SPAN 4 = 125'-0"\SPAN 3 = 125'-0"\SPAN 2= 125'-0"\SPAN 1: 125'-0"\
4'-0
"
6'-0
"
BRIDGE LENGTH ALONG PROPOSED ¿ = 500'-0"\
SHLDR.
6'-0"
SHLDR.
12'-0"
LANE
12'-0"
LANE
12'-0"
¿ RAMP G
BEG. BRIDGE
STA. 2325+67.79
EXISTING GROUNDLINE
BRIDGE
LIMITS OF
EL. 696.64
STA. 2325+67.79\
BEG. BRIDGE
RAMP G STA. 2602+ 27.28
RAMP D STA. 2328+70.13 =
F.G. RAMP GPROPOSED GROUNDLINE
PROTECTION DETAILS
SEE RD01-SA-1 FOR SLOPE
PROPOSED FILL SLOPE
PROPOSED FILL SLOPE
BENT 3 STA. 2329+42.79
BENT 2 STA. 2328+17.79
BENT 1 STA. 2326+92.79
END OF BRIDGE
STA. 2330+67.81
LANE
TAPERED
4'-0"
SEE STD-1-5 (TYP.)
PAVEMENT AT BRIDGE ENDS
PROTECTION DETAILS
SEE RD01-SA-1 FOR SLOPE
APPROXIMATE ROCKLINE
PI 2329+40.85
BR. 9
¿ RAMP D (RINGGOLD RD.)
RETAINING WALL NO. 13
RETAINING WALL NO. 14
P.C. 2600+00
EL. 700.879
STA. 2330+67.81\
END. BRIDGE
EL. 700.44
BENT 1 STA. 2326+92.79\
EL. 702.41
BENT 2 STA. 2328+17.79\
EL. 702.55
BENT 3 STA. 2329+42.79\
N
= 42'-0"
RO
AD
WA
Y
WI
DT
H
= 43'-3"
OU
T-
TO-
OU
T
(TYP.)
BERM
4'-0"
PLAN VIEW
NOT TO SCALE
ELEVATION VIEW
NOT TO SCALE
LOOKING WEST
2330+002329+00
2328+00
2327+002326+00
I
I
F
DENOTES: INTEGRAL
DENOTES: FIXED
SE 0.000 FT/FT
T 105.37
L 197.62
R 230.00
E 2,205,722.0608
N 242,322.3333
PI 2601+05.37
CURVE RAMPG-1
SE 0.000 FT/FT
T 112.65
L 201.31
R 180.00
E 2,205,794.7420
N 242,527.8870
PI 2603+10.27
CURVE RAMPG-2
PVI 2329
+00.00
EL
EV. 711.16
+4.3
300%
PV
C 2325
+20.00
-4.5600%
PV
T 2332
+80.00
EL
EV. 693.83
VC= 760'
EL
EV. 694.70
GRADE SKETCH
NOT TO SCALE
SHOWING RAMP DGRADE SKETCH
NOT TO SCALE
SHOWING RAMP G
EL
EV. 678.20
VC= 200'
-1.5200% +0.8
306%
PV
C 2600
+75.00
PVI 2601
+75.00
EL
EV. 676.68
PV
T 2602
+75.00
EL
EV. 675.85
2602+00
2601+00
FF F
DESIGN SPEED (RAMP G) =
DESIGN SPEED (RAMP D) =
ADT (RAMP G) =
ADT (RAMP D) =
16'-
0"
LANE
SHLDR.
SHLDR.
ACTUAL: 18'-6"
REQUIRED: 16'-6"
RAMP G STA. 2602+23.19
RAMP D STA. 2328+74.80
POINT OF MIN. VERTICAL CLEARANCE:
I
(TYP.)
4'-0" BERM
12'-0"
LA
NE
VA
RI
ES
SH
LD
R.
20'-0"
SH
LD
R.
OF PAVEMENT AT BRIDGE ENDS (TYP.)
STRIP SEAL EXPANSION JOINT AT ENDS
GENERAL NOTES
8"
(T
YP.)
SCOPE OF WORK
4. INSTALL WALLS AT ABUTMENTS 1 AND 2.
COLUMNS.
3. APPLY TEXTURE COATING TO PARAPET, BENT, AND
2. MAINTAIN 16'-6" MIN. VERTICAL CLEARANCE.
PLACE NEW SUPERSTRUCTURE AND ABUTMENTS.
1. REMOVE BENTS, SUPERSTRUCTURE, ABUTMENTS AND
a
90°
90°
90°
90°
88°49'23"
88°49'23"
OF THE STANDARD SPECIFICATIONS.
12. BRIDGE DECK FINISH TO BE IN ACCORDANCE WITH NOTE "C" IN ARTICLE 604.22
GROUND LINE AT BENTS.
11. BRIDGE EXCAVATION IS BASED ON FINAL PROFILE AT ABUTMENTS AND EXISTING
OF PARAPET TO BE OFF WHITE (37886)
10. TEXTURE COATING: TO BE MOUNTAIN GREY (36440) EXCEPT TRAFFIC FACE AND TOP
9. END OF BRIDGE DRAINS REQUIRED (USE WHEN NEEDED)
8. BENTS ARE HAMMERHEAD, FIXED CAP STRUCTURES.
7. USE STD-1-1SS BRIDGE RAILING.
CONCRETE DECK SLAB.
6. SUPERSTRUCTURE: TO CONSIST OF 4 SPANS OF BT-63 BEAMS AND COMPOSITE
5. REINFORCING STEEL: TO BE ASTM A615 GRADE 60. (EPOXY COAT ALL SLAB STEEL)
4. CONCRETE: CLASS "A" F'C= 3000 PSI, BRIDGE DECK CLASS "D" F'C= 4000 PSI
(WITH INTERIMS).
AASHTO GUIDE SPECIFICATIONS FOR LRFD SEISMIC BRIDGE DESIGN, EDITION 2
3. DESIGN SPECIFICATIONS: AASHTO LRFD 7TH EDITION, 2014, AND THE 2011
LBS/SQ. FT. FOR FUTURE WEARING SURFACE.
Sds=0.414, Sd1=0.167, (100.0 YEAR RETURN PERIOD). DEAD LOAD INCLUDE 35
2. LOADING: HL-93 LIVE LOADING; SEISMIC CATEGORY "B" WITH As=0.216,
DEPARTMENT OF TRANSPORTATION. (JANUARY 1, 2015)
1. SPECIFICATIONS: STANDARD ROAD AND BRIDGE SPECIFICATIONS OF THE TENNESSEE
LOCATION MAP
NOT TO SCALE
42' ROADWAY WITH STD-1-1SS PARAPET
DESIGN SPEED (RAMP D) = 50
2041 ADT (RAMP D) = 9,890
2600+00c
c
PCC 2601+97.62
SE 0.000 FT/FT
T 31.77
L 62.78
R 165.00
E 2,205,938.2537
N 242,544.1047
PI 2604+30.71
CURVE RAMPG-3
STATE PROJ. NO. 33005-1185-44
IM/NH-75-1(131)
WHP
KLP
BEB
JMT
05/2018
05/2018
05/2018
05/2018
DESIGNED BY
DRAWN BY
SUPERVISED BY
CHECKED BY
DATE
DATE
DATE
DATE
PROJECT NO. YEAR SHEET NO.
REVISIONS
NO. DATE BY BRIEF DESCRIPTION
STATE OF TENNESSEE
DEPARTMENT OF TRANSPORTATION
2018
HAMILTON COUNTY
RAMP G (WELCOME CENTER)
OVER
RAMP D (RINGOLD RD)
BRIDGE NO. XXX-XXXX-XXXX
PRELIMINARY LAYOUT
BRIDGE NO. 9
SN
AP P
T P
DF
SN
AP
PT
PD
F
SN
AP
PT
PD
F
SN
AP
PT
PD
F
5/25/2018 4:3
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Projects\0010
000\0014
000\14
304 I-
75 Interchange at I-
24
Ow
ners
Re
p
TD
OT\
Structures\
Brid
ges\09 -
Ra
mp
D o
ver
Welc
om
e
Ce
nter
Ra
mp\09_Preli
m
Lay
out.d
gn
SCALE: 1" = 1'
PRELIMINARY PLANS
OUT-TO-OUT = 43'-3"
ROADWAY WIDTH = 42'-0"
4 SPACES @ 9'-0" = 36'-0"
1'-‚"
7•"7•"
VARIES 3'-7•"
BT-63 (TYP.)
STD-1-1SS (TYP.)
¿ RAMP D
VARIES 12'-0"
LANE 12'-0" TO 4'-0"
LANE VARIES FROM
12'-0" TO 20'-0"
SHOULDER VARIES FROM
DE
CK
8‚"
BE
AM
AB
OV
E {
0.02 FT/FT
STATE PROJ. NO. 33005-1185-44
IM/NH-75-1(131)
WHP
KLP
BEB
JMT
05/2018
05/2018
05/2018
05/2018
TYPICAL SECTION AT BENT
NOT TO SCALE
LOOKING FORWARD
DESIGNED BY
DRAWN BY
SUPERVISED BY
CHECKED BY
DATE
DATE
DATE
DATE
PROJECT NO. YEAR SHEET NO.
REVISIONS
NO. DATE BY BRIEF DESCRIPTION
2018
STATE OF TENNESSEE
DEPARTMENT OF TRANSPORTATION
2018
HAMILTON COUNTY
RAMP G (WELCOME CENTER)
OVER
RAMP D (RINGGOLD RD)
BRIDGE NO. XX-XXXX-XXXX
PRELIMINARY SUPERSTRUCTURE
BRIDGE NO. 9
SN
AP P
T P
DF
SN
AP
PT
PD
F
SN
AP
PT
PD
F
SN
AP
PT
PD
F
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Projects\0010
000\0014
000\14
304 I-
75 Interchange at I-
24
Ow
ners
Re
p
TD
OT\
Structures\
Brid
ges\09 -
Ra
mp
D o
ver
Welc
om
e
Ce
nter
Ra
mp\09_Preli
m
Superstructure.d
gn
SCALE: 1" = 4'
PRELIMINARY PLANS
LENGTH OF BRIDGE ALONG { SURVEY = 118'-6"
4'-0" BERM (TYP.)
8'-0"
6'-0"
7•"
7•"
2'-6"
EL. 681.98
STA. 2347+74.70
BEGIN BRIDGE
EL. 682.08
STA. 2348+93.20
END BRIDGE
ABUTMENTS (TYP.)
RIGHT ANGLES FROM
2:1 SLOPES AT
GROUNDLINE
EXISTING
GROUNDLINE
PROPOSED
STA. 2348+93.20
END BRIDGE
STA. 2347+74.70
BEGIN BRIDGE2347+89.53
PC STA.
RETAINING WALLRETAINING WALL
RETAINING WALLRETAINING WALL
EXISTING BRIDGE TO BE REMOVED
2'-6" (TYP.)
RAP EMBED
CLASS "B" RIP
2'-6" THICK (TYP.)
CLASS "B" RIP RAP
676.38'
HIGHWATER ELEV.
100 YEAR ELEV. 681.72'
500 YEAR HIGHWATER
BR. 10
END BRIDGE 8
BEGIN BRIDGE 8
¿ RAMP D
PROPOSED STD-1-5 (TYP.)
BRIDGE ENDS SEE
PAVEMENT AT
ENDS (TYP.)
PAVEMENT AT BRIDGE
JOINT AT ENDS OF
STRIP SEAL EXPANSION
WALL
IN
BEND
BEND IN WALL
654.5'
DATUM ELEV.
TS 2347+89.53
N 23• 56' 52" W
2349+00
2348+00
Ls 200.00
ST 66.73
LT 133.40
Es 2,204,829.4915
Ns 244,187.5644
PIs 2349+22.94
SPIRAL RAMPD_4B
N
680
690
670
660
650
680
690
670
660
650
LOW GIRDER = 678.07'
PLAN VIEW
NOT TO SCALE
GRADE SKETCH
NOT TO SCALE
SHOWING RAMP D
GENERAL NOTES
SCOPE OF WORK
2. APPLY TEXTURE COATING TO PARAPET AND COLUMNS.
1. CONSTRUCT ABUTMENT AND SUPERSTRUCTURE.
RO
AD
WA
Y
WI
DT
H
= 30'-0"
OU
T-
TO-
OU
T
= 31'-3"
SH
LD
R.
SH
LD
R.
LA
NE
DESIGNED BY
DRAWN BY
SUPERVISED BY
CHECKED BY
DATE
DATE
DATE
DATE
PROJECT NO. YEAR SHEET NO.
REVISIONS
NO. DATE BY BRIEF DESCRIPTION
2018
STATE OF TENNESSEE
DEPARTMENT OF TRANSPORTATION
2018
HAMILTON COUNTY
SPRING CREEK
OVER
RAMP D
BRIDGE NO. XX-XXXX-XXXX
PRELIMINARY LAYOUT OF BRIDGE
BRIDGE NO. 10
SN
AP P
T P
DF
SN
AP
PT
PD
F
SN
AP
PT
PD
F
SN
AP
PT
PD
F
5/25/2018 4:3
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MY:\
Projects\0010
000\0014
000\14
304 I-
75 Interchange at I-
24
Ow
ners
Re
p
TD
OT\
Structures\
Brid
ges\10 -
Ra
mp
D o
ver
Sprin
g
Cree
k\10 - Preli
min
ary
Lay
out.d
gn
= 10.67332SCALE:
16'-0"
(TYP.)
BERM
4'-0"
ELEVATION VIEW
NOT TO SCALE
+0.0876%
PVI 2346
+50.00
EL. 683.67
PVI 2349
+70.00
EL. 683.95
STATE PROJ. NO. 33005-1185-44
IM/NH-75-1(131)
WHP
KLP
BEB
JMT
05/2018
05/2018
05/2018
05/2018
LOCATION MAP
NOT TO SCALE
(S
TR-2)
SP
RI
NG
CR
EE
K
FL
OW
OF
135•
10'-0"10'-0"
45°
SPECIFICATIONS.
"C" IN ARTICLE 604.22 OF THE STANDARD
12. BRIDGE DECK FINISH TO BE IN ACCORDANCE WITH NOTE
ABUTMENTS.
11. BRIDGE EXCAVATION IS BASED ON FINAL PROFILE AT
MEASURED AND PAID FOR UNDER ROADWAY ITEMS.
QUALITY REQUIREMENTS OF SECTION 709 AND SHALL BE
10. MACHINE RIP-RAP SHALL BE CLASS "B" , TO MEET THE
WHITE (37886)
EXCEPT TRAFFIC FACE AND TOP OF PARAPET TO BE OFF
9. TEXTURE COATING: TO BE MOUNTAIN GREY (36440)
8. END OF BRIDGE DRAINS REQUIRED (USE WHEN NEEDED)
7. USE STD-1-1SS BRIDGE RAILING.
BEAMS AND COMPOSITE CONCRETE DECK SLAB.
6. SUPERSTRUCTURE: TO CONSIST OF 1 SPANS OF BT-63
(EPOXY COAT ALL SLAB STEEL)
5. REINFORCING STEEL: TO BE ASTM A615 GRADE 60.
CLASS "D" F'C= 4000 PSI
4. CONCRETE: CLASS "A" F'C= 3000 PSI, BRIDGE DECK
INTERIMS).
FOR LRFD SEISMIC BRIDGE DESIGN, EDITION 2 (WITH
2014, AND THE 2011 AASHTO GUIDE SPECIFICATIONS
3. DESIGN SPECIFICATIONS: AASHTO LRFD 7TH EDITION,
LBS/SQ. FT. FOR FUTURE WEARING SURFACE.
YEAR RETURN PERIOD). DEAD LOAD INCLUDE 35
"B" WITH As=0.216, Sds=0.414, Sd1=0.167, (100.0
2. LOADING: HL-93 LIVE LOADING; SEISMIC CATEGORY
TRANSPORTATION. (JANUARY 1, 2015)
SPECIFICATIONS OF THE TENNESSEE DEPARTMENT OF
1. SPECIFICATIONS: STANDARD ROAD AND BRIDGE
* AT UPSTREAM FACE OF BRIDGE NO. 10 (MAX BW IS 0.31 FT AT APPROACH)
ROADWAY OVERTOPPING = N/A
500 YEAR DISCHARGE = 12,450 CFS
100 YEAR DISCHARGE = 10,450 CFS
100 YEAR BRIDGE BACKWATER = 0.00 FT @ EL. 676.38*
100 YEAR VELOCITY = 6.83 FPS
1,529.81 SQ. FT.
WATER AREA PROVIDED BELOW 100 YEAR ELEVATION =
DESIGN DISCHARGE (100 YR) = 10,450 CFS
DRAINAGE AREA = 20.8 SQ. MI.
HYDRAULIC DATA
30' ROADWAY WITH STD-1-1SS PARAPET
DESIGN SPEED (RAMP D) = 50 MPH
2041 ADT (RAMP D) = 4,945
PRELIMINARY PLANS
24'-9"3'-3"
7•" 8'-0"16'-0"6'-0" 7•"
ROADWAY WIDTH = 30'-0"
OUT-TO-OUT = 31'-3"
4'-0"
8‚"
1'-‚"
{ BEAM
(TYP.)
STD-1-1SS
BT-63
(TYP.)
PROPOSED F.G.
RAMP D
VARIES
LANESHOULDER SHOULDER
STATE PROJ. NO. 33005-1185-44
IM/NH-75-1(131)
WHP
KLP
BEB
JMT
05/2018
05/2018
05/2018
05/2018
DESIGNED BY
DRAWN BY
SUPERVISED BY
CHECKED BY
DATE
DATE
DATE
DATE
PROJECT NO. YEAR SHEET NO.
REVISIONS
NO. DATE BY BRIEF DESCRIPTION
STATE OF TENNESSEE
DEPARTMENT OF TRANSPORTATION
2018
HAMILTON COUNTY
SPRING CREEK
OVER
RAMP D
BRIDGE NO. XX-XXXX-XXXX
PRELIMINARY SUPERSTRUCTURE
BRIDGE NO. 10
SN
AP P
T P
DF
SN
AP
PT
PD
F
SN
AP
PT
PD
F
SN
AP
PT
PD
F
5/25/2018 4:3
3:3
3 P
MY:\
Projects\0010
000\0014
000\14
304 I-
75 Interchange at I-
24
Ow
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Re
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TD
OT\
Structures\
Brid
ges\10 -
Ra
mp
D o
ver
Sprin
g
Cree
k\10 - Preli
min
ary
Superstructure.d
gn
SCALE:…" = 1'
TYPICAL SECTION AT BENT
NOT TO SCALE
LOOKING FORWARD
DE
CK
BE
AM
AB
OV
E {
PRELIMINARY PLANS