PRELIMINARY...6 SPACES @ 9'-6" = 57'-0" 2'-8‚" 6" 8 ‚ " 1 '-ƒ " 51 " 14'-0" OUT-TO-OUT =...

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

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DF

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AP

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F

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PD

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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 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


REVISIONS


2018

STATE OF TENNESSEE


2018

HAMILTON COUNTY

OVER SPRING CREEK

I-75 NB

BRIDGE NO. XX-XXX-XXXX

PRELIMINARY BRIDGE LAYOUT

BRIDGE NO. 1 NB

SN

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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


REVISIONS


2018

STATE OF TENNESSEE


2018

HAMILTON COUNTY

SPRING CREEK

OVER

I-75NB

BRIDGE NO XX-XXXX-XXXX

PRELIMINARY SUPERSTRUCTURE

BRIDGE NO. 1 NB

SN

AP P

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PT

PD

F

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PD

F

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B - Preli

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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


JOINT AT ENDS OF PAVEMENT

AT BRIDGE ENDS (TYP.)


SEE STD-1-5 (TYP.)

(TYP.)

ANGLES TO ABUTMENTS

2:1 SLOPES @ RIGHT

(BRIDGE ID 33I00750009)


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


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


REVISIONS


2018

STATE OF TENNESSEE


2018

HAMILTON COUNTY

OVER SPRING CREEK

I-75SB

BRIDGE NO. XX-XXXX-XXXX

PRELIMINARY BRIDGE LAYOUT

BRIDGE NO. 1 SB

SN

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SCALE: 20

END OF BRIDGE DRAIN

* AT UPSTREAM FACE OF BRIDGE NO. 10 (MAX BW IS 1.59 FT AT APPROACH)










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








(37886)




8. BENTS ARE MULTI POST, FIXED CAP STRUCTURES.


III BEAMS AND COMPOSITE CONCRETE DECK SLAB.

6. SUPERSTRUCTURE: TO CONSIST OF 3 SPANS OF AASHTO TYPE



"DS" F'C= 4000 PSI


INTERIMS).











LOCATION MAP

NOT TO SCALE

PRELIMINARY PLANS

2'-8‚"

7•"

6 SPACES @ 9'-6" = 57'-0"

6"

8‚"

1'-ƒ"

51"

14'-0"


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


REVISIONS


2018

STATE OF TENNESSEE


2018

HAMILTON COUNTY

SPRING CREEK

OVER

I-75SB


PRELIMINARY SUPRESTRUCTRE

BRIDGE NO. 1 SB

SN

AP P

T P

DF

SN

AP

PT

PD

F

SN

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PT

PD

F

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B - Preli

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Superstructure.d

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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)


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)


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


REVISIONS


2018

STATE OF TENNESSEE


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

5/25/2018 4:3

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000\0014

000\14

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Ow

ners

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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



OFF WHITE (37886)

EXCEPT TRAFFIC FACE AND TOP OF PARAPET TO BE

10. TEXTURE COATING: TO BE MOUNTAIN GREY (36440)


8. BENTS ARE TWO POST, FIXED CAP STRUCTURES.


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


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




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


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


DESIGNED BY

DRAWN BY

SUPERVISED BY

CHECKED BY

DATE

DATE

DATE

DATE


REVISIONS


STATE OF TENNESSEE


2018

HAMILTON COUNTY

I-75NB TO I-24 WB

OVER

I-75 NORTHBOUND


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

5/25/2018 4:3

3:2

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000\0014

000\14

304 I-

75 Interc

hange at I-

24

Ow

ners

Re

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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)


PROTECTION (TYP)


BRIDGE ENDS (TYP)



PAVEMENT

EXISTING

I-75 NB TO I-24 WB STA. 234+16.50

(EDGE OF TRAFFIC LANE)

I-75 SB STA. 373+00.00


(TYP)4'-0" BERM

TO ABUTMENT (TYP)


RD01-SA-1 (TYP)

SEE STD. DWG.

SLOPE PROTECTION


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


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


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


370

+00

371+

00

372

+00

373

+00

374

+00

375

+00

376

+00

156'-1†"± 156'-1†"±

PROPOSED 16'-10"

REQUIRED 16'-6"


*


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%


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


DESIGN SPEED 60 MPH

2041 ADT = 127,360

235

DESIGNED BY

DRAWN BY

SUPERVISED BY

CHECKED BY

DATE

DATE

DATE

DATE


REVISIONS


2018

STATE OF TENNESSEE


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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000\0014

000\14

304 I-


24

Ow

ners

Re

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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





(37886)






CONCRETE DECK SLAB.

WELDED PLATE GIRDERS (Fy=50 KSI) AND COMPOSITE

6. SUPERSTRUCTURE: TO CONSIST OF 3 SPANS OF CONTINUOUS



"DS" F'C= 4000 PSI


INTERIMS).












TO OUT WIDTH OF 62'-4•" ALONG WITH MAINTAINING

GIRDER BRIDGE WITH 8‚" COMPOSITE CONCRETE DECK. OUT


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


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"



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


REVISIONS


STATE OF TENNESSEE


2018

HAMILTON COUNTY

I-75 NB TO I-24 WB

OVER

I-75 SOUTHBOUND


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

3:2

3 P

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


36'-0"

12'-0" =

3 LANES AT

SHLD.

12'-0"

(TYP)

33'-0" CLEAR ZONE



(TYP)4'-0" BERM

TO ABUTMENT (TYP)


RD01-SA-1 (TYP)

SEE STD. DWG.

SLOPE PROTECTION

PROTECTION (TYP)


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


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)


PROTECTION (TYP)


ENDS (TYP)

PAVEMENT AT BRIDGE

JOINT AT END OF


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


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


N 245,224.9318

PI 379+91.83

E 2,203,955.9341


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


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


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"


(TYP)

8" THICK

*


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





(37886)






CONCRETE DECK SLAB.





"DS" F'C= 4000 PSI


INTERIMS).












DESIGN SPEED 60 MPH

2041 ADT = 127,360

DESIGNED BY

DRAWN BY

SUPERVISED BY

CHECKED BY

DATE

DATE

DATE

DATE


REVISIONS


STATE OF TENNESSEE


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

5/25/2018 4:3

3:2

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000\0014

000\14

304 I-


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Ow

ners

Re

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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"±





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


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"



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


REVISIONS


STATE OF TENNESSEE


2018

HAMILTON COUNTY

I-24 EB TO I-75 NB

OVER

I-75 NORTHBOUND


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

5/25/2018 4:3

3:2

4 P

MY:\

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


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)




PROTECTION (TYP)


BRIDGE ENDS (TYP)



I-24 EB TO I-75 NB STA. 924+17.69)

(EDGE OF TRAFFIC LANE

I-75 SB STA. 380+25.41


SEE STD-1-5 (TYP)


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


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



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"




EL

EV. 678.4

8

EL

EV. 677.6

0


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


DESIGN SPEED 60 MPH

2041 ADT = 127,360

DESIGNED BY

DRAWN BY

SUPERVISED BY

CHECKED BY

DATE

DATE

DATE

DATE


REVISIONS


STATE OF TENNESSEE


2018

HAMILTON COUNTY

STATION

I-24 EB TO I-75 NB

OVER

I-75 SOUTHBOUND


PRELIMINARY LAYOUT

BRIDGE NO. 3 SB

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EB to I-

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NB\

Dgn\03S

B - Preli

min

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Lay

out I7

5 S

B o

ver I2

4

EB.d

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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





(37886)






CONCRETE DECK SLAB.





"DS" F'C= 4000 PSI


INTERIMS).















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


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"



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


REVISIONS


STATE OF TENNESSEE


2018

HAMILTON COUNTY

I-24 EB TO I-75 NB

OVER

I-75 SOUTHBOUND


SUPERSTRUCTURE

BRIDGE NO. 3 SB

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Structures\

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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


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


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


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


DESIGN SPEED (I-75NB) = 60 MPH

2041 ADT (I-75NB) = 127,360








(37886)




8. BENTS ARE HAMMERHEAD, FIXED CAP STRUCTURES.


BEAMS AND COMPOSITE CONCRETE DECK SLAB.

6. SUPERSTRUCTURE: TO CONSIST OF 4 SPANS OF 33"x36" BOX



"DS" F'C= 4000 PSI


INTERIMS).











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


REVISIONS


2018

STATE OF TENNESSEE


2018

HAMILTON COUNTY

CHICKAMAUGA CREEK

I-75 OVER

BRIDGE NO. 33I00750019

PRELIMINARY LAYOUT OF BRIDGE

BRIDGE NO. 4

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Lay

out.d

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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


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


REVISIONS


2018

STATE OF TENNESSEE


2018

HAMILTON COUNTY

CHICKAMAUGA CREEK

I-75 OVER


SOUTHBOUND


BRIDGE NO. 4

SN

AP P

T P

DF

SN

AP

PT

PD

F

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PD

F

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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


(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


REVISIONS


2018

STATE OF TENNESSEE


2018

HAMILTON COUNTY

CHICKAMAUGA CREEK

I-75 OVER


NORTHBOUND


BRIDGE NO. 4

SN

AP P

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AP

PT

PD

F

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PD

F

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Structures\

Brid

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75 o

ver

So

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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


REVISIONS


STATE OF TENNESSEE


2018

HAMILTON COUNTY

CHICKAMAUGA CREEK

I-75 OVER


PRELIMINARY REPAIR SHEET

BRIDGE NO. 4

SN

AP P

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F

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F

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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


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


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


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


REVISIONS


STATE OF TENNESSEE


2018

HAMILTON COUNTY

OVER I-24 WB

SPRING CREEK ROAD



BRIDGE NO. 5A

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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


REVISIONS


2018

STATE OF TENNESSEE


2018

HAMILTON COUNTY

OVER I-24 WB

SPRING CREEK ROAD

BRIDGE NO. 33I0024OO63


BRIDGE NO. 5A

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STATE PROJ. NO. 33005-1185-44

IM/NH-75-1(131)

WHP

KLP

BEB

JMT

05/2018

05/2018

05/2018


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


11. BRIDGE DECK FINISH TO BE IN ACCORDANCE WITH NOTE "A"

ABUTMENTS.


TRAFFIC FACE AND TOP OF PARAPET TO BE OFF WHITE (37886)


(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



"DS" F'C= 4000 PSI


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,


ABUTMENTS.

AND PLACE NEW SUPERSTRUCTURE AND

2. REMOVE BENTS, SUPERSTRUCTURE, ABUTMENTS


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


REVISIONS


2018

STATE OF TENNESSEE


2018

HAMILTON COUNTY

OVER I-24 EB

SPRING CREEK ROAD



BRIDGE NO 5B

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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.)


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


REVISIONS


2018

STATE OF TENNESSEE


2018

HAMILTON COUNTY

OVER I-24 EB

SPRING CREEK ROAD



BRIDGE NO. 5B

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STATE PROJ. NO. 33005-1185-44

IM/NH-75-1(131)

WHP

KLP

BEB

JMT

05/2018

05/2018

05/2018


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


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.


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.


OFF WHITE (37886)

EXCEPT TRAFFIC FACE AND TOP OF PARAPET TO BE





SLAB.

WELDED PLATE GIRDER AND COMPOSITE CONCRETE DECK

6. SUPERSTRUCTURE: TO CONSIST OF 3 SPANS OF 60"



CLASS "DS" F'C= 4000 PSI


INTERIMS).






"B" WITH As=0.216, Sds=0.414, Sd1=0.167, (100.0





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


REVISIONS


2018

STATE OF TENNESSEE


2018

HAMILTON COUNTY

I-24 EB TO I-75 NB RAMP

OVER

I-75 NB TO I-24 WB


PRELIMINARY LAYOUT

BRIDGE NO. 6

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Lay

out.d

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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


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


REVISIONS


2018

STATE OF TENNESSEE


2018

HAMILTON COUNTY

I-24 EB TO I-75 SB

OVER

I-75 NB TO I-24 WB



BRIDGE NO. 6

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EB to I-

75

NB\

Dgn\06 - Preli

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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.


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


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: 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'











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)



8. BENTS ARE THREE POST, FIXED CAP STRUCTURES.


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).


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


REVISIONS


2018

STATE OF TENNESSEE


2018

HAMILTON COUNTY

SPRING CREEK

OVER

I-24EB TO I-75SB



BRIDGE NO. 7

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B o

ver

Sprin

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Cree

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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"


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"


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


REVISIONS


2018

STATE OF TENNESSEE


2018

HAMILTON COUNTY

SPRING CREEK

OVER

I-24EB TO I-75 SB



BRIDGE NO. 7

SN

AP P

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Sprin

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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


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



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).


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.


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



500 YEAR DISCHARGE = 12,450 CFS




1,529.81 SQ. FT.


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


REVISIONS


2018

STATE OF TENNESSEE


2018

HAMILTON COUNTY

SPRING CREEK

OVER

I-75NB TO I-24WB

BRIDGE NO. XX-XXX-XXXX

PRELIMINARY LAYOUT

BRIDGE NO. 8

SN

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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


REVISIONS


2018

STATE OF TENNESSEE


2018

HAMILTON COUNTY

CHICKAMAUGA CREEK

OVER

I-75NB TO I-24WB


PRELIMINARY SUPERSTRUCTRE

BRIDGE NO. 8

SN

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NB to I-

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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


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.)


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


COLUMNS.

3. APPLY TEXTURE COATING TO PARAPET, BENT, AND


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


8. BENTS ARE HAMMERHEAD, FIXED CAP STRUCTURES.


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


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


REVISIONS


STATE OF TENNESSEE


2018

HAMILTON COUNTY


OVER

RAMP D (RINGOLD RD)

BRIDGE NO. XXX-XXXX-XXXX

PRELIMINARY LAYOUT

BRIDGE NO. 9

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D o

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Welc

om

e

Ce

nter

Ra

mp\09_Preli

m

Lay

out.d

gn

SCALE: 1" = 1'

PRELIMINARY PLANS

OUT-TO-OUT = 43'-3"


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


NOT TO SCALE

LOOKING FORWARD

DESIGNED BY

DRAWN BY

SUPERVISED BY

CHECKED BY

DATE

DATE

DATE

DATE


REVISIONS


2018

STATE OF TENNESSEE


2018

HAMILTON COUNTY


OVER

RAMP D (RINGGOLD RD)



BRIDGE NO. 9

SN

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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


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


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


REVISIONS


2018

STATE OF TENNESSEE


2018

HAMILTON COUNTY

SPRING CREEK

OVER

RAMP D



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-


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.





WHITE (37886)

EXCEPT TRAFFIC FACE AND TOP OF PARAPET TO BE OFF




BEAMS AND COMPOSITE CONCRETE DECK SLAB.

6. SUPERSTRUCTURE: TO CONSIST OF 1 SPANS OF BT-63



CLASS "D" F'C= 4000 PSI


INTERIMS).






"B" WITH As=0.216, Sds=0.414, Sd1=0.167, (100.0











1,529.81 SQ. FT.


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•"


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


REVISIONS


STATE OF TENNESSEE


2018

HAMILTON COUNTY

SPRING CREEK

OVER

RAMP D



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-


24

Ow

ners

Re

p

TD

OT\

Structures\

Brid

ges\10 -

Ra

mp

D o

ver

Sprin

g

Cree

k\10 - Preli

min

ary

Superstructure.d

gn

SCALE:…" = 1'


NOT TO SCALE

LOOKING FORWARD

DE

CK

BE

AM

AB

OV

E {

PRELIMINARY PLANS

PRELIMINARY...6 SPACES @ 9'-6" = 57'-0" 2'-8‚" 6" 8 ‚ " 1 '-ƒ " 51 " 14'-0" OUT-TO-OUT =...

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Transcript of PRELIMINARY...6 SPACES @ 9'-6" = 57'-0" 2'-8‚" 6" 8 ‚ " 1 '-ƒ " 51 " 14'-0" OUT-TO-OUT =...