GRADE SKETCH ELEVATION - Tennessee · 2020-03-24 · deck panels general details std-4-3 3-02-02...

SH

LD.

12’-

0"

6’-0"

84’-

0" R

OA

DW

AY

12’-0"

V1

V2

7’-3"6’-0"

PROJECT NO. SHEET NO.

REVISIONS

NO. DATE BY BRIEF DESCRIPTION

DESIGNED BY

DRAWN BY

SUPERVISED BY

CHECKED BY

DATE

DATE

DATE

DATE

47026-3280-14

2020

06/18

04/19

11/5/2019

P:\

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1207

Hospit

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over

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LA

Y12

07.d

gn

ENGINEER OF STRUCTURES

CORRECT

STATE OF TENNESSEE

DEPARTMENT OF TRANSPORTATION

LAY1207.DGN

PIN NO. 100241.03

ADAM PRICE

R-STP/NH-115(29)

MACHINED RIP-RAP (CLASS "A-3") = 94 TONS

N. SHOUKATH/F. BARTON

DYE/PRICE 04/19

CONST. NO.

LIST OF STANDARD DRAWINGS

LAST

REV. DATEDWG. NO.

STANDARD PILE DETAILS STD-5-2

MISCELLANEOUS ABUTMENT & DRAINAGE DETAILS STD-10-1 4-08-05

REINF. BAR SUPPORT DETAILS FOR CONC. SLABS STD-9-1 10-07-08

STD-1-5

STD. PRECAST PRESTRESSED BRIDGE

DECK PANELS GENERAL DETAILS STD-4-1 4-08-05


DECK PANELS DESIGN CRITERIA STD-4-2 4-08-05


DECK PANELS GENERAL DETAILS STD-4-3 3-02-02

STD-4-4 6-10-96


DECK PANELS CONSTRUCTION DETAILS

STD-14-1

STD. DETAILS AND INT. DIAPH. DETAILS

FOR BULB-TEE BEAMS

STD-1-1SS 5-01-14BRIDGE RAILING SINGLE SLOPE CONCRETE PARAPET

3-26-14

STANDARD PILE DETAILS STD-5-1 10-25-93

5-01-14

STD-6-1 11-01-10

STD-6-2

STANDARD SEISMIC DETAILS

STANDARD SEISMIC DETAILS 11-07-94

5-01-14

LIST OF DRAWINGS DWG. NO. REV. DATE

LAST

LAYOUT OF BRIDGE

GENERAL NOTES AND ESTIMATED QUANTITIES

FOUNDATION DATA

SUPERSTRUCTURE

ABUTMENT NO. 1

ABUTMENT NO. 1 DETAILS

ABUTMENT NO. 2


SUPERSTRUCTURE DETAILS

FINAL FOUNDATION DATA

BILL OF STEEL

FOUNDATION DATA



2020

KNOX COUNTY

STATION 51+56.39

BRIDGE ID. NO. 470K0010001

RAMP E AND RAMP F

OVER

HOSPITAL ENTRANCE

LAYOUT OF BRIDGE

BRIDGE NO. 2

PRESTRESSED BULB-TEE BEAM DETAILS

U-82-191

U-82-192

U-82-193

U-82-194

U-82-195

U-82-196

U-82-197

U-82-198

U-82-199

U-82-200

U-82-201

U-82-202

U-82-203

U-82-204

U-82-205

REINFORCED CONCRETE PAVEMENT AT BRIDGE ENDS

DESIGN SPEED = 25 mph

84’-0" ROADWAY WITH STD-1-1SS PARAPETS

2039 ADT =

CO

MMERCE

AGRICULTURERegis

teredEngineer

No.10584

ST

AT

E OF TENN

E

SS

EE

.

2

SIWEL DIVAD .C

U-82-191ABDISALAN DAHIR 05/19

YEAR

STANDARD DRAWING LIGHT STANDARD SUPPORT DETAILS STD-8-2SS

STA. 51+07.25

BEGINNING OF BRIDGE

N 4°20’58" E

18" R

CP

18" R

CP

36"

RCP

36"

RCP

36"

RCP

58°27’55"

BERM

(SCALE: 1" = 20’-0")

PLAN

(TYP.)(HOSPITAL ENTRANCE)

FINISHED GRADE LINE

a SURVEY AND

STA. 122+23.28 RAMP E

DENOTES: STA. 51+56.39 HOSPITAL ENTRANCE

STA. 137+04.78 RAMP F


P2

LA

NE

S

(2)

12’-

0"

= 24’-

0"

LA

NE

S

(2)

12’-

0"

= 24’-

0"

ME

DIA

N

4’-

0"

4’-

0"8’-

0"

ST

A. 51+46

ST

A. 51+07

(TYP.)

SEE STD. DRAWING NO. STD-1-5

PAVEMENT AT BRIDGE ENDS

BERM

STA. 122+59.26 OFFSET 18’-0" LT. RAMP E.

STA. 51+59.86 OFFSET 40’-1" LT. HOSPITAL ENTRANCE

P2 DENOTES: POINT OF MIN. VERTICAL CLEARANCE

P3

DENOTES: 2’-0" SHOULDER

N 54°0

6’5

7"

W

N 54°0

6’5

7"

W

RETAINING WALL NO. 8

STA. 137+51.81 OFFSET 0’-0" RAMP F.



51+00 52+00 53+00

SH

LD.

12’-

0"

STA. 52+08.58

END OF BRIDGE

7’-3"

PC

ST

A. 52

+76.1

6

WALL NO. 6

RETAINING

(RAMP F)

FINISHED GRADE LINE

a SURVEY AND

(SEE STANDARD DWG. NO. STD-1-2SS).

DENOTES: BRIDGE DECK DRAIN (PARAPET TYPE)

(RAMP E)

FINISHED GRADE LINE

a SURVEY AND

WALL NO. 8

RETAINING

WALL NO. 6

RETAINING

RIP-RAP 8" THICK (TYP.)

CLASS "A-3"

GUTTER

CURB AND

GUTTER

CURB ANDSHLD.

LANELANE

6’-0" SHLD.

2’-6"

2’-6"8’-0"

12’-0"

DENOTES: LIGHTING SUPPORT (SEE STD-8-2SS)

DENOTES: JUNCTION BOX

I

I

(SCALE: 1" = 20’-0")

900

910

890

880

870

860

850

ELEVATIONDENOTES: INTEGRALI

51+00 52+00 53+00

F.G. ELEV. 900.12

STA. 51+07.25

BEGINNING OF BRIDGE TOTAL BRIDGE LENGTH = 101’-4"

F.G. ELEV. 904.76

STA. 52+08.58

END OF BRIDGE

V1 DENOTES: REQUIRED MIN. VERTICAL CLEARANCE = 16’-6"

ACTUAL MIN. VERTICAL CLEARANCE = 31’-8"

WALL NO. 6

RETAINING



(RAMP E)

(RAMP F)

GROUNDLINE

APPROXIMATE EXISTING

FINAL GROUND PROFILE


BERMBERM

DENOTES: EXCAVATION TO BE INCLUDED

IN ROADWAY ITEMS


CLASS "A-3"

V.C. = 150.00’ LIMITS OF STRUCTURE

GRADE SKETCH

HOSPITAL ENTRANCE

EL

EV. 898.0

2

VP

C 50

+50.0

0

EL

EV. 900.5

1

VPI 51+25.0

0

EL

EV. 904.3

2

VP

T 52

+00.0

0

EL

EV. 914.4

6

VP

C 54

+00.0

0

+3.330% +5.074%+5.074%

GRADE SKETCH

RAMP E

VC = 425.50’

EL

EV. 860.9

4

VP

C 121+37.2

5

EL

EV. 862.0

0

VPI 123

+50.0

0

EL

EV. 887.5

3

VP

T 125

+62.7

5

+0.500%+12.000%

CURVE DATA

TRANS. LENGTH 165 FT.

DESIGN SPEED 25 MPH

SE 0.040 g

T 147.58

L 268.45

R 260.00

D 22°02’13"

59°09’30" LT

E 2576287.7912

N 590998.6465

PI 54+23.74

HOSPITAL ENTRANCE

GRADE SKETCH

RAMP F

VC = 158.20’

EL

EV. 860.7

2

VP

C 136

+15.9

0

EL

EV. 861.1

1

VPI 136

+95.0

0

EL

EV. 865.0

9

VP

T 137

+74.1

0

+0.500%+5.023%

STA. 53+58.66

STA. 53+03.66

STA. 52+48.66

STA. 51+93.66

-0.04g

+0.04g

-0.02g

+0.02g

0.00g

-0.02g

-0.02g

TRANSITION SKETCH

(HOSPITAL ENTRANCE)

-0.02g

(HOSPITAL ENTRANCE)

FINISHED GRADE LINE

a SURVEY AND

JJ02223

Information Only


CORRECT

STATE OF TENNESSEE


PROJECT NO. YEAR SHEET NO.

REVISIONS


47026-3280-14

2020R-STP/NH-115(29)

CONST. NO.

DESIGNED BY

DRAWN BY

SUPERVISED BY

CHECKED BY

DATE

DATE

DATE

DATE

06/18

04/19

11/7/2019

P:\

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up

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Franklin

Barto

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DG

N1\

1207

Hospit

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over

Ra

mps

E

&

F

Kno

x

Co

unty\

GN12

07.d

gn

ADAM PRICE

DYE/PRICE 04/19

GN1207.DGN

F. BARTON

GENERAL NOTES

f’c

TENNESSEE DEPARTMENT OF TRANSPORTATION (JANUARY 1, 2015 EDITION).

SPECIFICATIONS: STANDARD ROAD AND BRIDGE SPECIFICATIONS OF THE

S DS

D1

FOR FUTURE WEARING SURFACE.

S = 0.119, (1000 YEAR RETURN PERIOD). DEAD LOAD INCLUDES 35 lb/sq.ft.

LOADING: HL-93 LIVE LOADING; SEISMIC CATEGORY "A" WITH A = 0.190, S = 0.399

EDITION 2 (WITH INTERIMS).

2011 AASHTO GUIDE SPECIFICATIONS FOR LRFD SEISMIC BRIDGE DESIGN,

DESIGN SPECIFICATIONS: AASHTO LRFD EIGHTH EDITION, 2017, AND THE

OTHERWISE.

CONCRETE: TO BE CLASS "A" (CAST IN PLACE) = 3,000 PSI, EXCEPT AS NOTED

PROTECTION FOR WORKERS INSTALLING DECKING ABOVE 15 FEET.

NOTE: THE CONTRACTOR SHALL PROVIDE 100% CONVENTIONAL FALL

STD-5-1 AND STD-5-2 FOR ADDITIONAL NOTES.

PILES SHALL BE EQUIPPED WITH CAST STEEL POINTS. ALSO SEE STANDARD DRAWING

SPECIFICATIONS.

OTHERWISE. SEE SECTION 604 AND 907 OF THE STANDARD

REINFORCING STEEL: SHALL BE ASTM A615 GRADE 60 UNLESS NOTED

SHOP DRAWINGS: SEE SECTION 105.02 OF THE STANDARD SPECIFICATIONS.

OVERHANG BRACKETS FOR BULB-TEE BEAMS NOT EXCEED 2’-0" CENTER TO CENTER.

SLAB OVERHANGS SUPPORTED BY BULB-TEE BEAMS: IT IS RECOMMENDED THAT SPACING OF

ESTIMATED QUANTITIES

C.Y.

ITEM NO. DESCRIPTION UNIT TOTAL SUPERSTRUCTURE ABUT. NO. 1

DRY EXCAVATION (BRIDGES)

C.Y.

S.Y.

S.Y.

L.F.

604-03.04 PAVEMENT AT BRIDGE ENDS

GRANULAR BACKFILL (BRIDGES)

6" PIPE UNDERDRAIN

204-02.01

303-01.02

604-02.03

604-03.01

604-03.02

604-04.01

710-09.02

APPLIED TEXTURE FINISH (NEW STRUCTURES)

STEEL BAR REINFORCEMENT (BRIDGES)

EPOXY COATED REINFORCING STEEL

ABUT. NO. 2

LB.

LB.

TON

606-02.03 L.F.

606-02.06 EA.

1

620-05.01 CONCRETE PARAPET SINGLE SLOPE (STD-1-1SS) L.F.

CLASS "A" CONCRETE (BRIDGES)

STEEL PILES (10 INCH)

5

4

7

6

L.F.8 615-01.11 PRESTRESSED CONCRETE BULB TEE BEAM (6" WEB) (BT-63)

PILE TIPS (STEEL PILES, 10 INCH)

1

3

UNIT PRICE BID FOR PERFORATED PIPE.

ITEMS NECESSARY FOR INSTALLATION TO BE INCLUDED IN THE

NOTE: COST OF POLYETHYLENE SHEETING AND ALL MISCELLANEOUS

JOINT MATERIAL TO BE INCLUDED IN THE UNIT PRICE BID FOR OTHER ITEMS.

NOTE: THE COST OF BITUMINOUS-FIBERBOARD AND ALL MISCELLANEOUS

MATERIAL. SEE STANDARD DRAWING STD-10-1.

NOTE: GRANULAR BACKFILL SHALL BE CLASS "A" GRADING "D"

INCLUDE FURNISHING AND INSTALLATION TO THE PILES.

NOTE: THE UNIT PRICE BID FOR CAST STEEL POINTS SHALL

FOR APPROVAL.

CONTRACTOR SHALL SUBMIT A PROPOSED BILL OF STEEL TO THE ENGINEER

NOTE: PRIOR TO CONSTRUCTION OF THE PAVEMENT AT BRIDGE ENDS, THE7

STD-1-1SS PARAPET.

NOTE: COST OF 2 BRIDGE DECK DRAINS TO BE INCLUDED IN THE UNIT PRICE BID FOR THE

IN THE UNIT PRICE BID FOR THE PRESTRESSED BEAM.

NOTE: COST OF ELASTOMERIC PADS AND RUBBER BONDING CEMENT TO BE INCLUDED8

DRAWING STD-14-1.

NOTE: INTERMEDIATE DIAPHRAGMS SHALL BE PAID FOR IN ACCORDANCE WITH STANDARD9

2

2

4

5

6

ACCEPTABLE FOR THE TYPE FACILITY CROSSED.

NOR MAY THE VERTICAL CLEARANCES BE LESS THAN THE MINIMUM

SEPARATIONS, THE HORIZONTAL CLEARANCES MAY NOT BE REDUCED,

AND FLOOD CLEARANCES MAY NOT BE REDUCED; FOR GRADE

CONTRACT PLANS STRUCTURE. ADDITIONALLY, THE WATERWAY OPENING

BOTH THE SERVICE LEVEL AND ULTIMATE CAPACITIES OF THE

STRUCTURAL EQUIVALENCY OF THE BRIDGE AND MUST MEET OR EXCEED

BRIDGE DESIGN PROPOSALS MAY NOT DIMINISH THE FUNCTIONAL OR

VALUE ENGINEERING ALTERNATE BRIDGE DESIGN CRITERIA: ALTERNATE

FINISH SHALL BE MEASURED AND PAID FOR UNDER ITEM 604-04.01.

HAULING OPERATIONS AT THE BRIDGE SITE. THE APPLIED TEXTURE

FINISH SHALL BE APPLIED PRIOR TO COMPLETION OF PAVING AND

FINISH SHALL BE USED IN LIEU OF A CLASS II FINISH. NO TEXTURE

SPECIFICATIONS. A CLASS I FINISH FOLLOWED BY AN APPLIED TEXTURE

ACCORDANCE WITH SECTION 604.21 OF THE TENNESSEE STANDARD

FINISHING CONCRETE SURFACES: CONCRETE FINISHING SHALL BE IN

FED. SPEC. NO. 36440

FED. SPEC. NO. 37886FINISH WHITE

APPLIED TEXTURE

MOUNTAIN GRAY

APPLIED TEXTURE FINISH

APPLIED TEXTURE FINISH

NOTE: EXCAVATION BASED ON FINAL PROFILE AT ABUTMENTS.

66,329

869

203

SHALL BE MEASURED AND PAID FOR UNDER ROADWAY ITEM 709-05.05-TON.

THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AND

IN SIZE UNIFORMLY GRADED AND MEET THE REQUIREMENTS OF SECTION 709 OF

MACHINED RIP-RAP: MACHINED RIP-RAP FOR SLOPE PROTECTION SHALL BE 2" TO 6"

604-03.09 C.Y.CLASS D CONCRETE (BRIDGE DECK) 245 245

84

24

99

307

3,633

8,487

23

84

24

97

273

3,599

8,471

23

48

73,561

192

16,958

580

46

196

ARTICLE 604.22 OF THE STANDARD SPECIFICATIONS.

BRIDGE DECK SURFACE FINISH: TO BE IN ACCORDANCE METHOD 1 IN

BEARING OF 75 TONS FOR THE ABUTMENTS.

PILES: TO BE HP10x42 (GRADE 50) DRIVEN TO REFUSAL ON ROCK OR A MINIMUM

WITH VARIATION DUE TO CROSS SLOPE ACCOMMODATED AT THE REAR FACE.

TO THE SLAB. THE DIMENSIONS AT THE TRAFFIC FACE SHALL BE KEPT CONSTANT,

STD-1-1SS. THE RAILING SHALL BE FORMED AND CAST PLUMB, NOT PERPENDICULAR

BRIDGE RAIL SYSTEM: BUILD BRIDGE RAILINGS ACCORDING TO STANDARD DRAWING

CLASS "D" CONCRETE FOR BRIDGE DECKS SHALL BE IN ACCORDANCE WITH

SECTION 604 OF THE STANDARD SPECIFICATIONS.

WITH NO ADDITIONAL COMPENSATION ALLOWED THE CONTRACTOR AS A RESULT.

CONTRACTOR SHALL COOPERATE WITH OTHERS IN THE INSTALLATION OF UTILITIES

BY OTHERS AND SHALL NOT BE PAID FOR AS A PART OF THIS CONTRACT. THE

LABOR NECESSARY FOR THE COMPLETE INSTALLATION OF UTILITIES SHALL BE BORNE

SPECIAL NOTE FOR UTILITIES: IT IS INTENDED THAT THE COST OF MATERIALS AND

THE SAME.

OF THE UTILITY MAY BE REQUIRED, IT SHALL BE DONE BY THE OWNER OF

THESE UTILITIES FROM ANY DAMAGE. WHERE RELOCATION OR READJUSTMENT

CONSTRUCTION, IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO PROTECT

UTILITIES: WHERE UNDERGROUND UTILITIES MAY BE ENCOUNTERED DURING THE

COMPACTED BEFORE ANY ABUTMENT PILES ARE DRIVEN.

NOTE: THE FILLS AT THE ENDS OF THE BRIDGE SHALL BE IN PLACE AND THOROUGHLY

2020

KNOX COUNTY

STATION 51+56.39

RAMP E AND RAMP F

OVER

HOSPITAL ENTRANCE


GENERAL NOTES AND

BRIDGE NO. 2

(MOUNTAIN GRAY, FED. SPEC. NO. 36440).

ARE TO RECEIVE AN APPLIED TEXTURE FINISH.

ABUTMENT BEAMS AND EXTERIOR PORTIONS OF ENDWALLS

APPLIED TEXTURE FINISH SKETCH ALL EXPOSED SURFACES,

NOTE: IN ADDITION TO THE SURFACES SHOWN IN THE

CO

MMERCE

AGRICULTURERegis

teredEngineer

No.10584

ST

AT

E OF TENN

E

SS

EE

.

2

SIWEL DIVAD .C

9

05/19ABDISALN DAHIR U-82-192

119 119238

24

1,960

2,021 1,064957

604.05 OF THE STANDARD SPECIFICATIONS.

PREVENT GIRDER ROTATION. SEE STANDARD DRAWING STD-14-1 AND ARTICLE

SHALL BE PROVIDED ELSEWHERE IN ACCORDANCE WITH THE SPECIFICATIONS TO

ABUTMENT BACKWALLS ARE TO BE POURED CONCURRENTLY WITH THE DECK AND

PRECAST CONCRETE GIRDERS WHERE END DIAPHRAGMS, SUPPORT DIAPHRAGMS, OR

STEEL. TEMPORARY ERECTION DIAPHRAGMS MUST BE USED AT THE ENDS OF

BY MEANS OTHER THAN WELDING TO MAIN STRUCTURAL MEMBERS OR REINFORCING

PRESTRESSED CONCRETE PANELS. IN EITHER CASE, FORMS SHALL BE ATTACHED

PERMANENT FORMS MAY BE EITHER REMAIN-IN-PLACE STEEL OR PRECAST,

CONSTRUCTED USING EITHER REMOVABLE FORMS OR PERMANENT FORMS.

BRIDGE DECK FORMS: BRIDGE DECK FORMS FOR CONCRETE DECKS SHALL BE

714-01.02 L.S. 1

10

NECESSARY MATERIALS FOR INSTALLATION OF STRUCTURAL LIGHTING.

2 INCH CONDUIT WITH PULL WIRES, 2 JUNCTION BOXES, 4 ANCHOR BOLTS AND ALL

NOTE: LUMP SUM FOR STRUCTURAL LIGHTING, ITEM NO. 714-01.02 INCLUDES 300 FEET

10 STRUCTURAL LIGHTING (BRIDGE NO. 2)

JJ02223

Information Only

SH

LD.

12’-

0"

6’-0"

84’-

0" R

OA

DW

AY

12’-0"

V1

V2

7’-3"6’-0"


REVISIONS


DESIGNED BY

DRAWN BY

SUPERVISED BY

CHECKED BY

DATE

DATE

DATE

DATE

47026-3280-14

2020

06/18

06/18

06/18

11/5/2019

P:\

Cadd

User

Gro

up

Re

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ns 1 and 2\

Franklin

Barto

n\

DG

N1\

1207

Hospit

al Entrance

over

Ra

mps

E

&

F

Kno

x

Co

unty\

FD12

07.d

gn


CORRECT

STATE OF TENNESSEE


ADAM PRICE

R-STP/NH-115(29)

E 2576304.474

E 2576263.956

E 2576223.438

E 2576311.825

E 2576271.307

E 2576230.939

POINT

5

6

NORTH EASTSTATION OFFSET

1

2

3

4

51+35.61

51+09.45

50+83.29

52+34.52

52+06.38

51+80.22

N 590714.582

N 590685.265

N 590655.948

N 590813.208

N 590781.916

N 590752.599

REQUIRED:

GROUND AND ROCK LINE.

2) APPROXIMATE EXISTING

FOR BRIDGE FOUNDATIONS.

AND CORING INFORMATION

1) SUFFICIENT GROUND, ROCK,

NOTES:

SD1 = 0.119 (1000 YEAR RETURN PERIOD).

INTERIMS. SEISMIC CATEGORY "A" WITH AS = 0.190, SDS = 0.339

FOR LRFD SEISMIC BRIDGE DESIGN, 2ND EDITION WITH

WITH INTERIMS, AND THE 2011 AASHTO GUIDE SPECIFICATIONS

DESIGN SPECIFICATIONS: AASHTO LRFD 8TH EDITION, 2017

rFOUNDATION DATA ONLY AND IS

NOT TO BE USED AS A LAYOUT.

THIS DRAWING IS FOR

FD1207.DGN

KORNIKOSKI/PRICE

0.00

MATT TERRY 02/19

42.625’ LT.

42.625’ RT.

0.00

42.625’ LT.

42.625’ RT.

GROUND ELEV. ROCK ELEV.

NINU SHOUKATH/F. B.

U-82-193

CONST. NO.

2020

KNOX COUNTY

STATION 51+56.39


RAMP E AND RAMP F

OVER

HOSPITAL ENTRANCE

FOUNDATION DATA

BRIDGE NO. 2

1

2

3

4

5

6

WALL NO. 8

RETAINING

STA. 51+07.25–

BEGINNING OF BRIDGE

N 4°20’58" E

18" R

CP

18" R

CP

30"

RCP

30"

RCP

30"

RCP

58°27’55"

BERM

(SCALE: 1" = 20’-0")

PLAN


FINISHED GRADE LINE

a SURVEY AND

36"

RCP

36"

RCP

36"

RCP

STA. 122+23.28 RAMP E


STA. 137+04.78 RAMP F


P2

LA

NE

S

(2)

12’-

0"

= 24’-

0"

LA

NE

S

(2)

12’-

0"

= 24’-

0"

ME

DIA

N

4’-

0"

4’-

0"8’-

0"

ST

A. 51+46

ST

A. 51+07

(TYP.)

SEE STD. DRAWING NO. STD-1-5

PAVEMENT AT BRIDGE ENDS

BERM

STA. 122+59.26 OFFSET 18’-0" LT. RAMP E.



P3

DENOTES: 2’-0" SHOULDER

N 54°0

6’5

7"

W

N 54°0

6’5

7"

W


STA. 137+51.81 OFFSET 0’-0" RAMP F.



51+00 52+00 53+00

SH

LD.

12’-

0"

STA. 52+08.58–

END OF BRIDGE

7’-3"

PC

ST

A. 52

+76.1

6

WALL NO. 6

RETAINING

(RAMP F)

FINISHED GRADE LINE

a SURVEY AND

(SEE STANDARD DWG. NO. STD-1-2SS).

DENOTES: BRIDGE DECK DRAIN (PARAPET TYPE)

(RAMP E)

FINISHED GRADE LINE

a SURVEY AND

WALL NO. 6

RETAINING


CLASS "A-3"

GUTTER

CURB AND

GUTTER

CURB ANDSHLD.

LANELANE

6’-0" SHLD.

2’-6"

2’-6"8’-0"

12’-0"

I

I

(SCALE: 1" = 20’-0")

900

910

890

880

870

860

850

ELEVATIONDENOTES: INTEGRALI

51+00 52+00 53+00

F.G. ELEV. 900.12

STA. 51+07.25–

BEGINNING OF BRIDGE TOTAL BRIDGE LENGTH = 101’-4"–

F.G. ELEV. 904.76

STA. 52+08.58–

END OF BRIDGE



WALL NO. 6

RETAINING



(RAMP E)

(RAMP F)

GROUNDLINE

APPROXIMATE EXISTING

FINAL GROUND PROFILE


BERMBERM

DENOTES: EXCAVATION TO BE INCLUDED

IN ROADWAY ITEMS


CLASS "A-3"

JJ02223

Information Only


REVISIONS


DESIGNED BY

DRAWN BY

SUPERVISED BY

CHECKED BY

DATE

DATE

DATE

DATE

2020

06/18

06/18

06/18

11/5/2019

P:\

Cadd

User

Gro

up

Re

gio

ns 1 and 2\

Franklin

Barto

n\

DG

N1\

1207

Hospit

al Entrance

over

Ra

mps

E

&

F

Kno

x

Co

unty\

FD12

07.d

gn


CORRECT

STATE OF TENNESSEE


ADAM PRICE

R-STP/NH-115(29)

FD1207.DGN

KORNIKOSKI/PRICE

MATT TERRY 02/19

NINU SHOUKATH/F. B.

U-82-194

47026-3280-14CONST. NO.

2020

KNOX COUNTY

STATION 51+56.39


RAMP E AND RAMP F

OVER

HOSPITAL ENTRANCE

FOUNDATION DATA

BRIDGE NO. 2

THIS SHEET INTENTIONALLY LEFT BLANK

r

JJ02223

Information Only


CONST. NO.

REVISIONS


STATE OF TENNESSEE


DESIGNED BY

DRAWN BY

SUPERVISED BY

CHECKED BY

DATE

DATE

DATE

DATE

11/5/2019

P:\

Cadd

User

Gro

up

Re

gio

ns 1 and 2\

Franklin

Barto

n\

DG

N1\

1207

Hospit

al Entrance

over

Ra

mps

E

&

F

Kno

x

Co

unty\

SP12

07.d

gn


CORRECT

(TYP.)

a BT-63

t

3’-7�"9’-9"

3’-7�"

2�"

2�"

2�"

2 SPA. @ 4�" = 9�"

7�"

7�"

(TYP.) @ SUPPORT

11� @ a BEAM

9’-9"9’-9"9’-9"

9’-9"9’-9"9’-9"9’-9"

1’-1�"10�"

10�"

o

TYPICAL CROSS SECTION

o

t

ALI OMAR 03-19

F. BARTON

KORNIKOSKI/PRICE

03-19

03-19

2020

KNOX COUNTY

STATION 51+56.39

RAMP E AND RAMP F

OVER

HOSPITAL ENTRANCE

SUPERSTRUCTURE

BRIDGE NO. 2

47026-3280-14

2020R-STP/NH-115(29)

SP1207.DGN

DECK SLAB IS IN PLACE FOR A PHASE.

NOTE: NO PORTION OF THE PARAPET SHALL BE POURED UNTIL THE ENTIRE

IN THE SPAN AT THE TIME THE SLAB IS POURED IN SAID SPAN.

GIRDERS HOWEVER, TEMPORARY ERECTION DIAPHRAGMS MUST BE IN PLACE

ERECTION DIAPHRAGMS BE INSTALLED PRIOR TO PLACING ANY LOADS ON THE

OF CONSTRUCTION. IT IS STRONGLY RECOMMENDED THAT THE TEMPORARY

TO PREVENT DAMAGE DUE TO TWISTING OR OVERTURNING DURING ALL PHASES

NOTE: THE CONTRACTOR IS SOLELY RESPONSIBLE FOR SUPPORTING THE BEAMS

AAAA

x x x x

DEAD LOAD CORRECTION CURVE

THIS CURVE IS FOR DEAD LOAD SLAB AND ALL DEAD LOADS

B

B THAT ARE APPLIED AFTER THE SLAB IS IN PLACE.

ALL SPANS

�"

LOAD CORRECTION VALUES SHOWN BY 25%.

PROFILED AFTER PANELS ARE IN PLACE, REDUCE THE DEAD

IF PRESTRESSED DECK PANELS ARE USED AND THE BEAMS ARE

CONCRETE

(BRIDGE DECK)

C.Y.

EPOXY

COATED

REINFORCING

STEEL LB.


CLASS "D"

245

(LOOKING FORWARD ON SURVEY)

1�

"

�"

CO

MMERCE

AGRICULTURERegis

teredEngineer

No.1

ST

AT

E OF TENN

E

SS

EE

E

XVI

.

11643

A DAM L PRIC

85-3"

d BARS A501E

BARS A500E

(TYP. @ CANTILEVER)

(TYP.)

@ 8" c.c.

BARS B571E

(TYP.)

STD-1-1SS)

(SEE STD. DWG.

BRIDGE RAILING

OF SLAB (TYP.)

TO RUN FULL LENGTH

1" TRIANGULAR DRIP BEAD

2 SPA. @ 4�" = 9�"

MEDIAN

8’-0" RAISED

FT/FT

0.04

4-0"

8-0"

FT/FT

0.04

5 SPA. @ 1’-6" = 7’-6" (TYP.)

4-0"

d BARS A401E

BARS A400E

(TYP.)RAIL

7�"

(HOSPITAL ENTRANCE)

FINISHED GRADE LINE

a SURVEY AND

42’-0"

85’-3"

42’-0"

FOR BAR DESIGNATION, SEE "HALF-PLAN OF MAIN REINFORCEMENT" ON DWG. NO. U-82-196.

RAIL

7�"

41 SPA. @ 1’-0" = 41’-0"

0.02 FT/FT

0.02 FT/FT

41 SPA. @ 1’-0" = 41’-0"

@ 8" SPA.

OR SER. BARS A60-E

BARS A600E d BARS A601E

d BARS A501E

BARS A500E

(TYP.)

16 SPA. @ 6" = 8’-0" (TYP.)

(TYP.)

(TYP.)

(TYP.)

DENOTES: 2 SPA. @ 4�" = 9�" (TYP.)

DENOTES: 3 SPA. @ 6" = 1’-6" (TYP.)

(TYP.)

TOP & BOTTOM

5’-8" MIN. LAP

6"

FT/FT

0.04

FT/FT

0.04

(HOSPITAL ENTRANCE)

FINISHED GRADE LINE

a SURVEY AND

(TYP.)

(SEE DETAIL, THIS SHEET)

8’-0" RAISED MEDIANMEDIAN DETAIL

SLAB

MA

TC

H-

LIN

E "X"-"X"

MA

TC

H-

LIN

E "X"-"X"

8�

"

SL

AB

66,329

3"3"

@ 1’-6" SPA.

BARS A402E

FOR BAR DESIGNATION, SEE "HALF-PLAN OF MAIN REINFORCEMENT" ON DWG. NO. U-82-196.

ITEM 604-03.01 CLASS "A" CONCRETE (BRIDGES)

SHALL BE INCLUDED IN THE QUANTITY FOR

AT BRIDGE ENDS. ALL MEDIAN CONCRETE

NOTE: MEDIAN TO EXTEND ALONG PAVEMENT

MEDIAN = 2’-0".

NOTE: MIN. SPLICE LENGTH FOR NO. 4 BARS IN

ABDISALAN DAHIR 05-19

CONCRETE

C.Y.

CLASS "A"

(RAISED MEDIAN)

24

U-82-195

ALSO SEE DRAWING NO. STD-1-1SS.

NOT BE POURED UNTIL THE SLAB IS POURED AND CURED FOR A PHASE.

REINFORCING STEEL FOR PARAPET. THE PARAPET AND TEH MEDIAN SHALL

NOTE: WHEN POURING SLAB, PROVISIONS SHALL BE MADE FOR SETTING

JJ02223

Information Only

STATE OF TENNESSEE



CORRECT


CONST. NO.

REVISIONS


47026-3280-14

2020R-STP/NH-115(29)

SP1207.DGN

DESIGNED BY

DRAWN BY

SUPERVISED BY

CHECKED BY

DATE

DATE

DATE

DATE

11/5/2019

P:\

Cadd

User

Gro

up

Re

gio

ns 1 and 2\

Franklin

Barto

n\

DG

N1\

1207

Hospit

al Entrance

over

Ra

mps

E

&

F

Kno

x

Co

unty\

SP12

07.d

gn

ALI OMAR 03-19

F. BARTON

KORNIKOSKI/PRICE

03-19

03-19

vv

SAW CUT1" DEEP

SLAB CONSTRUCTION JOINT DETAIL

v

B B

vv

�" 6" MIN.

(STAGGERED) LAYERS

(NTS)

B

B

B

B

B

HEADER REQ’D.

2 - �" PLYWOODSTEEL

REINFORCING

SEE HEADER DETAIL BELOW

vv

SLOTTED HEADER

ALTERNATE "A"

ALTERNATE HEADER DETAILS

B

B

B

(THE CONTRACTOR MAY SUBMIT AN ALTERNATE DETAIL FOR APPROVAL)

vv

(STAGGERED) LAYERS

v v

v v v

CONTINUOUS HEADER

BETWEEN TOP & BOTTOM

MAT AND BETWEEN BOTTOM

MAT AND BOTTOM FORM.

ALTERNATE "B"

B

B

B

2 - �" PLYWOOD

REBARS

SLOTS FOR

2020

KNOX COUNTY

STATION 51+56.39

RAMP E AND RAMP F

OVER

HOSPITAL ENTRANCE


BRIDGE NO. 2

2�

"

BRIDGEEND OF

BRIDGEBEG. OF

HALF-PLAN OF MAIN REINFORCEMENT

GRADE LINE (HOSPITAL ENTRANCE)

ABOUT a SURVEY AND FINSHED

REINFORCEMENT SYMMETRICAL

2"

2"

CL.

CL.

BE LOCATED AT THE CONTRACTOR’S OPTION SUBJECT TO THE FOLLOWING:

DECK CONCRETE POURING SEQUENCE: SLAB CONSTRUCTION JOINTS MAY

THE SLAB CONSTRUCTION JOINT DETAIL ABOVE.

1) ALL SLAB CONSTRUCTION JOINTS SHALL BE IN ACCORDANCE WITH

CO

MMERCE

AGRICULTURERegis

teredEngineer

No.1

ST

AT

E OF TENN

E

SS

EE

E

XVI

.

11643

A DAM L PRIC

42’-

7�

"

30’-0"

BARS A400E

30’-0"

BARS A400E

30’-0"

BARS A400E

17’-6"

BARS A401E

LAP (TYP.)

2’-2" MIN.

05-19ABDISALAN DAHIR U-82-196

O

N

DW

G.

NO.

U-8

2-19

5.

FO

R

BA

R

SP

ACIN

G,

SE

E "T

YPIC

AL

CR

OS

S-S

EC

TIO

N"

JJ02223

Information Only

STATE OF TENNESSEE



CORRECT


CONST. NO.

REVISIONS


47026-3280-14

2020R-STP/NH-115(29)

SP1207.DGN

DESIGNED BY

DRAWN BY

SUPERVISED BY

CHECKED BY

DATE

DATE

DATE

DATE

11/5/2019

P:\

Cadd

User

Gro

up

Re

gio

ns 1 and 2\

Franklin

Barto

n\

DG

N1\

1207

Hospit

al Entrance

over

Ra

mps

E

&

F

Kno

x

Co

unty\

SP12

07.d

gn

ALI OMAR 03-19

F. BARTON

KORNIKOSKI/PRICE

03-19

03-19

BRIDGE

BEG. OF

OF SLAB

RIGHT EDGE

8"8"8"

85’-

3"

2�

"

2"

2"

(TYP.)

MIN. LAP

3’-6"

CL.

CL.

2�

"F

OR

BA

R

SP

ACIN

G,

SE

E "T

YPIC

AL

CR

OS

S

SE

CTIO

N" O

N

DW

G.

NO.

U-8

2-195.

2020

KNOX COUNTY

STATION 51+56.39

RAMP E AND RAMP F

OVER

HOSPITAL ENTRANCE


BRIDGE NO. 2

BRIDGE

END OF

1’-6"ENDW

ALL

1’-6"ENDW

ALL

SLAB PLAN

73 SPA. @ 8" = 48’-8"

BARS A600E d BARS A601ESER. BARS A602E **

*

*

*

*

TO SKEW)

(PARALLEL

LENGTH = 8’-0"

3 EA. @ 8"

BARS A604E

*DENOTES: TOP AND BOTTOM SLAB

= 14’-0"

21 SPA. @ 8"49 SPA. @ 8" = 32’-8"

= 14’-0"

21 SPA. @ 8"

*4’-5�"

4’-5�"

d BARS A600E

BARS A603E

SER.

d BARS A600E

BARS A603E

SER.

49 SPA. @ 8" = 32’-8"

SER. BARS A602E

(PA

RA

LLE

L T

O S

KE

W)

LE

NG

TH = 8’-

0"

3

EA.

@ 8"

A604

E

BA

RS

60’-0"

BARS A500E (BOTTOM SLAB)

44’-5"

BARS A501E (BOTTOM SLAB)

LA

P (T

YP.)

5’-

8"

MIN.

OF SLAB

LEFT EDGE

CO

MMERCE

AGRICULTURERegis

teredEngineer

No.1

ST

AT

E OF TENN

E

SS

EE

E

XVI

.

11643

A DAM L PRIC


JJ02223

Information Only

STATE OF TENNESSEE




CONST. NO.

REVISIONS


47026-3280-14

2020R-STP/NH-115(29)

CORRECTDESIGNED BY

DRAWN BY

SUPERVISED BY

CHECKED BY

DATE

DATE

DATE

DATE

11/5/2019

P:\

Cadd

User

Gro

up

Re

gio

ns 1 and 2\

Franklin

Barto

n\

DG

N1\

1207

Hospit

al Entrance

over

Ra

mps

E

&

F

Kno

x

Co

unty\

SP12

07.d

gn

ALI OMAR 03-19

F. BARTON

KORNIKOSKI/PRICE

03-19

03-19

SP1207.DGN

58°27’55"

N 4°20’58" E


FINISHED GRADE LINE

a SURVEY AND

(TYP.)

11’-

5�

"

8

SP

A.

@ 9’-

9" = 78’-

0"

1’-6"

3’-9"

3’-

7�

"

FRAMING PLAN

3’-

7�

"101’-4"

2020

KNOX COUNTY

STATION 51+56.39

RAMP E AND RAMP F

OVER

HOSPITAL ENTRANCE


BRIDGE NO. 2

ENDWALL

BEAM

ABUTMENT

a

BEARING

2’-7�" TO

STA. 52+08.58

END OF BRIDGE

STA. 51+07.25

BEGI. OF BRIDGE


85’-

3"



OF SLAB

LEFT EDGE

OF SLAB

RIGHT EDGE

(TYP.)

FOR DETAILS)

(SEE STD. DWG. STD-14-1

@ 1/3 POINTS

a INTERMEDIATE DIAPHRAM

3’-9"BEAM

ABUTMENT

1’-6"ENDW

ALL

a

BEARING

2’-7�" TO

CO

MMERCE

AGRICULTURERegis

teredEngineer

No.1

ST

AT

E OF TENN

E

SS

EE

E

XVI

.

11643

A DAM L PRIC


NO. 6

RETAINING WALL



BRIDGE LENGTH

JJ02223

Information Only


CONST. NO.

REVISIONS


STATE OF TENNESSEE

DESIGNED BY

DRAWN BY

SUPERVISED BY

CHECKED BY

DATE

DATE

DATE

DATE

DIAPHRAGM (TYP.)

a INTERMEDIATE

NOTES:

AND NOTES.

CLASS "A"

CONCRETE

REINFORCING

STEEL

PRESTRESSING

(LOW RELAXATION)

STRANDS

"ESTIMATED QUANTITIES"(PER BEAM)

a BEAM

"B" B

"B" B

3"

6" = 2’-6"

5 SPA. @

3" = 1’-0"

4 SPA. @

(TYP.)

4�"

= 8’-0" (TYP.)

16 SPA. @ 6"

BARS HA300

BARS H601

PROJECTING

DOUBLE NON-

3" = 1’-0"

4 SPA. @3"

6" = 2’-6"

5 SPA. @

3"

SEE STD-14-1 FOR BULB-TEE STANDARD DETAILS

B

B

B

BEL

EV

ATIO

N "A"-"A"

FOR DETAILS.

SEE STD. DWG. STD-14-1

FOR DETAILS

SEE STD. DWG. STD-14-1

CROSS BRACING (TYP.)

a INSERTS FOR TEMPORARY

"C"

THE CONCRETE FOR THIS CONSTRUCTION SHALL

BE OF SUCH PROPERTIES AS TO ATTAIN A

COMPRESSIVE STRENGTH OF NOT LESS THAN

STRESS TRANSFER SHALL NOT BE MADE TO

THE BRIDGE MEMBER UNTIL THE TEST

SPECIMENS INDICATE THAT THE CONCRETE

HAS REACHED A COMPRESSIVE STRENGTH OF

CONCRETE FINISHING NOTE.

PREST. STRANDSH H

A A

H

H

H H

H

H

(SHOWING STIRRUP REINFORCEMENT)

(TYP.)

3" 3"

BARS H600

PROJECTING

DOUBLE

2" 2"

1" C

L.

BARS HA300

SEE DETAIL "X"

NON-PROJECTING BARS

SHOWINGPROJECTING BARS

SHOWING

BARS A400

SECTION "C"-"C"

CL.

1"

B

(TYP.)

2�" CL.

(TYP.)

2�" CL.

(TYP.)

2" 2"

2"

8�" PROJ. (EVERY OTHER

STRAND BOTTOM ROW)

(SEE STD-14-1)

PROJ. (TYP.)

1" MIN. 8" MAX

47026-3280-14

2020

TE1207.DGN

F. BARTON

ALL BEAMS ARE BT-63.

AT LEAST 7,500 PSI. SEE GENERAL NOTES FOR

(TYP.)

PULLED TO 10 KIPS

PRESTRESSING STRANDS

1’-

0"

4"

1’-

0"

LENGTH

A

A

4�

"4�

"

5"

2’-0"

11"

CY. LB. LB.

17.7 2,963 2,193

(SHOWING PRESTRESSING STRANDS)

"C"

BARS H600

END DETAIL

DETAIL "X"

SECTION "B"-"B"ELEVATION "A"-"A"

ELEVATION

ELEVATION

*

3"

(PER BEAM)

A400

H600

H601

4

6

6

SIZEBAR NO. REQ’D LENGTH

A500 5

A701

BILL OF STEEL

7 6

U-82-199

BARS H600

ALTERNATING

OR DOUBLE

2"

2"= 1’-10"

11 SPA. @2" 2"

2"= 1’-10"

11 SPA. @

6

3HA300

36

NOTE: DOWNWARD DEFLECTION UNDER TOTAL DL IS NOT ALLOWED.

DW = 327 LB/FT

COMPOSITE DEAD LOAD: DC = 164 LB/FT

COMPOSITE DESIGN SLAB (fc’= 3000 PSI)

-PER BEAM-

PRESTRESSED BEAM DESIGN DATA

BARS H601

DOUBLE

BARS H601

3-19

48’-3" 48’-3"

9,000 PSI AT THE AGE OF 28 DAYS AND

DENOTES: DEBOND 10’-0" FROM END OF BEAM

DENOTES: DEBOND 8’-0" FROM END OF BEAM

PER SPAN

BEAMS

9

BEAM. SEE STD. DWG. STD-14-1.

DENOTES: CLIP CORNERS OF


= 2’-11"

5 SPA. @ 7"

(TYP.)

d BARS A701

BARS A700

2" = 6"

3

SP

A.

@

(2’-8" MIN. LAP)

BARS A700 d A701

BARS A701

BARS A700

BARS A500

BARS A4004’-11"

5’-7"

BARS HA300

A700 7 6 60’-0"

(TYP.)

(TYP.)

�" w 270K LOW-LAX PRESTRESSING STRANDS

(TYP.)

6/10" w 270K LOW-LAX PRESTRESSING STRANDS


CORRECT

ALI OMAR

KORNIKOSKI/PRICE

3-19

3-19

R-STP/NH-115(29)

1.02 LANES FOR SHEAR

LIVE LOAD DISTRIBUTION FACTORS: 0.88 LANES FOR MOMENT

96’-6"

2" = 6"

3

SP

A.

@

96’-6"

BARS A400 - 96 SPA. @ 1’-0" = 96’-0"

32’-2"32’-2"32’-2"

79 SPA. @ 1’-0" = 79’-0"

9" = 3’-9"

5 SPA. @

SINGLE PROJECTING BARS H600

1’-0"

9" = 3’-9"

5 SPA. @

1’-0"

97

3�" 3�" 3�" 3�"

= 2’-11"

5 SPA. @ 7"

38’-10"

108

34

44,000.6 .217

AREA, As (in )JACKING LOAD (lbs)yDIAMETER (in)

PRESTRESSING STRANDS

(TYP.)

3’-9"

PR

OJ.

6"

BARS H600 OR H601

BARS H600

6’-11"

4’-7"

6’-4"

5’-6"

3’-2"

UNCOATED LOW-LAX.

ALL STRANDS ARE 0.6" DIA., 270K, 7 WIRE

2020

KNOX COUNTY

STATION 51+56.39

RAMP E AND RAMP F

OVER

HOSPITAL ENTRANCE

PRESTRESSED BULB-TEE BEAM DETAILS

BRIDGE NO. 2

TOTAL NUMBER OF STRANDS = 30

CO

MMERCE

AGRICULTURERegis

teredEngineer

No.10584

ST

AT

E OF TENN

E

SS

EE

.

2

SIWEL DIVAD .C

5-19ABDISALAN DAHIR

JJ02223

Information Only

BARS A641E (N.S. AND F.S.) d BARS H640 96 SPA. @ 1’-0" = 96’-0"

1’-6" 1’-6"

3’-0"

1’-7�"

97’-6"

97’-6"

3’-8�"11’-5�"11’-5�"11’-5�"11’-5�"11’-5�"11’-5�"11’-5�"11’-5�"2’-3�"

98’-3"


CONST. NO.

REVISIONS


STATE OF TENNESSEE


DESIGNED BY

DRAWN BY

SUPERVISED BY

CHECKED BY

DATE

DATE

DATE

DATE

P.C.O. DENOTES: PILE CUT-OFF

F.S. DENOTES: FAR SIDE

N.S. DENOTES: NEAR SIDE

ELEVATION

PLAN

THOMAS KIRK


CORRECT

ABUTMENT GENERAL NOTES:

NOTE: RISER BLOCKS TO BE POURED MONOLITHICALLY WITH ABUTMENT BEAM.

NOTE: ELASTOMERIC PADS SHALL BE IN PLACE A MINIMUM OF ONE DAY BEFORE

BEING DISTURBED BY SETTING BEAMS. PLACE RUBBER BONDING CEMENT IN

SUCH A WAY THAT VISIBLE CONCRETE SURFACES WILL NOT BE STAINED.

U-82-200

NOTE: NOT LESS THAN HALF OF THE SLAB IN THE END SPAN SHALL BE POURED

PRIOR TO, OR CONCURRENTLY WITH, PLACEMENT OF ANY PART OF THE ABUTMENT

BACKWALL. AT LEAST THE TOP 12 INCHES OF THE BACKWALL SHALL BE POURED

R-STP/NH-115(29) 2020

47026-3280-14

3-19

DYE / LEWIS 4-19

4-19

ALI OMAR

AB1207.DGN

CONCRETECLASS "A"

C.Y.

EPOXY

COATEDREINFORCINGSTEEL LB.


REINFORC-

ING STEEL

L.B.

3,633 8,487

NOTE: FOR SECTIONS "C"-"C" AND "D"-"D" SEE DWG. NO. U-82-201.

2020

KNOX COUNTY

STATION 51+56.39

RAMP E AND RAMP F

OVER

HOSPITAL ENTRANCE

ABUTMENT NO. 1

BRIDGE NO. 2

1�

"

RISER BLOCK

SLOPE DETAIL

DIRECTION OF SURVEY

A

CONFORM TO BOTTOM OF BEAM GRADE.

NOTE: RISER BLOCK BEARING PAD SURFACES TO

84

(LOOKING BACK ON SURVEY)

CONCURRENTLY WITH THE END OF SLAB. ONE ABUTMENT BACKWALL MUST BE

POURED FULL HEIGHT CONCURRENTLY WITH THE END OF SLAB.

NOTE: RISER BLOCK BEARING PAD SURFACES TO CONFORM TO BOTTOM OF BEAM GRADE.

CO

MMERCE

AGRICULTURERegis

teredEngineer

No.10584

ST

AT

E OF TENN

E

SS

EE

.

2

SIWEL DIVAD .C

5-19ABDISALAN DAHIR

(TYP.)

58°27’55"

(TYP.)

NO. STD-14-1

SEE STD. DWG.

BEARING PAD

ELASTOMERIC

�" X 9" X 2’-2"

WALL

RETAININGABUTMENT (TYP.)

RETAINING WALL AND

FIBERBOARD BETWEEN

1" BITUMINOUS

WALL

RETAINING

898.32

ELEV.

898.32

ELEV.

BARS A740

BARS A740 d

BARS A540

BARS A540 d

BARS A643 d BARS A643BARS A640E d BARS A640E

1"

5�"

STA. 51+07.25

BEG. OF BRIDGE

HOSPITAL ENTRANCE

FINISHED GRADE LINE

a SURVEY &

AB

UT.

BE

AM

3’-

9"

2’-

7�

"

EN

DW

AL

L

1’-

6"

BR

AC

KE

T

RO

AD

WA

Y

1’-

0"

(TYP.)

1" CHAMFERSa BEARING

(TYP.) (TYP.)

(TYP.)(TYP.)

a BEAM

900.42

ELEV.

900.42

ELEV.

"C"

ELEV. 892.67

ELEV. 893.53

ELEV. 893.10ELEV. 893.96 ELEV. 894.18ELEV. 894.01 ELEV. 894.12ELEV. 894.06

890.10

ELEV.

P.C.O.

890.27

ELEV.

P.C.O.

890.43

ELEV.

P.C.O.

890.60

ELEV.

P.C.O.

890.77

ELEV.

P.C.O.

890.93

ELEV.

P.C.O.

891.10

ELEV.

P.C.O.

891.27

ELEV.

P.C.O.

891.43

ELEV.

P.C.O.

891.60

ELEV.

P.C.O.

891.77

ELEV.

P.C.O.

3’-

0"

(TYP.)

9"

(TYP.)

9"1"

3’-7�"HP 10 X 42 STEEL PILES 22 SPA. @ 4’-2" = 91’-8"

WHERE NOTED)

PILES EXCEPT

891.80 (ALL

P.C.O. ELEV.

2’-2�"

(TYP.)

9"

@ 5"

1 SPA.

L540

BARS

(TYP. #6 BARS)

2’-9" MIN. LAP

COATED BARS)

(TYP. #6 EPOXY

3’-2" MIN. LAP

(TYP. #5 BARS)

2’-2" MIN. LAP

(TYP. #7 BARS)

3’-9" MIN. LAP

(TYP.)

HA640

BARS

BARS A644 (TYP.)

a SURVEY)

(LEVEL TO

ELEV. 893.80

(2’-6" PROJ.)

(1’-6" EMB.)

(4’-0")

A642

BARS

d

A641E

BARS

(2’-6" PROJ.)

(1’-6" EMB.)

(4’-0")

BARS A642

d

BARS A641E

900.18

ELEV.

ELEV. 891.92

4�"

1’-4�"

"D"

"D"

"C"

ELEV. 892.25

SPA. = 1’-4"

L540 2 EQ.

BARS

BTWN. PILES)

= 2’-8" (TYP.

3 EQ. SPA.

BARS L540

JJ02223

Information Only


CONST. NO.

REVISIONS


STATE OF TENNESSEE


DESIGNED BY

DRAWN BY

SUPERVISED BY

CHECKED BY

DATE

DATE

DATE

DATE

H

H H

H

3"

BARS H540

BARS A640E

BARS R640E

45°

H

BARS A440

9"4"

H H

5

EQ.

SP

A.

BA

RS

A643

H H

H

H

H

H

d H640

(1’-6" EMB.)

3"3"

3’-9"

7 EQ. SPA.

= 3’-3"

BARS L540

H H H H H

H

H

H

H

H H HHH

H H

1’-

0"

�" CHAMFER BRIDGE ENDS

PAVEMENT @

BARS F640E

1’-0"

3"

1’-6"

CONST. JOINT

OPTIONAL

3’-

0"

1’-

3"

1’-

3"

3"

3"

BARS A540

BARS A740

3"

1’-

0"

4�

"


CORRECTP.C.O. DENOTES: PILE CUT-OFF



47026-3280-14

2020

U-82-201

1’-10�" 1’-10�"

EM

B.

1’-

0"

CONST. JOINT

F.S.

N.S.

(2’-6" PROJ.)

SECTION "D"-"D"

ALI OMAR

THOMAS KIRK

DYE / LEWIS

3-19

4-19

4-19

AB1207.DGN

SECTION "C"-"C"

2020

KNOX COUNTY

STATION 51+56.39

RAMP E AND RAMP F

OVER

HOSPITAL ENTRANCE


BRIDGE NO. 2

H H

63" PREST.

BEAM

BULB-T

BARS A641E


CO

MMERCE

AGRICULTURERegis

teredEngineer

No.10584

ST

AT

E OF TENN

E

SS

EE

.

2

SIWEL DIVAD .C

R-STP/NH-115(29)

TWO

STEEL PILES

a HP 10X42

898.32

ELEV.

(2’-6" PROJ.)

(1’-6" EMB.)

BARS A642 (4’-0")

BARS A641E d

BAR A440 d BAR A440 BARS A643 d BARS A643

BARS A640E d BARS A640E OR(2’-6" PROJ.)

(1’-6" EMB.)

BARS A642 (4’-0")

BARS A641E d

F.S.

N.S.

(TYP.

)3"

(TYP.)

3"

(TYP.

)3"

= 1’-8" (TYP.)

2 SPA. @ 10"

(TYP.)

HA640

BARS

(TYP.)

8"

(TYP.)

1’-4"

(TYP.

)2’-2

"

5�"1"

(TYP.)

A644

BARS

900.42

ELEV.

BARS F640E OR BARS H540 96 SPA. @ 1’-0" = 96’-0"6�"

BARS R640E (F.S.) OR BARS A641E (N.S. AND F.S.) d BARS H640 96 SPA. @ 1’-0" = 96’-0"

(TYP. #6 BARS)

2’-9" MIN. LAP

COATED BARS)

(TYP. #6 EPOXY

3’-2" MIN. LAP

(TYP. #4 BARS)

1’-9" MIN. LAP

4�"

1’-4�"

98’-3"

1’-8�"

JJ02223

Information Only

1’-6" 1’-6"

3’-0"

97’-5�"

3’-8�"11’-5�"11’-5�"11’-5�"11’-5�"11’-5�"11’-5�"11’-5�"11’-5�"2’-3�"

BARS A641E (N.S. AND F.S.) d BARS H640 95 SPA. @ 1’-0" = 95’-0"

97’-5�"


CONST. NO.

REVISIONS


STATE OF TENNESSEE


DESIGNED BY

DRAWN BY

SUPERVISED BY

CHECKED BY

DATE

DATE

DATE

DATE

P.C.O. DENOTES: PILE CUT-OFF



ELEVATION

PLAN

THOMAS KIRK


CORRECT

ABUTMENT GENERAL NOTES:

U-82-202

R-STP/NH-115(29) 2020

47026-3280-14

3-19

DYE / LEWIS 4-19

4-19

ALI OMAR

AB1207.DGN

CONCRETECLASS "A"

C.Y.

EPOXY

COATEDREINFORCINGSTEEL LB.


REINFORC-

ING STEEL

L.B.

3,599 8,471

2020

KNOX COUNTY

STATION 51+56.39

RAMP E AND RAMP F

OVER

HOSPITAL ENTRANCE

ABUTMENT NO. 2

BRIDGE NO. 2

1�

"

RISER BLOCK

SLOPE DETAIL

DIRECTION OF SURVEY

A

CONFORM TO BOTTOM OF BEAM GRADE.

NOTE: RISER BLOCK BEARING PAD SURFACES TO

84


CO

MMERCE

AGRICULTURERegis

teredEngineer

No.10584

ST

AT

E OF TENN

E

SS

EE

.

2

SIWEL DIVAD .C

NOTE: RISER BLOCKS TO BE POURED MONOLITHICALLY WITH ABUTMENT BEAM.

NOTE: ELASTOMERIC PADS SHALL BE IN PLACE A MINIMUM OF ONE DAY BEFORE

BEING DISTURBED BY SETTING BEAMS. PLACE RUBBER BONDING CEMENT IN

SUCH A WAY THAT VISIBLE CONCRETE SURFACES WILL NOT BE STAINED.

NOTE: NOT LESS THAN HALF OF THE SLAB IN THE END SPAN SHALL BE POURED

PRIOR TO, OR CONCURRENTLY WITH, PLACEMENT OF ANY PART OF THE ABUTMENT

BACKWALL. AT LEAST THE TOP 12 INCHES OF THE BACKWALL SHALL BE POURED

NOTE: FOR SECTIONS "E"-"E" AND "F"-"F" SEE DWG. NO. U-82-203.

CONCURRENTLY WITH THE END OF SLAB. ONE ABUTMENT BACKWALL MUST BE

POURED FULL HEIGHT CONCURRENTLY WITH THE END OF SLAB.

NOTE: RISER BLOCK BEARING PAD SURFACES TO CONFORM TO BOTTOM OF BEAM GRADE.

(LOOKING FORWARD ON SURVEY)

WALL

RETAINING

902.50

ELEV.

(TYP.)

NO. STD-14-1

SEE STD. DWG.

BEARING PAD

ELASTOMERIC

�" X 9" X 2’-2"

AB

UT.

BE

AM

3’-

9"

2’-

7�

"

EN

DW

AL

L

1’-

6"

BR

AC

KE

T

RO

AD

WA

Y

1’-

0"

a BEARING (TYP.)

1" CHAMFERS

STA. 52+08.58

END OF BRIDGE

HOSPITAL ENTRANCE

FINISHED GRADE LINE

a SURVEY &

(TYP.)

58°27’55"

(TYP.) (TYP.)

(TYP.)(TYP.)

a BEAM

WALL

RETAINING

ABUTMENT (TYP.)

RETAINING WALL AND

FIBERBOARD BETWEEN

1" BITUMINOUS

905.14

ELEV.

905.14

ELEV.

902.50

ELEV.

ELEV. 898.33

904.66

ELEV.

ELEV. 898.43ELEV. 898.54ELEV. 898.65

ELEV. 898.76

ELEV. 897.85ELEV. 897.33

ELEV. 896.35

ELEV. 896.84

ELEV. 898.35

898.35

ELEV.

ELEV. 895.85

895.85

ELEV.

(TYP. #6 BARS)

2’-9" MIN. LAP

COATED BARS)

(TYP. #6 EPOXY

3’-2" MIN. LAP

(TYP. #5 BARS)

2’-2" MIN. LAP

(TYP. #7 BARS)

3’-9" MIN. LAP

4�"

1’-4�"

1�"

7�"

(TYP.)

HA640

BARS

(TYP.)

A644

BARS

BARS A640E d BARS A640E

ABUT. BEAM)

(TOP OF

ELEV. 898.16

3’-

0"

(2’-9" PROJ.)

(1’-6" EMB.)

(4’-3")

BARS A642

d

BARS A641E

BARS A643 d BARS A643

(2’-9" PROJ.)

(1’-6" EMB.)

(4’-3")

A642

BARS

d

A641E

BARS

HP 10 X 42 STEEL PILES 22 SPA. @ 4’-2" = 91’-8"2’-2�"

(TYP.)

9"

@ 5"

1 SPA.

L540

BARS

3’-7�"

2"

896.34

ELEV.

P.C.O.

896.32

ELEV.

P.C.O.

896.30

ELEV.

P.C.O.

896.28

ELEV.

P.C.O.

896.26

ELEV.

P.C.O.

896.24

ELEV.

P.C.O.

896.22

ELEV.

P.C.O.

896.20

ELEV.

P.C.O.

896.18

ELEV.

P.C.O.

896.16

ELEV.

P.C.O.

896.14

ELEV.

P.C.O.

896.12

ELEV.

P.C.O.

(TYP.)

9"

(TYP.)

9"BARS A740

BARS A740 dBARS A540

BARS A540 d

"F"

"F"

"E"

"E"

895.92

ELEV.

P.C.O.

895.72

ELEV.

P.C.O.

895.53

ELEV.

P.C.O.

895.33

ELEV.

P.C.O.

895.13

ELEV.

P.C.O.

894.93

ELEV.

P.C.O.

894.73

ELEV.

P.C.O.

894.54

ELEV.

P.C.O.

894.34

ELEV.

P.C.O.

894.14

ELEV.

P.C.O.

893.94

ELEV.

P.C.O.

ELEV. 898.16

1’-7�"

= 1’-4"

2 EQ. SPA.

BARS L540

97’-5�"

BTWN. PILES)

= 2’-8" (TYP.

3 EQ. SPA.

BARS L540

JJ02223

Information Only


CONST. NO.

REVISIONS


STATE OF TENNESSEE


DESIGNED BY

DRAWN BY

SUPERVISED BY

CHECKED BY

DATE

DATE

DATE

DATE

H

H H

H

3"

BARS H540

BARS A640E

BARS R640E

45°

H

BARS A440

9"4"

H H

5

EQ.

SP

A.

BA

RS

A643

H H

H

H

H

H

d H640

(1’-6" EMB.)

3"3"

3’-9"

7 EQ. SPA.

= 3’-3"

BARS L540

H H H H H

H

H

H

H

H H HHH

H H

1’-

0"

�" CHAMFER BRIDGE ENDS

PAVEMENT @

BARS F640E

1’-0"

3"

1’-6"

CONST. JOINT

OPTIONAL

3’-

0"

1’-

3"

1’-

3"

3"

3"

BARS A540

BARS A740

3"

1’-

0"

4�

"


CORRECTP.C.O. DENOTES: PILE CUT-OFF



47026-3280-14

2020

U-82-203

1’-10�" 1’-10�"

EM

B.

1’-

0"

CONST. JOINT

F.S.

N.S.

(2’-9" PROJ.)

SECTION "F"-"F"

ALI OMAR

THOMAS KIRK

DYE / LEWIS

3-19

4-19

4-19

AB1207.DGN

SECTION "E"-"E"

2020

KNOX COUNTY

STATION 51+56.39

RAMP E AND RAMP F

OVER

HOSPITAL ENTRANCE


BRIDGE NO. 2

H H

63" PREST.

BEAM

BULB-T

BARS A641E


R-STP/NH-115(29)

CO

MMERCE

AGRICULTURERegis

teredEngineer

No.10584

ST

AT

E OF TENN

E

SS

EE

.

2

SIWEL DIVAD .C

STEEL PILES

a HP 10X42

TWO

(TYP.

)3"

(TYP.)

3"

(TYP.

)3"

= 1’-8" (TYP.)

2 SPA. @ 10"

(TYP.)

HA640

BARS

(TYP.)

8"

(TYP.)

1’-4"

(TYP.

)2’-2

"

(TYP.)

A644

BARS

(2’-9" PROJ.)

(1’-6" EMB.)

BARS A642 (4’-3")

BARS A641E d

BAR A440 d BAR A440

F.S.(TYP. #6 BARS)

2’-9" MIN. LAP

COATED BARS)

(TYP. #6 EPOXY

3’-2" MIN. LAP

(TYP. #4 BARS)

1’-9" MIN. LAP

N.S.

BARS A643 d BARS A643

BARS A640E d BARS A640E OR

(2’-9" PROJ.)

(1’-6" EMB.)

BARS A642 (4’-3")

BARS A641E d

4�"

1’-4�"

1’-8�"

1�"

8�"

7�"

BARS F640E OR BARS H540 95 SPA. @ 1’-0" = 95’-0"

BARS R640E (F.S.) OR BARS A641E (N.S. AND F.S.) d BARS H640 95 SPA. @ 1’-0" = 95’-0"

97’-5�"

905.14

ELEV. 902.50

ELEV.

JJ02223

Information Only


CORRECT

STATE OF TENNESSEE



REVISIONS


47026-3280-14

2020R-STP/NH-115(29)

CONST. NO.

11/5/2019

P:\

Cadd

User

Gro

up

Re

gio

ns 1 and 2\

Franklin

Barto

n\

DG

N1\

1207

Hospit

al Entrance

over

Ra

mps

E

&

F

Kno

x

Co

unty\

FF12

07.d

gn

DESIGNED BY

DRAWN BY

SUPERVISED BY

CHECKED BY

DATE

DATE

DATE

DATE

06/18

04/19

DYE/PRICE 04/19

F. BARTON

FF1207.DGN

PILE CUT-OFF

ELEV.

A

ABUTMENT NO. 1

1

ABUTMENT NO. 1PILE CUT-OFF

ELEV.

A

ABUTMENT NO. 2

ABUTMENT NO. 2

BHOSPITAL ENTRANCE

FINISHED GRADE LINE

a SURVEY AND

1 2 3 4 5 6 7 8

NO. 1

ABUTMENT

NO. 2

ABUTMENT

NOTE TO CONTRACTOR AND CONSTRUCTION OFFICE:

THE BLANKS ON THIS SHEET ARE TO BE FILLED IN BY THE CONSTRUCTION OFFICE AND/OR FIELD

ENGINEER GIVING AS BUILT CONDITIONS. AFTER COMPLETION, IT IS TO BE SENT TO THE DIVISION

PILE CUT-OFF ELEV.

PILE TIP ELEV.

IN PLACE PILE LENGTH

PILE CUT-OFF ELEV.

PILE TIP ELEV.

IN PLACE PILE LENGTH

9 10 11 12 13

TABLE SHOWING PILE NUMBERS, PILE CUT-OFF ELEVATIONS, PILE TIP ELEVATIONS, AND PILE LENGTHS

14 15 16

OF STRUCTURES TO BECOME PART OF FINAL BRIDGE DOCUMENTS.

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

17 18 19 20 21 22 23

2020

KNOX COUNTY

STATION 51+56.39

RAMP E AND RAMP F

OVER

HOSPITAL ENTRANCE

FINAL FOUNDATION DATA

BRIDGE NO. 2

r

05/19ABDISALAN DAHIR

ALI OMAR

U-82-204

JJ02223

Information Only


CORRECT

04/19

04/19

DYE/PRICE 04/19

F. BARTON

BS1207.DGN

47026-3280-14

2020R-STP/NH-115(29)

CONST. NO.

SUPERSTRUCTURE (EPOXY-COATED)

BENDING DIMENSIONS

C DLENGTH

ABUTMENT NO. 1 (EPOXY-COATED)

BAR LOCATION SIZEBAR LOCATION SIZENO.

REQ’D A B

BENDING DIMENSIONS

C DLENGTH

A640E ENDWALL 6

A

A

A

A

A

A

A

A

B

D

BARS E

A

A

A

A

A

B C

BARS F

A

A

A

A

A

B

BARS H

A

A

A

A

A

A

A

A

A A

B

BARS R

A

A

A

A

A

BARS X

A

A

45°

A

A

45°

CA

A AA

A

AB

A

A

A A

A A

A A

A

A

A

A

A

A

A

B BC D CD

A

A

A

A

A

A

3 EQ. SPA. 3 EQ. SPA.

A A

BARS V

A

A

A

F 45°

BARS T

A

A

A

A

A

A

A

A

A

A

A

B

C

A

A

A

D

BARS J

A

A

A

A

A

A

A B

B

A

BARS Z

A

A

A

A

A

B

BARS YA

A

A

A

A

A

B

A

A

45°

BARS YB

BARS CD

BARS CB

A AA

A

B A

A

CA

C

A

A

45°

A

BARS G

A

A

A

A

A

A

A

A

A

A

C

B

90°

BARS JX

B

B

A

A

A

B

BARS VA

A

A

BARS HA

A

BILL OF STEEL

A

A

A

B

CA

460’-0"

60’-0"

8’-0"

50’-9"

ENDWALL 6 6’-3"A641E

F640E 976 1’-3"ENDWALL 1’-1"1’-3"1’-1" 3’-11"

R640E 976 2’-11" 6’-2"ENDWALL 3’-3"

2’-2"5 3’-0"ENDWALL 97H540

1’-2"6 8’-8"97H640 3’-9"

1’-10"6 5’-10"45 2’-8"HA640 BEAM STOPS 1’-4"

BAR LOCATION SIZENO.

REQ’D A B

BARS A

BARS B

A

A

BARS C

A

BARS D

LENGTHA

A

A

A

A

A

A

A

A

A

A

A

A

B

C

D

A A

D

A

A

A

AB

C A

A

A401E 4

A403E 4

6

A402E 4

A505E 5

A506E 5

6

A602E 6TOP & BOTTOM SLAB

SER

4

NO.

REQ’D A B

BENDING DIMENSIONS

C DLENGTH

A

A

A

B

BARS HP

A

A

AA

A

A

AC

OF THE LABEL.

SUBSTRUCTURE DESIGNATION INCLUDED AS PART

SHIP THE BARS TO THE JOB SITE WITH THE

FOR EACH SUBSTRUCTURE. THE SUPPLIER SHALL

NOTE: BAR NUMBERS ARE REPEATED ON BILL OF STEEL

REINFORCING STEEL CODESIZETYPE SERIES

065A

NOTE: The suffix E for bars so marked denotes epoxy coated reinforcement.

NOTE: Dimensions shown on this sheet are outside to outside of bar. Standard C.R.S.I. Hook Details shall apply, except as noted.

A400E 4 6

43’-0"

23’-8"MEDIAN

MEDIAN

12

7’-8"

BOTTOM SLAB

BOTTOM SLAB

236

148 44’-6"

A600E 6TOP & BOTTOM SLAB 60’-0"148

A601E 6TOP & BOTTOM SLAB 148 30-’7"

IN INC. OF 1’-1" (50 BARS)

60’-0" TO 6’-10"

LENGTH VARIES FROM 1670’-10"

A603E 6TOP & BOTTOM SLAB

SER

4

IN INC. OF 1’-1" (22 BARS)

29’-8" TO 6’-10"

LENGTH VARIES FROM 401’-6"

3’-3"B571E 2’-8"5RAIL & SLAB 608

A604E TOP & BOTTOM SLAB 12

STATE OF TENNESSEE


DESIGNED BY

DRAWN BY

SUPERVISED BY

CHECKED BY

DATE

DATE

DATE

DATE

11/5/2019

P:\

Cadd

User

Gro

up

Re

gio

ns 1 and 2\

Franklin

Barto

n\

DG

N1\

1207

Hospit

al Entrance

over

Ra

mps

E

&

F

Kno

x

Co

unty\

BS12

07.d

gn

SHEET NO.PROJECT NO. YEAR

REVISIONS


198

ABUTMENT NO. 1 (REGULAR)

A440 4 2

6 4

RDWY. BRKT.

4A540 ABUT. BEAM 5

A642

6 24A643 50’-9"

6 36A644 5’-3"

28A740 51’-0"ABUT. BEAM 7

ENDWALL

ENDWALL

BEAM STOPS

50’-2"

50’-3"

4’-0"

5"

ABUT. BEAM/ENDWALL

2’-8"5 13’-1"93L540 3’-5"ABUT. BEAM

BAR LOCATION SIZENO.

REQ’D A B

BENDING DIMENSIONS

C DLENGTH

A640E ENDWALL 6 4 50’-2"

ENDWALL 6 6’-3"A641E

F640E 966 1’-3"ENDWALL 1’-1"1’-3"1’-1" 3’-11"

R640E 966 2’-11" 6’-2"ENDWALL 3’-3"

2’-2"5 3’-0"ENDWALL 96H540

1’-2"6 9’-0"96H640 3’-11"

1’-10"6 5’-10"45 2’-8"HA640 BEAM STOPS 1’-4"

196

A440 4 2

6 4

RDWY. BRKT.

4A540 ABUT. BEAM 5

A642

6 24A643

6 36A644 5’-3"

28A740 50’-6"ABUT. BEAM 7

ENDWALL

ENDWALL

BEAM STOPS

49’-7"

49’-8"

4’-3"

5"

ABUT. BEAM/ENDWALL

2’-8"5 13’-1"93L540 3’-5"ABUT. BEAM

ABUTMENT NO. 2 (EPOXY-COATED)

ABUTMENT NO. 2 (REGULAR)

2020

KNOX COUNTY

STATION 51+56.39

RAMP E AND RAMP F

OVER

HOSPITAL ENTRANCE

BILL OF STEEL

BRIDGE NO. 2

MEDIAN

MEDIAN

94

A404E 4 30’-0"SLAB 267

A405E 4SLAB 17’-6"89

50’-0"

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05/19ABDISALAN DAHIR

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No.10584

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