a m l g g a b e n i l deck plan l h c a c a t a s a s m …utcdb.fiu.edu/asbuilt_franklin conformed...

SHEET

LAST REVISION:

CHECKED BY:

CAD BY:

DESIGN BY:

DATE

DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.

I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A

LICENSE NO.

Plotted by:cfahey Plotted Date:3/30/2017 Model:SHEET pw:\\pw-int.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\As-Built\CBR2441_SUP002.dgnFile:

BRIDGE 2441 S.P. 027-605-029

C.S.A.H. 5 / HENNEPIN COUNTY PROJECT 0705

B176

8/14/2014

DECK PLAN

A

A

NOTES:

A

A

A

A

B

B

V

V

< PIER 2

(TYP)

< CAP BEAM

A

A

A

A

B

B

C

C

A'

A'

A'

A'

B'

B'

C'

C'

A"

A"

A"

A"

B"

B"

C"

C"

W1

W1

W1

W1

X1

X1

Y1

Y1

N1

N

N1

Q

Q

P

P

R

R

N

B120

30'-0"13'-10ƒ"

15'-11"

32'-0"11'-10•"

6'-

7•

"7'-

6•

"

15'-11"

6'-

6•

"8'-

9"

7'-

1"

8'-

9"

8'-

9"

7'-

1"

8'-

9"

6'-

6•

"

8'-

5"

8'-

10"

8'-

10"

8'-

5"

7'-

6•

"6'-

7•

"

< EXPANSION JOINT

CLOSURE POUR SEQUENCING NOTES:

6.

5.

4.

3.

2.

1.

POUR

6" CLOSURE

ST

A 12

+89.2

7

MA

TC

H

LIN

E

A-

A

ST

A 15

+06.7

7

MA

TC

H

LIN

E

B-

B

6 SPA. @ 28'-8•" = 172'-3"29'-4"

(TYP THIS SPAN, UNO)

9" CLOSURE POUR

(TY

P)

7'-

1"

RAILIN

G,

TY

P

OR

NA

ME

NT

AL

PA

RA

PE

T

TY

PE

P-2

CO

NC

RE

TE

TU

BE

RAILIN

G,

TY

P

MO

D

W/

ST

RU

CT

UR

AL

PANEL (TYP)

27'-11•" PRECAST

14+0013+00 15+00

(TY

P

THIS

SP

AN,

UN

O)

7"

CL

OS

UR

E

PO

UR

7•"

Y1

W1

X1

W1

W1

X1

W1

Y1

C'

A'

B'

A'

A'

B'

A'

C'

(TY

P

THIS

BA

Y)

6"

CL

OS

UR

E

PO

UR

POUR

< CLOSURE

E EE E E E F F F F J J F F E E

LINE

WORKING

GG

M

M

(TYP ALL CJ)

4'-0" FROM END OF PANEL

(TYP)

CJ

L

LWP J

3-1

3-2

3-3

3-4

3-5

3-6

3-7

160'-1"

EA

ST

PIE

R 2

LEGEND:

XN

N-N INDICATES SPANDREL NUMBER

INDICATES TRANSVERSE UHPC CLOSURE POUR

INDICATES LONGITUDINAL UHPC CLOSURE POUR

INDICATES DECK PANEL TYPE XN

8.

7.

CB

CB

EBR

28'-3„" 28'-3„"

SHEET B119

SEE NOTE 21

< SPAN 3

CONTRACTOR TO FIELD VERIFY SPAN DIMENSIONS PRIOR TO SUBMITTING SHOP DRAWINGS.

MISCELLANEOUS DECK DETAILS, SEE SHEETS B139 AND B140 (DECK DETAILS).

FOR SECTIONS E-E, F-F, G-G, J-J, L-L, AND M-M AND OTHER

FOR ADDITIONAL DECK PANEL NOTES, SEE SHEET B119 (DECK PLAN 1 OF 4).

FOR PANEL DETAILS, SEE SHEETS B125 TO B138 (DECK PANEL DETAILS).

FOR SECTION A-A, SEE SHEET B123 (DECK SECTIONS).

5.

4.

3.

2.

1.

17'-3ƒ"

SPAN 3

217'-6" 5

5

DANIEL F. ENSER, PROFESSIONAL ENGINEER

41308

EACH TRANSVERSE CLOSURE POUR SHALL BE CAST AS ONE CONTINUOUS POUR.

WILL NOT BE PERMITTED.

IN THESE PLANS OR AS ACCEPTED BY THE ENGINEER. HORIZONTAL COLD JOINTS

TRANSVERSE CLOSURE POURS SHALL BE PERMITTED ONLY AT LOCATIONS INDICATED

VERTICAL COLD JOINTS (CONSTRUCTION JOINTS) BETWEEN LONGITUDINAL AND

TO TRANSVERSE CLOSURE POURS OVER THE PIERS.

COMPLETE TRANSVERSE CLOSURE POURS OVER THE SPANDREL COLUMNS PRIOR

CLOSURE POURS.

CLOSURE POUR AND REMOVE ALL END DAMS PRIOR TO CASTING TRANSVERSE

COMPLETE LONGITUDINAL CLOSURE POURS ON EITHER SIDE OF A TRANSVERSE

WITHIN A GIVEN BAY PRIOR TO MOVING ON TO THE NEXT BAY.

POUR ALL LONGITUDINAL CLOSURE POURS BETWEEN PLACED DECK PANELS

EVERY TRANSVERSE CLOSURE POUR WHERE INDICATED IN THESE PLANS.

PLACE END DAMS WITHIN LONGITUDINAL CLOSURE POURS ON EACH SIDE OF

AS-BUILT - DECK PLAN (2 OF 4)

1

1

CONTRACTOR SURVEY.

SEE SHEETS B122A-E FOR REVISED DECK PANEL LAYOUT BASED ON POST-

THE BRIDGE TO TRAFFIC IS 15 KSI.

THE MINIMUM UHPC COMPRESSIVE STRENGTH REQUIRED PRIOR TO OPENING

CONSTRUCTION LOADS PERMITTED ON THE DECK PANELS.

OF 15 KSI. CONTRACTOR SHALL FOLLOW THE SPECIAL PROVISIONS FOR

PANELS UNTIL THE UHPC ATTAINS A MINIMUM COMPRESSIVE STRENGTH

CONTRACTOR SHALL NOT PLACE CONSTRUCTION EQUIPMENT ON THE DECK

SHEET

LAST REVISION:

CHECKED BY:

CAD BY:

DESIGN BY:

DATE



LICENSE NO.


BRIDGE 2441 S.P. 027-605-029


B176

8/14/2014

DECK PLAN

6'-

6•

"8'-

9"

7'-

1"

8'-

9"

8'-

9"

7'-

1"

8'-

9"

6'-

6•

"

A

A

A

A

A

A

B1

B1

V

V

< PIER 3

(TYP)

< CAP BEAM

A'

A'

A'

A'

B'

B'

C'

C'

W1

W1

W1

W1

X1

X1

Y1

Y1

A"

A"

A"

A"

B"

B"

C"

C"

A

A

A

A

B

B

C

C

N1

N

N

N1

Q

Q

P1

P1

R

R

B121

32'-0" 11'-10•"

13'-10ƒ"30'-0"

15'-11"

29'-4" 15'-11"6 SPA. @ 28'-8•" = 172'-3"

8'-

10"

7'-

6•

"6'-

7•

"

POUR

6" CLOSURE

8'-

5"

8'-

10"

8'-

5"

7'-

6•

"

6'-

7•

"

< EXPANSION JOINT

ST

A 15

+06.7

7

MA

TC

H

LIN

E

B-

B

ST

A 17

+24.2

7

MA

TC

H

LIN

E

C-

C

(TY

P

THIS

SP

AN,

UN

O)

7"

CL

OS

UR

E

PO

UR

RAILIN

G,

TY

P

OR

NA

ME

NT

AL

PA

RA

PE

T

TY

PE

P-2

CO

NC

RE

TE

TU

BE

RAILIN

G,

TY

P

MO

D

W/

ST

RU

CT

UR

AL

PANEL (TYP)

27'-11•" PRECAST

16+00 17+00


9" CLOSURE POUR

(TY

P)

7'-

1"

7•"

Y1

W1

X1

W1

X1

W1

Y1

W1

C'

A'

B'

A'

A'

B'

A'

C'

(TY

P

THIS

BA

Y)

6"

CL

OS

UR

E

PO

UR

POUR

< CLOSURE

LINE

WORKING

(TYP)

CJ

F FE E J J F F F F E E E E E E

G G

L

L

M

M

WP K

3-7

3-8

3-9

3-10

3-11

3-12

3-13

(TYP ALL CJ)


160'-1"

NOTES:

WE

ST

PIE

R 3

LEGEND:

INDICATES SPANDREL NUMBER



INDICATES DECK PANEL TYPE XNXN

N-N

CB

CB

EBR

ON SHEET B119

SEE NOTE 21

< SPAN 3

28'-3„" 28'-3„"

SPAN 3

217'-6" 5

5

CONTRACTOR TO FIELD VERIFY SPAN DIMENSIONS PRIOR TO SUBMITTING SHOP DRAWINGS.


FOR SECTIONS E-E, F-F, G-G, J-J, L-L, AND M-M AND OTHER



FOR SECTION A-A, SEE SHEET B123 (DECK SECTIONS).

5.

4.

3.

2.

1.

17'-3ƒ"


41308

1

1


CONTRACTOR SURVEY.


SHEET

LAST REVISION:

CHECKED BY:

CAD BY:

DESIGN BY:

DATE



LICENSE NO.


BRIDGE 2441 S.P. 027-605-029


B176

8/14/2014

DECK PLAN

B

B

A"

A"

8'-

9"

W2

W2

W2

W2

W2

W2

W2

W2

D

D

D

D

X2 E

Y2 F

X2 E

FY2

X3

X3

Y3

Y3

S"

T"

U"

S"

U"

T"

S'

T'

U'

S'

U'

T'

S1

T1

U1

U1

T1

8'-

9"

7'-

1"

7'-

1"

7'-

1"

7'-

1"

5'-

9"

5'-

9"

B2

B2

B3

B3

J1J2

J1

G1

B4

B4

6'-

7„

"

< PIER 3

< PIER 4

3'-

7ƒ

"

3'-

11ƒ

"

8'-

1‡

"

5'-

7„

"

5'-

11„

"

V1

H1

H1

V1

J2

H'H"

H'H"

G"G'

G'

G'

G'G"

D'

D'

D'

D'

E'

F'

E'

F'

S1

S"S'S1

S"S'S1

AS9

AS6

AS4

AS4

AS10

AS3

AS3

AS7

APPROACH SPAN

N1

N

N

N1

Q'

Q

P2

P2

R

R

G1

G1

B122

32'-0"11'-10•"

6'-

7•

"7'-

6•

"

30'-0"

6'-

6•

"

5'-

1"

(TY

P)

6'-

9•

"

5'-

9"

7'-

1"

7'-

1"

7'-

1"

7'-

1"

7'-

1"

7'-

1"

5'-

9"

5'-

4"5'-

1"

15'-11•"

15'-6"

13'-8ƒ"

9'-

0‡

"7'-

11"

9'-

7"

9'-

7"

9'-

7"

9'-

7"

7'-

11"

10'-

4"

19'-5†"

15'-3•"

8'-

5"

8'-

10"

8'-

10"

8'-

5"

7'-

6•

"6'-

7•

"

1'-1ƒ"

5 SPA. @ 28'-8•" = 143'-6•"

9'-

1"

8'-

0"

9'-

8"

9'-

8"

9'-

8"

9'-

8"

8'-

0"

9'-

1"

9'-

0•

"7'-

11"

9'-

7"

9'-

7"

9'-

7"

9'-

7"

7'-

11"

9'-

0•

"

5'-

4"

13'-10ƒ"

G1

POUR

6" CLOSURE

POUR

9" CLOSURE

CAP BEAM

APPROACH

< EAST

< EXPANSION JOINT

15'-11"

PO

UR (T

YP.)

7"

CL

OS

UR

E

ST

A 17

+24.2

7

MA

TC

H

LIN

E

C-

C

MANHOLE

(TY

P)

7'-

1"

(TY

P

THIS

BA

Y)

6"

CL

OS

UR

E

PO

UR

17+00 18+00 19+00 20+00

(TY

P

THIS

SP

AN,

UN

O)

7"

CL

OS

UR

E

PO

UR

29'-3•" 28'-11•" 3 SPACES @ 14'-4‚" = 43'-0ƒ"13'-10‚" 14'-7‚"


6" CLOSURE POUR

PANEL (TYP)

27'-11•" PRECAST


9" CLOSURE POUR

RAILIN

G,

TY

P

OR

NA

ME

NT

AL

PA

RA

PE

T

TY

PE

P-2

CO

NC

RE

TE

TU

BE

RAILIN

G,

TY

P

MO

D

W/

ST

RU

CT

UR

AL

DRAIN (TYP)

BRIDGE FLOOR

PANEL (TYP)

13'-10‚" PRECAST

(TY

P

THIS

SP

AN,

UN

O)

6"

CL

OS

UR

E

PO

UR

(TY

P

THIS

BA

Y)

6"

CL

OS

UR

E

PO

UR

(TY

P

THIS

BA

Y)

7"

CL

OS

UR

E

PO

UR

3"7"

U"

T"

S"

S"

S"

S"

T"

U"

JOINT

< EXPANSION

POUR

< CLOSURE

POUR

< CLOSURE

1•"

(TYP)

< CAP BEAM

POUR

< CLOSURE

POUR

< CLOSURE

U'''

U'''

T'''

T'''

S'''

S'''

S'''

S'''

LINE

WORKINGWP K

WP L

WP M

G G

M

M

L

L

L

L

M

M

D

D

E E

E E F F

F FJ J F F E E E E

G G H H H H H H F F

K K

< EAST ABUT. WALL

4-1

4-2

4-3

4-4

4-5

4-6

(TYP ALL CJ)


93'-3†"

5-1

5-2

5-0

NOTES:

EA

ST

PIE

R 3

WE

ST

PIE

R 4

EA

ST

PIE

R 4

AB

UT.

EA

ST

EA

ST

AP

PR

OA

CH

LEGEND:

XN

ASN

N-N INDICATES SPANDREL NUMBER



INDICATES APPROACH SPAN PANEL TYPE N

INDICATES DECK PANEL TYPE XN

CB

CB

EBR

5

SPAN 4

224'-8„" 5

SPAN 5

64'-7„" 5

PRECAST

VARIES 5

ON SHEET B119

SEE NOTE 21

< SPAN 5

17'-3ƒ"28'-3„" 28'-3„"

7"


41308

3"

6

6

6.

5.

4.

3.

2.

1.

MODIFICATIONS DETAILS (1 OF 3), SHEET B80.

FOR DEFINITION OF SIDEWALK ELEVATION TRANSITION, SEE EAST APPROACH

SHOP DRAWINGS.

CONTRACTOR TO FIELD VERIFY SPAN DIMENSIONS PRIOR TO SUBMITTING


FOR SECTIONS E-E, F-F, G-G, H-H, J-J, K-K, L-L, AND M-M AND OTHER



FOR SECTIONS B-B AND D-D, SEE SHEETS B123 AND B124 (DECK SECTIONS).

ON SHEET B119

SEE NOTE 21

< SPAN 4

1

1


CONTRACTOR SURVEY.


NOTES:

DRAWING DATA:

GEOMETRIC CRITERIA

B122A

AS-BUILT - DECK PLAN NOTES - POST CONTRACTOR SURVEY

SEE UHPC SHOP DRAWING 154 FOR DETAILS

SEE PRECAST DECK PANEL SHOP DRAWING 120 FOR DETAILS.1

2

SHEET

Plotted by:cfahey Plotted Date:3/30/2017 Model:SHEET pw:\\pw-int.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\As-Built\CBR2441_SUP004_1.dgnFile:

BRIDGE 2441 S.P. 027-605-029


B176

NEED TO BE SHORTENED TO THE WEST BY 2.0".

III. PANELS 1 THROUGH 4 WILL BE PROPOSED AS CIP AND

ONLY (PANELS 9 THROUGH 68), 2.0" TO THE WEST.

UP STATION) OR UPSTREAM SIDE OF BRIDGE CENTERLINE

II. SHIFT PANELS ON LEFT SIDE OF THE BRIDGE (LOOKING

THE BOTTOM OF DECK PANEL).

DOWN LENGTH CHANGE FROM 2'-4" (PLAN) TO 2'-6" ALONG

THE END OF THE EXPANSION DROP DOWN SECTION (DROP

I. LENGTHEN PANELS 65 THROUGH 68 BY ADDING 2.0" AT

A. SPAN 1 AND 2

CONTRACTOR ON 8-13-15:

WITH THE FOLLOWING MODIFICATIONS PROPOSED BY THE

5. THE DECK PANELS ARE LOCATED IN THIS DRAWING PER PLAN

DISTANCE.

INCH, WHICH IS GREATER THAN THE REQUIRED 8‚ INCH

OF PANEL 65-Y1 TO EAST FACE OF CAP BEAM OF 8…

RESULTING IN A BEARING DISTANCE FROM THE WEST END

THIS DRAWING WAS MOVED ‚ INCH TO THE EAST,

DETERMINED IN JUNE 30, 2015 SURVEY. THIS COLUMN IN

TO BE ‚ INCH EAST OF THE LOCATION PREVIOUSLY

UPSTREAM COLUMN AT 2-2 WAS RE-SURVEYED AND FOUND

KALDENBACH (KNA) ON 8-27-15, KNA CLARIFIED THAT

A CALL BETWEEN DAN ENSER (HNTB) AND STEVE

THE MINIMUM REQUIRED. THIS WAS FURTHER CLARIFIED ON

SHIFTED RESULTS IN 8… INCH WHICH IS GREATER THAN

LOCATION IS 6… INCH AND ONCE THE PANELS ARE

INDICATE THAT THE BEARING DISTANCE AT THIS

AND HTPO'S VERIFICATION SURVEY ON AUGUST 12, 2015

STATED THEIR INDEPENDENT SURVEY ON AUGUST 8, 2015

FOR A 9 INCH UHPC CLOSURE POUR. KRAEMER (KNA)

WHICH IS BELOW THE MINIMUM REQUIRED OF 8‚ INCH

WEST WOULD INCREASE THIS DIMENSION TO 8„ INCH

OF THIS DOCUMENT. SHIFTING PANELS 2 INCHES TO THE

PANEL 65-Y1 WAS 6„ INCH ON THE PREVIOUS ITERATION

THE DIMENSION FROM FACE OF CAP BEAM TO END OF

REGARDING UPSTREAM, EAST SIDE OF SPANDREL 2-2. IV.

SHEET B99, PIER 1 PARTIAL DETAIL.

BARS ASSOCIATED WITH THE END 1P511E BAR, SEE PLAN

(PIER 1), ADJUST THE 11 INCH SPACING AND EFFECTED

III. IF ADJUST LENGTH OF PRECAST CAP BEAM TYPE 14

AS PLANNED 1 INCH WIDE JOINT.

INCREASE IN LENGTH BY THE INCREASE IN WIDTH OF THE

CAP BEAM TO THE LONGITUDINAL CAP BEAM SHALL

HORIZONTAL DOWEL BARS CONNECTING THE TRANSVERSE

II. IF VERTICAL GROUTED JOINT IS INCREASED IN WIDTH,

INCH FOR A TOTAL WIDTH OF 2 INCHES WIDE.

PER PLAN. THIS GROUTED JOINT MAY BE INCREASED BY 1

CAP BEAMS AND TRANSVERSE CAP BEAMS ARE 1 INCH WIDE

I. VERTICAL GROUTED JOINTS BETWEEN LONGITUDINAL

FACES OF PIERS 1 OR 4 WITH THE FOLLOWING CRITERIA:

WITH THE TRANSVERSE CAP BEAMS ON THE EAST OR WEST

ACCOUNTING FOR ANY ADJUSTMENTS REQUIRED FOR FIT-UP

DOWNSTREAM ENDS OF PIERS 1 AND 4 MUST BE PRECAST

B. LONGITUDINAL CAP BEAMS AT THE UPSTREAM AND

(NOTE 4), B91 (NOTE 2), B97 (NOTE 4), B102 (NOTE 4).

CAP BEAM WILL BE PLACED ON. SEE PLANS SHEETS B89

IN LINE WITH THE EXISTING FACE OF THE WALL THE PRECAST

THAT THEIR VERTICAL EAST/WEST FACE BE PLACED FLUSH OR

A. TRANSVERSE PRECAST CAP BEAMS SHALL BE PLACED SUCH

2. PRECAST CAP BEAMS ON ABUTMENT OR PIERS

FACE IS VERTICAL AND FLUSH WITH THE PIER WALL.

WEST WALLS SUCH THAT THE VERTICAL PORTION OF THIS

SHOULD TIE INTO THE OUTSIDE FACE OF THE EAST AND

WITH THE EXCEPTION THAT THIS OUTSIDE OVERHANG EDGE

SHOULD CAST THE OUTSIDE OVERHANG EDGE PER PLAN

IN WALL THICKNESS IS … INCH. THUS, CONTRACTOR

WALL THICKNESS IS 1 INCH AND THE MAXIMUM DECREASE

DIMENSIONS, THE MAXIMUM INCREASE IN THE OUTSIDE

CONTRACTOR'S SURVEY COMPARED TO THE PLAN

EXISTING THICKNESSES DOCUMENTED IN THE

SECTION AT THE PIER WALLS. UPON REVIEW OF THE

TIES INTO THE OUTSIDE LEGS OF THE "E" PRECAST

INDEPENDENT OF THE EXISTING BRIDGE EXCEPT WHERE IT

II. THE END OF THE OVERHANG CAN BE CONSIDERED

LEVEL OF SURVEY WAS NOT PROVIDED.

TO MATCH THE EXISTING PIER WALL GEOMETRICS. THIS

BEAM IN CONTACT WITH THE EXISTING PIER WALLS NEEDS

I. PER NOTE 4 ON SHEET B102, THE FACES OF THE CAP

CONSTRUCT CAP BEAM FLUSH WITH EXISTING FACES:

CONTRACTOR MUST SURVEY THE EXISTING PIER FACES AND

C. FOR CAP BEAM TYPE 17 AT ENDS OF PIERS 2 & 3 THE

DETAIL.

END 4P512E BAR, SEE PLAN SHEET B99, PIER 4 PARTIAL

INCH SPACING AND EFFECTED BARS ASSOCIATED WITH THE

ADJUSTMENT IS NEEDED, MAKE ADJUSTMENT TO THE 5

NECESSARY TO MEET GEOMETRIC CRITERIA. IF

LENGTH OF PRECAST CAP BEAM TYPE 19 (PIER 4) AS

CAP BEAMS ON EACH FACE OF PIER 4 AND ADJUST

IV. CONTRACTOR IS TO REVIEW LOCATION OF TRANSVERSE

LOCATIONS ACCORDINGLY.

POINTS AS NOTED IN THE PLANS AND ADJUST R501E BAR

B. CONTRACTOR IS TO MAINTAIN INNER P-2 BARRIER TAPER

THAN 1'-0" APART.

BUT IN NO CASE SHALL R501 E BARS BE SPACED GREATER

BARS IS GREATER THAN 3 INCHES FROM THE END OF A PANEL

BARS ACCORDINGLY SUCH THAT THE CENTERLINE OF R501E

ACROSS THE DECK, THE CONTRACTOR SHALL ADJUST R501E

WHERE THE INNER P-2 BARRIER IS IN TRANSITION OR SKEWING

A. IF PANEL ADJUSTMENTS OCCUR AT A BRIDGE CROSS SECTION

7. CONCRETE PARAPET (TYPE P-2 MODIFIED)

ON EITHER END OF AN EFFECTED PANEL.

GEOMETRY, THE CONTRACTOR SHALL MATCH INTO THE GRADES

PROPOSED MODIFICATIONS TO THE AS PLANNED DECK PANEL

A. IF SIDEWALK GRADES ARE IMPACTED BY CONTRACTOR

6. SIDEWALK GRADES

PLATES.

CHAMFER TO AVOID IMPACT WITH PILASTER STEEL POST BASE

PRECAST ORNAMENTAL RAILING PANELS MAY REQUIRE A

D. CONTRACTOR IS NOTIFIED THAT THE LOWER ENDS OF

MODIFICATIONS TO THE PRECAST DECK PLAN GEOMETRY.

ADJUSTED TO ACCOUNT FOR CONTRACTOR PROPOSED

C. PRECAST ORNAMENTAL RAILING PANEL LENGTH SHALL BE

WEST AND EAST ABUTMENTS FOR EXAMPLE)

REMAIN OFFSET IN THE MODIFIED OR SHIFTED LOCATION (SEE

THE UHPC CLOSURE JOINT ON THE ORIGINAL PLANS SHALL

B. PILASTERS THAT ARE OFFSET FROM THE CENTERLINE OF

NOTED OTHERWISE.

TO BE LOCATED IN THE CENTER OF THE UHPC JOINTS UNLESS

A. THE CENTERLINE OF ORNAMENTAL RAILING PILASTERS ARE

5. PRECAST ORNAMENTAL RAILING

ACCOUNT FOR BAR FIT-UP IN THE UHPC JOINTS

ABC PERIOD. PLACEMENT OF LONGITUDINAL BARS MUST

DECK PANELS FIT TOGETHER WITHOUT CONFLICT DURING THE

MUST BE CARRIED THROUGH ADJACENT PANELS SUCH THAT ALL

D. ADJUSTMENTS TO PRECAST DECK PANEL REINFORCEMENT

CLEARANCES REQUIRED IN THE PLANS MUST BE MAINTAINED.

AT EQUAL SPACES. THE NUMBER OF BARS AND EDGE

BARS PERPENDICULAR TO BRIDGE CENTERLINE CAN BE SPACED

DIRECTION PARALLEL TO BRIDGE CENTERLINE, THE TRANSVERSE

C. IF DECK PANELS GET LONGER, OR SHORTER, IN THE

PLANS.

DECK PANEL GEOMETRY IS CHANGED FROM THAT ON THE

B. LIFTING INSERT LOCATIONS MUST BE RE-EVALUATED IF

ANTICIPATED, LONGER BAR EXTENSIONS WILL BE REQUIRED.

MINIMUM. IF WIDER UHPC CLOSURE POURS ARE PROPOSED OR

AS REQUIRED ON THE PLANS MUST BE ACHIEVED, AT A

PANELS PARALLEL TO BRIDGE CENTERLINE (OR LONGITUDINAL)

A.THE MINIMUM EXTENSION OF REINFORCING BARS IN DECK

ADJUSTED

4. BAR LOCATION REQUIREMENTS IF DECK PANEL GEOMETRY IS

SPANDREL CAP BEAM IS 6 INCHES (+/-).

SPANDREL COLUMNS SURVEY SUPPORTING THE SAME PRECAST

CLEAR DISTANCE BETWEEN EXISTING PLANS AND THE EXISTING

B. THE MAXIMUM CHANGE IN TRANSVERSE SPANDREL COLUMN

MATCH THE CENTERLINE OF EXISTING SPANDREL COLUMNS.

A. CENTERLINE OF PRECAST SPANDREL CAP BEAMS SHALL

3. PRECAST CAP BEAMS ON SPANDREL COLUMNS

CLEARANCES OR THE MAXIMUM BAR SPACING.

INDIVIDUAL BAR SPACING AS REQUIRED TO MEET EDGE

SPACING IS PROVIDED ON THE PLANS, ADJUST THE

SPACING REQUIREMENTS. IN SITUATIONS WHERE BAR

FORMS TO MEET MINIMUM EDGE CLEARANCE, OR MAXIMUM

CONTRACTOR IS TO ADJUST BARS AS REQUIRED IN THE

THESE CAP BEAMS IN PLACE AND NOT PRECAST THEM.

III. IT IS UNDERSTOOD THE CONTRACTOR WILL CAST

STEEL PLATES AT SPANDREL 3-6.

PLATES OR FORM A WIDER OPENING BETWEEN STAINLESS

FIXED, THUS NOT NEEDING TO MODIFY STAINLESS STEEL

ACCOMPLISHED AT SPANDREL 3-7 WHERE THE JOINT IS

ON 8-20-15 THAT THE LARGER JOINT IS BEST

MODIFIED FROM CONTRACTOR'S PROPOSAL AFTER AGREEING

JOINT ON PIER CAP 3-7. NOTE, THIS IS SLIGHTLY

THE EAST, THE BARS ARE TO BE EMBEDDED INTO 11" UHPC

LONGITUDINAL REINFORCING STEEL PROTRUDING TOWARD

III. PANELS 173 THROUGH 180 WILL HAVE 2" LONGER

II. SHIFT PANELS (125 THROUGH 180) 2.0" TO WEST.

I. SHORTEN PANELS 116 THROUGH 123 BY 2.0".

B. SPAN 3

REQUIRED.

LOCATION IS 8‚ INCH WHICH IS EQUAL TO THE MINIMUM


HTPO'S VERIFICATION SURVEY ON AUGUST 12, 2015

KRAEMER'S INDEPENDENT SURVEY ON AUGUST 8. 2015 AND

REQUIRED OF 8‚ INCH OR A 9 INCH UHPC CLOSURE POUR.

THIS DOCUMENT WHICH IS BELOW THE MINIMUM

PANEL 88-C 7„ INCH ON THE PREVIOUS ITERATIONS OF

DIMENSION FROM FACE OF CAP BEAM TO END OF THE

V. REGARDING DOWNSTREAM, EAST SIDE OF SPANDREL 2-4.

1. DECK PANELS AND UHPC CLOSURE POURS

A. IF THE UHPC CLOSURE POURS GET WIDER THAN THE PLANS

REQUIRE OR A PANEL IS SHORTENED OR LENGTHENED, THE LAP

LENGTH BETWEEN THE LONGITUDINAL DECK REINFORCING BARS

REQUIRED ON THE PLANS MUST BE ACHIEVED AND

REINFORCEMENT BARS ADJUSTED ACCORDINGLY.

B. UHPC CLOSURE POURS ARE NOT ALLOWED TO BE NARROWER

THAN REQUIRED ON THE PLANS.

C. FOR THE 6 INCH WIDE UHPC CLOSURE POURS (SECTION H-H,

SHEET B139), IF THESE INCREASE IN WIDTH TO MORE THAN 8

INCH WIDE, THE BOTTOM #5 REINFORCEMENT BARS TRANSVERSE

TO BRIDGE CENTERLINE MUST BE INCREASED TO #6 BARS.

D. FOR THE 9 INCH WIDE UHPC CLOSURE POURS (SECTION F-F,


INCH WIDE, THE SIZE OF THE TOP #5 REINFORCEMENT BAR

TRANSVERSE TO BRIDGE CENTERLINE MUST BE INCREASED TO

A #6 BAR AND THE BOTTOM #6 REINFORCEMENT BAR


A #7 BAR.

E. IF UHPC CLOSURE POURS INCREASE IN WIDTH AND THE

PILASTER IS CENTERED IN THE JOINT, CONTRACTOR IS MADE

AWARE THAT THE DISTANCE FROM FACE OF PILASTER TO END

OF PRECAST DECK PANEL CURB WILL BE LONGER THAN THE

PLANNED 2 INCHES AND THIS SHOULD BE EITHER FILLED WITH

UHPC OR THE PRECAST DECK PANEL CURBING ADJUSTED

ACCORDINGLY.

MUST BE GREATER THAN 1'-0‚" AND LESS THAN 1'-4".

BEAMS TO THE END OF DECK PANELS AT EXPANSION JOINTS

STRUCTURE. THE DISTANCE FROM THE FACE OF SPANDREL CAP

NOT ALLOWED TO CONTACT THE PTFE OVER THE LIFE OF THE

IS I.THE BOTTOM SURFACE OF THE CONCRETE DECK PANELS

FOR 6 INCH UHPC CLOSURE POURS 9ƒ INCHII.

FOR 9 INCH UHPC CLOSURE POURS 8‚ INCHI.

PIER CAP BEAM IS:

OF A PRECAST DECK PANEL TO THE FACE OF A SPANDREL OR

STRUCTURE. THEREFORE, THE MINIMUM DISTANCE FROM THE END


H. THE BOTTOM SURFACE OF THE CONCRETE DECK PANELS IS

APPROACH CAP BEAMS BY AT LEAST 6• INCHES.

PRECAST DECK PANELS MUST BEAR ON THE PTFE SURFACE AT

G. THE STAINLESS STEEL PLATE ON THE BOTTOM OF THE

FACE OF CAP BEAMS • INCH, SEE PLAN SHEET 116A.

LEAST 5 INCHES. NOTE THAT THE PTFE IS INSET FROM THE

SPANDREL, PIER OR ABUTMENT PRECAST CAP BEAMS BY AT


F. THE STAINLESS STEEL PLATE ON THE BOTTOM OF THE

SIDE OF THE CAP BEAM AT 5-0.

TO OBTAIN ADEQUATE DECK PANEL END BEARING ON THE EAST

BELOW, SPANDREL 5-0 WILL BE MOVED 2 INCHES TO THE EAST

MODIFICATIONS PROPOSED BY THE CONTRACTOR ON 8-13-15 NOTED

THE CONTRACTOR (KNA/HTPO). AS A RESULT OF THE

4 USING STATION, OFFSET AND COLUMN WIDTH INFORMATION FROM

THE DISTANCE FROM FACE OF EAST ABUTMENT TO FACE OF PIER

SPANDREL 5-0, 5-1 AND 5-2 ARE LOCATED BY EQUALLY DIVIDING

PROPOSED SPANDREL COLUMN AND CAP LOCATIONS AT 4.

SIMILAR TO SPANDREL COLUMN 1-0.

CONTRACTOR (KNA/HTPO). SPANDREL COLUMN 1-2 WAS LOCATED

STATION, OFFSET AND COLUMN WIDTH INFORMATION FROM THE

OF WEST ABUTMENT TO FACE OF SPANDREL COLUMN 1-1 USING

1-0 IS LOCATED BY EQUALLY DIVIDING THE DISTANCE FROM FACE

PROPOSED SPANDREL COLUMN AND CAP LOCATION AT SPANDREL 3.

THE SPANDREL COLUMNS OR TRANSVERSE PIER WALLS.

CAP BEAMS WITH THE SURVEY POINTS PROVIDED BY KNA/HTPO AT

THIS DRAWING IS BASED ON ALIGNING THE FACE OF PRECAST 2.

4-3, 4-4 TRANSVERSE COLUMN WIDTH.

ASSUMPTIONS WERE MADE FOR SPANDREL 1-1, 3-6, 3-8, 4-1, 4-2,

MEETING. NOTE, NOT ALL INFORMATION WAS PROVIDED AND

SURVEY PROVIDED IN HARD-COPY AT JUNE 30, 2015 WEEKLY

COLUMNS AND TRANSVERSE PIER WALLS COMES FROM KNA/HTPO

SURVEY INFORMATION USED TO LOCATE EXISTING SPANDREL 1.

DETERMINED.

THE CURVED GEOMETRY OF THE EXISTING PIER 3 IS

OF THESE PANELS (248 & 255) ARE A CONCERN AFTER

INSTEAD OF PANELS 248 AND 255 IF BEARING DISTANCES

IV. PANELS 257 AND 266 MAY BE SHORTENED BY 2.5"

AND NEED TO BE LENGTHEN TO THE WEST BY 2.5".

III. PANELS 359 THROUGH 366 WILL BE PROPOSED AS CIP

WEST.

II. SHIFT ALL PANELS (257 THROUGH 358) 2.5" TO THE


C. SPAN 4 AND 5

DETERMINED.

CURVED GEOMETRY OF THE EXISTING PIER 2 IS

OF THESE PANELS (116 & 123) ARE A CONCERN AFTER THE



SHEET


BRIDGE 2441 S.P. 027-605-029


B176

JOINT

9" UHPC

6" UHPC JOINTS

9" UHPC JOINTS

@ 65°F

1ƒ" EXP. JT.

9" UHPC JOINTS

JOINT

9" UHPC

STA 10+43.08 ï»¿â„„ CAP

STA 10+14.30 ï»¿â„„ CAP

ST

A 9

+9

9.3

3

ST

A 1

0+0

0.0

8

ST

A 1

0+1

3.9

4

ST

A 1

0+1

4.4

4

ST

A 1

0+2

8.2

9

ST

A 1

0+2

8.7

9

ST

A 1

0+4

2.6

5

ST

A 1

0+4

3.1

5

ST

A 1

0+5

7.0

0

ST

A 1

0+7

1.2

3

ST

A 1

0+7

1.9

8

ST

A 1

0+9

9.9

4

ST

A 1

1+0

0.6

9

ST

A 1

1+2

8.6

5

ST

A 1

1+2

9.4

0

ST

A 1

1+5

7.8

2

EAST APPROACHSPAN 5PIER 4SPAN 4PIER 3SPAN 3PIER 2SPAN 2PIER 1SPAN 1

DRAWING DATA:

ST

A 1

0+5

7.5

0


"KEYSTONE" PANELS

13'-9"

B122B

NOTES:

1

2

3

4

5

4

1

LEGEND:

CAST-IN-PLACE

SHIFTED DECK PANEL

MODIFIED DECK PANEL

CAP BEAM

PTFE SHIM LOCATION.

XX-X

2

3

05 FOR DETAILS

MISPLACED STAINLESS STEEL PLATE PANEL 11-L5. SEE NCR

NCR 04 FOR DETAILS.

MISPLACED STAINLESS STEEL PLATE PANEL 38-L2. SEE

FOR DETAILS

AS-BUILT LENGTH OF PANEL 35-L2 IS 13'-9". SEE NCR 03

5

SEE RFI 68 FOR DETAILS.

CIP APPROACH SPAN. MECHANICAL COUPLERS WERE USED.

TRANSVERSE UHPC JOINT WAS ELIMINATED IN FAVOR OF

AT SPANDRELS 2-4 AND 2-5. SEE RFI 39 FOR DETAILS.

PANELS 81-88, PUSH THE PLATE BACK TO ‚" PROJECTION PANEL NO. AND TYPE

AS-BUILT - DECK PLAN - POST CONTRACTOR SURVEY (1 OF 4)

10+00 11+00 12+00

1-0

1-1

1-2

2-1

2-2

2-3

2-4

2-5

WE

ST

AP

PR

OA

CH

AB

UT.

WE

ST

WE

ST

PIE

R 1

EA

ST

PIE

R 1

9-M5

10-K'''

11-L5

12-K'''

13-K'''

14-L5

15-K'''

16-M5

17-M4

18-K''

19-L4

20-K"

21-K"

22-L4

23-K"

24-M4

25-M3

26-K"

27-L3

28-K"

29-K"

30-L3

31-K"

32-M3

33-M2

34-K'

35-L2

36-K'

37-K'

38-L2

39-K'

40-M2

41-M1

42-K1

43-L1

44-K1

45-K1

46-L1

47-K1

48-M1

49-C

50-A

51-B

52-A

53-A

54-B

55-A

56-C

57-C'

58-A'

59-B'

60-A'

61-A'

62-B'

63-A'

64-C'

65-Y1

66-W1

67-X1

68-W1

69-W1

70-X1

71-W1

72-Y1

73-Y1

74-W1

75-X1

76-W1

77-W1

78-X1

79-W1

80-Y1

81-C"

82-A"

83-B"

84-A"

85-A"

86-B"

87-A"

89-C'

90-A'

91-B'

92-A'

93-A'

94-B'

95-A'

96-C'88-C"

1-AS8

2-AS2

3-AS5

4-AS1

5-AS1

6-AS5

7-AS2

8-AS8

W Abut

Exp PL

1-1

Fixed

Pr 1 W

Fixed

Pr 1 E

Fixed

2-1

Exp PL

2-2

JT

Exp

2-3

Exp PL

2-4

Exp PL

2-5

Exp PL

1-0

Exp PL

1-2

Exp PL

1-2

Exp PL

1-0

Exp PL

W Abut

Exp PL

1-1

Fixed

Pr 1 W

Fixed

Pr 1 E

Fixed

2-1

Exp PL

2-2

JT

Exp

2-3

Exp PL

2-4

Exp PL

2-5

Exp PL

ï»¿1

8'-6" â„„

FRA

NK

LI

N

ï»¿

TO â„„

ARC

ST

A 10

+00.25

ST

A 10

+14.10

ST

A 10

+14.60

ST

A 10

+28.46

ST

A 10

+28.96

ST

A 10

+42.81

ST

A 10

+43.31

ST

A 10

+57.17

ST

A 10

+57.67

ST

A 10

+71.40

ST

A 10

+72.15

ST

A 11

+00.10

ST

A 11

+00.85

ST

A 11

+86.23

ST

A 11

+86.98

ST

A 11

+28.81

ST

A 11

+29.56

ST

A 11

+57.82

ST

A 11

+57.97

ST

A 12

+14.94

ST

A 12

+15.69

ST

A 9

+99.50

10†"1'-1…"

10„"

1'-1‡"9ƒ"

1'-2‚"

6…"

1'-2†"

1'-0†"

8…"

1'-3„"

1'-1„" 10•"

10•"

10•"

1'-0†"

11…"

11…"

1'-0†"

11ƒ"

1'-0‚"

6ƒ"

1'-2‚"

10"

11"

1'-3"

1'-1‚"

1'-0ƒ"

8‚"

11…"

9†"

9†"

11…"

11†"

9…"

6†"

1'-11…"

1'-4„"

10‡"

9"

1'-9"

1'-6„"

8‡"

10•"

Fixed EndsExpansion PlatesFixed EndsExpansion Plates


ï»¿1

8'-6" â„„

FRA

NK

LI

N

ï»¿

TO â„„

ARC

WEST APPROACH SPAN

JOINTS, THIS SPAN7" LONGITUDINAL UHPC

THIS SPAN7" LONGITUDINAL UHPC JOINTS,


JOINTS, THIS PIER6" LONGITUDINAL UHPC

P2-MODIFIED BARRIER

NEED TO BE SHORTENED TO THE WEST BY 2.0".

III. PANELS 1 THROUGH 4 WILL BE PROPOSED AS CIP AND

ONLY (PANELS 9 THROUGH 68), 2.0" TO THE WEST.

UP STATION) OR UPSTREAM SIDE OF BRIDGE CENTERLINE

II. SHIFT PANELS ON LEFT SIDE OF THE BRIDGE (LOOKING

THE BOTTOM OF DECK PANEL).

DOWN LENGTH CHANGE FROM 2'-4" (PLAN) TO 2'-6" ALONG

THE END OF THE EXPANSION DROP DOWN SECTION (DROP

I. LENGTHEN PANELS 65 THROUGH 68 BY ADDING 2.0" AT

A. SPAN 1 AND 2

CONTRACTOR ON 8-13-15:

WITH THE FOLLOWING MODIFICATIONS PROPOSED BY THE

5. THE DECK PANELS ARE LOCATED IN THIS DRAWING PER PLAN

DISTANCE.

INCH, WHICH IS GREATER THAN THE REQUIRED 8‚ INCH

OF PANEL 65-Y1 TO EAST FACE OF CAP BEAM OF 8…

RESULTING IN A BEARING DISTANCE FROM THE WEST END

THIS DRAWING WAS MOVED ‚ INCH TO THE EAST,

DETERMINED IN JUNE 30, 2015 SURVEY. THIS COLUMN IN

TO BE ‚ INCH EAST OF THE LOCATION PREVIOUSLY

UPSTREAM COLUMN AT 2-2 WAS RE-SURVEYED AND FOUND

KALDENBACH (KNA) ON 8-27-15, KNA CLARIFIED THAT

A CALL BETWEEN DAN ENSER (HNTB) AND STEVE

THE MINIMUM REQUIRED. THIS WAS FURTHER CLARIFIED ON

SHIFTED RESULTS IN 8… INCH WHICH IS GREATER THAN

LOCATION IS 6… INCH AND ONCE THE PANELS ARE


AND HTPO'S VERIFICATION SURVEY ON AUGUST 12, 2015

STATED THEIR INDEPENDENT SURVEY ON AUGUST 8, 2015

FOR A 9 INCH UHPC CLOSURE POUR. KRAEMER (KNA)

WHICH IS BELOW THE MINIMUM REQUIRED OF 8‚ INCH

WEST WOULD INCREASE THIS DIMENSION TO 8„ INCH

OF THIS DOCUMENT. SHIFTING PANELS 2 INCHES TO THE

PANEL 65-Y1 WAS 6„ INCH ON THE PREVIOUS ITERATION

THE DIMENSION FROM FACE OF CAP BEAM TO END OF

REGARDING UPSTREAM, EAST SIDE OF SPANDREL 2-2. IV.













B. SPAN 3

REQUIRED.










SIDE OF THE CAP BEAM AT 5-0.

TO OBTAIN ADEQUATE DECK PANEL END BEARING ON THE EAST

BELOW, SPANDREL 5-0 WILL BE MOVED 2 INCHES TO THE EAST

MODIFICATIONS PROPOSED BY THE CONTRACTOR ON 8-13-15 NOTED

THE CONTRACTOR (KNA/HTPO). AS A RESULT OF THE

4 USING STATION, OFFSET AND COLUMN WIDTH INFORMATION FROM

THE DISTANCE FROM FACE OF EAST ABUTMENT TO FACE OF PIER

SPANDREL 5-0, 5-1 AND 5-2 ARE LOCATED BY EQUALLY DIVIDING

PROPOSED SPANDREL COLUMN AND CAP LOCATIONS AT 4.

SIMILAR TO SPANDREL COLUMN 1-0.

CONTRACTOR (KNA/HTPO). SPANDREL COLUMN 1-2 WAS LOCATED

STATION, OFFSET AND COLUMN WIDTH INFORMATION FROM THE

OF WEST ABUTMENT TO FACE OF SPANDREL COLUMN 1-1 USING

1-0 IS LOCATED BY EQUALLY DIVIDING THE DISTANCE FROM FACE

PROPOSED SPANDREL COLUMN AND CAP LOCATION AT SPANDREL 3.

THE SPANDREL COLUMNS OR TRANSVERSE PIER WALLS.

CAP BEAMS WITH THE SURVEY POINTS PROVIDED BY KNA/HTPO AT

THIS DRAWING IS BASED ON ALIGNING THE FACE OF PRECAST 2.

4-3, 4-4 TRANSVERSE COLUMN WIDTH.

ASSUMPTIONS WERE MADE FOR SPANDREL 1-1, 3-6, 3-8, 4-1, 4-2,

MEETING. NOTE, NOT ALL INFORMATION WAS PROVIDED AND

SURVEY PROVIDED IN HARD-COPY AT JUNE 30, 2015 WEEKLY

COLUMNS AND TRANSVERSE PIER WALLS COMES FROM KNA/HTPO

SURVEY INFORMATION USED TO LOCATE EXISTING SPANDREL 1.

JOINTS.

MONOLYTHIC, NO

PANELS 1-8 CIP

2-5

SHEET


BRIDGE 2441 S.P. 027-605-029


B176

9" UHPC JOINTS

9" UHPC JOINTS

JOINT

6" UHPC

9" UHPC JOINTS

@ 65°F

1ƒ" EXP. JT.


GEOMETRIC CRITERIA


ORIGINAL

B122C

LEGEND:

SHIFTED DECK PANEL

MODIFIED DECK PANEL

CAP BEAM

PTFE SHIM LOCATION.

XX-X

NOTES:

1

DETAILS.

REDHEAD A7 EPOXY, 7•" MIN. EMBEDMENT. SEE NCR 01 FOR

DAMAGED. DRILLED AND INSTALLED 3 #5 (E) BAR WITH

PANEL 101-A, 3 TRANSVERSE BARS IN THE TOP MAT WERE

1

PANEL NO. AND TYPE


2-5

2-6

WE

ST

PIE

R 2

89-C'

90-A'

91-B'

92-A'

93-A'

94-B'

95-A'

96-C'

97-V

98-A

99-B

100-A

101-A

102-B

103-A

104-V

105-R

106-Q'

107-N1

108-P

109-N

110-N

111-P

112-N1

113-Q

114-R

115-R

116-Q

117-N1

118-P

119-N

120-N

121-P

122-N1

123-Q

124-R

125-V

126-A

127-B

128-A

129-A

130-B

131-A

132-V

133-C

134-A

135-B

136-A

137-A

138-B

139-A

140-C

141-C'

142-A'

143-B'

144-A'

145-A'

146-B'

147-A'

148-C'

149-C"

150-A"

151-B"

152-A"

153-A"

154-B"

155-A"

156-C"

157-Y1

158-W1

159-X1

160-W1

161-W1

162-X1

163-W1

164-Y1

165-Y1

166-W1

167-X1

168-W1

169-W1

170-X1

171-W1

172-Y1

Exp PL

2-5

Fixed

2-6

Fixed

Pr 2 W

Fixed

Pr 2 C

Fixed

Pr 2 E

Fixed

3-1

Fixed

3-2

Exp PL

3-3

Exp PL

3-4

Exp PL

3-6

JT

Exp

3-5

Exp PL

2-5

Fixed

2-6

Fixed

Pr 2 W

Fixed

Pr 2 C

Fixed

Pr 2 E

Fixed

3-1

Fixed

3-2

Exp PL

3-3

Exp PL

3-4

Exp PL

3-6

JT

Exp

3-5

ST

A 12

+72.35

ST

A 12

+73.10

ST

A 12

+43.65

ST

A 12

+44.40

ST

A 12

+14.94

ST

A 12

+15.69

ST

A 12

+89.02

ST

A 12

+89.52

ST

A 13

+05.27

ST

A 13

+06.02

ST

A 13

+33.98

ST

A 13

+34.73

ST

A 13

+62.69

ST

A 13

+63.44

ST

A 13

+91.40

ST

A 13

+92.15

ST

A 14

+77.52

ST

A 14

+78.27

ST

A 14

+49.11

ST

A 14

+49.26

ST

A 14

+20.10

ST

A 14

+20.85

10•"

10•"

1'-1‚"

7ƒ"

11„"

9‡"

9…"

11†"

10‡"

10„"

9„"

11‡"

8ƒ"

1'-0‚"

11…"

9†"

9ƒ"

11‚"

1'-0†"

8…" 8‚"

11•"

9•"

9…"

11†"

1'-0‡"

1'-3…"

10‚"

10ƒ"

11†"

1'-0…"

7‚"1'-7ƒ" 1'-7…"

7†"

8•"1'-6•"

1'-2…"

9†"

1'-10"5"

1'-3†"

1'-0†"

Expansion PlatesFixed EndsExpansion Plates

Expansion PlatesFixed EndsExpansion Plates

1'-0ƒ"

NOT SURVEYED

CURVED PIER WALL

NOT SURVEYED

CURVED PIER WALL

NOT SURVEYED

CURVED PIER WALL NOT SURVEYED

CURVED PIER WALL


FRANKLIN BRIDGE PRECAST DECK PANEL PLAN - POST CONTRACTOR SURVEY

P2-MODIFIED BARRIER

SHEET B99, PIER 1 PARTIAL DETAIL.

BARS ASSOCIATED WITH THE END 1P511E BAR, SEE PLAN

(PIER 1), ADJUST THE 11 INCH SPACING AND EFFECTED

III. IF ADJUST LENGTH OF PRECAST CAP BEAM TYPE 14

AS PLANNED 1 INCH WIDE JOINT.

INCREASE IN LENGTH BY THE INCREASE IN WIDTH OF THE

CAP BEAM TO THE LONGITUDINAL CAP BEAM SHALL

HORIZONTAL DOWEL BARS CONNECTING THE TRANSVERSE

II. IF VERTICAL GROUTED JOINT IS INCREASED IN WIDTH,

INCH FOR A TOTAL WIDTH OF 2 INCHES WIDE.

PER PLAN. THIS GROUTED JOINT MAY BE INCREASED BY 1

CAP BEAMS AND TRANSVERSE CAP BEAMS ARE 1 INCH WIDE

I. VERTICAL GROUTED JOINTS BETWEEN LONGITUDINAL

FACES OF PIERS 1 OR 4 WITH THE FOLLOWING CRITERIA:

WITH THE TRANSVERSE CAP BEAMS ON THE EAST OR WEST

ACCOUNTING FOR ANY ADJUSTMENTS REQUIRED FOR FIT-UP

DOWNSTREAM ENDS OF PIERS 1 AND 4 MUST BE PRECAST

B. LONGITUDINAL CAP BEAMS AT THE UPSTREAM AND

(NOTE 4), B91 (NOTE 2), B97 (NOTE 4), B102 (NOTE 4).

CAP BEAM WILL BE PLACED ON. SEE PLANS SHEETS B89

IN LINE WITH THE EXISTING FACE OF THE WALL THE PRECAST

THAT THEIR VERTICAL EAST/WEST FACE BE PLACED FLUSH OR

A. TRANSVERSE PRECAST CAP BEAMS SHALL BE PLACED SUCH

2. PRECAST CAP BEAMS ON ABUTMENT OR PIERS













B. SPAN 3

REQUIRED.










ACCORDINGLY.

UHPC OR THE PRECAST DECK PANEL CURBING ADJUSTED

PLANNED 2 INCHES AND THIS SHOULD BE EITHER FILLED WITH

OF PRECAST DECK PANEL CURB WILL BE LONGER THAN THE

AWARE THAT THE DISTANCE FROM FACE OF PILASTER TO END

PILASTER IS CENTERED IN THE JOINT, CONTRACTOR IS MADE

E. IF UHPC CLOSURE POURS INCREASE IN WIDTH AND THE

A #7 BAR.


A #6 BAR AND THE BOTTOM #6 REINFORCEMENT BAR


INCH WIDE, THE SIZE OF THE TOP #5 REINFORCEMENT BAR


D. FOR THE 9 INCH WIDE UHPC CLOSURE POURS (SECTION F-F,

TO BRIDGE CENTERLINE MUST BE INCREASED TO #6 BARS.

INCH WIDE, THE BOTTOM #5 REINFORCEMENT BARS TRANSVERSE


C. FOR THE 6 INCH WIDE UHPC CLOSURE POURS (SECTION H-H,

THAN REQUIRED ON THE PLANS.

B. UHPC CLOSURE POURS ARE NOT ALLOWED TO BE NARROWER

REINFORCEMENT BARS ADJUSTED ACCORDINGLY.

REQUIRED ON THE PLANS MUST BE ACHIEVED AND

LENGTH BETWEEN THE LONGITUDINAL DECK REINFORCING BARS

REQUIRE OR A PANEL IS SHORTENED OR LENGTHENED, THE LAP

A. IF THE UHPC CLOSURE POURS GET WIDER THAN THE PLANS

DECK PANELS AND UHPC CLOSURE POURS1.

MUST BE GREATER THAN 1'-0‚" AND LESS THAN 1'-4".

BEAMS TO THE END OF DECK PANELS AT EXPANSION JOINTS

STRUCTURE. THE DISTANCE FROM THE FACE OF SPANDREL CAP


IS I.THE BOTTOM SURFACE OF THE CONCRETE DECK PANELS

FOR 6 INCH UHPC CLOSURE POURS 9ƒ INCHII.

FOR 9 INCH UHPC CLOSURE POURS 8‚ INCHI.

PIER CAP BEAM IS:

OF A PRECAST DECK PANEL TO THE FACE OF A SPANDREL OR

STRUCTURE. THEREFORE, THE MINIMUM DISTANCE FROM THE END


H. THE BOTTOM SURFACE OF THE CONCRETE DECK PANELS IS

APPROACH CAP BEAMS BY AT LEAST 6• INCHES.


G. THE STAINLESS STEEL PLATE ON THE BOTTOM OF THE

FACE OF CAP BEAMS • INCH, SEE PLAN SHEET 116A.

LEAST 5 INCHES. NOTE THAT THE PTFE IS INSET FROM THE

SPANDREL, PIER OR ABUTMENT PRECAST CAP BEAMS BY AT


F. THE STAINLESS STEEL PLATE ON THE BOTTOM OF THE

DETERMINED.

THE CURVED GEOMETRY OF THE EXISTING PIER 3 IS

OF THESE PANELS (248 & 255) ARE A CONCERN AFTER



AND NEED TO BE LENGTHEN TO THE WEST BY 2.5".

III. PANELS 359 THROUGH 366 WILL BE PROPOSED AS CIP

WEST.

II. SHIFT ALL PANELS (257 THROUGH 358) 2.5" TO THE


C. SPAN 4 AND 5

DETERMINED.

CURVED GEOMETRY OF THE EXISTING PIER 2 IS

OF THESE PANELS (116 & 123) ARE A CONCERN AFTER THE



2-5

14+0013+00

3-1

3-2

3-3

3-4

3-5

3-6

EA

ST

PIE

R 2

3-6

SHEET


BRIDGE 2441 S.P. 027-605-029


B176

9" UHPC JOINTS

9" UHPC JOINTS

JOINT

11" UHPC

9" UHPC JOINTS

9" UHPC JOINTS

@ 65°F

1ƒ" EXP. JT.

JOINT

6" UHPC



ORIGINAL

B122D

NOTES:

1

PROJECTION AT SPANDREL 3-6. SEE RFI 39 FOR DETAILS.

PANELS 173-180, PUSH THE PLATE BACK TO A ‚"

LEGEND:

SHIFTED DECK PANEL

MODIFIED DECK PANEL

CAP BEAM

PTFE SHIM LOCATION.

XX-X

"KEYSTONE" PANELS 1

PANEL NO. AND TYPE


16+00 17+00

3-8

3-9

3-10

3-11

3-12

3-13

WE

ST

PIE

R 3

4-1

173-C'

174-A'

175-B'

176-A'

177-A'

178-B'

179-A'

180-C'

181-C'

182-A'

183-B'

184-A'

185-A'

186-B'

187-A'

188-C'

189-Y1

190-W1

192-W1

193-W1

194-X1

195-W1

196-Y1

197-Y1

198-W1

199-X1

200-W1

201-W1

202-X1

203-W1

204-Y1

205-C"

206-A"

207-B"

208-A"

209-A"

210-B"

211-A"

212-C"

213-C'

214-A'

215-B'

216-A'

217-A'

218-B'

219-A'

220-C'

221-C

222-A

223-B

224-A

225-A

226-B

227-A

228-C

229-V

230-A

231-B1

232-A

233-A

234-B1

235-A

236-V

237-R

238-Q

239-N1

240-P1

241-N

242-N

243-P1

244-N1

245-Q

246-R

247-R

248-Q'

249-N1

250-P2

251-N

252-N

253-P2

254-N1

255-Q

256-R

257-V1

258-H1

259-B4

260-G1

261-G1

262-G1

263-G1

264-B4

265-H1

266-V1

191-X1

Exp PL

3-6

Fixed

3-7

Exp PL

3-8

Exp PL

3-10

Exp PL

3-11

Fixed

3-12

Fixed

3-13

Fixed

Pr 3 W

Fixed

Pr 3 C

Fixed

Pr 3 E

Fixed

4-1

JT

Exp

3-9

Exp PL

3-6

Fixed

3-7

Exp PL

3-8

Exp PL

3-10

Exp PL

3-11

Fixed

3-12

Fixed

3-13

Fixed

Pr 3 W

Fixed

Pr 3 C

Fixed

Pr 3 E

Fixed

4-1

JT

Exp

3-9

ST

A 14

+77.52

ST

A 14

+78.27

ST

A 15

+35.10

ST

A 15

+35.85

ST

A 15

+64.11

ST

A 15

+64.26

ST

A 15

+92.52

ST

A 15

+93.27

ST

A 15

+06.23

ST

A 15

+07.15

ST

A 16

+78.65

ST

A 16

+79.40

ST

A 16

+21.23

ST

A 16

+21.98

ST

A 16

+49.94

ST

A 16

+50.69

ST

A 17

+40.23

ST

A 17

+40.98

ST

A 17

+07.35

ST

A 17

+08.10

ST

A 17

+68.94

ST

A 17

+69.69

ST

A 17

+24.02

ST

A 17

+24.52

8ƒ"

1'-0‚"

8…"

10†"

10†"

10…"

1'-2"

1'-2‚"

10•"

10•"

9…"

11†"

9…"

11†"

9•"

11•"

10„"

10‡"

10‚"

10ƒ"

10ƒ"

8‚"

1'-0…"

8†"

1'-2ƒ"

1'-1•"

11‡"

9„"

11•"

9•"

11†"

9…"

7"

1'-2"

10‡"

10„"

1'-0•"

11•"

7"1'-8" 1'-6•"

8•"

5‡"

1'-9„"

1'-0•"

11•"

1'-6‡"

8„"



NOT SURVEYED

CURVED PIER WALL

NOT SURVEYED

CURVED PIER WALL

NOT SURVEYED

CURVED PIER WALL NOT SURVEYED

CURVED PIER WALL

ï»¿â„„ FRANKLIN AVE. & WORKING

ï»¿â„„ UPSTREAM ARC

ï»¿â„„ DOWNSTREAM ARC



FRANKLIN BRIDGE PRECAST DECK PANEL PLAN - POST CONTRACTOR SURVEY

UHPC JOINT, TYP.UHPC JOINT, TYP.

FACE IS VERTICAL AND FLUSH WITH THE PIER WALL.

WEST WALLS SUCH THAT THE VERTICAL PORTION OF THIS

SHOULD TIE INTO THE OUTSIDE FACE OF THE EAST AND

WITH THE EXCEPTION THAT THIS OUTSIDE OVERHANG EDGE

SHOULD CAST THE OUTSIDE OVERHANG EDGE PER PLAN

IN WALL THICKNESS IS … INCH. THUS, CONTRACTOR

WALL THICKNESS IS 1 INCH AND THE MAXIMUM DECREASE

DIMENSIONS, THE MAXIMUM INCREASE IN THE OUTSIDE

CONTRACTOR'S SURVEY COMPARED TO THE PLAN

EXISTING THICKNESSES DOCUMENTED IN THE

SECTION AT THE PIER WALLS. UPON REVIEW OF THE

TIES INTO THE OUTSIDE LEGS OF THE "E" PRECAST

INDEPENDENT OF THE EXISTING BRIDGE EXCEPT WHERE IT

II. THE END OF THE OVERHANG CAN BE CONSIDERED

LEVEL OF SURVEY WAS NOT PROVIDED.

TO MATCH THE EXISTING PIER WALL GEOMETRICS. THIS

BEAM IN CONTACT WITH THE EXISTING PIER WALLS NEEDS

I. PER NOTE 4 ON SHEET B102, THE FACES OF THE CAP

CONSTRUCT CAP BEAM FLUSH WITH EXISTING FACES:

CONTRACTOR MUST SURVEY THE EXISTING PIER FACES AND

C. FOR CAP BEAM TYPE 17 AT ENDS OF PIERS 2 & 3 THE

DETAIL.

END 4P512E BAR, SEE PLAN SHEET B99, PIER 4 PARTIAL

INCH SPACING AND EFFECTED BARS ASSOCIATED WITH THE

ADJUSTMENT IS NEEDED, MAKE ADJUSTMENT TO THE 5

NECESSARY TO MEET GEOMETRIC CRITERIA. IF

LENGTH OF PRECAST CAP BEAM TYPE 19 (PIER 4) AS

CAP BEAMS ON EACH FACE OF PIER 4 AND ADJUST

IV. CONTRACTOR IS TO REVIEW LOCATION OF TRANSVERSE

LOCATIONS ACCORDINGLY.

POINTS AS NOTED IN THE PLANS AND ADJUST R501E BAR

B. CONTRACTOR IS TO MAINTAIN INNER P-2 BARRIER TAPER

THAN 1'-0" APART.

BUT IN NO CASE SHALL R501 E BARS BE SPACED GREATER

BARS IS GREATER THAN 3 INCHES FROM THE END OF A PANEL

BARS ACCORDINGLY SUCH THAT THE CENTERLINE OF R501E

ACROSS THE DECK, THE CONTRACTOR SHALL ADJUST R501E

WHERE THE INNER P-2 BARRIER IS IN TRANSITION OR SKEWING

A. IF PANEL ADJUSTMENTS OCCUR AT A BRIDGE CROSS SECTION

7. CONCRETE PARAPET (TYPE P-2 MODIFIED)

ON EITHER END OF AN EFFECTED PANEL.

GEOMETRY, THE CONTRACTOR SHALL MATCH INTO THE GRADES

PROPOSED MODIFICATIONS TO THE AS PLANNED DECK PANEL

A. IF SIDEWALK GRADES ARE IMPACTED BY CONTRACTOR

6. SIDEWALK GRADES

PLATES.

CHAMFER TO AVOID IMPACT WITH PILASTER STEEL POST BASE

PRECAST ORNAMENTAL RAILING PANELS MAY REQUIRE A

D. CONTRACTOR IS NOTIFIED THAT THE LOWER ENDS OF

MODIFICATIONS TO THE PRECAST DECK PLAN GEOMETRY.

ADJUSTED TO ACCOUNT FOR CONTRACTOR PROPOSED

C. PRECAST ORNAMENTAL RAILING PANEL LENGTH SHALL BE

WEST AND EAST ABUTMENTS FOR EXAMPLE)

REMAIN OFFSET IN THE MODIFIED OR SHIFTED LOCATION (SEE

THE UHPC CLOSURE JOINT ON THE ORIGINAL PLANS SHALL

B. PILASTERS THAT ARE OFFSET FROM THE CENTERLINE OF

NOTED OTHERWISE.

TO BE LOCATED IN THE CENTER OF THE UHPC JOINTS UNLESS

A. THE CENTERLINE OF ORNAMENTAL RAILING PILASTERS ARE

5. PRECAST ORNAMENTAL RAILING

ACCOUNT FOR BAR FIT-UP IN THE UHPC JOINTS

ABC PERIOD. PLACEMENT OF LONGITUDINAL BARS MUST

DECK PANELS FIT TOGETHER WITHOUT CONFLICT DURING THE

MUST BE CARRIED THROUGH ADJACENT PANELS SUCH THAT ALL

D. ADJUSTMENTS TO PRECAST DECK PANEL REINFORCEMENT

CLEARANCES REQUIRED IN THE PLANS MUST BE MAINTAINED.

AT EQUAL SPACES. THE NUMBER OF BARS AND EDGE

BARS PERPENDICULAR TO BRIDGE CENTERLINE CAN BE SPACED

DIRECTION PARALLEL TO BRIDGE CENTERLINE, THE TRANSVERSE

C. IF DECK PANELS GET LONGER, OR SHORTER, IN THE

PLANS.

DECK PANEL GEOMETRY IS CHANGED FROM THAT ON THE

B. LIFTING INSERT LOCATIONS MUST BE RE-EVALUATED IF

ANTICIPATED, LONGER BAR EXTENSIONS WILL BE REQUIRED.

MINIMUM. IF WIDER UHPC CLOSURE POURS ARE PROPOSED OR

AS REQUIRED ON THE PLANS MUST BE ACHIEVED, AT A

PANELS PARALLEL TO BRIDGE CENTERLINE (OR LONGITUDINAL)

A.THE MINIMUM EXTENSION OF REINFORCING BARS IN DECK

ADJUSTED

4. BAR LOCATION REQUIREMENTS IF DECK PANEL GEOMETRY IS

SPANDREL CAP BEAM IS 6 INCHES (+/-).

SPANDREL COLUMNS SURVEY SUPPORTING THE SAME PRECAST

CLEAR DISTANCE BETWEEN EXISTING PLANS AND THE EXISTING

B. THE MAXIMUM CHANGE IN TRANSVERSE SPANDREL COLUMN

MATCH THE CENTERLINE OF EXISTING SPANDREL COLUMNS.

A. CENTERLINE OF PRECAST SPANDREL CAP BEAMS SHALL

3. PRECAST CAP BEAMS ON SPANDREL COLUMNS

CLEARANCES OR THE MAXIMUM BAR SPACING.

INDIVIDUAL BAR SPACING AS REQUIRED TO MEET EDGE

SPACING IS PROVIDED ON THE PLANS, ADJUST THE

SPACING REQUIREMENTS. IN SITUATIONS WHERE BAR

FORMS TO MEET MINIMUM EDGE CLEARANCE, OR MAXIMUM

CONTRACTOR IS TO ADJUST BARS AS REQUIRED IN THE

THESE CAP BEAMS IN PLACE AND NOT PRECAST THEM.

III. IT IS UNDERSTOOD THE CONTRACTOR WILL CAST

15+00

3-6

3-7

EA

ST

PIE

R 3

3-6

SHEET


BRIDGE 2441 S.P. 027-605-029


B176

9" UHPC JOINTS

9" UHPC JOINTS

@ 65°F

1ƒ" EXP. JT.

6" UHPC JOINTS

JOINT

6" UHPC

JOINT

9" UHPC

STA 19+70.24 ï»¿â„„ CAP

STA 19+84.52 ï»¿â„„ CAP

STA 19+98.97 ï»¿â„„ CAP



"KEYSTONE" PANELS

JOINTS.MONOLYTHIC, NO PANELS 359-366 CIP

B122E

NOTES:

1

2

3

LEGEND:

CAST-IN-PLACE

SHIFTED DECK PANEL

CAP BEAM

PTFE SHIM LOCATION.

XX-X

3


CIP APPROACH SPAN. MECAHNICAL COUPLERS WERE USED.

TRANSVERSE UHPC JOINT WAS ELIMINATED IN FAVOR OF

AT SPANDRELS 4-2 AND 4-3. SEE RFI 39 FOR DETAILS.

PANELS 277-286, PUSH PLATE BACK TO ‚" PROJECTION

MISPLACED SS ? PANEL 301-X2. SEE NCR 06 FOR DETAILS

1

2

PANEL NO. AND TYPE


18+00 19+00 20+00

4-1

4-2

4-3

4-4

4-5

4-6

5-1

5-2

5-0

WE

ST

PIE

R 4

EA

ST

PIE

R 4

AB

UT.

EA

ST

EA

ST

AP

PR

OA

CH

259-B4

264-B4

267-J1

269-B3

270-G'

271-G'

272-G'

273-G'

274-B3

275-H'

276-J1

277-J2

278-H"

279-B2

280-G"

281-A"

282-A"

283-G"

284-B2

285-H"

286-J2

287-Y3

288-X3

289-W2

290-W2

291-W2

292-W2

293-X3

294-Y3

295-Y2

296-X2

297-W2

298-W2

299-W2

300-W2

301-X2

302-Y2

303-F'

304-E'

305-D'

306-D'

307-D'

308-D'

309-E'

310-F'

311-F

312-E

313-D

314-D

315-D

316-D

317-E

318-F

319-U1

320-T1

321-S1

322-S1

323-S1

324-S1

325-T1

326-U1

268-H'

327-U'

328-T'

329-S'

330-S'

331-S'

332-S'

333-T'

334-U'

335-U"

336-T"

337-S"

338-S"

339-S"

340-S"

341-T"

342-U"

343-U"

344-T"

345-S"

346-S"

347-S"

348-S"

349-T"

350-U"

351-U'''

352-T'''

353-S'''

354-S'''

355-S'''

356-S'''

357-T'''

358-U'''

359-AS9

360-AS6

361-AS4

362-AS3

364-AS4

363-AS3

365-AS7

366-AS10

Fixed

4-1

Exp PL

4-2

Exp PL

4-3

Exp PL

4-5

Fixed

4-6

JT

Exp

4-4

Fixed

Pr 4 W

Fixed

Pr 4 E

Exp PL

E Abut

Exp PL

5-0

Exp PL

5-0

Exp PL

5-2

Exp PL

5-2Fixed

4-1

Exp PL

4-2

Exp PL

4-3

Exp PL

4-5

Fixed

4-6

JT

Exp

4-4

Fixed

Pr 4 W

Fixed

Pr 4 E

Exp PL

E Abut

ST

A 17

+68.94

ST

A 17

+69.69

ST

A 17

+97.65

ST

A 17

+98.40

ST

A 18

+26.35

ST

A 18

+27.10

ST

A 18

+55.36

ST

A 18

+55.51

ST

A 18

+83.77

ST

A 18

+84.52

ST

A 19

+12.48

ST

A 19

+13.23

ST

A 19

+41.19

ST

A 19

+41.94

ST

A 19

+55.67

ST

A 19

+56.17

ST

A 19

+70.02

ST

A 19

+70.52

ST

A 19

+84.38

ST

A 19

+84.88

ST

A 19

+98.73

ST

A 19

+99.23

ST

A 20

+13.08

ST

A 20

+13.83

10„"

10‡" 9"

1'-0" 9‡"

11„"

1'-3ƒ"

1'-0•"

8‡"

1'-0„"

10‡"

10„"1'-0…"

11†"

1'-1‚"

10ƒ"

1'-0„"

11‡"

10‡"

10„"

8†"

1'-0…"

10…"

10†"

1'-1…"

1'-2‡"

1'-0‚"

8ƒ"

10‡"

10„"

1'-0…"11†"

1'-1„"10‡"

1'-0„"11‡"

11‚"

9ƒ"

10…"

10†"

8‡"

1'-0„" 9ƒ"

1'-2‚"

9„"

11‡"

1'-4ƒ"

7‚"

Expansion PlatesFixed EndsExpansion PlatesFixed Ends

Expansion PlatesFixed EndsExpansion PlatesFixed Ends

Exp PL

5-1

Exp PL

5-1





SHEET

LAST REVISION:

CHECKED BY:

CAD BY:

DESIGN BY:

DATE



LICENSE NO.


BRIDGE 2441 S.P. 027-605-029


B176

8/14/2014

18'-6"

1'-2"2'-0" 2'-0"

2% SLOPE 2% SLOPE

18'-6"

18'-6"

1'-2"2'-0" 1'-2" 2'-0"

18'-6"

NOTES:

LANE

13'-0"

DECK PANEL

6'-6•" PRECAST

DECK PANEL

8'-9" PRECAST

DECK PANEL

8'-9" PRECAST

DECK PANEL

7'-1" PRECAST

LANE

12'-0"

LANE

11'-0"

LANE

11'-0"

LANE

12'-0"

DECK PANEL

9'-0•" PRECAST

DECK PANEL

7'-11" PRECAST

DECK PANEL

9'-7" PRECAST

DECK PANEL

9'-7" PRECAST

DECK PANEL

9'-7" PRECAST

DECK PANEL

9'-7" PRECAST

DECK PANEL

7'-11" PRECAST

DECK PANEL

9'-0•" PRECAST

19'-8" 19'-8"

38'-2"38'-2"

76'-4" (OUT-TO-OUT OF DECK)

33'-2"

66'-4" (OUT-TO-OUT OF DECK)

33'-2"

14'-8"14'-8"

SPANDREL CAP BEAM

PROFILE GRADE

PROFILE GRADE

2% SLOPE2% SLOPE

SECTION B-B

SECTION A-A

SPANDREL CAP BEAM

DE

CK

1'-

2"

1'-2"

LANE

13'-0"

DECK PANEL

7'-1" PRECAST

DECK PANEL

8'-9" PRECAST

DECK PANEL

6'-6•" PRECAST

DECK PANEL

8'-9" PRECAST

DE

CK

1'-

2"

4" 4"

POUR (TYP.)

7" CLOSURE

4" 4"

POUR (TYP.)

7" CLOSURE

2% SLOPE

SHARED USE PATH

12'-0"

SHARED USE PATH

12'-0"

2% SLOPE

OV

ER

LA

Y

ƒ"

MIN

OV

ER

LA

Y

ƒ"

MIN

SHARED USE PATH

17'-0"

2% SLOPE2% SLOPE

SHARED USE PATH

17'-0"

< UPSTREAM ARCH RIB < DOWNSTREAM ARCH RIB

< UPSTREAM ARCH RIB < DOWNSTREAM ARCH RIB

(TYP)

CONDUIT

LIGHTING (TYP)

RAILING

ORNAMENTAL

(TYP)

RAILING

ORNAMENTAL

(TYP)

CONDUIT

LIGHTING

(TYP)

CONDUIT

SIGNAL

(TYP)

CONDUIT

SIGNAL

2% SLOPE

2% SLOPE 2% SLOPE

STRUCTURAL TUBE RAILING (TYP)

CONCRETE PARAPET TYPE P-2 MOD. W/

2% SLOPE


CONCRETE PARAPET TYPE P-2 MOD W/

(TYP)

LEVEL

(TYP)

LEVEL

WORKING LINE

< BRIDGE

WORKING LINE

< BRIDGE

LEGEND:

INDICATES UHPC CLOSURE POUR

STA 13+05.81 TO STA 16+94.98

STA 10+71.77 TO STA 12+72.73

STA 18+44.13 TO STA 19+41.77

(TYP)

SUPPORT

MAIN

WATER

(TYP)

SUPPORT

MAIN

WATER

CB

EBR

FP


41308

(TYP)

SUPPORT

UTILITY

(TYP)

SUPPORT

UTILITY

6.

5.

4.

3.

2.

1.

7/14/2015

B123R

1 1 1 1

1 1 1 1

1

PATH INCREASED BY 1".

ROADWAY WIDTH DECREASED BY 1" AND SHARED USE

CONCRETE PARPET TYPE P-2 MOD. REBAR OFF BY 1",

THROUGH U4.

FOR UTILITY SUPPORT DETAILS, SEE SHEETS U1

THAT THEY ARE PLUMB IN THE FINAL CONDITION.

PARAPETS SHALL BE CAST ON DECK PANELS SUCH

AND B173 (WATERMAIN SUPPORT DETAILS).

FOR WATERMAIN SUPPORT DETAILS, SEE SHEETS B172

SEE SHEETS B139 AND B140 (DECK DETAILS).

FOR CLOSURE POUR DETAILS AND REINFORCEMENT,

SEE SHEETS B125 TO B138 (DECK PANEL DETAILS).

FOR TYPICAL PANEL DETAILS AND REINFORCEMENT,

SHEETS B119 TO B122 (DECK PLANS).

FOR LOCATIONS OF SECTIONS A-A AND B-B, SEE

AS-BUILT - DECK SECTIONS (1 OF 2)

SHEET

LAST REVISION:

CHECKED BY:

CAD BY:

DESIGN BY:

DATE



LICENSE NO.


BRIDGE 2441 S.P. 027-605-029


B176

8/14/2014

1'-2"2'-0" 2'-0"

2% SLOPE 2% SLOPE

1'-2"2'-0" 1'-2" 2'-0"

DECK PANEL

8'-9" PRECAST

DECK PANEL

8'-9" PRECAST

DECK PANEL

8'-4" PRECAST

LANE

12'-0"

LANE

11'-0"

LANE

11'-0"

DECK PANEL

7'-11" PRECAST

DECK PANEL

9'-7" PRECAST

DECK PANEL

9'-7" PRECAST

DECK PANEL

9'-7" PRECAST

DECK PANEL

9'-7" PRECAST

DECK PANEL

7'-11" PRECAST

38'-2"

PROFILE GRADE

PROFILE GRADE

SECTION D-D

SECTION C-C

B124

1'-2"

DECK PANEL

8'-4" PRECAST

DECK PANEL

8'-9" PRECAST

DECK PANEL

8'-9" PRECAST

POUR (TYP.)

7" CLOSURE

POUR (TYP.)

7" CLOSURE

2% SLOPE

SHARED USE PATH

12'-0"

SHARED USE PATH

12'-0"

2% SLOPE

SHARED USE PATH

17'-0"

2% SLOPE

SHARED USE PATH

17'-0"

(TYP)

CONDUIT

LIGHTING (TYP)

RAILING

ORNAMENTAL

(TYP)

CONDUIT

LIGHTING

(TYP)

CONDUIT

SIGNAL

(TYP)

CONDUIT

SIGNAL

2% SLOPE

2% SLOPE 2% SLOPE



(TYP)

LEVEL

WORKING LINE

< BRIDGE

WORKING LINE

< BRIDGE

VARIES 76'-4" TO 77'-7‡" (OUT-TO-OUT OF DECK)

LANE

VARIES 12'-0" TO 13'-3‡"

STA 9+83.13 TO STA 9+99.50

STA 20+14.04 TO STA 20+29.24

CB

EBR

FP

NOTES:

6

2% SLOPE

OV

ER

LA

Y

ƒ"

MIN

DE

CK

1'-

2"

SPA

EQ

SPA

EQ

LANE

13'-0"

LANE

13'-0"

(TYP)

WALL

ABUTMENT

EXISTING

(TYP)

RAILING

ORNAMENTAL

(TYP)

LEVEL

PRECAST DECK PANEL PRECAST DECK PANEL

TO 10'-4"

VARIES 9'-0•"

PRECAST DECK PANEL



2% SLOPE

VARIES 38'-2" TO 39'-5‡"

2% SLOPE 2% SLOPE DE

CK

1'-

2"

OV

ER

LA

Y

ƒ"

MIN

(TYP)

WALL

ABUTMENT

EXISTING

VARIES

VARIES

7.

5.

4.

3.

2.

1.

LEGEND:


6

VARIES 35'-10•" TO 35'-0ƒ" VARIES 35'-10•" TO 35'-0ƒ"

VARIES 71'-9" TO 70'-1•" (OUT-TO-OUT OF DECK)

TO 7'-2‚"

VARIES 8'-0"

TO 7'-2‚"

VARIES 8'-0"

PRECAST DECK PANEL

TO 9'-0‡"

VARIES 9'-0•"


41308

1

2

1 1 1 1

1

1

11

2

2

AS-BUILT - DECK SECTIONS (2 OF 2)

ELIMINATING THE UHPC JOINTS. SEE RFI 68 FOR DETAILS.

PRE-CAST DECK PANELS REPLACED BY SINGLE CIP SLAB,

PATH INCREASED BY 1".

ROADWAY WIDTH DECREASED BY 1" AND SHARED USE

CONCRETE PARAPET TYPE P-2 MOD. REBAR OFF BY 1",

THEY ARE PLUMB IN THE FINAL CONDITION.

PARAPETS SHALL BE CAST ON DECK PANELS SUCH THAT

VARIES FROM 2'-7‡" TO 1'-10ƒ".

(PIER 1 AND 4 AND PIER 2 AND 3 MODIFICATION DETAILS).

SEE SHEETS B97 TO B99 AND B102 TO B104

SECTIONS AT PIERS SIMILAR. FOR ADDITIONAL DETAILS,

ABUTMENT MODIFICATION DETAILS).

SEE SHEETS B89 AND B91 (EAST AND WEST

FOR ADDITIONAL SECTIONS AT ABUTMENTS,

SEE SHEETS B139 AND B140 (DECK DETAILS).

FOR CLOSURE POUR DETAILS AND REINFORCEMENT,

SEE SHEETS B125 TO B138 (DECK PANEL DETAILS).

FOR TYPICAL PANEL DETAILS AND REINFORCEMENT,

SEE SHEETS B119 AND B122 (DECK PLANS).

FOR LOCATIONS OF SECTIONS C-C AND D-D,

SHEET

LAST REVISION:

CHECKED BY:

CAD BY:

DESIGN BY:

DATE



LICENSE NO.

Plotted by:mratnaraj Plotted Date:8/13/2014 Model:SHEET pw:\\hntbw356.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\CBR2441_SUP007.dgnFile:

BRIDGE 2441 S.P. 027-605-029


B176

8/14/2014B125

DECK PANEL TYPE A - PLAN

SECTION A-A

8'-9"

1'-

2"

CO

VE

R

3"

CL

R.

CO

VE

R

1•

"

CL

R.

DECK PANEL TYPE B - PLAN

27'-11•"

L1 L26'-8ƒ" 6'-8ƒ"

W1

W

W1

SECTION B-B

W

TYPE

PANEL

DECK PANEL DIMENSION TABLE

SECTION D-D

27'-11•"

6'-8ƒ" 6'-8ƒ"

A

A

B

B

D D

DECK PANEL DETAILS - TYPES A AND B

W2

B4

B3

B2

B1

B

A

L1 L2

SECTION C-C

C

C

1'-

2"

CO

VE

R

3"

CL

R.

CO

VE

R

1•

"

CL

R.

CO

VE

R

3"

CL

R.

CO

VE

R

1•

"

CL

R.

1'-

2"

W3

W

SID

EW

AL

KR

OA

DW

AY

S5004E @ 12"

S6003E @ 12"

S7002E @ 5"

< PARAPET

S5007E @ 12"

S8001E @ 5"

S7002E @ 5"

S8001E @ 5"

LEGEND:

27'-11•"

8'-

9"

MOD W/ STRUCTURAL TUBE RAILING

< CONCRETE PARAPET TYPE P-2

9'-

3•

"

(ROUGH FINISH)

CONSTR. JT.

7'-

7•

"

ROUGH FINISH

4Š" 11• "

4Š" 11• "

L1 L2 W W1 W2 W3 CAMBER

0"

0"

0"

8'-10ƒ"

14'-6"

N/A

14'-6"

14'-6"

14'-6"

5'-7‚"

0"

N/A

5'-1"

7'-1"

7'-1"

7'-1"

7'-1"

N/A

1'-7…"

2'-11…"

3'-2…"

3'-11•"

3'-11•"

N/A

11†"

11†"

11†"

4•"

0"

N/A

1'-7‚"

2'-3‚"

2'-0‚"

2'-3†"

3'-1•"

N/A

‚"

‚"

‚"

‚"

‚"

‰"

PICK POINT, TYP

PRECAST PANEL

PICK POINT, TYP

PRECAST PANEL

STUD, TYP

…" \ S.S. SHEAR

TYPES A' AND A" ONLY

…" S.S. ?

TYPE A" ONLY

…" S.S. ?

STUD, TYP

…" \ S.S. SHEAR

B2 ONLY

TYPES B" AND

…" S.S. ?

AND B3 ONLY

TYPES B', B", B2

…" S.S. ?

NOTES:

1.

28-S6003E @ 12" (B)

28-S5004E @ 12" (T)

21-S8001E

@ 5" (B)

21-S7002

E

@ 5" (T)

S8001E

@ 5" (B)

S7002

E

@ 5" (T)

28-S6005E (TYP) OR 28-S6008E (TYPE B4) @ 12" (B)

28-S5006E (TYP) OR 28-S5009E (TYPE B4) @ 12" (T)

ALT. W/ S5006E (TYP) OR S5009E (TYPE B4) @ 12" (T)

27-S5007E @ 12" (T) ADDITIONAL PARAPET REINFORCEMENT

28-S6005E (TYP) OR 28-S6008E (TYPE B4) @ 12" (B)

28-S5006E (TYP) OR 28-S5009E (TYPE B4) @ 12" (T)

ALT. W/ S5006E (TYP) OR S5009E (TYPE B4) @ 12" (T)


S7002E @ 5"

S8001E @ 5"

21-S7002E @ 5"

21-S8001E @ 5"

PARAPET REINFORCEMENT


(B)

(T)

INDICATES BOTTOM

INDICATES TOP

S5009E (TYPE B4) @ 12"

S5006E (TYP) OR

S6008E (TYPE B4) @ 12"

S6005E (TYP) OR

S5007E @ 12"

S5009E (TYPE B4) @ 12"

S5006E (TYP) OR

S6008E (TYPE B4) @ 12"

S6005E (TYP) OR

TYP

1'-5•"

TY

P

1‚

"

TY

P

9•

"

TYP

4‚"

TY

P

9

SP

A.

@ 10"

= 7'-

6"

TYP

2"

TYP

2 SPA. @ 7" = 1'-2"

TYP

1•"

TY

P

3‚

"

TYP

5ƒ"

TYP

8•"

TY

P

2'-

2‚

"

TYP

6'-0"

TY

P

2•

"

6•

" (B), T

YP

6" (T), T

YP

TYP

5ƒ"

TY

P

1‚

"

TY

P

9•

"

6'-0" TYP

TY

P

10"

TY

P

3•

"

TY

P

2'-

5"T

YP

7 S

PA.

@ 10"

= 5'-

10"

TYP

4‚"

TY

P

3‚

"

TYP

1'-5•"

TYP

8•"

3" (B

4

ON

LY)

2•

",

TY

P

6•

" (B), T

YP

6" (T), T

YP

TYP

2 SPA. @ 7" = 1'-2"TYP

2"

TYP

1•"

TYP

5ƒ"

TYP

8•"

TYP

1'-6"

TYP

6"

TYP

2•"

TYP

6•"

TYP

6"

3" (B4 ONLY)

2•", TYP

TYP

6•"

TYP

6"

3" (B4 ONLY)

2•", TYP

TYP

6•"

FP

1'-0" (TYPE B4 ONLY)

1'-5" (TYP)

EBR

ET

REINFORCEMENT

PARAPET

5


DETAILS 2 OF 2).

CAMBER DETAIL, SEE SHEET B140 (DECK

FOR DECK PANEL SHEAR KEY DETAIL AND


41308

PANEL.

PARAPET ARE MEASURED ALONG THE TOP OF DECK

DIMENSIONS TO CENTERLINE OF CONCRETE

PARAPET SHALL BE PLUMB.

WHEN THE DECK PANELS ARE INSTALLED, THE

STRUCTURAL TUBE RAILING).

(CONCRETE PARAPET (TYPE P-2 MODIFIED) W/

CONDUIT LOCATIONS IN PARAPET, SEE SHEET B151

AND P-2 TUBE RAILING ANCHORAGE INSERT AND

FOR CONCRETE PARAPET REINFORCEMENT DETAILS

PLAN 1 OF 4).

FOR ADDITIONAL NOTES, SEE SHEET B117 (DECK

AND B142 (DECK ELEVATION TABLE).

FOR DECK PANEL ELEVATIONS, SEE SHEETS B141

6.

5.

4.

3.

2.

6.

6.

SHEET

LAST REVISION:

CHECKED BY:

CAD BY:

DESIGN BY:

DATE



LICENSE NO.


BRIDGE 2441 S.P. 027-605-029


B176

8/14/2014

DECK PANEL TYPE C - PLAN

27'-11•"

6'-

6•

"

SECTION A-A

6'-6•"

A

A

DECK PANEL DETAILS - TYPES C AND D

B

B

SECTION B-B

6'-10•"

TYPE

PANEL

D

C

CAMBER

‰"

‰"

DECK PANEL TYPE D - PLAN

27'-11•"

9'-

7"

SECTION C-C

9'-7"

1'-

2"

CO

VE

R

3"

CL

R.

CO

VE

R

1•

"

CL

R.

C

C

1'-

2"

CO

VE

R

3"

CL

R.

CO

VE

R

1•

"

CL

R.

CO

VE

R

1•

"

CL

R.

1'-

2"

CO

VE

R

3"

CL

R.

1•

"

2ƒ

" (B)

4‚

" (T)

6•"

6"

S5011E @ 12"

S6010E @ 12"

6•"

S6010E @ 12"

6"

4‚"

S5018E @ 12"

S6017E @ 12"

S5016E

S5012E @ 12"

6'-

6ƒ

"

10'-

1•

"

(TYP)

6"

S5015E @ 12"

9•" 9‚"

3-S5013E

S5014E @ 12"

TYP

ANCHOR BOLT

ƒ" \

2" CONDUIT

9•"

9•

"

2" CONDUIT

RAILING

< ORNAMENTAL

11'-10‚"11•" 11•"

BOLT, TYP

ƒ" \ ANCHOR

1'-5•"

2'-4"

3‚

"

1‚

"

6‚

"

3-S5013E

PICK POINT, TYP

PRECAST PANEL

PICK POINT, TYP

PRECAST PANEL

4.

3.

2.

1.

TYPE C" ONLY

…" S.S. ?

TYPES C' AND C" ONLY

…" S.S. ?

TYPE D' ONLY

…" S.S. ?

STUD, TYP

…" \ S.S. SHEAR

STUD, TYP

…" \ S.S. SHEAR

LEGEND: NOTES:

2'-8"

15-S8001E

@ 5" (B)

15-S7002

E

@ 5" (T)

28-S6017E @ 12" (B)

28-S5018E @ 12" (T)

23-S8001E

@ 5" (B)

23-S7002

E

@ 5" (T)

15-S7002E @ 5"

15-S8001E @ 5"

15-S7002E @ 5"

15-S8001E @ 5"

23-S7002E @ 5"

23-S8001E @ 5"

(B)

(T)

INDICATES BOTTOM

INDICATES TOP

TYP

1'-5•"

TY

P

2•

"

TY

P

1•

"

TYP

6'-0"

TY

P

2'-

2"

6•

" (B), T

YP

6" (T), T

YP

TYP

2"

TYP

2 SPA. @ 7" = 1'-2"

TYP

1•"

TY

P

7 S

PA.

@ 10"

= 5'-

10"TYP

4‚"

TYP

5ƒ"

TYP

8•"

TY

P

1‚

"

TY

P

9•

"

TYP

4‚"

TY

P

10

SP

A.

@ 10"

= 8'-

4"

TYP

5ƒ"

TYP

8•"

TY

P

3‚

"

TYP

1•"TYP

2 SPA. @ 7" = 1'-2"TYP

2"

TY

P

2'-

4ƒ

"

TYP

6'-0"

TY

P

2•

"

6•

" (B), T

YP

6" (T), T

YP

TYP

4" TYP

2ƒ"

TYP

4‚"

TYP

4" TYP

2ƒ"

TYP

2•"

TYP

6•"

28-S6010E @ 12" (B)

26-S5011E (TYP) & 2-S5012E (PILASTER) @ 12" (T)

EBR

ET

FP

DECK PANEL CAMBER TABLE

11'-10‚"

4

4

3‚"

6‚

"

8‚"


41308

CURB SHALL BE VERTICAL.

OF CURB SHALL BE LEVEL, AND THE FACE OF

WHEN THE DECK PANELS ARE INSTALLED, THE TOP

PLAN 1 OF 4).




DETAILS 2 OF 2).

CONNECTION DETAIL, SEE SHEET B140 (DECK

DETAIL, CURB DETAILS, AND ORNAMENTAL RAILING

FOR DECK PANEL SHEAR KEY DETAIL, CAMBER

B126R2

5/14/2015

SHEET

LAST REVISION:

CHECKED BY:

CAD BY:

DESIGN BY:

DATE



LICENSE NO.


BRIDGE 2441 S.P. 027-605-029


B176

8/14/2014

DECK PANEL DETAILS - TYPES E AND F

DECK PANEL TYPE E - PLAN

27'-11•"

SECTION A-A

7'-11"

SECTION C-C

27'-11•"

B

B

C C

SECTION B-B

A

A

1'-

2"

CO

VE

R

3"

CL

R.

CO

VE

R

1•

"

CL

R.

7'-11"

7'-

11"

CO

VE

R

3"

CL

R.

CO

VE

R

1•

"

CL

R.

1'-

2"

DECK PANEL TYPE F - PLAN

27'-11•"

9'-

0•

"

D

D

E

E

1•

"

SECTION D-D

9'-0•"

SECTION E-E

9'-4•"

1'-

2"

CO

VE

R

3"

CL

R.

CO

VE

R

1•

"

CL

R.

CO

VE

R

1•

"

CL

R.

1'-

2"

CO

VE

R

3"

CL

R.

SID

EW

AL

KR

OA

DW

AY

S5020E @ 12"

S6019E @ 12"

S6019E @ 12"

S5020E @ 12"

6•"

6•"

6"

6"



S6019E @ 12"

S5016E

S5026E @ 12"S5015E @ 12"

9•" 9‚"

TYP

ANCHOR BOLT

ƒ" \

2" CONDUIT

BOLT, TYP

ƒ" \ ANCHOR

S5025E @ 12"

S6019E @ 12"

S5014E @ 12"

2" CONDUIT

9•"

9•

"< ORNAMENTAL RAILING

11•"

1'-5•"

8'-

5•

"

3‚

"

1‚

"

…" S.S. ? TYPE E' ONLY

6'-8ƒ" 14'-6" 6'-8ƒ"

2'-

11•

"

2'-5"5'-0"

< BRIDGE FLOOR DRAINS

TYPE E ONLY, TYP

BRIDGE FLOOR DRAIN

1'-

6•

"

CAMBER

F

E

‰"

‚"

6'-8ƒ" 14'-6" 6'-8ƒ"

1'-5•"

9'-

0ƒ

"

5'-0" 2'-5"

(TY

P)

1'-

6"

FLOOR DRAINS

< BRIDGE

4‚"

2'-4"

S5007E @ 12"

S5007E @ 12"

< PARAPET

(ROUGH FINISH)

CONSTR. JT.

4Š" 11• "

ROUGH FINISH

4Š" 11• "

3-S5013E

3-S5013E

TYPE E ONLY, TYP

6-S8021E @ 2•" (T & B)

TY

P

2"

CO

V

TY

P

2"

CO

V

PICK POINT, TYP

PRECAST PANEL

PICK POINT, TYP

PRECAST PANEL

STUD, TYP

…" \ S.S. SHEAR

TYPE F' ONLY

…" S.S. ?

TYP

SHEAR STUD,

…" \ S.S.

NOTES:LEGEND:

2'-8"


28-S6019E @ 12" (B)

28-S5020E @ 12" (T)

TY

P

2•

"

SP

A

TYPE E ONLY, TYP

S8022E (T & B)

TYPE E ONLY, TYP

S8023E (T & B)

TYPE E ONLY, TYP

S8024E (T & B)

19-S8001E

@ 5" (B)

19-S7002

E

@ 5" (T)


28-S6019E @ 12" (B)

28-S5020E @ 12" (T)

S7002E @ 5"

S8001E @ 5"

TYPE F ONLY, TYP

6-S8021E @ 2•" (T & B)

TYPE F ONLY, TYP

S8022E (T & B)

TYPE F ONLY, TYP

S8023E (T & B)

TYPE F ONLY, TYP

S8024E (T & B)

TY

P

2•

"

SP

A

ONLY, TYP

DRAIN, TYPE F

BRIDGE FLOOR

21-S8001E

@ 5" (B)

21-S7002

E

@ 5" (T)

19-S7002E @ 5"

19-S8001E @ 5"

19-S7002E @ 5"

19-S8001E @ 5"

21-S7002E @ 5"

21-S8001E @ 5"

21-S7002E @ 5"

21-S8001E @ 5"

INDICATES BOTTOM

INDICATES TOP

(B)

(T)

TYP

5ƒ"

TY

P

1‚

"

TY

P

9•

"TYP

2"

TYP

2 SPA. @ 7" = 1'-2"

TYP

1•"

TYP

4‚"

TY

P

8 S

PA.

@ 10"

= 6'-

8"

TY

P

3‚

"

TYP

8•"

TY

P

2'-

5"

TY

P

10"

TY

P

3•

"

TY

P

1'-

10"

TYP

6'-0"

TY

P

1'-

6"

TYP

1'-6"

TY

P

2•

"

6•

" (B), T

YP

6" (T), T

YP

TYP

5ƒ"

TYP

8•"

TYP

1'-6"

TY

P

2•

"

TYP

2"

TYP

2 SPA. @ 7" = 1'-2"

TYP

1•"

TYP

6'-0"

TY

P

2'-

3"

TYP

4‚"

TY

P

10

SP

A

@ 10"

= 8'-

4"

TYP

5ƒ"

TYP

8•"

TY

P

1•

"

2ƒ

" (B), T

YP

4‚

" (T), T

YP

6•

" (B), T

YP

6" (T), T

YP

TYP

1'-6"

TY

P

1'-

6"

TYP

6"

TYP

2•"

TYP

6•"

TYP

6"

TYP

2•"

TYP

6•"

TYP

4‚"

TYP

4"

TYP

2ƒ"

TYP

4"

TYP

2ƒ"

28-S6019E @ 12" (B)


ALT W/ S5020E @ 12" (T)


ALT. W/ S5020E @ 12" (T)


EBR

ET

FP


REINFORCEMENT

PARAPET

6


3‚"

6‚

"6‚

"

8‚"

6

6

7 TYP

7 TYP


41308

PANEL TYPE

STRUCTURAL TUBE RAILING).

(CONCRETE PARAPET (TYPE P-2 MODIFIED) W/

CONDUIT LOCATIONS IN PARAPET, SEE SHEET B151

P-2 TUBE RAILING ANCHORAGE INSERTS, AND

FOR CONCRETE PARAPET REINFORCEMENT DETAILS,

PLAN 1 OF 4).




DETAILS 2 OF 2).




4.

3.

2.

1.

PANEL.

PARAPET ARE MEASURED ALONG THE TOP OF DECK


OF FLOOR DRAIN.

ALL DECK REINFORCEMENT TO BE CUT 2" CLEAR

BE VERTICAL.

SHALL BE LEVEL, AND THE FACE OF CURB SHALL

PARAPET SHALL BE PLUMB, THE TOP OF CURB


B169 (BRIDGE DRAINAGE DETAILS).

FOR BRIDGE FLOOR DRAIN DETAILS, SEE SHEET

8.

7.

6.

5.

8.

8.

B127R2

11•" (TYPE F')

8•"(TYPE F)

11'-10‚" (TYPE F')

12'-1‚" (TYPE F)11'-10‚"

5/14/2015

2'-

6"

SHEET

LAST REVISION:

CHECKED BY:

CAD BY:

DESIGN BY:

DATE



LICENSE NO.


BRIDGE 2441 S.P. 027-605-029


B176

8/14/2014

DECK PANEL DETAILS - TYPES G AND H

TYPE

PANEL

H1

H

G1

G

DECK PANEL TYPE G - PLAN

27'-11•"

SECTION A-A

1'-

2"

CO

VE

R

3"

CL

R.

CO

VE

R

1•

"

CL

R.

A

A

DECK PANEL TYPE H - PLAN

27'-11•"

SECTION B-B

1'-

2"

CO

VE

R

3"

CL

R.

CO

VE

R

1•

"

CL

R.

B

B

W

W

W

W

S7002E @ 5"

S8001E @ 5"

S7002E @ 5"

S8001E @ 5"

3.

2.

1.

W CAMBER

‰"

‰"

‰"

‰"

5'-4"

5'-9"

6'-9•"

7'-1"

PICK POINT, TYP

PRECAST PANEL

PICK POINT, TYP

PRECAST PANEL

STUD, TYP

…" \ S.S. SHEAR

TYPE G" ONLY

…" S.S. ?

TYPES G' AND G" ONLY

…" S.S. ?

STUD, TYP

…" \ S.S. SHEAR

TYPE H" ONLY

…" S.S. ?

TYPES H' AND H" ONLY

…" S.S. ?

NOTES:LEGEND:

28-S6005E (TYPE G) OR 28-S6027E (TYPE G1) @ 12" (B)

28-S5006E (TYPE G) OR 28-S5028E (TYPE G1) @ 12" (T)

S8001E

@ 5" (B)

S7002

E

@ 5" (T)

28-S6029E (TYPE H) OR 28-S6031E (TYPE H1) @ 12" (B)

28-S5030E (TYPE H) OR 28-S5032E (TYPE H1) @ 12" (T)

S8001E

@ 5" (B)

S7002

E

@ 5" (T)

S5006E (TYPE G) OR S5028E (TYPE G1) @ 12"

S6005E (TYPE G) OR S6027E (TYPE G1) @ 12"

S5030E (TYPE H) OR S5032E (TYPE H1) @ 12"

S6029E (TYPE H) OR S6031E (TYPE H1) @ 12"

INDICATES BOTTOM

INDICATES TOP

(B)

(T)

TYP

1'-5•"

TY

P

1‚

"

TY

P

9•

"

TYP

4‚"

TY

P

10"

SP

A.

TYP

2"

TYP

2 SPA. @ 7" = 1'-2"

TYP

1•"

TY

P

3‚

"

TYP

5ƒ"

TYP

8•"

TY

P

1'-

9"

TYP

6'-0"

6•

" (B), T

YP

6" (T), T

YP

3‚

"

TY

PE

G1,

TY

P

2•

"

TY

PE

G,

TY

P

TYP

6"

3‚" TYPE G1, TYP

2•" TYPE G, TYP

TYP

6•"

TYP

1'-5•"

TYP

2"

TYP

2 SPA. @ 7" = 1'-2"

TYP

1•"

TYP

4‚"

TY

P

10"

SP

A.

TYP

5ƒ"

TYP

8•"

TY

P

1'-

4"

TYP

6'-0"

6•

" (B), T

YP

6" (T), T

YPTY

P

4•

"

TYP

6"

TYP

4•"

TYP

6•"

EBR

ET

FP

PLAN 1 OF 4).




DETAIL, SEE SHEET B140 (DECK DETAILS 2 OF 2).

FOR DECK PANEL SHEAR KEY DETAIL AND CAMBER


41308

7'-

7•

"6'-

3•

"


3/26/2015

B128R

TY

P

1‚

"

TY

P

11•

"

TY

P

11•

"

TY

P

1‚

"

SHEET

LAST REVISION:

CHECKED BY:

CAD BY:

DESIGN BY:

DATE



LICENSE NO.


BRIDGE 2441 S.P. 027-605-029


B176

8/14/2014

DECK PANEL DETAILS - TYPES J AND K

TYPE

PANEL


K1

K

J2

J1

DECK PANEL TYPE K - PLAN

8'-

10"

SECTION C-C

8'-10"

1'-

2"

CO

VE

R

3"

CL

R.

CO

VE

R

1•

"

CL

R.

C

C

L

DECK PANEL TYPE J - PLAN

SECTION A-A

A

A

B

B

SECTION B-B

1'-

2"

CO

VE

R

3"

CL

R.

CO

VE

R

1•

"

CL

R.

CO

VE

R

1•

"

CL

R.

1'-

2"

CO

VE

R

3"

CL

R.

1•

" 2•

"

W1

6•"

6"

6"

6•"

S5004E @ 12"

NOTES:

VARIES

VARIES

TYPE K1 THIS END ONLY

8•"

11•"

2'-4"

1•

"

?

L1

?

L2

BOLT, TYP

ƒ" \ ANCHOR

RAILING

< ORNAMENTAL

9•"

9•

"

1‚

"

1‚

"

S5014E @ 12"

2" CONDUIT

S5015E @ 12"

S5016E

TYP

ANCHOR BOLT

ƒ" \

9•" 9‚"

2" CONDUIT

9'-

3•

"

3•"

2"2ƒ"

4‚"

3•"

2"2ƒ"

8‚"

3-S5013E

3-S5013E

1'-

11

…"

L W1 ? L1 ? L2 CAMBER

0"

0"

‰"

‰"

13'-8ƒ"

13'-10‚"

N/A

N/A

N/A

N/A

3'-11ƒ"

3'-7ƒ"

N/A

N/A

3'-11ƒ"

N/A

N/A

N/A

5'-10•"

5'-6…"

PICK POINT, TYP

PRECAST PANEL

PICK POINT, TYP

PRECAST PANEL

4.

3.

2.

1.

TYP

SHEAR STUD,

…" \ S.S.

TYPE J2 ONLY

…" S.S. ?

TYPES J1 AND J2

…" S.S. ?

STUD, TYP

…" \ S.S. SHEAR

LEGEND:

2-S5035E (TYPE J1) OR 2-S5039E (TYPE J2) @ 12" (T)

13-S5036E (TYPE J1) OR 13-S5040E (TYPE J2) @ 12" (T) 13-S5034E (TYPE J1) OR 13-S5038E (TYPE J2) @ 12" (T)

28-S6033E (TYPE J1) OR 2-S6037E (TYPE J2) @ 12" (B)

2'-8"

S5004E @ 12" (T) & S6044E @ 12" (B) TYPE K1

S5004E @ 12" (T) & (B) TYPE K

S5034E (TYPE J1) OR S5038E (TYPE J2) @ 12"




S6044E @ 12" TYPE K1

S5004E @ 12" TYPE K

(B)

(T)

INDICATES BOTTOM

INDICATES TOP

TYP

4‚"

TY

P

10"

SP

A.

TY

P

3‚

"

TY

P

1‚

"

TYP

5ƒ"

TYP

8•"

TYP

2 SPA. @ 7" = 1'-2"TYP

2"

TYP

1•"

6•

" (B), T

YP

6" (T), T

YP

TY

P

TY

P

TY

P

2'-

2"

TYP

6'-0"

TYP

1'-5•"

TY

P

1‚

"

TY

P

9•

"

TY

P

2'-

2•

"

TYP

3'-0"

TY

P

9

SP

A.

@ 10"

= 7'-

6"

TYP

2"

TYP

2 SPA. @ 7" = 1'-2"

TYP

1•"

TY

P

2ƒ

"

4…" TYPE K1, TYP

5„" TYPE K, TYP TY

P

3"

TY

P

5•

"

TYP

4"

TYP

4"

TYP

3"

TYP

5•"

EBR

ET

FP

3‚"

6‚

"

4

6‚

"

8‚"




PLAN 1 OF 4).




DETAILS 2 OF 2).





41308

THIS END ONLY

4‚" TYPE K1

4‚" TYPE K''' THIS END ONLY

2ƒ" TYP UNO

8•" TYPE K''' THIS END ONLY

5•" TYP UNO

AND K''' ONLY

…" S.S. ? TYPES K', K"

K" AND K''' ONLY

…" S.S. ? TYPES

21-S8042

E

@ 5" (B)

TY

PE

K1

21-S7043

E

@ 5" (T)

&

21-S5193

E

@ 5" (T)

& (B)

TY

PE

K'''

21-S5041E

@ 5" (T)

& (B)

TY

PE

K'

AN

D

K''

21-S8042E @ 5" TYPE K1

21-S5193E @ 5" TYPE K'''

21-S5041E @ 5" TYPE K' AND K''

21-S7043E @ 5" TYPE K1

21-S5193E @ 5" TYPE K'''

21-S5041E @ 5" TYPE K' AND K''

B129R3

2'-3‡"12'-8‡"

27'-11•"

12'-10ƒ"

7/27/2015

2" (B), T

YP

3•

" (T), T

YP

AL

T.

W/

5-S7194

E

@

EQ.

SP

A (T)

6-S7002

E

@

EQ.

SP

A (T)

6-S8001E

@

EQ.

SP

A (B)

AL

T.

W/

5-S8193

E

@

EQ.

SP

A (B)

(J2 ONLY)

1-S8001E (B)

1-S7002E (T)

1-S8001E (B)

1-S7002E (T)

1-S8001E (B)

1-S7002E (T)

1-S7002E

1-S8001E

1-S7002E

1-S8001E

4

ALT. W/ 5-S7194E

6-S7002E @ EQ. SPA

@ EQ. SPA

ALT. W/ 5-S8193E @ EQ. SPA

6-S8001E @ EQ. SPA

ALT. W/ 5-S7194E @ EQ. SPA

6-S7002E @ EQ. SPA

1-S7002E

1-S8001E

1-S7002E

1-S8001E

ALT. W/ 5-8193E @ EQ. SPA

6-S8001E @ EQ. SPA

COVER TO CONCRETE FACE AT THIS END ONLY

S8193E AND S7194E BARS TO TERMINATE W/ 1" CLEAR

TY

P

5"

11•"

TYP

1'-5•"

SHEET

LAST REVISION:

CHECKED BY:

CAD BY:

DESIGN BY:

DATE



LICENSE NO.


BRIDGE 2441 S.P. 027-605-029


B176

8/14/2014

TYPE

PANEL


DECK PANEL DETAILS - TYPES L AND M

L2

M5

M4

M3

M2

M1

L5

L4

L3

L2

L1

DECK PANEL TYPE L - PLAN

L1

W1

W

SECTION B-B

L

B B

W2

SECTION A-A

A

A

CO

VE

R

3"

CL

R.

CO

VE

R

1•

"

CL

R.

1'-

2"

W

L

SECTION C-C

C

C

1'-

2"

CO

VE

R

3"

CL

R.

CO

VE

R

1•

"

CL

R.

W1

W2

SID

EW

AL

KR

OA

DW

AY

VARIES

3•"

2" CONDUIT

S5014E @ 12"

S5007E @ 12"

L2 L5 ONLY

L2 THRU

? TYPES

…" S.S.

L5 ONLY

L3 THRU

? TYPES

…" S.S.

TYPE L1 THIS END ONLY

8•"

?

L

TYPE L1 THIS END ONLY

8•"

L

TYPE M1 THIS END ONLY

8•"

DECK PANEL TYPE M - PLAN

L1

?

L2

?

L1

RAILING

< ORNAMENTAL

THRU M5 ONLY

TYPES M2

…" S.S. ?

THRU M5 ONLY

TYPES M3

…" S.S. ?

TUBE RAILING

STRUCTURAL

P-2 MOD W/

PARAPET TYPE

< CONCRETE

4Š" 11• "

ROUGH FINISH

0†

"

TY

PE

M1 O

NL

Y

0‚

"

5•

"

4‚"

2ƒ" 2"

L L1 L2 W W1 W2 ? L ? L1 ? L2 CAMBER

0"

0"

0"

0"

0"

0"

0"

0"

0"

0"

13'-10‚"

13'-10‚"

13'-10‚"

13'-10‚"

13'-8ƒ"

13'-10‚"

13'-10‚"

13'-10‚"

13'-10‚"

13'-8ƒ"

0"

0"

0"

10"

13'-8ƒ"

0"

0"

0"

1'-2…"

13'-8ƒ"

13'-10‚"

13'-10‚"

13'-10‚"

13'-0‚"

0"

13'-10‚"

13'-10‚"

13'-10‚"

12'-7‡"

0"

N/A

N/A

N/A

N/A

N/A

8'-5"

7'-2"

7'-2"

7'-2"

7'-2"

6'-8‡"

7'-6„"

7'-0…"

6'-7"

6'-7"

5'-4ƒ"

4'-11"

4'-5‚"

4'-0"

4'-0"

5•"

5•"

5•"

5‚"

0"

5•"

5•"

5•"

5„"

0"

N/A

N/A

N/A

N/A

N/A

8'-10•"

7'-7•"

7'-7•"

7'-7•"

N/A

6'-9„"

7'-6…"

7'-0†"

N/A

N/A

N/A

N/A

N/A

N/A

N/A

7'-1ƒ"

7'-10‡"

7'-5‚"

6'-11•"

N/A

N/A

N/A

N/A

N/A

N/A

PICK POINT, TYP

PRECAST PANEL

3.

2.

1.

STUD, TYP

…" \ S.S. SHEAR

STUD, TYP

…" \ S.S. SHEAR

NOTES:LEGEND:


S5041E

@ 5" (T)

& (B)

TY

PE

L2

TH

RU

L5

S7043

E

@ 5" (T)

&

S8042

E

@ 5" (B)

TY

PE

L1


S5057E @ 12" (T) & S5056E @ 12" (B) TYPE M5

S5055E @ 12" (T) & S5054E @ 12" (B) TYPE M4

S5053E @ 12" (T) & S5052 @ 12" (B) TYPE M3

S5057E @ 12" TYPE M5

S5055E @ 12" TYPE M4 OR

S5053E @ 12" TYPE M3 OR

S5011E & S5051E @ 12" TYPE M2 OR

S5011E @ 12" TYPE M1 OR

S5056E @ 12" TYPE M5

S5054E @ 12" TYPE M4 OR

S5052E @ 12" TYPE M3 OR

S5049E & S5050E @ 12" TYPE M2 OR

S6047E @ 12" TYPE M1 OR

(B)

(T)

INDICATES BOTTOM

INDICATES TOP

TYP

2 SPA. @ 7" = 1'-2"

TY

P

3•

"

TY

P

1'-

9"

TYP

3'-0"

TY

P

10"

TY

P

2'-

5"

TYP

1‚"T

YP

10"

SP

A.

TY

P

2ƒ

"

TYP

1'-5•"

TYP UNO

5•"

TY

P

3"

TY

P

5•

"

TYP UNO

5•"

TY

PE

S

M2

TO

M5,

TY

P

1‚

" TY

P

10"

SP

A.

TY

P

2ƒ

"

TYP

1'-5•"

TYP

2 SPA. @ 7" = 1'-2"

TYP UNO

5•"

TYP

1‚"

TYP

3'-0"TY

P

2'-

2"

TY

P

1•

"

TYP

3"

TYP

5•"

TYP

4"

TYP

5•"

S5011E & S5051E @ 12" (T) & S5049E & S5050E @ 12" (B) TYPE M2

S5011E @ 12" (T) & S6047E @ 12" (B) TYPE M1

POINT, TYP

PANEL PICK

PRECAST

EBR

ET

FP

5„" TYPES L2 TO L5, TYP

4…" TYPE L1, TYP

4‚" TYPE L5

2ƒ" TYPES L2 TO L42" TYPE L5, TYP

2•" TYPE L2 TO L4, TYP

1•" TYPE L5, TYP

1" TYPE L2 TO L4, TYP

TYPES L3 TO L5

2ƒ"

ALT. W/ S5006E (L1 TO L4) OR S5046E (L5) @ 12" (T)

S5007E @ 12" (T) ADDITIONAL PARAPET REINFORCEMENT

5„" TYPES L2 TO L5, TYP

4…" TYPE L1, TYP

S5041E @ 5" TYPE L2 TO L5

S7043E @ 5" TYPE L1


S8042E @ 5" TYPE L1

S6045E (L1) OR S5006E (L2 TO L4) OR S5046E (L5) @ 12" (B)

S5006E TYPE L1 TO L4 OR S5046E TYPE L5 @ 12" (T)

ALT. W/ S5006E (L1 TO L4) OR S5046E (L5) @ 12" (T)


S5006E @ 12" (T) & (B) (L2 T0 L4), S5046E @ 12" (T) & (B) (L5)

S5006E @ 12" (T) & S6045E @ 12" (B) TYPE L1

4‚" TYPE M5

2ƒ" TYPES M2 TO M4

2" TYPE M5, TYP

2•" TYPE M2 TO M4, TYP

1•" TYPE M5, TYP

1" TYPE M2 TO M4, TYP

5„" TYPES M2 TO M5, TYP

4…" TYPE M1, TYP

S5041E

@

EQ.

SP

A (T)

& (B)

TY

PE

M2

TO

M5

S7043

E

@

EQ.

SP

A (T)

&

S8042

E

@

EQ.

SP

A (B)

TY

PE

M1

TYPES M3 TO M5

2ƒ"

2" (B), T

YP

3• (T), T

YP


S7043E @ 5" TYPE L1

S5046E @ 12" TYPE L5

S5006E @ 12" TYPE L1 TO L4

S5046E @ 12" TYPE L5

S5006E @ 12" TYPE L2 TO L4

S6045E @ 12" TYPE L1


S8042E @ 5" TYPE L1

3-S5041E TYPE M2 TO M5

3-S5048E TYPE M1

S5041E @ EQ. SPA TYPE M2 TO M5

S7043E @ EQ. SPA TYPE M1

S5041E @ EQ. SPA TYPE M2 TO M5

S8042E @ EQ. SPA TYPE M1

6‚

"

3‚"

5

4‡" TYPE M1 ONLY

PLAN 1 OF 4).




DETAILS 2 OF 2).





41308

B130R2

1‚

"

TY

PE

S

L2

TO

L5,

TY

P

11•"TYPE M1

1'-1"TYPES M2 TO M5

1'-1" TYPES M1 TO M4

10" TYPE M5

6.

5.

4.

12" TYPE L5, TYP

9•" TYPES L2 TO L4, TYP

BE VERTICAL.

SHALL BE LEVEL, AND THE FACE OF CURB SHALL

PARAPET SHALL BE PLUMB, THE TOP OF CURB


MODIFIED) W/ STRUCTURAL TUBE RAILING).

SEE SHEET B151 (CONCRETE PARAPET (TYPE P-2


OR 13'-8ƒ" (M1)

13'-10‚" (TYP)

5/14/2015

6

SHEET

LAST REVISION:

CHECKED BY:

CAD BY:

DESIGN BY:

DATE



LICENSE NO.


BRIDGE 2441 S.P. 027-605-029


B176

8/14/2014B131

DECK PANEL DETAILS - TYPES N AND P

TYPE

PANEL


P2

P1

P

N1

N

DECK PANEL TYPE N - PLAN

15'-11"

SECTION A-A

1'-

2"

CO

VE

R

3"

CL

R.

CO

VE

R

1•

"

CL

R.

A

A

W

W

DECK PANEL TYPE P - PLAN

15'-11"

W1

8'-

5"

SECTION C-C

15'-11"

C C

SECTION B-B

B

B

CO

VE

R

3"

CL

R.

CO

VE

R

1•

"

CL

R.

1'-

2"

8'-5"

W2

S7059E @ 5"

S8058E @ 5"

SID

EW

AL

KR

OA

DW

AY



S5007E @ 12"

S5046E @ 12"

S6062E @ 12"

ROUGH FINISH

4Š" 11• "

W W1 W2 CAMBER

N/A

N/A

N/A

7'-6•"

8'-10"

5'-11†"

4'-10•"

4'-0"

N/A

N/A

1'-0ƒ"

1'-0ƒ"

0"

N/A

N/A

0"

0"

0"

0"

0"

PICK POINT, TYP

PRECAST PANEL

PICK POINT, TYP

PRECAST PANEL

5.

4.

3.

2.

1.

NOTES:LEGEND:

16-S6044E (TYPE N) OR 16-S6060E (TYPE N1) @ 12" (B)

16-S5004E (TYPE N) OR 16-S5061E (TYPE N1) @ 12" (T)

TY

P

2'-

0"

TYP

3'-6"

TY

P

2'-

0"

TYP

3'-6"

S8058

E

@ 5" (B)

S7059

E

@ 5" (T)


16-S6062E @ 12" (B)

16-S5046E @ 12" (T)

20-S8058

E

@ 5" (B)

20-S7059

E

@ 5" (T)


16-S6062E @ 12" (B)

16-S5046E @ 12" (T)

S7059E @ 5"

S8058E @ 5"

S5004E (TYPE N) OR S5061E (TYPE N1) @ 12"

S6044E (TYPE N) OR S6060E (TYPE N1) @ 12"

20-S7059E @ 5"

20-S8058E @ 5"

INDICATES BOTTOM

INDICATES TOP

(B)

(T)

TYP

5•"

TYP THIS END

8•"

TYP THIS END

5•"

2ƒ

"

TY

PE

N1,

TY

P

3"

TY

PE

N,

TY

P

TY

P

5•

"

TYP THIS END

8•"

TYP THIS END

5•"

TY

P

2'-

5"

TY

P

10"

TY

P

3•

"

TYP

5•"

TY

P

5•

"

TY

P

3"

TYP

5•"

TYP THIS END

8•"

TYP THIS END

5•"

2ƒ" TYPE N1, TYP

3" TYPE N, TYP

TYP

5•"

TYP

3"

TYP

5•"

ALT. W/ S5046E @ 12" (T)


ALT. W/ S5046E @ 12" (T)

15-S5007E @ 12" (T) ADDITIONAL PARAPET REINFORCMENT

EBR

ET

FP






PLAN 1 OF 4).







41308

SHEET

LAST REVISION:

CHECKED BY:

CAD BY:

DESIGN BY:

DATE



LICENSE NO.


BRIDGE 2441 S.P. 027-605-029


B176

8/14/2014

DECK PANEL TYPE Q - PLAN

13'-10ƒ"

6'-

7•

"

DECK PANEL TYPE R - PLAN

A

A

B

B

DECK PANEL DETAILS - TYPES Q AND R

6'-7•"

SECTION A-A

C

C

11'-10•"

TYPE

PANEL

R

Q

0"

0"

CAMBER

1'-

2"

CO

VE

R

3"

CL

R.

CO

VE

R

1•

"

CL

R.

3"

SECTION B-B

6'-7"

SECTION C-C

6'-11"

1'-

2"

CO

VE

R

3"

CL

R.

CO

VE

R

1•

"

CL

R.

CO

VE

R

1•

"

CL

R.

1'-

2"

CO

VE

R

3"

CL

R.

16-7064E @ 5"

16-8063E @ 5"

5-6082E @ 12" (B)

5-5086E @ 12" (T)

S5012E @ 12"

S6081E @ 12"

S5085E @ 12"

S6081E @ 12"

2•"

2•"

TYPE Q' ONLY

MANHOLE

2" CONDUIT

1'-6"

S5092E @ 12"

S5016E

S5093E @ 12"

9•" 9‚"

6‚

"

3"

3"

TYP

2" CO

V

4-6083E @ 12" (B)

4-5087E @ 12" (T)

1-6084E @ 12" (B)

1-5088E @ 12" (T)

1•

"

9•"

9•

"

2'-4" 4'-9"

5'-11"

16'-11"

3"

RAILING

< ORNAMENTAL

8" 1'-0" 1'-0"

1'-0" 1'-0"5"

1-S6067E @ 12" (B)

1-S5070E @ 12" (T)

1-S6066E @ 12" (B)

1-S5069E @ 12" (T)

BOLT, TYP

ANCHOR

ƒ" \ 1'-

5•

"

2'-6"

16-S8063

E

@ 5" (B)

16-S7064

E

@ 5" (T)

12-S6065E @ 12" (B)

12-S5068E @ 12" (T)

TYPE Q' ONLY

S8072E (T & B)

TYPE Q' ONLY

S8073E (T & B)

TYPE Q' ONLY

S8074E (T & B)

TYPE Q' ONLY

6-S8071E @ 2•" (T & B)

2'-8"

2-S6081E @ 12" (B)

2-S5012E @ 12" (T)

5-S6081E @ 12" (B)

5-S5085E @ 12" (T)

6-S8075

E

@ 5" (B)

6-S7078

E

@ 5" (T)

S5068E OR S5069E OR S5070E @ 12"

S6065E OR S6066E OR S6067E @ 12"

S5089E

S5090E

S5091E

S5090E

S5091E

S5089E

(B)

(T)

TYP

3'-0"

TYP THIS END

8•"

TY

P

2‚

"

TY

P

5•

"

TYP

5…"

TYP THIS END

5•"

TY

P

1'-

8"

TYP

5‚"

TY

P

5•

"

TYP

2‚"

TYP

5•"

TYP

4"

TYP

5•"

TYP

5•"TYP

4"

PICK POINT, TYP

PRECAST PANEL

EBR

ET

FP

2•

"

6'-

7"

11'-0"


3'-10„"

2'-

5†

"

11ƒ"

4-S8077

E

@ 5" (B)

5-S7080

E

@ 5" (T)

5-S8076

E

@ 5" (B)

5-S7079

E

@ 5" (T)

6-S7078E AND 5-S7079E AND 5-S7080E @ 5"

6-S8075E AND 5-S8076E AND 4-S8077E @ 5"

6-S7078E AND 5-S7079E AND 5-S7080E @ 5"

6-S8075E AND 5-S8076E AND 4-S8077E @ 5"

5

5

6

LEGEND: NOTES:

INDICATES BOTTOM

INDICATES TOP

DETAILS).

FOR MANHOLE DETAILS, SEE SHEET B171 (MANHOLE

PLAN 1 OF 4).



FOR DECK PANEL ELEVATIONS, SEE SHEET B141

DETAILS 2 OF 2).




4.

3.

2.

1.

6.

5.


41308

BOLT TYP

ƒ" \ ANCHOR

10'-0"

TY

P

2'-

6"

TYP

2'-0"

OF MANHOLE.

ALL DECK REINFORCEMENT TO BE CUT 2" CLEAR




1-S5089E (B)

S5089E

S5089E

11'-

0"

R

5"

3" (B), T

YP

2•

" (T), T

YP

9'-10"

6'-10

"

R

B132R2

2'-7" 6'-6"< PIER

3'-

3‚

"

9'-

0"

< ARCH RIB

5/14/2015

SHEET

LAST REVISION:

CHECKED BY:

CAD BY:

DESIGN BY:

DATE



LICENSE NO.


BRIDGE 2441 S.P. 027-605-029


B176

8/14/2014B133

DECK PANEL DETAILS - TYPES S AND T

TYPE

PANEL


T1

T

S1

S

DECK PANEL TYPE S - PLAN

9'-

8"

SECTION A-A

1'-

2"

CO

VE

R

3"

CL

R.

CO

VE

R

1•

"

CL

R.

A

A

L

DECK PANEL TYPE T - PLAN

L

8'-

0"

SECTION C-C

L

C CSECTION B-B

B

B

CO

VE

R

3"

CL

R.

CO

VE

R

1•

"

CL

R.

1'-

2"

8'-0"

3'-

0"

SID

EW

AL

KR

OA

DW

AY

9'-8"

NOTES:

10'-

1•

"

THIS END ONLY

8•" TYPE T1

THIS END ONLY

8•" TYPE S1

THIS END ONLY

8•" TYPE T1

S5018E @ 12"TYPES S" AND S'''

2ƒ"

4‚" TYPE S'''

2ƒ" TYPES S' AND S"

TUBE RAILING

STRUCTURAL

P-2 MOD W/

PARAPET TYPE

< CONCRETE

TYPES T" AND T'''

2ƒ"

8'-

5•

"

4‚" TYPE T'''

2ƒ" TYPES T' AND T"

S5007E @ 12"S5020E @ 12"

AND S''' ONLY

…" S.S. ?, TYPES S"

2‚"

1‚"

1•" TYPE S'''

1‚" TYPES S' AND S" ONLY

ROUGH FINISH

2‚"

1‚"

2" TYPE T''' ONLY

2‚" TYPES T' AND T'' ONLY

1•" TYPE T'''

1‚" TYPES T' AND T" ONLY

AND T''' ONLY

…" S.S. ?, TYPES T"

L CAMBER

0"

0"

0"

0"

13'-8ƒ"

13'-10‚"

13'-8ƒ"

13'-10‚"

PICK POINT, TYP

PRECAST PANEL

PICK POINT, TYP

PRECAST PANEL

5.

4.

3.

2.

1.

11• "4Š"

STUD, TYP

…" \ S.S. SHEAR

AND S''' ONLY

TYPES S', S",

…" S.S. ?

STUD, TYP

…" \ S.S. SHEAR

AND T''' ONLY

TYPES T', T",

…" S.S. ?

LEGEND:

2" TYPE S''' ONLY

2‚" TYPES S' AND S'' ONLY

S5018E @ 12" (T) & S6094E @ 12" (B) TYPE S1

S5018E @ 12" (T) & (B) TYPE S

23-S7043

E

@ 5" (T)

&

23-S8042

E

@ 5" (B)

TY

PE

S1

23-S5041E

@ 5" (T)

& (B)

TY

PE

S


S5020E @ 12" (T) & S6095E @ 12" (B) TYPE T1

S5020E @ 12" (T) & (B) TYPE T

ALT. W/ S5020E @ 12" (T)


19-S7043

E

@ 5" (T)

&

19-S8042

E

@ 5" (B)

TY

PE

T1

19-S5041E

@ 5" (T)

& (B)

TY

PE

TPARAPET REINFORCEMENT

S5020E @ 12" (T) & S6095E @ 12" (B) TYPE T1

S5020E @ 12" (T) & (B) TYPE T

ALT. W/ S5020E @ 12" (T)


S7043E @ 5" TYPE T1

S5041E @ 5" TYPE T

S8042E @ 5" TYPE T1

S5041E @ 5" TYPE T

23-S7043E @ 5" TYPE S1

23-S5041E @ 5" TYPE S

S6094E @ 12" TYPE S1

S5018E @ 12" TYPE S

23-S8042E @ 5" TYPE S1

23-S5041E @ 5" TYPE S

19-S7043E @ 5" TYPE T1

19-S5041E @ 5" TYPE T

S6095E @ 12" TYPE T1

S5020E @ 12" TYPE T

19-S8042E @ 5" TYPE T1

19-S5041E @ 5" TYPE T

INDICATES BOTTOM

INDICATES TOP

(B)

(T)

TYP

1'-5•"

TY

P

9•

"

TY

P

10

SP

A.

@ 10"

= 8'-

4"

TYP

2 SPA. @ 7" = 1'-2"

TY

P

2ƒ

"

TY

P

1‚

"

4…" TYPE S1, TYP

5„" TYPE S, TYP

TYP UNO

5•"

TY

P

3"

TY

P

5•

"

TY

P

2'-

6"

TYP

3'-0"

4…" TYPE T1, TYP

5„" TYPE T, TYP

TYP

1'-5•"

TY

P

9•

"

TY

P

8 S

PA.

@ 10"

= 6'-

8"

TY

P

1‚

"

TY

P

2ƒ

"

TYP

3'-0"

TY

P

2'-

0"

TY

P

2'-

5"

TY

P

10"

TYP

2 SPA. @ 7" = 1'-2"

TY

P

3•

"

TY

P

3"

TY

P

5•

"

TYP UNO

5•"

4…" TYPE T1, TYP

5„" TYPE T, TYP

TYP UNO

5•"

TYP

3"

TYP

5•"

TYP

3"

TYP

5•"

EBR

ET

FP






PLAN 1 OF 4).







41308

SHEET

LAST REVISION:

CHECKED BY:

CAD BY:

DESIGN BY:

DATE



LICENSE NO.


BRIDGE 2441 S.P. 027-605-029


B176

8/14/2014

TYPE

PANEL


DECK PANEL DETAILS - TYPES U AND V

DECK PANEL TYPE U - PLAN

9'-

1"

SECTION A-A

9'-1"

A

1'-

2"

CO

VE

R

3"

CL

R.

CO

VE

R

1•

"

CL

R.

DECK PANEL TYPE V - PLAN

SECTION B-B

6'-6•"

B

B

C

C

SECTION C-C

6'-10•"

1'-

2"

CO

VE

R

3"

CL

R.

CO

VE

R

1•

"

CL

R.

CO

VE

R

1•

"

CL

R.

1'-

2"

CO

VE

R

3"

CL

R.

1•

"

L

L1 L2

W1

V1

V

U1

U

6'-

6•

"

2'-2„"

S5025E @ 12"

S5103E @ 12"

S6031E @ 12"

S5104E @ 12"

S6031E @ 12"

9'-

0ƒ

"

THIS END ONLY

8•" TYPE U1

NOTES:

TYPES U" AND U'''

2ƒ"

4‚" TYPE U'''

2ƒ" TYPES U' AND U"

RAILING

< ORNAMENTAL

WH

ER

E

SH

OW

N

5•

"

12'-9ƒ" 2'-4"

BOLT, TYP

ƒ" \ ANCHOR

RAILING

< ORNAMENTAL

2" CONDUIT

2" CONDUIT

S5014E @ 12"

4•"

S5014E @ 12"

4‚"

2" CONDUIT

9•" 9‚"

TYP

ANCHOR BOLT

ƒ" \

S5015E @ 12"

S5016E

4‚"

2‚"

1‚"

2" TYPE U''' ONLY

2‚" TYPES U' AND U'' ONLY

1•" TYPE U'''

1‚" TYPES U' AND U" ONLY

3-S5108E

3-S5108E2'-8"

FASCIA

END OF

L L1 L2 W1 CAMBER

Š"

Š"

0"

0"

N/A

N/A

13'-8ƒ"

13'-10‚"

9‚"

0"

N/A

N/A

†"

0"

N/A

N/A

PICK POINT, TYP

PRECAST PANEL

PICK POINT, TYP

PRECAST PANEL

4.

3.

2.

1.

STUD, TYP

…" \ S.S. SHEAR

AND U''' ONLY

TYPES U', U",

…" S.S. ?

LEGEND:

S5025E @ 12" (T) & S6097E @ 12" (B) TYPE U1

S5025E @ 12" (T) & S5096E @ 12" (B) TYPE U

U''' ONLY

TYPES U" AND

…" S.S. ?,

21-S7043

E

@ 5" (T)

&

21-S8042

E

@ 5" (B)

TY

PE

U1

21-S5041E

@ 5" (T)

& (B)

TY

PE

U

9•

"

9•"

2'-8"

S6101E (B)

S5106E (T)

S6102E (B)

S5107E (T)

15-S8098

E

@ 5" (B)

15-S7099

E

@ 5" (T)

27-S6031E @ 12" (B)


3-S6100E @ 12" (B)

3-S5105E @ 12" (T)

3-S5048E TYPE U1

3-S5041E TYPE U

21-S7043E @ 5" TYPE U1

21-S5041E @ 5" TYPE U

S6097E @ 12" TYPE U1

S5096E @ 12" TYPE U

21-S8042E @ 5" TYPE U1

21-S5041E @ 5" TYPE U

15-S7099E @ 5"

15-S8098E @ 5"

15-S7099E @ 5"

15-S8098E @ 5"

(B)

(T)

INDICATES BOTTOM

INDICATES TOP

TY

P

10

SP

A.

@ 10"

= 8'-

4"

TY

P

1‚

"

TY

P

2ƒ

" TYP

3'-0"

TYP

2 SPA. @ 7" = 1'-2"

TY

P

2'-

2"

4…" TYPE U1, TYP

5„" TYPE U, TYP

TYP UNO

5•"

3" (B), T

YP

4•

" (T), T

YP

TY

P

5•

"

TYP

8•"

TY

P

2•

"

TYP

5'-6"

TY

P

2'-

2"

TYP

6"

2ƒ

" (B), T

YP

4‚

" (T), T

YP

TY

P

5•

"

TYP

4" TYP

3"

TYP

5•"

TYP

4"

TYP

5•"

TYP

2ƒ"

TYP

4" TYP

2ƒ"

TYP

5•"

S5109E

EBR

ET

FP

4

4

4

6‚

"

3‚"

6‚

"

3‚"

6‚

"

8‚"




PLAN 1 OF 4).




DETAILS 2 OF 2).




26'-4†"

27'-1‡"

N/A

N/A


41308

A

B134R2

12'-0‚"

5/14/2015

13'-10‚" (TYPE U' OR TYPE U'' OR TYPE U''')

13'-8ƒ" (TYPE U1)

TYP

1'-5•"

11•"

1'-1" TYPES U'' AND U'''

10" TYPE U', 1'-2•" TYPE U1

10" TYPE U''', 1'-4" TYPE U1

1'-1" TYPES U' AND U''

SHEET

LAST REVISION:

CHECKED BY:

CAD BY:

DESIGN BY:

DATE



LICENSE NO.


BRIDGE 2441 S.P. 027-605-029


B176

8/14/2014

28'-3„"

SECTION A-A

1'-

2"

CO

VE

R

3"

CL

R.

CO

VE

R

1•

"

CL

R.

6'-10" 9'-11„"

W

SECTION C-C

W

SECTION E-E6'-10" 9'-11„"

A

A

C

C

E E

SECTION D-D

D

D

1'-

2"

CO

VE

R

3"

CL

R.

CO

VE

R

1•

"

CL

R.

CO

VE

R

3"

CL

R.

CO

VE

R

1•

"

CL

R.

1'-

2"

WSID

EW

AL

KR

OA

DW

AY

S7112E @ 5"

< PARAPET

S8110E @ 5"

S7112E @ 5"

S8110E @ 5"

5ƒ"

8•"

7…"

8•"

5ƒ" 7…"

8•"

8•" 28'-3„"

5ƒ"

B B


TYPE

PANEL

W

S8110E @ 5"

S7112E @ 5"

W

DECK PANEL DETAILS - TYPES W AND X

X3

X2

X1

W2

W1

…" S.S. ?, TYP

…" S.S. ?, TYP

5ƒ"

DECK PANEL TYPE W - PLAN

DECK PANEL TYPE X - PLAN



L2 L1

W1

W2

?

L

4‚"

1'-5•" 1'-4•"

1'-5•" 1'-4•"

L2

L1

?

L

4‚"

1'-2"

10"

2'-

5"

5"

(ROUGH FINISH)

CONSTR. JT.

11• "4Š"

ROUGH FINISH

4Š" 11• "

1'-2"

10"

L1 L2 W W1 W2 ? L CAMBER

7†"

11'-6"

11'-6"

N/A

N/A

10'-10…"

0"

0"

N/A

N/A

7'-11"

7'-11"

7'-1"

9'-7"

8'-9"

1'-9…"

2'-11•"

3'-11•"

N/A

N/A

1'-2„"

0"

0"

N/A

N/A

8'-5•"

8'-5•"

7'-7•"

10'-1•"

9'-3•"

‰"

‰"

‰"

‰"

‰"

PICK POINT, TYP

PRECAST PANEL

PICK POINT, TYP

PRECAST PANEL

STUD, TYP

…" \ S.S. SHEAR

STUD, TYP

…" \ S.S. SHEAR

NOTES:

2.

1.

LEGEND:

27-S6003E (TYPE W1) OR 27-S6017E (TYPE W2) @ 12" (B)

27-S5004E (TYPE W1) OR 27-S5018E (TYPE W2) @ 12" (T)

S8110

E

@ 5" (B)

S7112

E

@ 5" (T)

27-S6003E (TYPE W1) OR 27-S6017E (TYPE W2) @ 12" (B)

27-S5004E (TYPE W1) OR 27-S5018E (TYPE W2) @ 12" (T)

S7112E @ 5" S8110E @ 5"

S8111E @ 5"


27-S6019E (TYP) OR 27-S6005E (TYPE X1) @ 12" (B)

27-S5020E (TYP) OR 27-S5006E (TYPE X1) @ 12" (T)

ALT. W/ S5020E (TYP) OR S5006E (TYPE X1) @ 12" (T)

26-S5007E (TYP) OR 18-S5007E & 8-S5113E (TYPE X3) @ 12" (T) ADDITIONAL PARAPET REINFORCEMENT

S8110

E

@ 5" (B)

S7112

E

@ 5" (T)


27-S6019E (TYP) OR 27-S6005 (TYPE X1) @ 12" (B)

27-S5020E (TYP) OR 27-S5006E (TYPE X1) @ 12" (T)

ALT. W/ S5020E (TYP) OR S5006E (TYPE X1) @ 12" (T)

26-S5007E (TYP) OR 18-S5007E & 8-S5113E (TYPE X3) @ 12" (T) ADDITIONAL PARAPET REINFORCEMENT

S7112E @ 5"

S8110E @ 5"

S5004E (TYPE W1) OR S5018E (TYPE W2) @ 12"

S6003E (TYPE W1) OR S6017E (TYPE W2) @ 12"

S6005E (TYPE X1) @ 12"

S6019E (TYP) OR

S5006E (TYPE X1) @ 12"

S5020E (TYP) OR

S5007E (TYP) OR S5113E (TYPE X3) @ 12"

S5006E (TYPE X1) @ 12"

S5020E (TYP) OR

S6005E (TYPE X1) @ 12"

S6019E (TYP) OR

S5007E @ 12"

(B)

(T)

INDICATES BOTTOM

INDICATES TOP

TY

P

9•

"

TY

P

10"

SP

A.

TYP

2"

TYP

2 SPA. @ 7" = 1'-2"

TYP

1•"

TY

P

3‚

"

TY

P

1‚

"

TY

P

2'-

2‚

"

TYP

6'-0"

TY

P

2•

"

6•

" (B), T

YP

6" (T), T

YP

TY

P

9•

"

TY

P

10"

SP

A.

TY

P

1‚

"T

YP

3‚

"

TY

P

10"

TYP

2 SPA. @ 7" = 1'-2‚"TYP

2"

TYP

1•"

TY

P

1'-

9"

TY

P

3•

"

TYP

6'-0"

TYP

2 SPA. @ 6" = 1'-0"

TYP

4•"

TY

P

2•

"

6•

" (B), T

YP

6" (T), T

YP

TYP

1'-6"

TYP

6"

TYP

2•"

TYP

6•"

TYP

6"

TYP

2•"

TYP

6•"

TYP

6"

TYP

2•"

TYP

6•"

SECTION B-B

@ EQ. SPA (B), TYP

S6003E (TYPE W1) OR S6017E (TYPE W2)

S8111E @ 5"

@ EQ. SPA (B), TYP

S6005E (TYPE X1)

S6019E (TYP) OR

TYP

2 SPA. @ 6" = 1'-0"

TYP

4•"

EBR

ET

FP

6



DETAILS, SEE SHEET B139 (DECK DETAILS 1 OF 2).

FOR DECK HAUNCH AND EXPANSION JOINT

7…"

7…"


41308

DECK PANEL.

PARAPET ARE MEASURED ALONG THE TOP OF






INSERT AND CONDUIT LOCATIONS IN PARAPET,

DETAILS AND P-2 TUBE RAILING ANCHORAGE

FOR CONCRETE PARAPET REINFORCEMENT

PLAN 1 OF 4).




DETAILS 2 OF 2).


7.

6.

5.

4.

3.

7.

7.

B135R

10/05/2015

SHEET

LAST REVISION:

CHECKED BY:

CAD BY:

DESIGN BY:

DATE



LICENSE NO.


BRIDGE 2441 S.P. 027-605-029


B176

8/14/2014

28'-3„"

SECTION A-A

A

A

B

B

SECTION B-B

1'-

2"

CO

VE

R

3"

CL

R.

CO

VE

R

1•

"

CL

R.

CO

VE

R

1•

"

CL

R.

1'-

2"

CO

VE

R

3"

CL

R.

1•

"

2ƒ

" (B)

4‚

" (T)

6•"

6"

6•"

6"

4‚"

DECK PANEL DETAILS - TYPE Y

C C

5ƒ"

8•"

7…"

8•" 28'-3„"

5ƒ"

7…"

SECTION C-C


TYPE

PANEL

DECK PANEL TYPE Y - PLAN

1'-5•"

4‚"

?

L2

?

L3

?

L1

W1

W2

…" S.S. ?, TYP

BOLT, TYP

ƒ" \ ANCHOR

2'-4"

9•"

9•

"

RAILING

< ORNAMENTAL

1•

"S5014E @ 12" 2" CONDUIT

9‚"9•"

TYP

ANCHOR BOLT

ƒ" \

S5015E @ 12"

S5016E

2" CONDUIT

Y3

Y2

Y1

1'-2"

10"

15'-5…"12'-9ƒ"

W1 W2 ? L1 ? L2 ? L3 CAMBER

‰"

‰"

‰"

8'-1‡"

9'-0•"

6'-6•"

10†"

0"

0"

9'-0ƒ"

9'-0ƒ"

6'-6ƒ"

8'-1ƒ"

9'-0ƒ"

6'-6ƒ"

1‚"

0"

0"

PICK POINT, TYP

PRECAST PANEL

5.

4.

3.

2.

1.

STUD, TYP

…" \ S.S. SHEAR

NOTES:LEGEND:

2'-8"

S8111E @ 5"

3-S5121E (TYPE Y3)

3-S5114E (TYP)

S5026E (TYP) OR S5012E (TYPE Y1) @ 12"

S6019E (TYP) OR S6010E (TYPE Y1) @ 12"

INDICATES BOTTOM

INDICATES TOP

(B)

(T)

TY

PT

YP

10"

SP

A.

TY

P

3‚

"

TY

P

1‚

"

TYP

2"

TYP

2 SPA. @ 7" = 1'-2"

TYP

1•"

TY

P

2•

"

TY

P

2'-

2"

TYP

6'-0"

TYP

2 SPA. @ 6" = 1'-0"

TYP

4•"

6•

" (B), T

YP

6" (T), T

YP

TYP

4"

TYP

4‚"

TYP

2ƒ"

TYP

4"

TYP

2ƒ"

EBR

ET

FP

TY

P

4'-

4„

"

13'-1…" (TYP)

VARIES

W1+W2

12-S5025E (Y2 & Y3 TYP) & 2-S5026E (Y2 & Y3 PILASTER) @ 12" (T)

12-S5011E (Y1 TYP) & 2-S5012E (Y1 PILASTER) @ 12" (T) OR

12-S5025E (Y2 & Y3 TYP) & 2-S5026E (Y2 & Y3 PILASTER) @ 12" (T)

12-S5011E (Y1 TYP) & 2-S5012E (Y1 PILASTER) @ 12" (T) OR

S6019E (TYP) OR S6010E (Y1) @ 12" (B)

S6019E (TYP) OR S6010E (Y1) @ 12" (B)

13-S6010E (Y1) / 13-S6019E (Y2) / 13-S6119E (Y3) @ 12" (B)

13-S5011E (Y1) / 13-S5025E (Y2) / 13-S5120E (Y3) @ 12" (T)

5

5

6‚

"

8‚"

6‚

"

3‚"




PLAN 1 OF 4).




DETAILS 2 OF 2).







41308

14-S8110

E (T

YP)

OR 14-S8115

E (Y

3)

@ 5" (B)

14-S7112

E (T

YP)

OR 14-S7117

E (Y

3)

@ 5" (T)

3-S5122E (Y3)

3-S5114E (TYP)

S7112E (TYP) OR S7117E (Y3) @ 5"

S8110E (TYP) OR S8115E (Y3) @ 5"

@ EQ. SPA (B), TYP

S6019E (TYP) OR S6010E (Y1)

14-S8110E (TYP) OR 14-S8115E (Y3) @ 5"

14-S7112E (TYP) OR 14-S7117E (Y3) @ 5"

13-S6010E (Y1) / 13-S6019E (Y2) / 13-S6119E (Y3) @ 12" (B)

13-S5011E (Y1) / 13-S5025E (Y2) / 13-S5120E (Y3) @ 12" (T)

5"

14-S8110E (TYP) OR 14-S8115E (Y3) @ 5"

5"

14-S7112E (TYP) OR 14-S7117E (Y3) @ 5"

5"

5"

S5120E (Y3) @ 12"

S5011E (Y1) / S5025E (Y2) /

S6119E (Y3) @ 12"

S6010E (TYPE Y1) / S6019E (Y2) /

B136R3

1'-3„"

12'-9ƒ" (TYP)

7/27/2015

3-S7118

E

AL

T.

W/

2-S7196

E (Y

3)

1-S7112

E (Y

1) /

7-S7112

E (Y

2) /

@ 5"

MA

X (B)

3-S8116

E

AL

T.

W/

2-S8195

E (Y

3)

1-S8110

E (Y

1) /

7-S8110

E (Y

2) /

@ 5"

MA

X (T)

COVER TO CONCRETE FACE AT THIS END ONLY

S8195E AND S7196E BARS TO TERMINATE W/ 1" CLEAR

(Y3 ONLY)

1-S8116E (B)

1-S7118E (T)

(Y3 ONLY)

1-S8116E (B)

1-S7118E (T)

(Y3

ON

LY)

5"

(Y3

ON

LY)

5"

(Y1 A

ND

Y2

ON

LY)

5"

2-S7196E (Y3)

3-S7118E ALT. W/

7-S7112E (Y2) @ 5"

1-S7112E (Y1) OR

7-S8110E (Y2) @ 5"

1-S8110E (Y1) OR

@ 5" MAX.

@ 5" MAX.

1-S7118E (Y3)

1-S8116E (Y3)

1-S7118E (Y3)

1-S8116E (Y3)

2-S8195E (Y3)

3-S8116E ALT. W/

@ 5" MAX.

@ 5" MAX.

2-S7196E (Y3)

3-S7118E ALT. W/

7-S7112E (Y2) @ 5"

1-S7112E (Y1) OR

7-S8110E (Y2) @ 5"

1-S8110E (Y1) OR

1-S7118E (Y3)

1-S7118E (Y3)

1-S8116E (Y3)

1-S8116E (Y3)

(Y3

ON

LY)

5"

2-S8195E (Y3)

3-S8116E ALT. W

1'-4•"

11•"

SHEET

LAST REVISION:

CHECKED BY:

CAD BY:

DESIGN BY:

DATE



LICENSE NO.


BRIDGE 2441 S.P. 027-605-029


B176

8/14/2014

SECTION A-A

1'-

2"

CO

VE

R

3"

CL

R.

CO

VE

R

1•

"

CL

R.

TYPE

PANEL


A

A

AS4

AS3

AS2

AS1

W

W

L1L2

B B

SECTION B-B

CO

VE

R

3"

CL

R.

CO

VE

R

1•

"

CL

R.

1'-

2"

DECK PANEL DETAILS - TYPE AS (1 OF 2)

1'-5•"

1'-1•" 4‚"

…" S.S. ?, TYP

VARIES

1'-2"

10"

L1 L2 W ? L CAMBER

16'-5…"

15'-3•"

18'-2‚"

17'-0†"

1'-1„"

1'-1„"

6†"

6†"

9'-7"

9'-7"

8'-9"

8'-9"

10'-1•"

10'-1•"

9'-3•"

9'-3•"

0"

0"

ˆ"

0"

PICK POINT, TYP

PRECAST PANEL

STUD, TYP

…" \ S.S. SHEAR

NOTES:LEGEND:

S8111E @ 5"

(B)

(T)

INDICATES BOTTOM

INDICATES TOP

TY

P

1‚

"

TY

P

9•

"

TYP

3•"

TY

P

10"

SP

A.

TY

P

?

L

TY

P

3‚

"

TYP

7•"

TYP

8•"

TYP

4'-0"

TYP

2 SPA. @ 7" = 1'-2"TYP

2"

TYP

1•"

TY

P

2'-

3"

TY

P

2•

"

6•

" (B), T

YP

6" (T), T

YP

TYP

7•"

TYP

8•"

TYP

6"

TYP

2•"

TYP

6•"

EBR

ET

FP

R

W1

W

D D

W2

C

C

L1L2

L3

SID

EW

AL

KR

OA

DW

AY

1'-1•" 1'-5•"

4‚"

…" S.S. ?, TYP

PICK POINT, TYP

PRECAST PANEL


TY

P

1‚

"

TY

P

1'-

0"

TY

P

?

L

TY

P

10"

SP

A.

TY

P

3‚

"

TY

P

10"

TY

P

2'-

5"

TYP

4‡"

TY

P

3•

"

TYP

2 SPA. @ 7 = 1'-2" TYP

2"

TYP

1•"

TYP

4'-0"

TY

P

2'-

0"

TYP

8•"

TY

P

2•

"

6•

" (B), T

YP

6" (T), T

YP

STUD, TYP

S.S. SHEAR

…" \

SECTION D-D

VARIES

1'-2"

10"


S8111E @ 5"

@ EQ. SPA (B), TYP

S6019E (TYP) OR S6133E (TYPE AS5)

TYP

8•"

TYP

4‡"

SECTION C-C

CO

VE

R

3"

CL

R.

CO

VE

R

1•

"

CL

R.

W

S5007E @ 12"FINISH

ROUGH

4Š" 11• "

TYP

6"

TYP

2•"

TYP

6•"

SECTION C-C

TYPE AS7 ONLY

7'-11"

S5009E @ 12"

S5007E @ 12"

S6019E @ 12"

3.

2.

1.

7.

6.

5.

4.

DECK PANEL TYPES AS1 TO AS4 - PLAN

21-S7126

E

@ 5" (T)

&

21-S8125

E

@ 5" (B) (A

S2)

21-S7124

E

@ 5" (T)

&

21-S8123

E

@ 5" (B) (A

S1)

23-S7130

E

@ 5" (T)

&

23-S8129

E

@ 5" (B) (A

S4)

23-S7128

E

@ 5" (T)

&

23-S8127

E

@ 5" (B) (A

S3)

S6003E (AS1 & AS2) OR S6017E (AS3 & AS4) @ 12" (B)

S5004E (AS1 & AS2) OR S5018E (AS3 & AS4) @ 12" (T)

S5004E (AS1 & AS2) OR S5018E (AS3 & AS4) @ 12"

S8123E (AS1) / S8125E (AS2) / S8127E (AS3) / S8129E (AS4) @ 5"

S7124E (AS1) / S7126E (AS2) / S7128E (AS3) / S7130E (AS4) @ 5"

S6003E (AS1 & AS2) OR S6017E (AS3 & AS4) @ 12"

23-S7128E (AS3) OR 23-S7130E (AS4) @ 5"

21-S7124E (AS1) OR 21-S7126E (AS2) OR

S5004E (AS1 & AS2) OR S5018E (AS3 & AS4) @ 12"

S6003E (AS1 & AS2) OR S6017E (AS3 & AS4) @ 12"

23-S8127E (AS3) OR 23-S8129E (AS4) @ 5"

21-S8123E (AS1) OR 21-S8125E (AS2) OR








TUBE RAILING

STRUCTURAL

P-2 MOD W/

PARAPET TYPE

< CONCRETE

19-S7135

E

@ 5" (T)

&

19-S8134

E

@ 5" (B)

TY

PE

AS6

20-S7132

E

@ 5" (T)

&

20-S8131E

@ 5" (B)

TY

PE

AS5

19-S7137

E

@ 5" (T)

&

19

S8136

E

@ 5" (B)

TY

PE

AS7

S6019E (TYP) OR S6133E (AS5) @ 12" (B)

S5046E (AS5) / S5020E (AS6) / S5009E & S5138E (AS7) @ 12" (T)

TYPES AS5 & AS6 ONLY

ALT. W/ S5046E (AS5) / S5020E (AS6) / S5009E & S5138E (AS7) @ 12" (T)


S7132E (AS5) / S7135E (AS6) @ 5"

S8131E (AS5) / S8134E (AS6) @ 5"

S5046E (AS5) / S5020E (AS6) @ 12"

S6133E (AS5) / S6019E (AS6) @ 12"

1'-

2"

S8136E @ 5" (B)

S7137E @ 5" (T)

S5138E @ 12"

CO

VE

R

3"

CL

R.

CO

VE

R

1•

"

CL

R.

1'-

2"

0"

TO 6"

VA

RIE

S

TY

PE

AS7

ON

LY

6"

TYP

6•"TYP

3•"

S7137E (AS7) @ 5"

S7132E (AS5) / S7135E (AS6) /

S8136E (AS7) @ 5"

S8131E (AS5) / S8134E (AS6) /

TYPE AS7 ONLY

TOP OF RAMP IN DECK PANEL,

TYP

3•"

TYP

6•"

TYP

3•"

ALT. W/ S5046E (AS5) / S5020E (AS6) / S5009E & S5138E (AS7) @ 12" (T)


S6019E (TYP) OR S6133E (AS5) @ 12" (B)

S5046E (AS5) / S5020E (AS6) / S5009E & S5138E (AS7) @ 12" (T)


41308

@ EQ. SPA, TYP

S6003E (AS1 & AS2) OR S6017E (AS3 & AS4)

SEE SHEET B138 (DECK PANEL DETAILS TYPE AS 2 OF 2).

FOR DECK PANEL DIMENSION TABLE TYPES AS5, AS6, AND AS7,

BE PLUMB.

WHEN THE DECK PANELS ARE INSTALLED, THE PARAPET SHALL

W/ STRUCTURAL TUBE RAILING).

SHEET B151 (CONCRETE PARAPET (TYPE P-2 MODIFIED)

FOR CONCRETE PARAPET REINFORCEMENT DETAILS, SEE

FOR ADDITIONAL NOTES, SEE SHEET B119 (DECK PLAN 1 OF 4).

7

B137R

5/29/2015

SHEET

LAST REVISION:

CHECKED BY:

CAD BY:

DESIGN BY:

DATE



LICENSE NO.


BRIDGE 2441 S.P. 027-605-029


B176

8/14/2014

TYPE

PANEL


A

A

L1L2

L3L4

W1

W3R

W2

SECTION A-A

CO

VE

R

3"

CL

R.

CO

VE

R

1•

"

CL

R.

C C

SECTION C-C

DECK PANEL DETAILS - TYPE AS (2 OF 2)

1'-5•"

4‚"

?

L1

?

L3

?

L2?

L4

S5014E @ 12"

VARIES

2" CONDUIT

4„"

6"

6•"

2†"

VARIES

1'-2"

10"

AS10

AS9

AS8

AS7

AS6

AS5

L1 L2 L3 L4 W W1 W2 W3 R ? L ? L1 ? L2 ? L3 ? L4 CAMBER

1'-1‚"

1'-0…"

6"

10„"

10ƒ"

6‚"

0"

18'-5"

16'-6ƒ"

17'-10•"

17'-11‚"

18'-0…"

19'-5†"

1'-2„"

2'-8•"

N/A

N/A

N/A

N/A

N/A

N/A

7'-11"

7'-11"

8'-4"

9'-0•"

9'-0•"

7'-2‚"

2'-11•"

2'-11†"

5'-10„"

N/A

N/A

N/A

8'-5•"

8'-5•"

8'-10•"

9'-0ƒ"

9'-0ƒ"

7'-2†"

N/A

N/A

N/A

0„"

0"

0†"

N/A

N/A

N/A

9'-10‡"

8'-9•"

7'-6ƒ"

N/A

N/A

N/A

ˆ"

ˆ"

ˆ"

0"

0"

ˆ"

2„"

…"

2„"

N/A

N/A

N/A

PICK POINT, TYP

PRECAST PANEL

6•

" (B), T

YP

6" (T), T

YP

TY

P

1‚

"

TY

P

3‚

"

TYP

2"

TYP

2 SPA. @ 7 = 1'-2"

TYP

1•"

TYP

4'-0"

TY

P

2'-

2"

TYP

5ƒ"

TYP

8•"

TY

P

10"

SP

A.

TYP

4"

TYP

5ƒ"

TYP

8•"

D

D

10"

SECTION D-D

18'-4…"

18'-6ƒ"

18'-9‚"

17'-5•"

17'-6"

17'-7†"

0"

0"

6†"

1'-0"

0"

7‚"

1'-3•"

…"

3„"

N/A

N/A

N/A

154'-10"

19'-4"

21'-10ƒ"

169'-5"

0"

0"

SEE SECTION C-C

NOT SHOWN,

REINFORCEMENT

DECK PANEL

EBR

ET

FP

NOTES:

LEGEND:

INDICATES BOTTOM

INDICATES TOP

(B)

(T)

6"

2'-4"


TOP OF CURB

TOP OF DECK PANEL

AS10

ON

LY

2†

" (B)

4„

" (T)

5

3‚"

6‚

"

(TY

PE

AS8)

1'-

2"

(TY

PE

AS10)

TO 1'-

8"

VA

RIE

S 1'-

2"

TYPES AS9 AND AS10 ONLY

TYPES AS8 AND AS10 ONLY

SECTION A-A

TYPE AS9 ONLY

5

3‚"

6‚

"

2" CONDUIT3-S5148E

TYP

4†"

CO

VE

R

3"

CL

R.

CO

VE

R

1•

"

CL

R.

6"

4„"

2†"

6•"

S6019E @ 12"

S5014E @ 12"

1'-

2"

TO 1'-

8"

VA

RIE

S

9'-0•"

B

B

CO

VE

R

1•

"

CL

R.

1'-

2"

CO

VE

R

3"

CL

R.

6•"

6"

S5016E

S5015E @ 12"

9•" 9‚"

TYP

ANCHOR BOLT

ƒ" \

2" CONDUIT

4„"

TYP

4"

TYP

2†"

6‚

"

8‚"

5

VARIES

SECTION B-B

TYPES AS8 AND AS10 ONLY9•" 9‚"

5

S5015E @ 12"

3-S5148E

S5016E

TYP

4"

6‚

"

2" CONDUIT

TYP

2†"

6•"

CO

VE

R

1•

"

CL

R.

CO

VE

R

3"

CL

R.

4„"

6"

S6019E @ 12"

1'-

2"

TO 1'-

8"

VA

RIE

S

S5026E @ 12"

S5152E @ 12"

9'-4•"

SECTION B-B

TYPE AS9 ONLY

STUD, TYP

S.S. SHEAR

…" \

TYP

3•"

TYP

6•"

TYP

3•"

S8111E @ 5" MAX.

19'-6" (AS9) OR 19'-5" (AS10)

3‚"

18-S8139E (AS8) OR 23-S8149E (AS10) @ 5" MAX.

21-S8146E @ 5" MAX.

18-S8139E (AS8) OR 23-S8149E (AS10) @ 5" MAX.

21-S8146E @ 5" MAX.

18-S8139

E (A

S8) /

21-S8146

E (A

S9) /

23-S8149

E (A

S10)

@ 5"

MA

X. (B)

18-S7140

E (A

S8) /

18-S7147

E (A

S9) /

23-S7150

E (A

S10)

@ 5"

MA

X. (T)

S7140E (AS8) / S7147E (AS9) / S7150E (AS10) @ 5" MAX.

S8139E (AS8) / S8146E (AS9) / S8149E (AS10) @ 5" MAX.

18-S7140E (AS8) OR 23-S7150E (AS10) @ 5" MAX.

21-S7147E @ 5" MAX.

18-S7140E (AS8) OR 23-S7150E (AS10) @ 5" MAX.

21-S7147E @ 5" MAX.

S6141E (AS8) / S6151E & S6152E & S6153E (AS10) @ 12"

IN DECK PANEL

TOP OF RAMP

S6141E (AS8) / S6151E & S6152E & S6153E (AS10) @ 12"


41308

9•

"

9•"

2'-8"

TY

P

2•

"

1•

"?, TYP

…" S.S.

BOLT, TYP

ƒ" \ ANCHOR

7-S5154E & 2-S5155E & 9-S5156E (AS10) @ 12" (T)

7-S1542E & 2-S5143E & 9-S5144E (AS8) / 16-S5025E & 2-S5026E (AS9) /

22-S6141E (AS8) / 22-S6019E (AS9) / 7-S6151E & 2-S6152E & 9-S6153E (AS10) @ 12" (B)


7-S5154E & 2-S5155E & 9-S5156E (AS10) @ 12" (T)

7-S1542E & 2-S5143E & 9-S5144E (AS8) / 16-S5025E & 2-S5026E (AS9) /

TY

PE

S

AS9

&

6"


(AS 10)

3-S5157E

(AS8) OR

3-S5145E

S5154E & S5156E (AS10) @ 12"

S5142E & S5144E (AS8) /

S5025E @ 12"

3-S5157E (AS10)

3-S5145E (AS8)

S5143E (AS8) / S5155E (AS10) @ 12"

S5026E @ 12"BOLT TYP

ƒ" \ ANCHOR

TOP OF RAMP

6"

3‚

"

1 OF 3).

APPROACH MODIFICATION DETAILS

DETAILS, SEE SHEET B80 (EAST

FOR SIDEWALK TRANSITION

(DECK PANEL DETAILS AS 1 OF 2).

AS6, AND AS7, SEE SHEET B137

OF DECK PANEL TYPES AS5,

FOR PLAN AND SECTION VIEWS

OF CURB SHALL BE VERTICAL.

SHALL BE LEVEL, AND THE FACE

INSTALLED, THE TOP OF CURB

WHEN THE DECK PANELS ARE

SHEET B119 (DECK PLAN 1 OF 4).

FOR ADDITIONAL NOTES, SEE

(DECK ELEVATION TABLE).

SEE SHEETS B141 AND B142

FOR DECK PANEL ELEVATIONS,

DETAILS 2 OF 2).

SEE SHEET B140 (DECK

RAILING CONNECTION DETAIL,

DETAILS, AND ORNAMENTAL

DETAIL, CAMBER DETAIL, CURB

FOR DECK PANEL SHEAR KEY

(DECK DETAILS 1 OF 2).

JOINT DETAILS, SEE SHEET B139

FOR DECK HAUNCH AND EXPANSION

7.

6.

5.

4.

3.

2.

1.

6

1‚"

B138R4

1'-1"

1'-1•" 8'-5" (AS10)

8'-6‚" (AS9)

8'-4…" (AS8)

8'-8ƒ" (AS9) (AS10)

8'-6‡" (AS8)

11/24/2015

5‚

"

ƒ"

TOP OF OVERLAY

SHEET

LAST REVISION:

CHECKED BY:

CAD BY:

DESIGN BY:

DATE



LICENSE NO.


BRIDGE 2441 S.P. 027-605-029


B176

< JOINT

< CAP BEAM

2'-6"

ƒ"

PANEL, TYP

PRECAST DECK OVERLAY, TYP

1'-

2"

NOT SHOWN

OVERLAY

< CAP BEAM

9"

1•

"3"

NOT SHOWN

REINFORCEMENT

DECK PANEL

NOT SHOWN

OVERLAY

2'-6"

9"

3"

NOT SHOWN

REINFORCEMENT

DECK PANEL1'-

2"

BLOCKOUT

1'-2"

FIXED TRANSVERSE 9" CLOSURE POUR DETAIL

NOT SHOWN

OVERLAY

6"

NOT SHOWN

REINFORCEMENT

DECK PANEL

NOT SHOWN

OVERLAY

< CAP BEAM

6"

3"

NOT SHOWN

REINFORCEMENT

DECK PANEL

FIXED TRANSVERSE 6" CLOSURE POUR DETAIL

SLIDING TRANSVERSE 9" CLOSURE POUR DETAIL

SLIDING TRANSVERSE 6" CLOSURE POUR DETAIL

BLOCKOUT

1'-2"

1'-

2"

ƒ"

3'-0"

APPROACH PANEL

#7 (E) BAR, TYP

#8 (E) BAR, TYP

TYP

8" LAP

PANEL, TYP

PRECAST DECK

PANEL, TYP

PRECAST DECK

#5 (E) BAR, TYPTYP

5" LAP

#5 (E) BAR, TYP

PANEL, TYP

PRECAST DECK

#7 (E) BAR, TYPTYP

8" LAP

#8 (E) BAR, TYP…" S.S. ?, TYP

TYP

1'-5•"

PANEL, TYP

PRECAST DECK

#5 (E) BAR, TYP

#5 (E) BAR, TYP

TYP

5" LAP

TYPICAL EXPANSION JOINT DETAIL

APPROACH CAP BEAM EXPANSION JOINT DETAIL

…" S.S. ?, TYP

TYP

1'-5•"

…" S.S. ?, TYP

TYP

1'-4•"

TYP

11•"

…" S.S. ?

8"

1'-

4"

< CAP BEAM

NOTES:

LEGEND:

INDICATES EPOXY COATED(E)

SECTION E-E SECTION F-F SECTION J-J

< CAP BEAM

NOT SHOWN

REINFORCEMENT

CAP BEAM

CONCRETE CLOSURE POUR

ULTRA HIGH PERFORMANCE C.I.P.

NOT SHOWN

REINFORCEMENT

CAP BEAM

NOT SHOWN

REINFORCEMENT

CAP BEAM

TYP

BL

OC

KO

UT,

TY

P

10"

SECTION G-G SECTION H-H SECTION K-K

CONCRETE CLOSURE POUR

ULTRA HIGH PERFORMANCE C.I.P.

3"

1•

"

1'-

2"

NOT SHOWN

REINFORCEMENT

CAP BEAM 2'-6"

NOT SHOWN

REINFORCEMENT

CAP BEAM

PANEL

PRECAST DECK

OVERLAY

JOINT OPENING

1•" @ 65 °F

3"

JOINT OPENING

1ƒ" @ 65 °F

BL

OC

KO

UT,

TY

P

10"

FIXED TRANSVERSE 9" CLOSURE POUR

LOCATION

3'-0" CAP BEAM

BEARING LENGTH FOR

DIMENSION

FIXED TRANSVERSE 6" CLOSURE POUR

CAP BEAM EXCEPT AS NOTED

10•", TYP FOR 2'-6"

3'-0" @ EAST AND WEST

2'-6", TYP

CAP BEAM EXCEPT AS NOTED

1'-0", TYP FOR 2'-6"

CAP BEAM" TABLE

"BEARING LENGTH FOR 3'-0"

FOR 3'-0" CAP BEAM, SEE

CAP BEAM" TABLE

"BEARING LENGTH FOR 3'-0"

FOR 3'-0" CAP BEAM, SEE

CB

FP

CB

GAP

•"

5

TYP

2ƒ"

SHEAR BAR, TYP

DOWNSTATION UPSTATION

DOWNSTATION UPSTATION

< CAP BEAM

SHEAR BAR

NOT SHOWN

REINFORCEMENT

CAP BEAM

3'-0" @ PIER 1 WEST

2'-6", TYP

CAP BEAMS

AND PIER 4 EAST

TYP

2ƒ"

GAP

•"

5

(ROUGH FINISH)

CONSTR. JT. 1'-0"

1'-1•"

PIER 4 EAST CAP BEAM

PIER 1 WEST CAP BEAM

EAST ABUTMENT







WEST ABUTMENT

1'-3" (2'-6" CAP BEAM)

9"

9" (2'-6" CAP BEAM)

1'-8•"

6"

1'-9"

6•"

7•" (2'-6" CAP BEAM)

1'-7•"

1'-0" (2'-6" CAP BEAM)


41308

S5182E / S5190E

S5178E / S5180E /

S6181E / S6189E

S6177E / S6179E /

C.I.P. CONCRETE CLOSURE POUR

ULTRA HIGH PERFORMANCE

S5190E

S5186E / S5188E /

S5172E / S5178E /

S6187E / S6189E

S6171E / S6177E / S6185E /

WEST CAP BEAMS

AND WEST, AND PIER 4

PIERS 2 AND 3 EAST

ABUTMENTS, PIER 1 EAST,

S5192E

S5176E / S5184E /

S5191E

S5175E / S5183E /

S5191E

S5173E / S5175E /

S5192E

S5174E / S5176E /

C.I.P. CONCRETE CLOSURE POUR


(MEASURED ON THE DOWNSTATION SIDE)

EMBEDED IN CAP BEAM

…" CONTINUOUS S.S. ?

EPOXY BONDED TO

RECESSED INTO AND

‚" PTFE SHEET

EMBEDED IN CAP BEAM


EPOXY BONDED TO

RECESSED INTO AND

‚" PTFE SHEET

EMBEDED IN CAP BEAM


EPOXY BONDED TO

RECESSED INTO AND

‚" PTFE SHEET

EMBEDED IN CAP BEAM


EPOXY BONDED TO

RECESSED INTO AND

‚" PTFE SHEET

7

7

7

7

7.

6.

5.

4.

3.

2.

1.

1'-

2"

1•

"

1'-

2"

1•

"

TYP

10"

TY

P

10"

TY

P

10"

TYP

10"

8/14/2014

11/24/2015

B139R2

6ƒ"

3JM MIX 2

1

2

3JM MIX 2

AS-BUILT - DECK DETAILS (1 OF 2)

SEE RFI 51 FOR DETAILS.KOROLATH SHIMS (TYP.)

(TY

P.)

1"

UHP

C

BE

D


LONG X …"\ SEE RFI 16 FOR DETAILS.

DECK PANEL STUDS SHALL BE 3 •"

FOR ADDITIONAL INFORMATION.

LIMITS OF RECESS. SEE SHEET B116A

IN THE S.S. PLATE AND EXTEND TO

PTFE SHEET SHALL FILL THE RECESS

UHPC CLOSURE POUR.

WITH FLEXIBLE 2 INCH CONDUIT IN

CONDUITS WITHIN ADJACENT PANELS

THE CAP BEAMS, CONNECT THE

WHERE THE DECK IS CONTINUOUS OVER

SHEET B140 (DECK DETAILS 2 OF 2).

FOR DECK SLIDING PLATE DETAIL, SEE

JOINT DETAILS).

SHEETS B166 AND B167 (EXPANSION

FOR EXPANSION JOINT DETAILS, SEE

REINFORCEMENT DETAILS).

DETAILS, AND CAP BEAM

DETAILS, PIER 2 AND 3 MODIFICATION

DETAILS, PIER 1 AND 4 MODIFICATION

WEST ABUTMENT MODIFICATION

B103, AND B111 TO B116 (EAST AND

DETAILS, SEE SHEETS B92, B93, B98,

FOR CAP BEAM REINFORCEMENT

PLACING OVERLAY.

SPECIAL PROVISIONS PRIOR TO

REQUIREMENTS OF THE OVERLAY

A METHACRYLATE SEALER AS PER

SEAL ALL CLOSURE POUR JOINTS WITH

HENNEPIN COUNTY.

ACCEPTANCE OF THE TEST POUR BY

COMMENCE OVERLAY OPERATIONS UNTIL

REVIEW. THE CONTRACTOR MAY NOT

TEST POUR OF THE OVERLAY FOR

THE CONTRACTOR SHALL PERFORM A

SEE RFI 51 FOR DETAILS.KOROLATH SHIMS. (TYP.)

(TY

P.)

1"

UHP

C

BE

D

SHEET

LAST REVISION:

CHECKED BY:

CAD BY:

DESIGN BY:

DATE



LICENSE NO.


BRIDGE 2441 S.P. 027-605-029


B176

1'-

2"

6"

1'-

2"

6"

2"

3"

5""21

1

"21

2

"21

5

OVERLAYTOP OF

CURB DETAIL AT PILASTERS CURB DETAIL BETWEEN PILASTERS

CB

FP

ET

2"

SHEAR KEY DETAIL

8"

2"

1"

2"

1"

NOTES:1'-

2"

"21

2'-4 1'-9"

DECK PANEL

PRECAST

NOT SHOWN

OVERLAY

PANEL, TYP

PRECAST DECK

NOT SHOWN

REINFORCEMENT

DECK PANEL

LAP

5"

LAP

6" CLOSURE POUR

C.I.P. CONCRETE


7" LONGITUDINAL CLOSURE POUR DETAIL

NOT SHOWN

OVERLAY

PANEL, TYP

PRECAST DECK

NOT SHOWN

REINFORCEMENT

DECK PANEL

LAP

5" CLOSURE POUR

C.I.P. CONCRETE


6" LONGITUDINAL CLOSURE POUR DETAIL

#5 (E) BAR, TYP

#6 (E) BAR, TYP

7"

6"

#5 (E) BAR, TYP

#5 BAR (E), TYP

< ORNAMENTAL RAILING

"2

14

1'-

0"

#5 (E) BAR

1…"

< ORNAMENTAL RAILING< ORNAMENTAL RAILING9"9"

"21

2'-4"21

1

1'-

2"

1'-

2"

1'-9" 5"

< PILASTER

CLOSURE POUR

< TRANSVERSE

PANEL, TYP

PRECAST DECK

2'-4"

1'-

2"

1'-2"1'-2"

< PILASTER

CLOSURE POUR

< TRANSVERSE

B

B

A A

SECTION C-C

7"

"21

1 "21

2'-4

7"

6"

4"

"21

1

< ORNAMENTAL RAILING

PANEL

PRECAST DECK

6"

1'-

2"

2'-8"

1'-4"1'-4"

< PILASTER

CLOSURE POUR

< TRANSVERSE

PILASTER CURB PLAN

SECTION A-A

VIEW B-B

C

C

ORNAMENTAL RAILING CONNECTION DETAIL

RAILING

< ORNAMENTAL

BOLT, TYP

ƒ" ANCHOR

TY

P"4

34

TYP

"43

4

TYP

"43

4BOLT, TYP

ƒ" ANCHOR

TYP

"43

4 BOLT, TYP

ƒ" ANCHOR

TYP

"43

4

BOLT, TYP

ƒ" ANCHOR

LEGEND:

SECTION L-L

SECTION M-M

TYP

NOT SHOWN

REINFORCEMENT

DECK PANEL

NOT SHOWN

REINFORCEMENT

DECK PANEL

NOT SHOWN

REINFORCEMENT

DECK PANEL

NOT SHOWN

REINFORCEMENT

DECK PANEL

NOT SHOWN

REINFORCEMENT

DECK PANEL

PANEL, TYP

PRECAST DECK

PANEL, TYP

PRECAST DECK

NOT SHOWN

DECK PANEL REINFORCEMENT

NOT SHOWN

REINFORCEMENT

ORNAMENTAL RAILING

NOT SHOWN

REINFORCEMENT

ORNAMENTAL RAILING

2'-

8"

2" 2"

CAMBER DETAIL

L = DECK PANEL LENGTH

L/2 L/2

DECK PANEL

OF FULLY CAMBERED

TOP OF DECK

4.

3.

2.

1.

CAMBER

1

UNDER DEAD LOADS

OF FULLY DEFLECTED DECK PANEL

HORIZONTAL LINE AND TOP OF DECK

DECK SLIDING PLATE DETAIL

9 •" GAP

INDICATES EPOXY COATED


(E)

9.

8.

7.

6.

5.


41308

S7165E / S7169E

S7159E / S7163E /

TYP

S5167E / S5170E,

S5160E / S5161E /

~

PANEL (TYP)

PRECAST DECK

~

POUR

UHPC CLOSURE

TYP

…" S.S. ?

(TYP)

SHEAR STUD

…" \ S.S.

‚"

S8168E

S8164E / S8166E /

S8158E / S8162E /

TYP

0" TO 1"

RADIUS, TYP

BEND OR

BEGIN S.S.?

8/14/2014B140R2

6/24/2015

6•

",

DE

CK

",

TY

P2

15 TY

PE

R

PA

NE

L

2% SLOPE, TYP

PANEL TYPE R

-2% SLOPE, DECK

"4

31'-

2

2% SLOPE, TYP

PANEL TYPE R

-2% SLOPE, DECK

5ƒ

",

DE

CK

",

TY

P4

34 TY

PE

R

PA

NE

L

NOT SHOWN

REINFORCEMENT

ORNAMENTAL RAILING

NOT SHOWN

DECK PANEL REINFORCEMENT

"4

31'-

2

5†

",

DE

CK

",

TY

P8

74 TY

PE

R

PA

NE

L

OVERLAYTOP OF

2% SLOPE, TYP

PANEL TYPE R

-2% SLOPE, DECK

1 1

PANEL ERECTION.

SHIMS USED FOR THIS PURPOSE ARE CONSIDERED INCIDENTAL TO

DETAILS) TO SATISFY THE ‚" TOLERANCE STATED IN NOTE 3.

THE PANELS USING SHIMS (KORALATH SHIMS, SEE RFI 51 FOR

ADJUSTING THE BEARING ELEVATIONS AT ONE OR BOTH ENDS OF

AT FIXED LOCATIONS, CORRECTIONS SHALL BE MADE BY

OF A LONGITUDINAL CLOSURE JOINT IS ‚".

EDGES OF ADJACENT PANELS AT ANY POINT ALONG THE LENGTH

MAXIMUM DIFFERENTIAL ELEVATION BETWEEN TOP OF DECK

UHPC.

CONTACT WITH UHPC SHALL BE CLEANED PRIOR TO PLACING

PRIOR TO PLACING UHPC. ALL CONCRETE FACES TO BE IN

EDGES OF CLOSURE POUR SHALL BE SATURATED SURFACE DRY

INCH TO EXPOSE, WITHOUT DISPLACING, COARSE AGGREGATE.

THE FACES AT ALL CLOSURE JOINTS TO AN AMPLITUDE OF ‚

STRIPPED, USE A HIGH-PRESSURE STREAM OF WATER TO ROUGHEN

RETARDING ADMIXTURE. IMMEDIATELY AFTER FORMS ARE

AT ALL CLOSURE JOINTS WITH AN APPROVED CONCRETE

FABRICATION, THOROUGHLY COAT THE FACES OF THE FORMWORK

IMMEDIATELY PRIOR TO PRECAST CONCRETE PLACEMENT DURING

CORNER OF THE ENTABULATURE SHALL NOT BE CHAMFERED.

DIMENSION OF INTERIOR CORNER IN THE DECK PANEL SHALL BE ƒ".

SEAL OR FORM GAP PRIOR TO PLACING UHPC.

THE DECK PANELS ACCORDING TO THE ACCEPTED SUBMITTAL.

PANEL CAMBER TO HENNEPIN COUNTY FOR REVIEW AND SHALL CAMBER

WITH THE DECK PANEL, HE SHALL SUBMIT REVISED CALCULATED DECK

CHOOSES TO MODIFY THE LENGTH OF PRECAST PARAPET INTEGRAL

AND PRECAST CONCRETE PARAPET WEIGHT. IF THE CONTRACTOR

DECK PANEL CAMBERS ARE BASED ON THE TOTAL PRECAST DECK PANEL

DETAILS).

CURBS AND PILASTERS, SEE SHEETS B125 TO B138 (DECK PANEL

FOR DECK PANEL REINFORCEMENT DETAILS AND FOR THE LOCATION OF

SHEETS B152 TO B162 (ORNAMENTAL RAILING DETAILS).

FOR ORNAMENTAL RAILING DETAILS AND REINFORCEMENT DETAILS, SEE

TO HENNEPIN COUNTY.

ALTERNATE METHOD(S) SHALL BE EXECUTED AT NO ADDITIONAL COST

WITHOUT ACCEPTANCE BY HENNEPIN COUNTY. IF ACCEPTED, THE

SUCH AS GRINDING, JACKING, AND BALLASTING, SHALL NOT BE USED

REDUCING EXCESSIVE DIFFERENTIAL ELEVATION BY OTHER METHODS,

1

AS-BUILT - DECK DETAILS (2 OF 2)

1

SHEET

LAST REVISION:

CHECKED BY:

CAD BY:

DESIGN BY:

DATE



LICENSE NO.


BRIDGE 2441 S.P. 027-605-029


B176

8/14/2014

FP

FP

CBB141

LOCATION STATION

A B C

38.1 14.3 13.0 0.0

POINT

MIDSPAN

CENTER

PIER 2

< CAP BEAM

MIDSPAN

12+97.17

12+89.27

12+81.35

0.75

828.83

828.89

0.75

828.64

828.70

0.75

828.45

828.51

0.75

828.57

828.63

0.75

828.38

828.44

0.75

828.19

828.25

0.75

828.54

828.60

0.75

828.35

828.41

0.75

828.16

828.22

0.75

828.07

828.13

0.75

827.88

827.94

0.75

827.69

827.75

3

2

1

3

2

1

3

2

1

LOCATION STATION

A B C

31.0 14.3 13.0 0.0

POINT

< ROADWAY

WORKING LINE

WORKING LINE OFFSET (FT)


< ROADWAY

WORKING LINEDECK ELEVATION TABLE

LOCATION STATION

A B C

33.5 16.8 15.5 0.0

POINT< ROADWAY

WORKING LINE


CAP BEAM

APPROACH

< WEST

9+81.75

3

2

1

0.80

822.05

822.12

0.80

822.39

822.45

0.80

822.41

822.48

0.80

822.72

822.79

LOCATION STATION

A B C

33.2 16.5 15.2 0.0

POINT< ROADWAY

WORKING LINE


MIDSPAN 9+90.88

3

2

1

0.75

822.11

822.18

0.75

822.45

822.51

0.75

822.47

822.54

0.75

822.77

822.84

LOCATION STATION

A B C

32.9 16.2 14.9 0.0

POINT< ROADWAY

WORKING LINE


CAP BEAM

ABUTMENT

< WEST

10+00.00

3

2

1

0.79

822.17

822.23

0.79

822.50

822.57

0.79

822.53

822.59

0.79

822.83

822.89

LOCATION STATION

A B C

32.8 16.0 14.6 0.0

POINT< ROADWAY

WORKING LINE


MIDSPAN 10+07.18

3

2

1

0.75

822.22

822.28

0.75

822.56

822.62

0.75

822.58

822.65

0.75

822.88

822.94

LOCATION STATION

A B C

32.6 15.7 14.4 0.0

POINT< ROADWAY

WORKING LINE


1-0

COLUMN

< SPANDREL

10+14.36

0.79

822.28

822.35

0.79

822.62

822.69

0.79

822.65

822.71

0.79

822.94

823.00

3

2

1

LOCATION STATION

A B C

32.2 15.5 14.1 0.0

POINT< ROADWAY

WORKING LINE


0.75

823.01

823.07

0.75

822.72

822.78

0.75

822.70

822.76

0.75

822.36

822.43

3

2

1

10+21.53MIDSPAN

LOCATION STATION

A B C

31.9 15.2 13.9 0.0

POINT< ROADWAY

WORKING LINE


0.79

823.07

823.14

0.79

822.80

822.86

0.79

822.77

822.84

0.79

822.44

822.50

3

2

1

10+28.71

1-1

COLUMN

< SPANDREL

LOCATION STATION

A B C

31.7 15.0 13.7 0.0

POINT< ROADWAY

WORKING LINE


0.75

823.16

823.22

0.75

822.88

822.95

0.75

822.86

822.92

0.75

822.52

822.59

3

2

1

10+35.89MIDSPAN

LOCATION STATION

A B C

31.4 14.8 13.4 0.0

POINT< ROADWAY

WORKING LINE


0.79

823.24

823.31

0.79

822.98

823.04

0.79

822.95

823.01

0.79

822.62

822.68

3

2

1

10+43.06

1-2

COLUMN

< SPANDREL

LOCATION STATION

A B C

31.0 14.3 13.0 0.0

POINT< ROADWAY

WORKING LINE


LOCATION STATION

A B C

31.2 14.5 13.2 0.0

POINT< ROADWAY

WORKING LINE


0.75

823.34

823.40

0.75

823.07

823.14

0.75

823.05

823.11

0.75

822.71

822.78

3

2

1

10+50.49MIDSPAN

NOTES:

WEST

PIER 2

< CAP BEAM

MIDSPAN

2-6

COLUMN

< SPANDREL

MIDSPAN

2-5

COLUMN

< SPANDREL

MIDSPAN

2-4

COLUMN

< SPANDREL

MIDSPAN

2-3

COLUMN

< SPANDREL

MIDSPAN

2-2

COLUMN

< SPANDREL

MIDSPAN

2-1

COLUMN

< SPANDREL

MIDSPAN

EAST

PIER 1

< CAP BEAM

MIDSPAN

WEST

PIER 1

< CAP BEAM

12+73.31

12+58.67

12+44.02

12+29.67

12+15.31

12+00.96

11+86.61

11+72.25

11+57.90

11+43.54

11+29.19

11+14.83

11+00.48

10+85.88

10+71.27

10+64.53

10+57.92

3

2

1

3

2

1

3

2

1

3

2

1

3

2

1

3

2

1

3

2

1

3

2

1

3

2

1

3

2

1

3

2

1

3

2

1

3

2

1

3

2

1

3

2

1

3

2

1

3

2

1

0.75

827.63

827.70

0.75

827.28

827.35

0.75

826.93

826.99

0.75

826.59

826.65

0.75

826.24

826.31

0.75

825.90

825.96

0.75

825.55

825.62

0.75

825.21

825.27

0.75

825.86

824.93

0.75

824.52

824.58

0.90

824.18

824.24

0.75

823.85

823.91

0.91

823.55

823.61

0.75

823.28

823.34

0.86

823.02

823.09

0.75

822.92

822.98

0.79

822.82

822.88

0.75

827.96

828.03

0.75

827.61

827.68

0.75

827.27

827.33

0.75

826.92

826.98

0.75

826.57

826.64

0.75

826.23

826.29

0.75

825.88

825.95

0.75

825.54

825.60

0.75

825.19

825.26

0.75

824.85

824.91

0.90

824.51

824.57

0.75

824.18

824.24

0.91

823.89

823.95

0.75

823.61

823.67

0.86

823.35

823.42

0.75

823.25

823.31

0.79

823.16

823.22

0.75

827.99

828.06

0.75

827.64

827.71

0.75

827.29

827.35

0.75

826.95

827.01

0.75

826.60

826.67

0.75

826.26

826.32

0.75

825.91

825.98

0.75

825.57

825.63

0.75

825.22

825.29

0.75

824.88

824.94

0.90

824.54

824.60

0.75

824.21

824.27

0.91

823.91

823.97

0.75

823.64

823.70

0.86

823.38

823.45

0.75

823.28

823.34

0.79

823.18

823.24

0.75

828.25

828.32

0.75

827.90

827.97

0.75

827.55

827.61

0.75

827.21

827.27

0.75

826.86

826.93

0.75

826.52

826.58

0.75

826.17

826.24

0.75

825.83

825.89

0.75

825.48

825.55

0.75

825.14

825.20

0.90

824.78

824.86

0.75

824.47

824.53

0.91

824.16

824.23

0.75

823.89

823.96

0.86

823.64

823.71

0.75

823.54

823.60

0.79

823.44

823.50

MIDSPAN

3-9

COLUMN

< SPANDREL

MIDSPAN

3-8

COLUMN

< SPANDREL

MIDSPAN

3-7

COLUMN

< SPANDREL

MIDSPAN

3-6

COLUMN

< SPANDREL

MIDSPAN

3-5

COLUMN

< SPANDREL

MIDSPAN

3-4

COLUMN

< SPANDREL

MIDSPAN

3-3

COLUMN

< SPANDREL

MIDSPAN

3-2

COLUMN

< SPANDREL

MIDSPAN

3-1

COLUMN

< SPANDREL

MIDSPAN

EAST

PIER 2

< CAP BEAM

15+78.54

15+64.19

15+49.83

15+35.48

15+21.12

15+06.77

14+92.42

14+78.06

14+63.71

14+49.35

14+35.00

14+20.65

14+06.29

13+91.94

13+77.58

13+63.23

13+48.88

13+34.52

13+19.85

13+05.19

3

2

1

3

2

1

3

2

1

3

2

1

3

2

1

3

2

1

3

2

1

3

2

1

3

2

1

3

2

1

3

2

1

3

2

1

3

2

1

3

2

1

3

2

1

3

2

1

3

2

1

3

2

1

3

2

1

3

2

1

0.95

830.80

830.88

0.75

830.99

831.05

0.95

831.11

831.19

0.75

831.23

831.30

0.75

831.29

831.37

0.75

831.34

831.40

0.95

831.33

831.40

0.75

831.31

831.37

0.95

831.25

831.30

0.75

831.14

831.20

0.95

830.98

831.06

0.75

830.83

830.89

0.95

830.60

830.68

0.75

830.38

830.44

0.95

830.08

830.16

0.75

829.79

829.85

0.77

829.45

829.51

0.75

829.10

829.17

0.75

828.75

828.81

0.75

828.40

828.46

0.95

831.13

831.21

0.75

831.33

831.39

0.95

831.44

831.52

0.75

831.56

831.63

0.95

831.62

831.70

0.75

831.68

831.74

0.95

831.66

831.73

0.75

831.64

831.70

0.95

831.58

831.63

0.75

831.47

831.53

0.95

831.31

831.39

0.75

831.16

831.22

0.95

830.93

831.01

0.75

830.71

830.77

0.95

830.41

830.49

0.75

830.12

830.18

0.77

829.78

829.84

0.75

829.43

829.50

0.75

829.08

829.14

0.75

828.74

828.80

0.95

831.16

831.24

0.75

831.35

831.41

0.95

831.47

831.55

0.75

831.59

831.66

0.95

831.65

831.73

0.75

831.70

831.76

0.95

831.69

831.76

0.75

831.67

831.73

0.95

831.58

831.66

0.75

831.50

831.56

0.95

831.34

831.42

0.75

831.19

831.25

0.95

830.96

831.04

0.75

830.74

830.80

0.95

830.44

830.52

0.75

830.15

830.21

0.77

829.81

829.87

0.75

829.46

829.53

0.75

829.11

829.17

0.75

828.76

828.82

0.95

831.42

831.50

0.75

831.61

831.67

0.95

831.73

831.81

0.75

831.85

831.92

0.95

831.91

831.99

0.75

831.96

832.02

0.95

831.95

832.02

0.75

831.93

831.99

0.95

831.84

831.92

0.75

831.76

831.82

0.95

831.60

831.68

0.75

831.45

831.51

0.95

831.22

831.30

0.75

831.00

831.06

0.95

830.70

830.78

0.75

830.41

830.47

0.77

830.07

830.13

0.75

829.72

829.79

0.75

829.37

829.43

0.75

829.02

829.08


41308

5.

4.

3.

2.

1.

FOR LEGEND, SEE SHEET B142 (DECK ELEVATION TABLE 2 OF 2).

AND ANY PROFILE ADJUSTMENTS ARE MADE.PROVIDE DATA TO ENGINEER FOR REVIEW. OVERLAY SHALL NOT BE PLACED UNTIL THE REVIEW IS COMPLETED CONTRACTOR SHALL SURVEY THE TOP OF DECK ELEVATIONS AFTER DECK PANELS ARE SET AND SHALL

FOR LOCATION OF OFFSETS AND POINTS, SEE SHEET B142 (DECK ELEVATION TABLE 2 OF 2).

STATIONS AND OFFSETS ARE TAKEN WHERE THE INTENDED LOCATION MEETS THE WORKING LINE.

FOR PROFILES, SEE SHEET B1 (GENERAL PLAN AND ELEVATION).

TIME DEPENDENT EFFECTS. ELEVATIONS ARE SUBJECTED TO CHANGE DUE TO THERMAL AND SURVEY OF THE BRIDGE DECK SURFACE IS RECOMMENDED. THESE ELEVATIONS PRESENTED HERE ARE THEORETICAL. A COMPLETE

AS-BUILT - DECK ELEVATION TABLE (1 OF 2)

1

SHEET

LAST REVISION:

CHECKED BY:

CAD BY:

DESIGN BY:

DATE



LICENSE NO.


BRIDGE 2441 S.P. 027-605-029


B176

8/14/2014

FP

FP

CBB142

TYPICAL DECK CROSS SECTION

CA BC

AB

LOCATION STATION

A B C

31.0 15.8 14.4 0.0

LOCATION STATION

A B C

38.1 16.8 15.5 0.0

LOCATION STATION

A B C

31.0 17.0 0.0

POINT

POINT

POINT

LOCATION STATION

A B C

32.1 20.3 18.9 0.0

POINT

LOCATION STATION

A B C

34.1 22.2 20.8 0.0

POINT

LOCATION STATION

A B C

36.0 24.1 22.8 0.0

POINT

LOCATION STATION

A B C

36.0 24.3 23.0 0.0

POINT

POINT 1

POINT 2

3

LEGEND:

C

A

BD

F

E

POINT 1

POINT 2

3

DECK CROSS SECTION @ EAST APPROACH

< ROADWAY

WORKING LINE


< ROADWAY

WORKING LINE

< ROADWAY

WORKING LINE

< ROADWAY

WORKING LINE


< ROADWAY

WORKING LINE


< ROADWAY

WORKING LINE


< ROADWAY

WORKING LINE


< ROADWAY

WORKING LINE


< ROADWAY

WORKING LINE

WORKING LINE OFFSET (FT)LOCATION STATION

A B C

31.0 14.3 13.0 0.0

POINT< ROADWAY

WORKING LINE


LOCATION STATION

A B C

31.0 15.2 13.9 0.0

POINT< ROADWAY

WORKING LINE


WEST

PIER 3

< CAP BEAM

17+08.35

3

2

1

0.75

827.66

827.72

0.75

827.98

828.04

0.75

828.01

828.07

0.75

828.28

828.34

MIDSPAN 17+16.38

3

2

1

0.75

827.38

827.44

0.75

827.68

827.74

0.75

827.71

827.77

0.75

828.00

828.06

LOCATION STATION

A B C

38.1 16.3 14.9 0.0

POINT< ROADWAY

WORKING LINE


CENTER

PIER 3

< CAP BEAM

17+24.27

3

2

1

0.75

826.96

827.03

0.75

827.39

827.46

0.75

827.42

827.49

0.75

827.72

827.79

MIDSPAN 17+32.19

3

2

1

0.75

826.69

826.75

0.75

827.11

827.17

0.75

827.14

827.20

0.75

827.45

827.51

LOCATION STATION

A B C

31.0 17.4 16.1 0.0

POINT< ROADWAY

WORKING LINE


EAST

PIER 3

< CAP BEAM

17+40.23

3

2

1

0.75

826.55

826.61

0.75

826.82

826.88

0.75

826.85

826.91

0.75

827.17

827.23

MIDSPAN 17+54.88

3

2

1

0.75

826.03

826.10

0.75

826.29

826.35

0.75

826.32

826.38

0.75

826.65

826.72

18.34

LOCATION STATION

A B C

31.1 19.3 18.0 0.0

POINT< ROADWAY

WORKING LINE


4-1

COLUMN

< SPANDREL

17+69.52

3

2

1

0.75

825.52

825.58

0.75

825.76

825.82

0.75

825.78

825.84

0.75

826.14

826.20

MIDSPAN 17+83.88

3

2

1

0.75

825.00

825.06

0.75

825.23

825.29

0.75

825.26

825.32

0.75

825.64

825.70

LOCATION STATION

A B C

33.1 21.2 19.9 0.0

POINT< ROADWAY

WORKING LINE


4-2

COLUMN

< SPANDREL

17+98.23

3

2

1

0.75

824.48

824.54

0.75

824.71

824.77

0.75

824.74

824.80

0.75

825.14

825.20

MIDSPAN 18+12.58

3

2

1

0.75

823.96

824.02

0.75

824.19

824.26

0.75

824.22

824.28

0.75

824.63

824.70

LOCATION STATION

A B C

35.1 23.1 21.8 0.0

POINT< ROADWAY

WORKING LINE


4-3

COLUMN

< SPANDREL

18+26.94

3

2

1

0.75

823.43

823.49

0.75

823.67

823.73

0.75

823.70

823.76

0.75

824.13

824.19

MIDSPAN 18+41.29

3

2

1

0.75

822.91

822.97

0.75

823.15

823.21

0.75

823.17

823.23

0.75

823.63

823.69

MIDSPAN

3-13

COLUMN

< SPANDREL

MIDSPAN

3-12

COLUMN

< SPANDREL

MIDSPAN

3-11

COLUMN

< SPANDREL

MIDSPAN

3-10

COLUMN

< SPANDREL

16+93.69

16+79.02

16+64.67

16+50.31

16+35.96

16+21.60

16+07.25

15+92.90

3

2

1

3

2

1

3

2

1

3

2

1

3

2

1

3

2

1

3

2

1

3

2

1

0.93

828.14

828.22

0.75

828.62

828.68

0.95

829.02

829.10

0.75

829.42

829.48

0.95

829.75

829.83

0.75

830.08

830.14

0.95

830.34

830.42

0.75

830.61

830.67

0.93

828.47

828.55

0.75

828.95

829.01

0.95

829.35

829.43

0.75

829.76

829.82

0.95

830.08

830.16

0.75

830.42

830.48

0.95

830.67

830.75

0.75

830.94

831.00

0.93

828.50

828.58

0.75

828.98

829.04

0.95

829.38

829.46

0.75

829.78

829.84

0.95

830.11

830.19

0.75

830.44

830.50

0.95

730.70

830.78

0.75

830.97

831.03

0.93

828.76

828.84

0.75

829.24

829.30

0.95

829.64

829.72

0.75

830.04

830.10

0.95

830.37

830.45

0.75

830.70

830.76

0.95

830.96

831.04

0.75

831.23

831.29

LOCATION STATION

A B C

36.0 24.3 23.0 0.0

POINT< ROADWAY

WORKING LINE


0.78

819.86

819.92

0.75

820.10

820.17

0.75

820.61

820.67

0.75

821.12

821.18

0.75

821.62

821.68

0.75

822.12

822.18

0.75

822.62

822.69

0.75

823.13

823.19

0.78

819.40

819.46

0.75

818.64

819.71

0.75

820.15

820.21

0.75

820.66

820.72

0.75

821.16

821.22

0.75

821.64

821.72

0.75

822.16

822.23

0.75

822.67

822.73

0.78

819.38

819.44

0.75

819.11

819.68

0.75

820.13

820.19

0.75

820.63

820.69

0.75

821.14

821.20

0.75

821.64

821.70

0.75

822.13

822.20

0.75

822.64

822.70

0.78

819.14

819.20

0.75

819.38

819.45

0.75

819.89

819.95

0.75

820.40

820.46

0.75

820.90

820.96

0.75

821.40

821.46

0.75

821.90

821.97

0.75

822.41

822.47

3

2

1

3

2

1

3

2

1

3

2

1

3

2

1

3

2

1

3

2

1

3

2

1

19+48.95

19+42.02

19+27.54

19+13.06

18+98.71

18+84.35

18+70.00

18+55.65

MIDSPAN

WEST

PIER 4

< CAP BEAM

MIDSPAN

4-6

COLUMN

< SPANDREL

MIDSPAN

4-5

COLUMN

< SPANDREL

MIDSPAN

4-4

COLUMN

< SPANDREL

0.75

817.85

817.91

0.75

818.10

818.17

0.75

818.35

818.42

0.75

818.61

818.67

0.75

818.86

818.92

0.75

819.11

819.17

0.75

819.36

819.43

0.75

819.62

819.68

0.75

817.39

817.45

0.75

817.64

817.71

0.75

817.89

817.96

0.75

818.15

818.21

0.75

818.40

818.46

0.75

818.65

818.71

0.75

818.90

818.97

0.75

819.16

819.22

0.75

817.37

817.43

0.75

817.61

817.68

0.75

817.86

817.93

0.75

818.12

818.18

0.75

818.37

818.43

0.75

818.62

818.68

0.75

818.87

818.94

0.75

819.13

819.19

0.75

817.13

817.19

0.75

817.38

817.45

0.75

817.63

817.70

0.75

817.89

817.95

0.75

818.14

818.20

0.75

818.39

818.45

0.75

818.64

818.71

0.75

818.90

818.96

3

2

1

3

2

1

3

2

1

3

2

1

3

2

1

3

2

1

3

2

1

3

2

1

20+06.36

19+99.19

19+92.01

19+84.83

19+77.66

19+70.48

19+63.18

19+55.88

MIDSPAN

5-2

COLUMN

< SPANDREL

MIDSPAN

5-1

COLUMN

< SPANDREL

MIDSPAN

5-0

COLUMN

< SPANDREL

MIDSPAN

EAST

PIER 4

< CAP BEAM

LOCATION STATION

0.0

POINT

D

23.0

E

24.3

F

36.0

< ROADWAY

WORKING LINE


LOCATION STATION

0.0

POINT

D

23.2

E

24.5

F

36.2

< ROADWAY

WORKING LINE


LOCATION STATION

0.0

POINT

D

23.8

E

25.1

F

36.9

< ROADWAY

WORKING LINE


CAP BEAM

ABUTMENT

< EAST

20+13.53

3

2

1

0.75

817.60

817.66

0.75

817.14

817.20

0.75

817.12

817.18

0.75

816.88

816.94

MIDSPAN 20+21.48

3

2

1

0.75

817.32

817.39

0.75

816.86

816.93

0.75

817.05

817.12

0.75

817.04

817.11

0.75

817.02

817.09

0.75

816.55

816.61

0.75

817.00

817.06

0.75

817.22

817.29

3

2

1

20+30.01

CAP BEAM

APPROACH

< EAST

A B C

36.0 24.3 23.0

0.75

816.88

816.94

0.75

817.12

817.18

0.75

817.14

817.20

A B C

36.0 24.3 23.0

0.75

816.82

816.89

0.75

816.83

816.90

0.75

816.86

816.93

A B C

36.0 24.3 23.0

0.75

816.76

816.83

0.75

816.53

816.60

0.75

816.56

816.63

3 - ESTIMATED OVERLAY THICKNESS (INCHES)

2 - ELEVATIONS AT TOP OF DECK PANELS

1 - ELEVATIONS AT TOP OF ROADWAY

NOTES:

2.

1.


41308

AS-BUILT - DECK ELEVATION TABLE (2 OF 2)

TIME DEPENDENT EFFECTS.

DUE TO THERMAL AND

SUBJECTED TO CHANGE

ELEVATIONS ARE

RECOMMENDED. THESE

BRIDGE DECK SURFACE IS

COMPLETE SURVEY OF THE

HERE ARE THEORETICAL. A

ELEVATIONS PRESENTED

ELEVATION TABLE 1 OF 2).

SEE SHEET B141 (DECK

FOR ADDITIONAL NOTES,

MADE.

PROFILE ADJUSTMENTS ARE

IS COMPLETED AND ANY

PLACED UNTIL THE REVIEW

OVERLAY SHALL NOT BE

ENGINEER FOR REVIEW.

SHALL PROVIDE DATA TO

PANELS ARE SET AND

ELEVATIONS AFTER DECK

SURVEY THE TOP OF DECK

CONTRACTOR SHALL

1

SHEET

LAST REVISION:

CHECKED BY:

CAD BY:

DESIGN BY:

DATE



LICENSE NO.


BRIDGE 2441 S.P. 027-605-029


B176

8/14/2014

ET

MARK

BARLENGTHNO SHAPE LOCATION

TYPE

PANEL

DECK PANELS

BILL OF REINFORCEMENT

MARK


TYPE

PANEL

CB

CB

DECK PANELS (CONT.)


SUPERSTRUCTURE SLAB BAR LIST (1 OF 5)


41308

A

B

B1

B2

B3

B4

C

D

E

F

G

G1

H

H1

J1

J2

K

K1

L1

L2

L3

L4

F

10"

…"

…"

10"

9ƒ" (S5015E)

6‚" (S5014E)

9ƒ

" (S

5015

E)

6‚

" (S

5014

E)

4†

" (S

5015

E)

8„

" (S

5014

E)

2'-1…" (S5015E)

1'-5" (S5014E)

1'-

1‡

" (S

5015

E)

1'-

2„

" (S

5014

E)

S5016E

2'-4"

2'-0"

2'-•

"

1'-9ƒ" (S8023E)

1'-7†" (S8022E)

1'-

6‚

" (S

8023

E)

1'-

5•

" (S

8022

E)

1'-6‚" (S8023E)

1'-5•" (S8022E)

& S8024E

S8022E, S8023E

S5014E & S5015E

VARIES FROM 5'-10‚" TO 5'-•" (S5034E)

VARIES FROM 5'-7ƒ" TO 3'-9†" (S6033E)

S6037E, S5038E, S5039E & S5040E

S6033E, S5034E, S5035E, S5036E,

S8023E

S8022E

S8021E

S6019E

S5016E

S5015E

S5014E

S5013E

S7002E

S8001E

S8024E

S8023E

S8022E

S8021E

S5020E

S6019E

S5007E

S7002E

S8001E

S5018E

S6017E

S7002E

S8001E

S5016E

S5015E

S5014E

S5013E

S5012E

S5011E

S6010E

S7002E

S8001E

S5009E

S6008E

S5007E

S7002E

S8001E

S5007E

S5006E

S6005E

S7002E

S8001E

S5007E

S5006E

S6005E

S7002E

S8001E

S5007E

S5006E

S6005E

S7002E

S8001E

S5007E

S5006E

S6005E

S7002E

S8001E

S5004E

S6003E

S7002E

S8001E

4

4

24

28

1

2

26

3

21

21

4

4

4

24

28

28

27

19

19

28

28

23

23

1

2

26

3

2

26

28

15

15

28

28

27

12

12

27

28

28

17

17

27

28

28

17

17

27

28

28

17

17

27

28

28

17

17

28

28

21

21

6'-1•"

5'-9…"

4'-0"

9'-0"

9'-3"

6'-5†"

5'-8„"

29'-4•"

29'-4•"

29'-4•"

6'-5•"

6'-1•"

5'-9…"

4'-0"

8'-11"

9'-0"

3'-3"

29'-4•"

29'-4•"

10'-7"

10'-8"

29'-4•"

29'-4•"

9'-3"

6'-5†"

5'-8„"

29'-4•"

7'-0•"

6'-8•"

6'-6"

29'-4•"

29'-4•"

6'-1"

6'-2"

3'-3"

29'-4 •"

29'-4 •"

3'-3"

8'-1"

8'-2"

29'-4•"

29'-4•"

3'-3"

8'-1"

8'-2"

29'-4•"

29'-4•"

3'-3"

8'-1"

8'-2"

29'-4•"

29'-4•"

3'-3"

8'-1"

8'-2"

29'-4•"

29'-4•"

9'-9"

9'-10"

29'-4•"

29'-4•"

BENT

BENT

STR

STR

BENT

BENT

BENT

STR

STR

STR

BENT

BENT

BENT

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

BENT

BENT

BENT

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

D/OPENING

D/OPENING

D/OPENING

D/T (B)

P/TIE

P/TIE

C/TIE

C/L (T)

D/L (T)

D/L (B)

D/OPENING

D/OPENING

D/OPENING

D/OPENING

D/T (T)

D/T (B)

B/T (T)

D/L (T)

D/L (B)

D/T (T)

D/T (B)

D/L (T)

D/L (B)

P/TIE

P/TIE

C/TIE

C/L (T)

D/T (T)

D/T (T)

D/T (B)

D/L (T)

D/L (B)

D/T (T)

D/T (B)

B/T (T)

D/L (T)

D/L (B)

B/T (T)

D/T (T)

D/T (B)

D/L (T)

D/L (B)

B/T (T)

D/T (T)

D/T (B)

D/L (T)

D/L (B)

B/T (T)

D/T (T)

D/T (B)

D/L (T)

D/L (B)

B/T (T)

D/T (T)

D/T (B)

D/L (T)

D/L (B)

D/T (T)

D/T (B)

D/L (T)

D/L (B)

K'''

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

BENT

BENT

BENT

STR

STR

STR

STR

STR

STR

STR

BENT

BENT

BENT

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

BENT

1'-

7" (S

8024

E)

1'-11ƒ" (S8024E) 1'-7" (S8024E)

VARIES FROM 5'-2" TO 4'-4‚" (S5040E)

VARIES FROM 5'-3†" TO 5'-2ƒ" (S5039E)

VARIES FROM 6'-2‚" TO 5'-4•" (S5038E)


VARIES FROM 4'-10" TO 4'-0•" (S5036E)


NOTES:

1

BAR NOT INCLUDED IN PANEL F'

BAR NOT INCLUDED IN PANEL E'

2

2

2

2

2

1

1

1

1

S5041E

S5007E

S5006E

S5041E

S5007E

S5006E

S5041E

S5007E

S5006E

S6045E

S7043E

S8042E

S5007E

S5006E

S6044E

S7043E

S8042E

S5004E

S5193E

S5004E

S5041E

S5004E

S7194E

S8193E

S5040E

S5039E

S5038E

S6037E

S5016E

S5015E

S5014E

S5013E

S7002E

S8001E

S7194E

S8193E

S5036E

S5035E

S5034E

S6033E

S5016E

S5015E

S5014E

S5013E

S7002E

S8001E

S5032E

S6031E

S7002E

S8001E

S5030E

S6029E

S7002E

S8001E

S5028E

S6027E

S7002E

S8001E

S5006E

S6005E

S7002E

S8001E

S5026E

S5025E

S8024E

34

13

28

34

13

28

34

13

28

14

17

17

13

14

14

21

21

14

42

28

42

28

5

5

13

2

13

28

1

2

26

3

9

9

5

5

13

2

13

28

1

2

26

3

8

8

28

28

12

12

28

28

13

13

28

28

16

16

28

28

17

17

2

26

4

D/L (B) & (T)

B/T (T)

D/T (B) & (T)

D/L (B) & (T)

B/T (T)

D/T (B) & (T)

D/L (B) & (T)

B/T (T)

D/T (B) & (T)

D/T (B)

D/L (T)

D/L (B)

B/T (T)

D/T (T)

D/T (B)

D/L (T)

D/L (B)

D/T (T)

D/L (B) & (T)

D/T (B) & (T)

D/L (B) & (T)

D/T (B) & (T)

D/L (T)

D/L (B)

D/T (T) SERIES

D/T (T) SERIES

D/T (T) SERIES

D/T (B) SERIES

P/TIE

P/TIE

C/TIE

C/L (T)

D/L (T)

D/L (B)

D/L (T)

D/L (B)

D/T (T) SERIES

D/T (T) SERIES

D/T (T) SERIES

D/T (B) SERIES

P/TIE

P/TIE

C/TIE

C/L (T)

D/L (T)

D/L (B)

D/T (T)

D/T (B)

D/L (T)

D/L (B)

D/T (T)

D/T (B)

D/L (T)

D/L (B)

D/T (T)

D/T (B)

D/L (T)

D/L (B)

D/T (T)

D/T (B)

D/L (T)

D/L (B)

D/T (T)

D/T (T)

D/OPENING

7/22/2015

B143R

14'-9‚"

3'-3"

8'-1"

14'-9‚"

3'-3"

8'-1"

14'-9‚"

3'-3"

8'-1"

8'-1"

14'-10ƒ"

14'-10ƒ"

3'-3"

8'-1"

9'-9"

14'-10ƒ"

14'-10ƒ"

9'-9"

15'-0‚"

9'-9"

14'-9‚"

9'-9"

28'-7"

28'-7"

4'-9„"

5'-3‚"

5'-9…"

5'-0ƒ"

9'-3"

6'-5†"

5'-8„"

29'-4•"

29'-4•"

29'-4•"

28'-7"

28'-7"

4'-5„"

4'-11‚"

5'-5…"

4'-8ƒ"

9'-3"

6'-5†"

5'-8„"

29'-4•"

29'-4•"

29'-4•"

6'-4"

6'-5"

29'-4•"

29'-4•"

6'-9"

6'-10"

29'-4•"

29'-4•"

7'-9•"

7'-10•"

29'-4•"

29'-4•"

8'-1"

8'-2"

29'-4•"

29'-4•"

9'-6•"

9'-2•"

6'-5•"

SHEET

LAST REVISION:

CHECKED BY:

CAD BY:

DESIGN BY:

DATE



LICENSE NO.


BRIDGE 2441 S.P. 027-605-029


B176

8/14/2014

ET

MARK


TYPE

PANEL

DECK PANELS


MARK


TYPE

PANEL

CB

CB

DECK PANELS (CONT.)



S8072E

S8071E

S5070E

S5069E

S5068E

S6067E

S6066E

S6065E

S7064E

S8063E

S6062E

S7059E

S8058E

S5046E

S5007E

S6062E

S7059E

S8058E

S5046E

S5007E

S6062E

S7059E

S8058E

S5046E

S5007E

S5061E

S6060E

S7059E

S8058E

S7059E

S8058E

S6044E

S5004E

S5057E

S5056E

S5041E

S5014E

S5055E

S5054E

S5041E

S5014E

S5053E

S5052E

S5041E

S5014E

S5051E

S5050E

S5049E

S5041E

S5014E

S5011E

S5048E

S6047E

S7043E

S8042E

S5014E

S5011E

S5046E

S5041E

S5007E

2

12

1

1

12

1

1

12

16

16

16

20

20

16

15

16

20

20

16

15

16

20

20

16

15

16

16

18

18

21

21

16

16

14

14

35

14

14

14

39

14

14

14

37

14

13

13

1

35

14

1

3

14

15

15

14

14

28

40

13

BENT

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

BENT

STR

STR

STR

BENT

STR

STR

STR

BENT

STR

STR

STR

STR

BENT

STR

STR

STR

STR

STR

BENT

STR

STR

STR

STR

D/OPENING

D/OPENING

D/T (T)

D/T (T)

D/T (T)

D/T (B)

D/T (B)

D/T (B)

D/L (T) SERIES

D/L (B) SERIES

D/T (B)

D/L (T)

D/L (B)

D/T (T)

B/T (T)

D/T (B)

D/L (T)

D/L (B)

D/T (T)

B/T (T)

D/T (B)

D/L (T)

D/L (B)

D/T (T)

B/T (T)

D/T (T)

D/T (B)

D/L (T)

D/L (B)

D/L (T)

D/L (B)

D/T (B)

D/T (T)

D/T (T) SERIES

D/T (B) SERIES

D/L (B) & (T) & C/L (T)

C/TIE

D/T (T) SERIES

D/T (B) SERIES

D/L (B) & (T) & C/L (T)

C/TIE

D/T (T) SERIES

D/T (B) SERIES

D/L (B) & (T) & C/L (T)

C/TIE

D/T (T) SERIES

D/T (B) SERIES

D/T (B)

D/L (B) & (T) & C/L (T)

C/TIE

D/T (T)

C/L (T)

D/T (B)

D/L (T)

D/L (B)

C/TIE

D/T (T)

D/T (B) & (T)

D/L (B) & (T)

B/T (T)

S5106E

S5105E

S5104E

S5103E

S6102E

S6101E

S6100E

S7099E

S8098E

S6031E

S5016E

S5015E

S5014E

S6097E

S5048E

S7043E

S8042E

S5025E

S5014E

S5096E

S5041E

S5025E

S5014E

S6095E

S7043E

S8042E

S5020E

S5007E

S5041E

S5020E

S5007E

S6094E

S7043E

S8042E

S5018E

S5041E

S5018E

S5093E

S5092E

S5091E

S5090E

S5089E

S5088E

S5087E

S5086E

S5085E

S6084E

S6083E

S6082E

S6081E

S7080E

S7079E

S7078E

S8077E

S8076E

S8075E

S5012E

S5016E

S8074E

S8073E

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

BENT

BENT

BENT

STR

STR

STR

STR

STR

BENT

STR

STR

STR

BENT

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

BENT

BENT

BENT

BENT

BENT

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

BENT

BENT

BENT


41308

6'-11ƒ"

4'-6"

2'-4†"

5'-7‡"

7'-6•"

2'-4†"

5'-7‡"

7'-6•"

14'-0ƒ"

14'-0ƒ"

9'-4"

17'-1"

17'-1"

9'-4"

3'-3"

9'-4"

17'-1"

17'-1"

9'-4"

3'-3"

9'-4"

17'-1"

17'-1"

9'-4"

3'-3"

8'-5•"

8'-5•"

17'-1"

17'-1"

17'-1"

17'-1"

9'-9"

9'-9"

6'-10„"

7'-1„"

14'-9‚"

5'-8„"

7'-7…"

7'-10…"

14'-9‚"

5'-8„"

7'-1†"

7'-4†"

14'-9‚"

5'-8„"

6'-8‚"

6'-11‚"

6'-5•"

14'-9‚"

5'-8„"

6'-8•"

14'-10ƒ"

6'-5•"

14'-10ƒ"

14'-10ƒ"

5'-8„"

6'-8•"

9'-4"

14'-9‚"

3'-3"

L5

M1

M2

M3

M4

M5

N

N1

P

P1

P2

Q

R

S

S1

T

T1

U

U1

V

Q

1'-4‡" (S8073E)

1'-2ƒ" (S8072E)

2'-

1„

" (S

8073

E)

2'-

…" (S

8072

E)

2'-1„" (S8073E)

2'-…" (S8072E)

6'-8‡"

10" …"

4†

" (S

5093

E)

8„

" (S

5092

E)

2'-1…" (S5093E)

1'-5" (S5092E)

1'-

3†

" (S

5093

E)

1'-

3…

" (S

5092

E)

S5092E & S5093E

…"

10"

10„" (S5093E)

6ƒ" (S5092E)

10„

" (S

5093

E)

6ƒ

" (S

5092

E)

NOTES:

S8072E, S8073E & S8074E

S5089E, S5090E & S5091E

S5054E, S5055E, S5056E & S5057E

S5050E, S5051E, S5052E, S5053E,



LOCATED ON SHEET B146 (SUPERSTRUCTURE SLAB BAR LIST 4 OF 5).

S7080E, S6082E, S6083E, S5086E, S5087E, S8098E AND S7099E ARE

BAR BENDING DIAGRAMS FOR BARS S8063E, S7064E, S8075E THRU


BAR BENDING DIAGRAMS FOR BARS S5014E, S5015E AND S5016E ARE

2.

1.

1

3

2

25

1

1

3

15

15

27

1

5

25

14

3

21

21

14

14

14

45

14

14

14

19

19

14

13

38

28

13

14

23

23

14

46

28

2

18

1

1

2

1

4

5

5

1

4

5

7

5

5

6

4

5

6

2

1

2

2

D/T (T)

D/T (T)

D/T (T)

D/T (T)

D/T (B)

D/T (B)

D/T (B)

D/L (T) SERIES

D/L (B) SERIES

D/T (B)

P/TIE

P/TIE

C/TIE

D/T (B)

C/L (T)

D/L (T)

D/L (B)

D/T (T)

C/TIE

D/T (B)

D/L (B) & (T) & C/L (T)

D/T (T)

C/TIE

D/T (B)

D/L (T)

D/L (B)

D/T (T)

B/T (T)

D/L (B) & (T)

D/T (B) & (T)

B/T (T)

D/T (B)

D/L (T)

D/L (B)

D/T (T)

D/L (B) & (T)

D/T (B) & (T)

P/TIE

C/TIE

C/L (T)

C/L (T)

D/L (B) & C/L (T)

D/T (T)

D/T (T) SERIES

D/T (T) SERIES

D/T (T)

D/T (B)

D/T (B) SERIES

D/T (B) SERIES

D/T (B)

D/L (T) SERIES

D/L (T) SERIES

D/L (T) SERIES

D/L (B) SERIES

D/L (B) SERIES

D/L (B) SERIES

D/T (T)

P/TIE

D/OPENING

D/OPENING

2'-

1‡

" (S

8074

E)

1'-6‡" (S8074E) 2'-1‡" (S8074E)

10'-8‚" (S

5089E)

1'-7ƒ" (S

5091E)

VARIES FROM 7'-0ƒ" TO 6'-7•" (S5057E)

VARIES FROM 7'-3ƒ" TO 6'-10•" (S5056E)

VARIES FROM 7'-10" TO 7'-4ƒ" (S5055E)


VARIES FROM 7'-4‚" TO 6'-11" (S5053E)

VARIES FROM 7'-7‚" TO 7'-2" (S5052E)

3 BAR NOT INCLUDED IN PANEL Q

3

3

3

3

1'-10•" (S

5090E)

1'-11ƒ

" (S

5089E)

11'-8‚" (S

5090E)

12'-7" (S

5089E)

9'-6" (S5091E)

10'-0" (S5090E)

R 11'-0" (S5089E)

6'-3…"

7'-5•"

7'-0"

6'-8"

3'-0„"

6'-3…"

7'-5•"

32'-5„"

32'-5„"

6'-5"

9'-3"

6'-5†"

5'-8„"

8'-11•"

14'-10ƒ"

14'-10ƒ"

14'-10ƒ"

9'-2•"

5'-8„"

8'-11•"

14'-9‚"

9'-2•"

5'-8„"

8'-11"

14'-10ƒ"

14'-10ƒ"

8'-11"

3'-3"

14'-9‚"

8'-11"

3'-3"

10'-7"

14'-10ƒ"

14'-10ƒ"

10'-7"

14'-9‚"

10'-7"

6'-8"

5'-10"

18'-1"

19'-2•"

20'-1•"

1'-6•"

4'-2„"

6'-4"

6'-8•"

1'-0•"

3'-10„"

6'-0"

6'-5•"

10'-9•"

14'-6ƒ"

16'-6"

11'-2•"

14'-0ƒ"

16'-2"

7'-0•"

9'-3"

7'-8„"

7'-3‡"

3/30/2015

B144R

SHEET

LAST REVISION:

CHECKED BY:

CAD BY:

DESIGN BY:

DATE



LICENSE NO.


BRIDGE 2441 S.P. 027-605-029


B176

8/14/2014

ET

MARK


TYPE

PANEL

DECK PANELS


MARK


TYPE

PANEL

CB

CB

DECK PANELS (CONT.)



S5015E

S5014E

S5114E

S7112E

S8111E

S8110E

S5016E

S5015E

S5014E

S5012E

S5011E

S6010E

S5113E

S7112E

S8111E

S8110E

S5020E

S6019E

S5007E

S7112E

S8111E

S8110E

S5020E

S6019E

S5007E

S7112E

S8111E

S8110E

S5007E

S5006E

S6005E

S7112E

S8111E

S8110E

S5018E

S6017E

S7112E

S8111E

S8110E

S5004E

S6003E

S5109E

S5108E

S5107E

S5106E

S5105E

S5104E

S5103E

S6102E

S6101E

S6100E

S7099E

S8098E

S6031E

S5016E

S5015E

S5014E

S5109E

S5108E

S5107E

2

25

3

15

15

15

1

2

25

2

25

31

8

19

19

19

27

31

18

19

19

19

27

31

26

17

17

17

26

27

31

23

23

23

27

31

21

21

21

27

31

1

3

1

1

3

2

25

1

1

3

15

15

27

1

5

25

1

3

1

BENT

BENT

STR

STR

BENT

BENT

BENT

BENT

BENT

STR

STR

STR

BENT

STR

BENT

BENT

STR

STR

STR

STR

BENT

BENT

STR

STR

STR

STR

BENT

BENT

STR

STR

STR

STR

BENT

BENT

STR

STR

STR

BENT

BENT

STR

STR

BENT

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

BENT

BENT

BENT

BENT

STR

STR

P/TIE

C/TIE

C/L (T)

D/L (T)

D/L (B)

D/L (B)

P/TIE

P/TIE

C/TIE

D/T (T)

D/T (T)

D/T (B)

B/T (T)

D/L (T)

D/L (B)

D/L (B)

D/T (T)

D/T (B)

B/T (T)

D/L (T)

D/L (B)

D/L (B)

D/T (T)

D/T (B)

B/T (T)

D/L (T)

D/L (B)

D/L (B)

B/T (T)

D/T (T)

D/T (B)

D/L (T)

D/L (B)

D/L (B)

D/T (T)

D/T (B)

D/L (T)

D/L (B)

D/L (B)

D/T (T)

D/T (B)

P/TIE

C/L (T)

D/T (T)

D/T (T)

D/T (T)

D/T (T)

D/T (T)

D/T (B)

D/T (B)

D/T (B)

D/L (T) SERIES

D/L (B) SERIES

D/T (B)

P/TIE

P/TIE

C/TIE

P/TIE

C/L (T)

D/T (T)


41308

6'-5†"

5'-8„"

28'-6„"

28'-6„"

6'-0…"

29'-5„"

9'-3"

6'-5†"

5'-8„"

7'-0•"

6'-8•"

6'-6"

3'-10"

28'-6„"

6'-0…"

29'-5„"

8'-11"

9'-0"

3'-3"

28'-6„"

6'-0…"

29'-5„"

8'-11"

9'-0"

3'-3"

28'-6„"

6'-0…"

29'-5„"

3'-3"

8'-1"

8'-2"

28'-6„"

6'-0…"

29'-5„"

10'-7"

10'-8"

28'-6„"

6'-0…"

29'-5„"

9'-9"

9'-10"

9'-2"

29'-8"

3'-0„"

6'-3…"

7'-5•"

7'-0"

6'-8"

3'-0„"

6'-3…"

7'-5•"

32'-5„"

32'-5„"

6'-5"

9'-3"

6'-5†"

5'-8„"

9'-2"

29'-8"

3'-0„"

V1

W1

W2

X1

X2

X3

Y1

Y2

Y3

AS1

AS2

AS3

AS4

AS5

AS6

AS7

Y2

V S5109E

2'-4"

1'-

10"

3'-3" (S5113E)

28'-6„" (S8110E)

S8115E & S8123E

S8110E, S5113E,

VARIES FROM 16'-7…" TO 15'-6ƒ" (S8127E)

VARIES FROM 18'-11ƒ" TO 18'-5…" (S8125E)

S8131E, S8134E & S8136E

S8125E, S8127E, S8129E,

NOTES:

17'-6‡" (S8123E)

28'-6„" (S8115E)


VARIES FROM 18'-7•" TO 17'-9‚" (S8134E)

VARIES FROM 18'-4ƒ" TO 17'-10ƒ" (S8131E)

VARIES FROM 17'-9‚" TO 16'-8†" (S8129E)

FOR BARS S8116E AND 7118E, HOOK IS ORIENTED 90° FROM PLAN.

ON SHEET B146 (SUPERSTRUCTURE SLAB BAR LIST 4 OF 5).

S7124E, S7126E, S7128E, S7130E, S7132E, AND S7135E ARE LOCATED

BAR BENDING DIAGRAMS FOR BARS S8098E, S7099E, S6119E, S5120E,



3

2.

1.

15'-0•" (S8116E)

2'-1‡" (S8111E)

3

3

7/27/2015

B145R

S8111E, S8116E, S7118E, S8195E, & S7196E

15'-0•" (S7196E)

15'-0•" (S7118E)

15'-0•" (S8195E)

13'-6†" (S8116E)

1'-6" (S8111E)

12'-8‚" (S7196E)

13'-6†" (S7118E)

12'-8‚" (S8195E)

VA

RIE

S

FR

OM

11‚

"

TO 1†

" (S

8116

E)

1'-

6" (S

8111E)

VA

RIE

S

FR

OM

8"

TO 3" (S

7196

E)

VA

RIE

S

FR

OM

11‚

"

TO 1†

" (S

7118

E)

VA

RIE

S

FR

OM

8"

TO 3" (S

8195

E)

S8136E

S8111E

S6019E

S5009E

S5007E

S7135E

S8134E

S8111E

S5020E

S6019E

S5007E

S6133E

S7132E

S8131E

S8111E

S5046E

S5007E

S7130E

S8129E

S8111E

S5018E

S6017E

S7128E

S8127E

S8111E

S5018E

S6017E

S7126E

S8125E

S8111E

S5004E

S6003E

S7124E

S8123E

S8111E

S5004E

S6003E

S7196E

S8195E

S5122E

S5121E

S5120E

S6119E

S7118E

S7117E

S8116E

S8115E

S8111E

S5026E

S5025E

S6019E

S5016E

S5015E

S5014E

S5114E

S7112E

S8111E

S8110E

S5026E

S5025E

S6019E

S5016E

19

19

21

17

16

19

19

19

17

21

16

21

20

20

20

17

16

23

23

23

16

20

23

23

23

15

19

21

21

21

17

21

21

21

21

16

20

2

2

3

3

13

13

5

14

5

14

21

2

12

18

1

2

25

3

21

21

21

2

25

31

1

19'-0‡"

6'-0…"

9'-0"

6'-1"

3'-3"

18'-2…"

19'-1…"

6'-0…"

8'-11"

9'-0"

3'-3"

9'-5"

18'-1ƒ"

19'-0ƒ"

6'-0…"

9'-4"

3'-3"

17'-3"

18'-2"

6'-0…"

10'-7"

10'-8"

16'-1„"

17'-0„"

6'-0…"

10'-7"

10'-8"

18'-8†"

19'-7†"

6'-0…"

9'-9"

9'-10"

17'-7"

18'-6"

6'-0…"

9'-9"

9'-10"

27'-9"

28'-8"

14'-2‚"

15'-9•"

8'-9…"

8'-6ƒ"

28'-6‚"

28'-6„"

29'-5‚"

29'-5„"

6'-0…"

9'-6•"

9'-2•"

9'-0"

9'-3"

6'-5†"

5'-8„"

28'-6„"

28'-6„"

6'-0…"

29'-5„"

9'-6•"

9'-2•"

9'-0"

9'-3"

BENT

BENT

STR

STR

STR

STR

BENT

BENT

STR

STR

STR

STR

STR

BENT

BENT

STR

STR

STR

BENT

BENT

STR

STR

STR

BENT

BENT

STR

STR

STR

BENT

BENT

STR

STR

STR

BENT

BENT

STR

STR

BENT

BENT

STR

STR

STR

STR

BENT

STR

BENT

BENT

BENT

STR

STR

STR

BENT

BENT

BENT

STR

STR

BENT

BENT

STR

STR

STR

BENT

D/L (B) SERIES

D/L (B)

D/T (B)

D/T (T)

B/T (T)

D/L (T) SERIES

D/L (B) SERIES

D/L (B)

D/T (T)

D/T (B)

B/T (T)

D/T (B)

D/L (T) SERIES

D/L (B) SERIES

D/L (B)

D/T (T)

B/T (T)

D/L (T) SERIES

D/L (B) SERIES

D/L (B)

D/T (T)

D/T (B)

D/L (T) SERIES

D/L (B) SERIES

D/L (B)

D/T (T)

D/T (B)

D/L (T) SERIES

D/L (B) SERIES

D/L (B)

D/T (T)

D/T (B)

D/L (T) SERIES

D/L (B) SERIES

D/L (B)

D/T (T)

D/T (B)

D/L (T) SERIES

D/L (B) SERIES

C/L (T)

C/L (T)

D/T (T) SERIES

D/T (B) SERIES

D/L (T) SERIES

D/L (T)

D/L (B) SERIES

D/L (B)

D/L (B)

D/T (T)

D/T (T)

D/T (B)

P/TIE

P/TIE

C/TIE

C/L (T)

D/L (T)

D/L (B)

D/L (B)

D/T (T)

D/T (T)

D/T (B)

P/TIE

3

3

SHEET

LAST REVISION:

CHECKED BY:

CAD BY:

DESIGN BY:

DATE



LICENSE NO.


BRIDGE 2441 S.P. 027-605-029


B176

8/14/2014B146

ET

MARK


TYPE

PANEL

DECK PANELS


CB

CB SUPERSTRUCTURE SLAB BAR LIST (4 OF 5)

S5157E

S5156E

S5155E

S5154E

S6153E

S6152E

S6151E

S7150E

S8149E

S8111E

S5016E

S5015E

S5014E

S5148E

S7147E

S8146E

S8111E

S5026E

S5025E

S6019E

S5016E

S5015E

S5014E

S5145E

S5144E

S5143E

S5142E

S6141E

S7140E

S8139E

S8111E

S5016E

S5015E

S5014E

S5138E

S7137E

3

9

2

7

9

2

7

23

23

23

1

2

16

3

21

21

21

2

16

22

1

2

16

3

9

2

7

22

18

18

18

1

2

16

17

19

STR

STR

STR

STR

STR

STR

STR

STR

BENT

BENT

BENT

BENT

BENT

STR

STR

BENT

BENT

STR

STR

STR

BENT

BENT

BENT

STR

STR

STR

STR

STR

STR

BENT

BENT

BENT

BENT

BENT

STR

STR


41308

19'-7‡"

9'-4„"

9'-6ƒ"

9'-11•"

9'-1†"

9'-4‚"

9'-9"

19'-1‡"

20'-0ƒ"

6'-0…"

9'-3"

6'-5†"

5'-8„"

19'-8‡"

19'-4"

20'-2ƒ"

6'-0…"

9'-6•"

9'-2•"

9'-0"

9'-3"

6'-5†"

5'-8„"

19'-5•"

7'-6„"

7'-8‚"

7'-10„"

7'-5…"

19'-3‚"

20'-2„"

6'-0…"

9'-3"

6'-5†"

5'-8„"

8'-1•"

18'-1‡"

AS8

AS9

AS10

AS7

S5138E

3'-6‚"

6‚

"

2‚"

VARIES FROM 19'-9…" TO 18'-10" (S8146E)

VARIES FROM 19'-5‡" TO 19'-…" (S8139E)

S8149E

S8139E, S8146E,

NOTES:

(SUPERSTRUCTURE SLAB BAR LIST 3 OF 5).

BAR BENDING DIAGRAM FOR BAR S8111E IS LOCATED 0N SHEET B145



2.

1.

S5086E, S5087E, S8098E & S7099E

S8078E, S7079E, S7080E, S6082E, S6083E,

S8063E, S7064E, S8075E, S8076E, S8077E,

VARIES FROM 9'-2‚" TO 8'-4‚" (S5120E)


S7128E, S7130E, S7312E, & S7135E

S6119E, S5120E, S7124E, S7126E,

VARIES FROM 19'-6" TO 19'-•" (S7140E)


S6153E, S5154E, S5155E & S5156E

S5144E, S7147E, S7150E, S6151E, S6152E

S7137E, S7140E, S6141E, S5142E, S5143E,

VARIES FROM 18'-7•" TO 17'-9‚" (S7135E)


VARIES FROM 17'-9‚" TO 16'-8†" (S7130E)

VARIES FROM 16'-7…" TO 15'-6ƒ" (S7128E)


VARIES FROM 17'-10„" TO 17'-3ƒ" (S7124E)


VARIES FROM 9'-5†" TO 9'-2•" (S5156E)

VARIES FROM 9'-7„" TO 9'-6…" (S5155E)

VARIES FROM 10'-3" TO 9'-8" (S5154E)

VARIES FROM 9'-3„" TO 9'-0" (S6153E)

VARIES FROM 9'-4†" TO 9'-3‡" (S6152E)

VARIES FROM 10'-0•" TO 9'-5•" (S6151E)

VARIES FROM 19'-7‡" TO 18'-7‡" (S7150E)

VARIES FROM 19'-9†" TO 18'-10‚" (S7147E)

VARIES FROM 7'-7†" TO 7'-4•" (S5144E)

VARIES FROM 7'-8•" TO 7'-8" (S5143E)

VARIES FROM 7'-11‚" TO 7'-8‡" (S5142E)

VARIES FROM 7'-8ƒ" TO 7'-2" (S6141E)

C/L (T)

D/T (T) SERIES

D/T (T) SERIES

D/T (T) SERIES

D/T (B) SERIES

D/T (B) SERIES

D/T (B) SERIES

D/L (T) SERIES

D/L (B) SERIES

D/L (B)

P/TIE

P/TIE

C/TIE

C/L (T)

D/L (T) SERIES

D/L (B) SERIES

D/L (B)

D/T (T)

D/T (T)

D/T (B)

P/TIE

P/TIE

C/TIE

C/L (T)

D/T (T) SERIES

D/T (T) SERIES

D/T (T) SERIES

D/T (B) SERIES

D/L (T) SERIES

D/L (B) SERIES

D/L (B)

P/TIE

P/TIE

C/TIE

D/T (T) SERIES

D/L (T) SERIES


VARIES FROM 15'-„" TO 13'-1‚" (S8063E & S7064E)

VARIES FROM 33'-3ƒ" TO 31'-6…" (S8098E & S7099E)

VARIES FROM 5'-4„" TO 3'-0ƒ" (S5087E)

VARIES FROM 6'-10" TO 5'-10" (S5086E)

VARIES FROM 5'-0†" TO 2'-8‚" (S6083E)


VARIES FROM 12'-10•" TO 6'-7‡" (S7080E)

VARIES FROM 15'-7‚" TO 13'-7•" (S7079E)

VARIES FROM 17'-3‚" TO 15'-11‡" (S8078E)

VARIES FROM 12'-3‚" TO 8'-1•" (S8077E)

VARIES FROM 15'-2•" TO 13'-1„" (S8076E)

SHEET

LAST REVISION:

CHECKED BY:

CAD BY:

DESIGN BY:

DATE



LICENSE NO.


BRIDGE 2441 S.P. 027-605-029


B176

8/14/2014B147

ET

MARK


ITEM UNITTOTAL

QUANTITY

SUMMARY OF QUANTITIES FOR SUPERSTRUCTURE SLAB

CB

CB SUPERSTRUCTURE SLAB BAR LIST (5 OF 5)

TYPE

POUR

ULTRA-HIGH PERFORMANCE C.I.P. CONCRETE CLOSURE POURS


S5192E

S5191E

S5190E

S6189E

S5188E

S6187E

S5186E

S6185E

S5184E

S5183E

S5182E

S6181E

S5180E

S6179E

S5178E

S6177E

S5176E

S5175E

S5174E

S5173E

S5172E

S6171E

S5170E

S7169E

S8168E

S5167E

S8166E

S7165E

S8164E

S7163E

S8162E

S5161E

S5160E

S7159E

S8158E

8

8

8

8

2

2

2

2

4

4

8

8

4

4

36

36

4

4

4

4

2

2

28

14

14

36

42

140

98

110

110

14

14

28

28

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

BENT

STR

STR

STR

BENT

STR

STR

STR

STR

STR

BENT

D/T (T) 6" CP @ P4-E TO 5-2

D/T (B) 6" CP @ P4-E TO 5-2

D/T (T) 9" CP @ 4-5 TO P4-W, AB-E

D/T (B) 9" CP @ 4-5 TO P4-W, AB-E

D/T (T) 9" CP @ 4-3

D/T (B) 9" CP @ 4-3

D/T (T) 9" CP @ 4-2

D/T (B) 9" CP @ 4-2

D/T (T) 6" CP @ CL P2, CL P3

D/T (B) 6" CP @ CL P2, CL P3

D/T (T) 9" CP @ P2-W, P2-E, P3-W, P3-E

D/T (B) 9" CP @ P2-W, P2-E, P3-W, P3-E

D/T (T) 9" CP @ P2-W, P2-E, P3-W, P3-E

D/T (B) 9" CP @ P2-W, P2-E, P3-W, P3-E

D/T (T) 9" CP @ P1-E TO 2-2, 2-4 TO 2-6, 3-1 TO 3-4, 3-6 TO 3-8, 3-10 TO 3-13, 4-1

D/T (B) 9" CP @ P1-E TO 2-2, 2-4 TO 2-6, 3-1 TO 3-4, 3-6 TO 3-8, 3-10 TO 3-13, 4-1

D/T (T) 6" CP @ 1-2 TO P1-W

D/T (B) 6" CP @ 1-2 TO P1-W

D/T (T) 6" CP @ 1-0 TO 1-1

D/T (B) 6" CP @ 1-0 TO 1-1

D/T (T) 9" CP @ AB-W

D/T (B) 9" CP @ AB-W

D/L (B) & (T) 6" CP @ P4-W TO AB-E

D/L (T) 7" CP @ 4-3 TO 4-4

D/L (B) 7" CP @ 4-3 TO 4-4

D/L (B) & (T) 6" CP @ P2-W TO P2-E, P3-W TO P3-E

D/L (B) 7" CP @ 2-5 TO P2-W, 3-1 TO 3-3, 3-11 TO 3-13

D/L (T) 7" CP @ 2-1 TO P2-W, 3-1 TO 3-13, 4-4 TO 4-6

D/L (B) 7" CP @ 2-1 TO 2-5, 3-3 TO 3-11, 4-4 TO 4-6

D/L (T) 7" CP @ P1-E TO 2-1, P2-E TO 3-1, 3-13 TO P3-W, P3-E TO 4-3, 4-6 TO P4-W

D/L (B) 7" CP @ P1-E TO 2-1, P2-E TO 3-1, 3-13 TO P3-W, P3-E TO 4-3, 4-6 TO P4-W

D/L (B) & (T) 6" CP @ 1-0 TO P1-E

D/L (B) & (T) 6" CP @ AB-W TO 1-0

D/L (T) 7" CP @ AP-W TO AB-W, AP-E TO AB-E

D/L (B) 7" CP @ AP-W TO AB-W, AP-E TO AB-E

38'-1‚"

37'-6‚"

38'-5"

37'-10‚"

37'-6"

36'-11‚"

35'-6"

34'-11‚"

40'-11ƒ"

40'-4ƒ"

7'-7•"

7'-7•"

52'-11"

52'-11"

33'-5"

32'-10‚"

33'-10•"

33'-3•"

34'-10"

34'-3"

35'-3ƒ"

34'-9"

36'-11‡"

28'-6„"

29'-5„"

33'-9"

58'-1"

58'-1"

59'-0"

29'-4•"

29'-4•"

57'-11•"

14'-9‚"

19'-0‚"

19'-11‚"


41308

58'-1" (S8164E)

19'-‚" (S8158E)

& S8168E

S8158E, S8164E

TRANSVERSE

LONGITUDINAL

28'-6„" (S8168E)

PRECAST DECK PANELS.

INCLUDED IN THE BID PRICE FOR ALL 1

CASTING ASSEMBLY

2" RIGID METAL CONDUIT 1

STAINLESS STEEL SHEAR STUDS 1

STAINLESS STEEL 1

REINFORCEMENT BARS (EPOXY COATED) 1

UHPC 1

CONCRETE 1

PRECAST DECK PANELS

PREMIXED POLYMER CONCRETE (PPC) WEARING COURSE

EXPANSION JOINT DEVICES TYPE 4

FLOOR DRAIN TYPE B701

EACH

LIN FT

EACH

POUND

POUND

CU YD

CU YD

LUMP SUM

SQ FT

LIN FT

EACH

2

2,080

13,066

76,493

1,369,909

311

2,987

1

70,199

425

4

SHEET

LAST REVISION:

CHECKED BY:

CAD BY:

DESIGN BY:

DATE



LICENSE NO.

Plotted by:cfahey Plotted Date:3/24/2017 Model:SHEET pw:\\pw-int.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\As-Built\CBR2441_RAL001.dgnFile:

BRIDGE 2441 S.P. 027-605-029


B176

8/14/2014

LEGEND:

1.

NOTE:

2.

CL

12'-4"

17'-

0"

17'-

0"

13'-

0"

10'-2†"

17'-

0"

2 3 4

CL PIER 2PIER 1CL

31'-

2"

31'-

2"

TYPE 1A PANEL: 17 @ 14'-4‚"=

TYPE 1A PANEL: 12 @ 14'-4‚"=

14'-4„"

1E

14'-6„"

1B

ORNAMENTAL RAIL PILASTER W/ LIGHT

#

244'-0‚"

ORNAMENTAL RAILING

RD

WY

14 15 16

RD

WY

SHEET FOR DETAILS

SEE BRIDGE LIGHTING

SPAN 1 SPAN 2

SPAN 3

NAVIGATION LIGHTING CONDUIT

BRIDGE LIGHTING CONDUIT

PLAN VIEW STA. 13+25 TO 16+50

10'-0"11'-6"14'-3•"14'-6"14'-2•" 11'-10"11'-10"11'-10"11'-10"14'-6"14'-2•"14'-6"14'-2•"14'-6"14'-3•"11'-6"10'-0" 14'-6"

DEFLECTION JT. TYP

EXPANSION JT.

DEFLECTION JT. TYPEXPANSION JT. EXPANSION JT.

1

1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1

6 @ 14'-6"=87'-0" 14'-6"

1

PILASTER

TYPE 2

PILASTER

TYPE 2

PILASTER

TYPE 4

PILASTER

TYPE 3

PILASTER

TYPE 2

PILASTER

TYPE 5

PILASTER

TYPE 2

PILASTER

TYPE 5

PILASTER

TYPE 2

MA

TC

H

LIN

E

ST

A. 13

+25

MA

TC

H

LIN

E

ST

A. 13

+25

MA

TC

H

LIN

E

ST

A. 16

+50

CL

TYPE 1 UNLESS OTHERWISE NOTED

ORNAMENTAL RAIL PILASTER

ORNAMENTAL RAIL PANEL TYPE

13'-

0"

AJN

NTT

AMK

STRUCTURAL TUBE RAILING

CONCRETE PARAPET TYPE P-2 MOD W/

TAPER PT.

1C

14'-7‚"

RAILING LAYOUT (1 OF 3)

FRANKLIN AVE. BRIDGE & WORKING LINE

FRANKLIN AVE. BRIDGE & WORKING LINE

PA

TH

SH

AR

ED

US

E

SE

E

RAILIN

G

LA

YO

UT (2

OF 3)

PA

TH

SH

AR

ED

US

E

W/ STRUCTURAL TUBE RAILING

CONCRETE PARAPET TYPE P-2 MOD

BELOW (TYP)

CAP BEAM

BELOW (TYP)

CAP BEAM

13'-

0"

ORNAMENTAL RAILING

SPAN 3

FO

R

WE

ST

AP

PR

OA

CH

SE

E

RAILIN

G

LA

YO

UT (3

OF 3)

7'-2„"

WP B WP C

MA

TC

H

LIN

E

ST

A. 9

+99.7

5

PLAN VIEW STA. 9+99.75 TO 13+25

6'-2"

SEE SHEET B152 FOR PILASTER AND PANEL DETAILS.

3. SEE SHEET B151 FOR PARAPET AND TUBE RAILING DETAILS.

SHOP DRAWINGS FOR PRECAST PARAPET OPTION.

P-2 MOD SEGMENT WITH DECK PANEL. CONTRACTOR SHALL PROVIDE

CONTRACTOR HAS OPTION TO PRECAST CONCRETE PARAPET TYPE

-CAP BEAMC.B.

C.B. 3-1 C.B. 3-2 C.B. 3-3 C.B. 3-4 C.B. 3-5 C.B. 3-6 C.B. 3-7 C.B. 3-8 C.B. 3-9 3-12

C.B. C.B. 3-10 C.B. 3-11

C.B. 1-0 C.B. 1-1 C.B. 1-2

C.B. 2-1 C.B. 2-2 C.B. 2-3 C.B. 2-4 C.B. 2-5 C.B. 2-6 3-1

C.B.

11 12 1310

43101

AARON J. NELSON, PROFESSIONAL ENGINEER

B148R

12/03/2015

1'-

2"

2

2

2

14'-2•"14'-6"14'-2•"14'-6"14'-3•"11'-6"10'-0"10'-0"11'-6"14'-3ƒ"14'-6"14'-2•"14'-6"14'-3ƒ"11'-6"10'-0"10'-0"11'-6"14'-3•"14'-6"14'-2•"14'-6"14'-2•"14'-6"14'-2•"14'-6"

2

2

1'-

2"

10'-2†"

MEASURED TO FACE OF PILASTER BASE.

SOUTH

NORTH TYPE 1A PANEL: 9 @ 14'-4‚"= TYPE 1A PANEL: 7 @ 14'-4‚"=

3

3

33

3

3

RAILINGS ARE SYMMETRICAL ABOUT < OF BRIDGE, UNLESS NOTED OTHERWISE.

143'-6•"14'-6‚"172'-3"

129'-2‚"14'-6‚"186'-7‚"TYPE 1A PANEL: 13 @ 14'-4‚"=

TYPE 1A PANEL: 10 @ 14'-4‚"=

TYPE 1A PANEL: 9 @ 14'-4‚"=

SOUTH

NORTH

3

33

3

3

3

3

3

14'-7‚"

2"

100'-5ƒ"

14'-6‚"

129'-2‚"

PRECAST DECK PANELS PER RFI 21.

ARE ADJUSTED HERE FOR FIT-UP WITH

SURVEYED CAP BEAM LOCATION AND

PILASTERS MAY NOT BE CENTERED ON

DETERMINED FROM EXISTING PLANS.

BEAMS SHOWN ON THIS SHEET ARE

REVISED PER RF1 21. LOCATION OF CAP

PILASTER

TYPE 5

1D

1D

1D

SHEET

LAST REVISION:

CHECKED BY:

CAD BY:

DESIGN BY:

DATE



LICENSE NO.


BRIDGE 2441 S.P. 027-605-029


B176

8/14/2014

LEGEND:

1.

NOTE:

2.

12'-

0"

17 18 19

20

13'-

0"

17'-

0"

1'-

2"

12'-

0"

12'-4"10'-2†" 10'-2†"14'-6„"

36'-

2"

2 3 4

#

1B 1C 5 1C

14'-3†"

RD

WY

PLAN VIEW STA. 16+50 TO 19+75

11'-10"14'-6"14'-2•"14'-6"14'-2•" 3 @ 14'-6"=43'-6"14'-6"14'-2•"14'-6"14'-3ƒ"11'-6"10'-0"10'-0"11'-6"14'-3ƒ"14'-6"14'-2•"14'-6"14'-2•"14'-6"11'-10"11'-9‡"11'-9‡"

SPAN 3 SPAN 4 SPAN 5

SPAN 5

4 @ 14'-6"=58'-0"

1 1 1 1 1 1 1 1 1

1

MA

TC

H

LIN

E

ST

A. 16

+50

3 @ 14'-4‚"= 43'-0ƒ"

TYPE 1A PANEL:

DEFLECTION JT. TYP

< PIER 3 < PIER 4

PILASTER

TYPE 3PILASTER

TYPE 4

PILASTER

TYPE 2PILASTER

TYPE 5

EXPANSION JT.

ORNAMENTAL RAILING

PILASTER

TYPE 2

23'-

0"

TYPE 1A PANEL: 12 @ 14'-4‚" = 172'-3"

MA

TC

H

LIN

E

ST

A. 19

+75

DEFLECTION JT. TYP

PILASTER

TYPE 2



ORNAMENTAL RAIL PILASTER TYPE 1 UNLESS OTHERWISE NOTED

MA

TC

H

LIN

E

ST

A. 19

+75


CONCRETE PARAPET TYPE P-2 MOD


< FRANKLIN AVE. BRIDGE & WORKING LINE

US

E

PA

TH

SH

AR

ED

SE

E

RAILIN

G

LA

YO

UT (1 O

F 3)

FO

R

EA

ST

AP

PR

OA

CH

SE

E

RAILIN

G

LA

YO

UT (3

OF 3)

& WORKING LINE< FRANKLIN AVE. BRIDGE

TYPE 1A PANEL:

SHEET FOR DETAILS

LIGHTING

SEE BRIDGE

TYPE P-2 MOD WITH DECK PANEL

CONTRACTOR HAS OPTION TO PRECAST CONCRETE PARAPET TUBE RAILING

STRUCTURAL

TYPE P-2 MOD W/

CONCRETE PARAPET

6'-2"

WP D

WP E

14'-7‚" 14'-7‚"

AJN

NTT

1C

MA

TC

H

LIN

E

ST

A. 20

+13.7

9

PLAN VIEW STA. 19+75 TO 20+13.79

AMK

C.B. 5-1 C.B. 5-2

5-0

C.B.

C.B. 3-12 C.B. 3-13C.B. 4-1

C.B. 4-2C.B. 4-3 C.B. 4-4 C.B. 4-5 C.B. 4-6 C.B. 5-0

5-1

C.B.

-CAP BEAMC.B.


43101

13'-10‚"

6'-11„"

B149R2

1F

1'-

2"

1'-

2"

3.

12/03/2015

4

4

4

REVISED PER RFI 21

MEASURED TO FACE OF PILASTER BASE.

SEE SHEET B151 FOR PARAPET AND TUBE RAIL DETAILS.

SEE ORNAMENTAL RAILING DETAIL SHEETS FOR PILASTER AND PANEL DETAILS.

RAILINGS ARE SYMMETRICAL ABOUT < OF BRIDGE.

5

5

5

14'-7‚"

2•"

PRECAST DECK PANELS PER RFI 21.

SURVEYED CAP BEAM LOCATION AND ARE ADJUSTED HERE FOR FIT-UP WITH

DETERMINED FROM EXISTING PLANS. PILASTERS MAY NOT BE CENTERED ON

REVISED PER RF1 21. LOCATION OF CAP BEAMS SHOWN ON THIS SHEET ARE

5

2 @ 14'-4‚"

BELOW, TYP

CAP BEAM

SHEET

LAST REVISION:

CHECKED BY:

CAD BY:

DESIGN BY:

DATE



LICENSE NO.


BRIDGE 2441 S.P. 027-605-029


B176

10+00

LEGEND:


1.

NOTE:

14'-6"

14'-6" 10'-7ƒ" 10'-1†" 10'-1†"

15'-

9•

"15'-

9•

"15'-

9•

"

R=250'

R=170'

R=300'

WEST APPROACH EAST APPROACH

14'-6"

PILASTERTYPE 2

14'-3‡"

5'-1‡"

9'-8‡"

12'-0" 12'-0" 10'-9•"

12'-0" 12'-0" 10'-10"

15'-

4ƒ

"7'-

11‡

"15'-

7‡

"8'-

1‡

"

10'-1ƒ"

PILASTER

TYPE 2

14'-2‚"

5'-3•"

13'-7•"

SPAN 1 SPAN 5

#

ORNAMENTAL RAIL PILASTER TYPE 1 UNLESS OTHERWISE NOTED

14'-

0†

"


TYPE P-2 MOD

CONCRETE PARAPET


LA

YO

UT (2

OF 3)

SE

E

RAILIN

G

LA

YO

UT (1 O

F 3)

SE

E

RAILIN

G

& WORKING LINE

< FRANKLIN AVE. BRIDGE & WORKING LINE

< FRANKLIN AVE. BRIDGE


AND PANEL DETAILS.

SEE ORNAMENTAL RAILING DETAIL SHEETS FOR PILASTER

9'-7…"

PILASTERTYPE 5

PILASTER

TYPE 5PILASTER

TYPE 5

PILASTERTYPE 5

18'-

8"

18'-

8"

15'-

6•

"

15'-

6•

"

WP A

WP G

WP N

WP F

WP M

WP T

AJN

NTT

AMK

6'-

4†

"

10+00

PANEL

TYPE 6

PANEL

TYPE 6

PANEL

TYPE 7A

PANEL

TYPE 7C

PANEL

TYPE 7A

PANEL

TYPE 7B

PANEL

TYPE 8A

PANEL

TYPE 8B

PANEL

TYPE 8C

PANEL

TYPE 8B

PANEL

TYPE 9B

PANEL

TYPE 9A

PANEL

TYPE 11

PANEL

TYPE 12

PANEL

TYPE 13

PANEL

TYPE 13

PANEL

TYPE 13

MA

TC

H

LIN

E

ST

A. 9

+99.7

5

MA

TC

H

LIN

E

ST

A. 20

+13.7

9

9'-11•"

14'-0"

- CAP BEAMC.B.

C.B. 1-0

C.B. 1-0 C.B. 5-2

C.B. 5-2

JOINT, TYP

DEFLECTION

41308


PILASTER

TYPE 2

SOUTH ORNAMENTAL RAILING9'-8‡" 9'-9…"

B150R5

05/23/2016

< EXPANSION JOINT< EXPANSION JOINT

5'-0…"

14'-

2…

"

PANEL

TYPE 10A

PANEL

TYPE 10B

5'-6"

CAP BEAM

< WEST ABUTMENT

(TYP)

3"

(TY

P)

1'-

2"

(TY

P)

1'-

2"

22

2 SEE SHEET B151 FOR MORE INFORMATION.

CAP BEAM

< EAST ABUTMENT

R=170'

OFFSET = 23.00' RT

STA = 20+13.52

PC RAILING

OFFSET = 16.77' LT

STA = 9+74.94

PT RAILING

R = 300'

OFFSET = 16.97' LT

STA = 9+45.00

PC RAILING

3

3

3

3

3

33

3

18'-

8"

JOINT, TYP

DEFLECTION

SPECIAL PROVISIONS

IMPACT ATTENUATOR, SEE

03/10/2016

R = 250'

OFFSET = 15.82' RT

STA = 9+58.33

PC RAILING

NORTH ORNAMENTAL RAILING9'-10‚"

10'-0•"

PILASTER

TYPE 2

(TYP)

3"

OFFSET = 27.55' RTSTA = 20+52.59PT RAILING

5'-

9„

"

13'-9†"9'-10„"

OFFSET = 15.39' RTSTA = 9+84.12PT RAILING

2" 2•"

2•"

23.00' LTSTA = 20+52.59

HERE FOR FIT-UP WITH PRECAST DECK PANELS PER RFI 21.

BE CENTERED ON SURVEYED CAP BEAM LOCATION AND ARE ADJUSTED

SHEET ARE DETERMINED FROM EXISTING PLANS. PILASTERS MAY NOT

REVISED PER RF1 21. LOCATION OF CAP BEAMS SHOWN ON THIS

10'-1‚"10'-1…"10'-8…"14'-6"

SHEET

LAST REVISION:

CHECKED BY:

CAD BY:

DESIGN BY:

DATE



LICENSE NO.


BRIDGE 2441 S.P. 027-605-029


B176

8/14/2014

CC

RAM

AJN

GENERAL NOTES:

3"

SECTION A-ABASE PLATE SECTION B-B RAIL SLEEVE DETAIL

TYP.‚"

A

A

1'-0" MAX SPA R501E & R502E

ANCHOR DETAIL

B B

TYP‚"

TYPTYP

STRUCTURAL TUBE RAIL DETAIL RAIL END DETAIL SECTION C-C

1'-0" MAX SPA R501E & R502E

R501E & R502E

1'-0" MAX SPA

1'-2"2'-2"

3'-4" 1"

2'-0"

2'-

0"

8"

7" 3" 8"4"6"6" 3" 6" 3" 3" 6" 3"

3" 6"

6" 3"•"

1'-0"

10"

1'-

2"

6"

1'-

8"

2'-

8"

1'-4"

2"

2"

2" CLR TYP

R501E

R502E

1•" 6" 1•"

10•

"

4•

"

2‚

"2‚

"

6"

10•

"

1" 1"4"

2'-0"10'-0" MAX POST SPG2'-0"

< RAIL POSTS < EXP JOINT

†"

R503E

1'-0"

3"

TH

RE

AD

3•" 2•"6"

6" 3"

1'-

0"

‚"PLATES

3"RADIUS

HOLE•"\ WEEP

‚" PLATE

ƒ"1'-

3"

2'-

8"

1 2

4

3

< CONSTRUCTION JOINT

1"1"

C.I.P.C.I.P.

CC

1"

9"

BASE PLATE

9"x1'-3"xƒ"

1'-6" MIN LAP SPLICE

SLEEVE DETAIL

SEE RAIL

OF UNDERSIDE TYP

H0LE IN CENTER

< •"\ WEEP

GROUT PAD, TYP

VARIABLE DEPTH HSS6x6x‚

HSS6x3x‚

FINISHED SIZE

5…"x2…"

PLATED TO

HSS5x2x‚

HSS6x3x‚

HOLE TYP

1•"\ VENT

PR

OJ

EC

TIO

N

VE

RTIC

AL

2•

"

AV

E

HSS6x3x‚

HSS6x6x‚

HOLE TYP

1•" \ VENT

END DETAIL

SEE RAIL

& R501E

R504E, R505E, R506E

TO SET JOINTJOINT DETAILSSEE EXPANSION

HOLE TYP

•" \ WEEP

10'-0" MAX POST SPACING2'-0" 2'-0"

1'-0" MIN 1'-0" MIN

AMK

USE AS REQUIRED

REVERSE CONSTRUCTION JOINT DETAIL

USE AS REQUIRED

TYPICAL EXPANSION JOINT DETAIL

2-R526E (TYP.)2-R525E OR2-R524E OR

1'-0" MAX SPA

R501E & R502E

CONDUIT

2" SIGNAL

2-R520E (S.E.)2-R516E (N.E.)2-R512E (S.W.)2-R508E (N.W.)

2"SIGNAL CONDUIT

BE CONSIDERED INCIDENTAL.

ALL CORRECTIONS TO FIT SLEEVE SHALL

4

2

1

3

VARIES DECK CLOSURE POUR

POUR

< DECK CLOSURE

USE AS REQUIRED

TYPICAL CONSTRUCTION JOINT DETAIL

41308


(REINFORCEMENT NOT SHOWN)

2" 2"

SECTION C-C

x 1'-0" PLATE

…" x 1'-0"

DIMENSION INCLUDES …" PLATE

4" 4"

6"

6"

3•

"3•

"

‚

11•

"

PIPE 1.68 LBS./FT.

< 1" STANDARD

TYP.

ESTIMATED WEIGHT=22 LBS.

Mn/DOT SPEC. 3394.

GALVANIZE AFTER FABRICATION PER

GUARDRAIL CONNECTION

DETAIL

BOLTS TYP

ANCHOR

< ‡"\

7•"BAR

‚"x1•"x

VENT HOLE

2" DIA.

TYP 3 SIDES

WIDE VEE JOINT

ƒ" DEEP x ƒ"

TYP

OF UNDERSIDE,

HOLE IN CENTER

< •"\ WEEP

x1'-0" PLATE

…"x1'-0"

PLATE

HOLES IN

< 1" DIA.

1'-

9"

2'-4"

R727E

05/23/2016

B151R48/14/2014

LOCATION

HANDHOLE

B80 FOR

B76 AND

SEE SHEETS

HANDHOLE,

ROUTE TO

R505E

R506E

R507E

R504E

SPEC. 3310

WASHER PER Mn/DOT

CIRCULAR PLATE

3" DIA. X ‚" (•" ID)

NUTS & WASHERS

TYPE C, WITH TWO HEX

RODS, Mn/DOT SPEC. 3385

‡" \ x 11"ANCHOR

HOLES, TYP

SLOTTED

< 1‰"X2" \

BAR‚"x1•"x1'-1"

2-R523E (S.E.)2-R519E (N.E.)2-R511E (N.W.+S.W.)

12" MAXMIN.

3"

12" MAX

< CONSTRUCTION JOINT

3" MIN.

1" RADIUS

2"

MA

X.

C.I.P.C.I.P.

2'-0" 2'-0"

1(V):2(H) SLOPE

1

MODIFIED PER RFI 36.1 2

AS-BUILT - CONCRETE PARAPET (TYPE P-2 MODIFIED) W/ STRUCTURAL TUBE RAILING

SEE SPECIAL PROVISIONS FOR JOINT SEALING REQUIREMENTS.

IS NOT PERMITTED.

SUBSTITUTION OF CHEMICAL ANCHOR RODS FOR CAST-IN-PLACE ANCHORAGE

5" AT RAILING JOINTS AND 8" AT EXPANSION JOINTS.

IN EXPANSION JOINTS.

1" AT RAILING JOINTS. AT EXPANSION JOINTS, MAKE 1" LARGER THAN GAP

2" SIGNAL CONDUIT SHALL BE INCLUDED IN THE COST FOR "CONDUIT SYSTEM (SIGNALS)".

SYSTEMS.

PROVISIONS FOR DETAILS REGARDING BONDING MULTIPLE ELECTRICAL GROUNDING

PROVISIONS. REFER TO THE ELECTRICAL PLANS AND ELECTRICAL SPECIAL

CONTINUOUSLY GROUND THE METAL RAILING AS DIRECTED IN THE SPECIAL

SEE SPECIAL PROVISIONS FOR PAINT REQUIREMENTS.

FOR SUPERSTRUCTURE.

ALL MATERIAL IN THE CONCRETE PARAPET IS LISTED IN SUMMARY OF QUANTITIES

AND ALL MATERIAL ABOVE TOP OF CONCRETE BARRIER.

PRICE BID FOR "STRUCTURAL TUBE RAILING DESIGN T-1" INCLUDES ANCHORAGES

AFTER FABRICATION.

GALVANIZE ALL OTHER STRUCTURAL STEEL PER Mn/DOT SPEC. 3394,

GALVANIZE BOLTS, NUTS, AND WASHERS PER Mn/DOT SPEC. 3392 AFTER FABRICATION.

PER A.S.T.M. A500, GRADE B AS SPECIFIED IN Mn/DOT SPEC. 3361.

PROVIDE STRUCTURAL STEEL PER Mn/DOT SPEC. 3309. PROVIDE STRUCTURAL TUBES

AND NORMAL TO GRADE. SEE SPECIAL PROVISIONS.

PROVIDE CORRECT ALIGNMENT FOR ANCHORAGES BY PLACING THEM ACCURATELY

SLIP FORMING OF CONCRETE PARAPET IS NOT PERMITTED.

MAX. SPACING OF CONCRETE CONTROL JOINTS SHALL BE 10'-0".

FINISH ALL EDGES OF RAIL WITH •" CHAMFER, EXCEPT WHERE OTHERWISE NOTED.

RAIL FROM END TO END OF TUBING. DO NOT DEDUCT FOR JOINTS.

FOR PAYMENT OF "STRUCTURAL TUBE RAILING DESIGN T-1" MEASURE LENGTH OF

LENGTH OF PRECAST CONCRETE RAILING BETWEEN PRECAST FACES, IF APPLICABLE.

FOR PAYMENT OF "PRECAST TYPE MOD P-2 (TL-2) RAILING CONCRETE (3Y46)" MEASURE

APPLICABLE.

CIP CONCRETE RAILING BETWEEN END FACES, INTERIOR FACES AND PRECAST FACES, IF

FOR PAYMENT OF "TYPE MOD P-2 (TL-2) RAILING CONCRETE (3Y46)"MEASURE LENGTH OF

1

1" CHAMFER (TYP)

SEE P2 METAL RAIL SHOP DRAWING 59 FOR DETAILS.

SHEET

LAST REVISION:

CHECKED BY:

CAD BY:

DESIGN BY:

DATE



LICENSE NO.


BRIDGE 2441 S.P. 027-605-029


B176

8/14/2014

2'-4"

1'-8"

4•"4"

SECTION A-A

1'-4"

2'-0"

6"

1'-

2"

5•"

2'-0"1•"

2•"

1'-4"

2"

2'-

3•

"11ƒ

"6ƒ

"

3"

6"

1'-

2"

5"

5"

2"

1'-2"

3"

2'-

3•

"V

ARIE

S4ƒ

"

VA

RIE

S

4" 1'-4"

1"

1•

"

1"

5•"

2•"ƒ"

3"

1'-4" 5" 3"

3" 1"

1‚

"

VARIES, SEE PANEL DETAILS

1'-

4"

MA

X

1'-2"

‚"

2‚

"

AJN

RAM

AMK

2'-

0"

2'-4"

B

B

< OPENING

LIGHT POLE, AS REQUIRED

CC

D D

E E

~

A

A

~

TYPICAL ORNAMENTAL RAILING ELEVATION

DETAIL

PILASTER

SEE DETAIL

SEE RAILING

PILASTER DETAIL RAILING DETAIL

1" RADIUS

ƒ"

1" RADIUS 1•

"

1"

ƒ"

ƒ"

PILASTER CAP PLAN DETAILPILASTER BASE DETAIL RAILING BASE DETAIL

RADIUS

ƒ"

RADIUS

1•"

3‚

" ƒ"

2•"

1•"

RADIUS

1•"

RADIUS

ƒ"

3‚

" ƒ"

3"

1•"SECTION C-C

SECTION D-DSECTION E-E

1'-

3"

1'-

4"

3•"3•"

8•

"3ƒ

"3ƒ

"

VARIES

2‚"

4" 4•" 4"

1ƒ

"

CHAMFER

1"

2•

"

1ƒ

"5"

RAILING

ORNAMENTAL

RAILING

ORNAMENTAL

PILASTER

2'-4"

2'-

0"

1'-

2"

5"

5"

RAILING

ORNAMENTAL

PILASTER

2'-4"2" 2"

2"

5"

1'-

2"

5"

5"

RAILING

ORNAMENTAL

2•

"

1•

"

1'-2" 1'-2"

RAILING BASE

PROJECTED

RAILING BASE

PROJECTED

CAP BEAM, TYP

2" CONDUIT2" CONDUIT

1'-8"

1'-

4"

SECTION B-B

CAP BEAM, TYP

•"

•"

‚"

‚"

1" CHAMFER (TYP)

OPEN, (TYP)

BLOCKOUT

DIAMOND SHAPE

RAILING BASE

PROJECTED

ENTABLATURE

NOTES:

HO

LE

3"

WE

EP

1

2 3 23

VARIESVARIESVARIES

1'-8"

1'-1"

1‚

"

ENTABLATURE

3

2

1

AT LIGHT POLE LOCATIONS

REMOVE 1/4" PILASTER CROWN

EN

DS

FO

R

PIL

AS

TE

R

CA

P

2‚

"

BL

OC

KO

UT

AT

RAILIN

G

PILASTER CAP

4 4 4

5" CENTER RAILING THICKNESS.

8•" CENTER RAILING THICKNESS.

AT CENTERLINE OF PILASTER.

4

PILASTER LINES SHALL BE LEVEL.

VERTICAL PILASTER LINES SHALL BE PLUMB AND HORIZONTAL

PILASTER.

BELOW RAILING AS REQUIRED FOR FIT AND ALIGNMENT WITH

LINES OF THE PILASTER CAP. ADJUST 1" NON-SHRINK GROUT BED

OF RAIL PANEL HAND RAIL SHALL MATCH INTO THE HORIZONTAL

LINES MAY FOLLOW GRADES BELOW 0.5%. TOP HORIZONTAL LINES

SHALL BE SYMMETRIC ABOUT THEIR CENTERLINES. VERTICAL

BLOCK OUTS IN THE RAILING SHALL MAINTAIN THEIR SHAPE AND

THE ENTIRE LENGTH OF THE RAILING. 1'-9" DIAMOND SHAPE

ALL VERTICAL RAILING PANEL LINES SHALL BE PLUMB ALONG

RESOURCES REPRESENTITIVE.

THE ENGINEER, IN CONSULTATION WITH THE CULTURAL

RELATIONSHIP BETWEEN INDIVIDUAL PARTS FOR ACCEPTANCE OF

ALL RAIL PANELS AND PILASTERS SHOWING GEOMETRY AND

HISTORIC LANDMARK. CONTRACTOR TO SUBMIT SHOP DRAWINGS OF

REGISTER OF HISTORIC PLACES AND IS A CITY OF MINNEAPOLIS

THE FRANKLIN AVENUE BRIDGE IS LISTED ON THE NATIONAL

(TYP)

1'-1"

2" 2"

43101


B152R3

12/08/2015

,ƒ"

MIN

2"

MA

X

6"

6"

ƒ"

MIN

2"

MA

X,

GROUT BED

NON-SHRINK

2" MAX

GROUT BED

NON-SHRINK

2" MAX

GROUT BED

NON-SHRINK

2" MAX

CURED

LOADS UNTIL GROUT BED

VERTICAL PRECAST RAILING

SETTING BLOCK TO SUPPORT

OPEN WEEP HOLE, PROVIDE 1'-

4"

MA

X4'-

2"

MIN

1

AS-BUILT - ORNAMENTAL RAILING DETAILS (1 OF 11)

DRAWING 155 FOR DETAILS.

SEE PRECAST ORNAMENTAL RAILING SHOP

1'-

3"

1'-

9"

3‚

"3‚

"

(TY

P)

1'-

9"

4"

MA

X

OP

ENIN

G

3‚

"

3‚

"

OV

ER

LA

Y

PP

C

OV

ER

LA

Y

PP

C

SHEET

LAST REVISION:

CHECKED BY:

CAD BY:

DESIGN BY:

DATE



LICENSE NO.


BRIDGE 2441 S.P. 027-605-029


B176

8/14/2014

13'-10‚"

11'-4•"11'-4•"

4'-4•" 1'-9" 4'-4•" 1'-1‚" 4'-4•" 1'-9" 1'-1‚"4'-4•"

1'-5„" 3'-3•" 1'-9" 1'-5„"3'-3•"

5‚"

A AA A

A A

SECTION A-A

5‚"

TYPE 1 TYPE 5

TYPE 3

5‚" 5‚"

NOTES:

< PILASTER < PILASTER < PILASTER < PILASTER

12 SPA. @ 10•" = 10'-6" 12 SPA. @ 10•" = 10'-6"

SECTION C-C

C

C

C

C

C

C

2'-7•"4 SPA. @ 10•" = 3'-6" 4 SPA. @ 10•" = 3'-6" SPACING FOR F501E(TYP)

2-F503E2'-7•"4 SPA. @ 10•" = 3'-6" 4 SPA. @ 10•" = 3'-6"(TYP)

2-F503E SPACING FOR F501E

2'-7•"(TYP)

2-F503E SPACING FOR F501E

= 2'-7•"

3 SPA. @ 10•"

3"3"

6"

2•"2•"

4"4"

2‚

"

6"

6" 4"4"

(TY

P)

2"

CL

R

AJN

RAM

AMK

2 2

3

2 2

3

2 2

3

F502E2-F405E

2-F404E

2-F408E

2-F406E

F502E

F502E2-F409E

2-F407E

= 2'-7•"

3 SPA. @ 10•"

(TYP)

3"

(TYP)

3"

(TYP)

3"

(TYP)

3‚"

(TYP)

3‚"

(TYP)

3‚"

SP

ACIN

G (T

YP)

AN

CH

OR

BO

LT

4

(TYP)

2‚"

(TYP)

3"

(TYP)

2‚"

(TYP)

2‚"

(TYP)

3"

2

1

4

3

8•" CENTER RAILING THICKNESS.

INFORMATION.SEE SHEET B152 FOR ADDITIONAL

TYPICAL END DETAIL B-B

6"

ORNAMENTAL RAILING DETAILS (2 OF 11)

L2 (PRECAST PANEL LENGTH)


43101

4

4

VA

RIE

S

2'-

3•

"

4ƒ

"

VARIES

END PANEL

EDGE OF

PILASTER CAP

VA

RIE

S

1'-

8•

"

BOLTS (TYP)ANCHOR •"\

2‚

"

7x7x…-HSS

SEE STEEL POST DETAILSSTEEL POST ASSEMBLY

F503E (TYP)

F501E

4x3x‚-L, (TYP)

OR F409EF405E, F407E

OR F408EF404E, F406E

BOLTS (TYP)

EMBEDDED ANCHOR

EMBEDMENTBOLTS 6" MIN •" \ ANCHOR < PILASTER

< PILASTER

END DETAIL B-B (TYP)

(TYP)BOLTS ANCHOR ƒ"\



2ƒ

"3"

2ƒ

"

2405.603 "PRECAST CONCRETE ORNAMENTAL RAILING"•"\ AND ƒ"\ ANCHOR BOLTS SHALL BE INCLUDED IN THE COST FOR BID ITEM

ELECTRICAL.AFTER PILASTERS CURE, CONNECT LIGHT POLES AND CONNECT h.

FORM AND CAST PILASTERS.g.

ATTACH LIGHTING PULL BOXES AND CONNECT CONDUIT.f.

ADD BOLTS AS REQUIRED FOR LIGHT POLE BASE PLATE.e.

CONNECT STEEL ANGLES TO THE CONCRETE RAILING AND STEEL POSTS.d.

BOLT STEEL POST TO ANCHORS.c.

AFTER CLOSURE POURS HAVE CURED, SET AND PLUMB PRECAST RAILING.b.

POURS.SET STEEL POST ANCHORAGE AND LIGHTING CONDUIT PRIOR TO CLOSURE a.

ORNAMENTAL RAILING SUGGESTED CONSTRUCTION SEQUENCE:

B153R3

8"

1'-6•"1'-6•"

8"

12'-8•" (PRECAST PANEL LENGTH)6‡"

SEE SHEET B163A FOR STEEL POST DETAILS.

PILASTER AND ARCHITECTURAL LINES IN RAILING CAP SCREENED FOR CLARITY

1'-7‡"1'-7‡"

6‡"



` •" MAX.PILASTER FIT W/ ADJUST FOR GROUT BED.1" NON-SHRINK

(TYP)

L5 L5

L4L4

L3 L3

L1

6‡"



REVISED PER RFI 21

PROVISIONS.LENGTH FOR PAYMENT, SEE SPECIAL

5" CENTER RAILING THICKNESS.

5

1'-10•"13'-4•"

13'-2•"

14'-6‚"

14'-4„"

14'-3†"

1'-0" 1'-5‚" 5

5

5

11" 1'-9•" 1'-4‚"

13'-2" 10ƒ" 1'-9‚" 1'-4"

(TYP)CONNECTION,ANGLERAIL POST

12/15/2015

12'-4"

11'-2‚" (PRECAST PANEL LENGTH)

(TYP)

PILASTER CAP

BLOCKOUT FOR

PILASTER CAPBLOCKOUT FOR

9…"

5‚"

9'-7•" 9…"

5‚"10 SPA. @ 10•" = 8'-9"

(TYP)

PILASTER CAP

BLOCKOUT FOR

(TYP)

3"

1D

1E

1F

7•

"

ORNAMENTAL RAILING DIMENSION TABLE

PANEL TYPE L1

14'-4‚"

L2

13'-2•"

L3 L4 L5

11" 1'-9•" 1'-4‚"1A

1B 14'-6„" 13'-4•" 1'-5‚"

1C 14'-7‚" 13'-5•" 1'-11" 1'-5ƒ"

1'-0"

1'-0•"

1'-10•"

PROJECTION (TYP)

1•"

TYPE 2 TYPE 4

1'-9"3'-6" 3'-6"

PILASTER SCREENED FOR CLARITY PILASTER SCREENED FOR CLARITY

< PILASTER < PILASTER

1'-9"3'-6" 3'-6"

1.

NOTES:

1'-

2"

2'-4"

2'-4"

1'-

2"

R=12'-4"

R=11'-11•"

R=7'-9•"

2'-4"

1'-

2"

1'-

2"

A A B B

SECTION A-A SECTION B-B


< PILASTER

8•"

1'-

2"

1'-2"

AJN

NTT

INSIDE FACE

R=7'-4•",

R=7'-9•"

R=8'-2"

10 SPA. @ 10 1/2" = 8'-9"10 S

PA. @ 1

0 1/

2" =

8'-9"

F501E

SPACING FOR

C

C

SECTION C-C

C

C

F501E

SPACING FOR

IN RAILING CAP SCREENED FOR CLARITY

PILASTER AND ARCHITECTURAL LINES



F501E

2

(TYP)2-F503E

(TYP)

2‚"

2'-7•"

F502E

9'-7•"

=2'-7•"

3 SPA. @ 10•"

=2'-7•"

3 SPA. @ 10•"

2

2

(TYP)

2‚"

2'-7•"

=2'-7•"

3 SPA. @ 10•"

=2'-7•"

3 SPA. @ 10•"

(TYP)2-F503E

7'-

1"

< PILASTER

R=11'-11•"

R=12'-4"

4"

3

5" (T

YP)

(TYP)

(TYP)

1"

(TYP)

1"

(TYP)

6"

R=7'-0"

R=11'-2"

INSIDE FACE

R=11'-6•"

CURB LINE

R=11'-0"

6"(T

YP)

2

"•7

-'9

INSIDE FACER=7'-4•"

R=7'-0"

(TYP)

6"

(TYP)

(TYP)

6"

(TYP)

(TY

P)

4"

1"

(TYP)

1"

(TYP)

INSIDE FACE

R=11'-6•"

4•"

R=11'-2"

2

4"6"4"

2•" 2•"

4"6"4"

(TYP)

3‚" 3"

(TYP) (TYP)

3‚" 3"

(TYP)

4•"FACE ONLY

INSIDE

FACE ONLY

INSI

DE

F502E

1'-2•"

5

5

5 1'-3ƒ"

2 5

1'-7ƒ"

9'-7•" 2 5

2

1'-3ƒ"

5

5

1'-2•"

2 5

1'-7ƒ"


5 55

F413E

F411E

F410E F412E

INSIDE FACE OUTSIDE FACE

5

2 5

1'-3ƒ"(TYP)R=11'-4ƒ"

1'-

2•

"

5

(TYP)R=11'-4ƒ"

2 5

1'-3ƒ"

5

1'-

2•

"5

8•"

DFE

4

5

BOLTS (TYP)

ƒ"\ ANCHOR

BOLTS (TYP)

ƒ"\ ANCHOR

ORNAMENTAL RAILING DETAILS (3 OF 11)


43101

R=8'-2"

<

DIA

MO

ND OPENIN

GTO

< DI

AMOND OPENI

NG

LINECURB R=6'-10"

LINE

CURB

R=11'-0"

6'-2"

CHANGE

< RADIUS

5

3'-

5•

"

CHANGE

< RADIUS

2"

52

6'-2"

3'-5•"

5

5

<

DIA

MO

ND OPENIN

G

TO

< DIAMOND OPENING

(TYP)RAILING CURVE EMBEDMENT INCURVED FORANCHORS BENT/

53

2'-1"2'-2‚"

3 5

2'-1" 2'-2‚"

7'-

1"

12'-1ƒ" (PRECAST PANEL LENGTH) 12'-1ƒ" (PRECAST PANEL LENGTH)

8/14/2014

10'-2†"

10'-2†"

B154R3

12/03/2015

6‡"

SEE SHEET B153

PILASTER CAP (TYP)

BLOCKOUT FOR

4 1'-9"

6‡"

CURB

EDGE OF

CURB

EDGE OF5

"•7-'9

5

POST DETAILSSEE SHEET B163A FOR STEEL

6‡

"

SEE SHEET B153

(TYP)

PILASTER CAP

BLOCKOUT FOR

6‡"

4 1'-9"

6‡"

CURB

EDGE OF

CURB LINE

R=6'-10"

EDGE OF CURB

POST DETAILSSEE SHEET B163A FOR STEEL

MEASURED ALONG INSIDE FACE

MEASURED RADIAL

LENGTH FOR PAYMENT, SEE SPECIAL PROVISIONS

5" CENTER RAILING THICKNESS

SEE B152 FOR ADDITIONAL INFORMATION.

SHEET

LAST REVISION:

CHECKED BY:

CAD BY:

DESIGN BY:

DATE



LICENSE NO.


BRIDGE 2441 S.P. 027-605-029


B176

2'-4"

F412E-OUTSIDE FACE

F410E-INSIDE FACEF412E-OUTSIDE FACE

F410E-INSIDE FACE

F413E-OUTSIDE FACEF411E-INSIDE FACE


DETAILS (TYP)

SEE SHEET B153 FOR

EMBEDDED ANCHOR BOLTS

SHEET

LAST REVISION:

CHECKED BY:

CAD BY:

DESIGN BY:

DATE



LICENSE NO.


BRIDGE 2441 S.P. 027-605-029


B176

8/14/2014


SECTION A-A

ORNAMENTAL RAILING DETAILS (4 OF 11)AJN

NTT

TYPE 6

SECTION A-A

R=21'-10ƒ"

R=22'-3ƒ"

R=23'-5ƒ"

R=21'-10ƒ"

R=22'-3ƒ"

R=22'-8‚"

1'-

2"

2"

5"

5"

5"

2"

1'-

2"

5"

15'-2†"15'-2†"

5'-

9…

"

5'-

9…

"

CURB LINE

R=23'-7ƒ"

SECTION B-B

6"

2•"2•"

4"4"

2‚

"

6"

6" 4"4"

F501E


IN RAILING TOP SCREENED FOR CLARITY


SPACING FOR F501E

F502EF417E - OUTSIDE FACEF415E - INSIDE FACE

(TYP)

3‚"

OUTSIDE FACE

R=23'-1‚",

R=23'-5ƒ"

4

"•1-'31

24

"3-'21

= "

•01

@ .APS

41

"3-'21 = "•01 @ .APS 414

24

< PILASTER

8•

"

(TY

P)

8•

"

)P

YT(

1'-3„"

2 4

1'-3„"

2 4

R=22'-8‚"

CURB LINE

R=23'-7ƒ"

OUTSIDE FACE

R=23'-1‚",

2 4

F414E

INSIDE FACEOUTSIDE FACE

F415E F417E

F416E

4

(TYP)

3"(TYP)

2‚"

24

(TYP)

2‚"

1'-3

„"

2

4

(TYP)

2‚"

1.

NOTES:

2

3

4

13'-1•"

(TYP)

6"

(TYP)

6"

(TYP)

6"

(TYP)

6"ONLY,

(TYP)

4•"

OUTSIDE

FACE

4" (TYP)

(TYP)

1" CHAMFER

FACE ONLY, (TYP)

4•" OUTSIDE

(TYP)

1" CHAMFER

4" (TYP)

(TYP)

1" CHAMFER

2'-4

"

2-F503E (TYP)

5'-3„" 5'-3"1'-9"

F416E - OUTSIDE FACEF414E - INSIDE FACE

6 SPA. @ 10•" = 5'-3"

13'-1•"

1'-3„" 1'-3„"

AMK

(TYP)

1" CHAMFER

DETAILS (TYP)

SEE SHEET B153 FOR


BOLTS (TYP)

ƒ"\ ANCHOR

2'-7•"

3 4

6 SPA. @ 10•" = 5'-3"

RAILING

CHANGE FOR CENTER

LINE WITH THICKNESS

REINFORCEMENT IN


43101

< PILASTER

TO

OPENING

DIAMOND

<

TO

OPENING

DIAMOND

<

2 4 2 4

B155R3

11/24/2015

9"

BEGIN RADIUS

15'-7‡" (PRECAST PANEL LENGTH)

CURB

TOP OF

SHOWN

TYPE 1 PILASTER

SHOWN

TYPE 1 PILASTER

1'-10"1'-10"

1'-3„"

1'-0‡"

< EXPANSION JOINT

< PILASTER

24

2 4 2 4

1'-10"

4

2

MEASURED ALONG OUTSIDE FACE

LENGTH FOR PAYMENT, SEE SPECIAL PROVISIONS



SEE SHEET B153

PILASTER CAP (TYP)

BLOCKOUT FOR

AA

B

B

SHEET

LAST REVISION:

CHECKED BY:

CAD BY:

DESIGN BY:

DATE



LICENSE NO.


BRIDGE 2441 S.P. 027-605-029


B176

8/14/2014

TYPE 7< PILASTER < PILASTER



TYPE 8

< PILASTER


NTT

TYPE 7

TYPE 13



2 2

(TYP)

2‚"

NOTES:

2

3

(TYP)

2‚"

(TYP)

2‚"

2 22

2

3

SECTION A-A

F501E

4"6"4"

2•" 2•"

4"6"4"

F501E

SPACING FOR

33

OR F440E

F418E, F420, F438E

2 2

7'-0"

(TYP)

2-F503E

2-F419E

13'-1•"

5 SPA. @ 10•"=4'-4•" 2'-7•" 5 SPA. @ 10•"=4'-4•"

2-F439E

5'-3" 1'-9"

(TYP)

2-F503E

5'-3"

2-F438E

F502E

2-F418E

F502E (TYP)

F502E

1.

4

15'-9•"

3

44

(TYP)

2-F503E

SHOWN

LIGHTING POST

4

AMK

(TYP)

10•"

(TYP)

10•"

(TYP)

10•"

BOLTS (TYP)

ƒ"\ ANCHOR


43101

9„" 9„"

4

TOP OF WALK

TOP OF CURB

TOP OF CURB

BOLTS (TYP)

ƒ"\ ANCHOR TOP OF WALK

TOP OF CURB

(TYP)

DETAILS

FOR

SHEET B153

BOLTS SEE

ANCHOR

EMBEDDED

B156R4

(TOP)

F439E, OR F441E

F419E, F421E

12/15/2015

(TYP)

B153 FOR DETAILS

BOLTS SEE SHEET

EMBEDDED ANCHOR

6‡"

L1


L3 L3

L46 SPA. @ 10•" = 5'-3"L4

1'-9" 1'-9"2'-7•"

5

SEE SHEET B153

(TYP)

PILASTER CAP

BLOCKOUT FOR

L1


L3 L37'-0"

L46 SPA. @ 10•" = 5'-3"L4

1'-9" 1'-9"2'-7•"L5

1'-9" 1'-9"2'-7•"

L1


L3 L37'-0"

14'-7ƒ" (PRECAST PANEL LENGTH)

1'-7†"1'-7†"

REVISED PER RFI 21

SEE SHEET B163 FOR RAIL POST CONNECTION DETAILS

LENGTH FOR PAYMENT SEE SPECIAL PROVISIONS.


8•" CENTER RAILING THICKNESS

SEE SHEET B152 FOR ADDITIONAL INFORMATION.

6

6

6

6

JOINT

< EXP







(TYP)

3"

(TYP)

3‚"

(TYP)

3"

(TYP)

3"

(TYP)

3‚"

A

A

A

A

A

A

2-F421E (TYP)F501E, (TYP)

L5 L5

5

F501E, (TYP)

6‡" 6‡"

5

5

ORNAMENTAL RAILING DIMENSION TABLE

PANEL TYPE L1 L2 L3 L4 L5

7A

7B

8A

8B

9'-9"

9'-9•"

10'-1ƒ"

9'-10"

TO

9'-10†"

8'-7‚"

8'-7ƒ"

9'-0"

8'-8•"

9†"

9‡"

10‚"

1'-8„"

1'-8…"

1'-8ƒ"

1'-2‡"

1'-3„"

1'-5‚"

1'-3•"

1'-0" 1'-10•"

8C 10'-0•" 8'-11" 1'-4ƒ"11•" 1'-10"

7C 9'-7•" 8'-5ƒ" 8‡" 1'-7…" 1'-2„"

2-F420E (TYP)

L5

L5

(TYP)

3‚"

(TYP)

L5

L46 SPA. @ 10•" = 5'-3"L4

6‡"

1'-2…" 1'-2…"

SHEET

LAST REVISION:

CHECKED BY:

CAD BY:

DESIGN BY:

DATE



LICENSE NO.


BRIDGE 2441 S.P. 027-605-029


B176

8/14/2014




NTT

TYPE 10A

< PILASTER






F502E

2 2

2

TYP.

3‚"


TYP.

3‚"

INSIDE FACE

R=18'-7„"

(TYP)

(TYP)

(TYP)

2

(TYP)

(TYP)

(TYP)

(TYP)

(TYP)

(TYP)

(TYP)

F502E

2

2 2

(TYP)

F428E-OUTSIDE FACE

F426E-INSIDE FACE

(TYP)(TYP)


(TYP)

12-3"

1"

1"

6•"

2'-4" 2'-4"

1"

1"

R=19'-6†"

R=19'-4†"

OUTSIDE FACE

R=19'-0„",

18'-2†"

R=17'-9†"R=18'-4•"

R=18'-9•"

INSIDE FACE

R=19'-2",

FACE

OUTSIDE

R=19'-7",

5'-

9†

"

13'-9†"

1'-

2"

5"

5"

2"

1'-

2"2

"

4•"

4"

R=20'-1•"

6"

R=19'-11•"

(TYP)R=19'-8ƒ"

ONLY, (TYP)OUTSID

E FACE

(TY

P)

8•

"

"•4

-'11

= "

•01

@ .APS

31

2

(TYP)

R=19'-1‡"

4'-4•" 4'-4•"2'-7•" 1'-6•"

4'-4•" 2'-7•" 4'-4•"1'-5•"

4 SPA. @ 10•"=3'-6" 4 SPA. @ 10•"=3'-6"

12'-3"

6"

ONLY, (TYP)

OUTSIDE FACE

4•"

6"

4"

1'-0‚"

1'-0‚"

2‚"3"3"2‚"

4 SPA. @ 10•"=3'-6"

12'-3"

RAIL AT BRIDAL VEIL RAILS

DETAILS TO CONNECT TO EXISTING

SEE SHEET B162 FOR RAILING

FOR DETAILS

SEE B162,

1'-11ƒ"4 SPA. @ 10•"=3'-6"3'-6"

1'-5•"

F501E F501E

"3-21

1.

NOTES:

2

3

4

5

5

4

5 5

4

3 4

4

4

2

5

22 5

4 4"

•4-'11 = "•01 @ .APS 31

2

5

AMK

TRAVIS F. KONDA, PROFESSIONAL ENGINEER

48851

1'-11ƒ"

14'-5•"(PRECAST PANEL LENGTH) 3 5

4SPACING FOR F501E


(TYP)

2-F503E

F425E-OUTSIDE FACE

F423E-INSIDE FACE

F424E-OUTSIDE FACE

F422E-INSIDE FACE

DETAILS (TYP)

SEE SHEET B153 FOR


BOLTS (TYP)

ƒ"\ ANCHOR

4SPACING FOR F501E

2-F503E (TYP)

1'-10ƒ"

< DIAMOND OPENINGTO

< DIAMOND OPENING

< DI

AMOND OPENI

NGTO

< DIA

MOND OPENIN

G

TOP OF CURB

1'-10ƒ"

TOP OF CURB

B157R4

03/09/2016

1'-1‚"

1'-6•"

TYPE 9A

4

1'-1‚"

SEE SHEET B153

(TYP)

PILASTER CAP

BLOCKOUT FOR

1'-1‚"

13'-10†"

1'-1‚"

MEASURED RADIAL


LENGTH FOR PAYMENT SEE SPECIAL PROVISIONS



14'-3•" (PRECAST PANEL LENGTH)

3'-6"

1'-0‚" 1'-0‚"

4

4

(TYP)

8•"

6‡"2

5

SECTION C-C

2'-6‚"

JOINT

< EXP

5'-

9„

"

AA BB

C

C

C

C

< PILASTER

4" 6" 4"

4"6"4"

OUTSIDE FACEINSIDE FACE

2•"2•"F429E

F425E OR

F427E

F423E OR

F428E

F424E ORF426E

F422E OR

6‡"

1'-2"

BEGIN RADIUS

(TYP)

SHOWN

PILASTER

TYPE 1

PILASTER

TYPE 1

PILASTER

TYPE 5

BEGIN RADIUS

SHEET

LAST REVISION:

CHECKED BY:

CAD BY:

DESIGN BY:

DATE



LICENSE NO.

Plotted by:cfahey Plotted Date:3/24/2017 Model:SHEET pw:\\pw-int.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\As-Built\CBR2441_RAL012A.dgnFile:

BRIDGE 2441 S.P. 027-605-029


B176

8/14/2014

< PILASTER



ORNAMENTAL RAILING DETAILS (6A OF 11)AJN

NTT

TYPE 10B

< PILASTER






F502E

2 2

2

TYP.

3‚"


TYP.

3‚"

INSIDE FACE

R=18'-7„"

(TYP)

(TYP)

(TYP)

2

(TYP)

(TYP)

(TYP)

(TYP)

(TYP)

(TYP)

(TYP)

F502E

2

2 2

(TYP)

F428E-OUTSIDE FACE

F426E-INSIDE FACE

(TYP)(TYP)


(TYP)

12-3"

1"

1"

6•"

2'-4" 2'-4"

1"

1"

R=19'-6†"

R=19'-4†"

OUTSIDE FACE

R=19'-0„",

18'-2†"

R=17'-9†"R=18'-4•"

R=18'-9•"

INSIDE FACE

R=19'-2",

FACE

OUTSIDE

R=19'-7",

5'-

9†

"

13'-10"

1'-

2"

5"

5"

2"

1'-

2"2

"

4•"

4"

R=20'-1•"

6"

R=19'-11•"

(TYP)R=19'-8ƒ"

ONLY, (TYP)OUTSID

E FACE

(TY

P)

8•

"

"•4

-'11

= "

•01

@ .APS

31

2

(TYP)

R=19'-1‡"

4'-4•" 4'-4•"2'-7•" 1'-6•" 4'-4•" 2'-7•" 4'-4•"

3'-6"4 SPA. @ 10•"=3'-6" 4 SPA. @ 10•"=3'-6"

12'-3"

6"

ONLY, (TYP)

OUTSIDE FACE

4•"

6"

4"

1'-1ƒ"

1'-1ƒ"

2‚"3"3"2‚"

4 SPA. @ 10•"=3'-6"

12'-3"

1'-11ƒ"

8•

"

(TY

P)

4 SPA. @ 10•"=3'-6"3'-6"

F501E F501E

"3-21

1.

NOTES:

2

3

4

5

5

4

5

4

3 4

4

4

2

5

2 52

4 4"

•4-'11 = "•01 @ .APS 31

2

5

AMK


43101

1'-11ƒ"

3 5

4SPACING FOR F501E


(TYP)

2-F503E

F425E-OUTSIDE FACE

F423E-INSIDE FACE

BOLTS (TYP)

ƒ"\ ANCHOR

4SPACING FOR F501E

2-F503E (TYP)

2'-0‚"

< DIAMOND OPENINGTO

< DIAMOND OPENING

< DI

AMOND OPENI

NGTO

< DIA

MOND OPENIN

G

TOP OF CURB

2'-0‚"

TOP OF CURB

B157AR

1'-5ƒ"

BEGIN RADIUS

13'-10†"

1'-1‚"

6‡"

1'-1‚"

MEASURED RADIAL





DETAILS (TYP)

SEE SHEET B153 FOR


1'-6•"4

1'-1‚" 1'-1‚"


PILASTERTYPE 5

SEE SHEET B153

(TYP)

PILASTER CAP

BLOCKOUT FOR

PILASTERTYPE 1

TYPE 9B

SECTION C-C

1'-7"1'-7"4

4

5'-

10

…"

2 5

1'-1ƒ"1'-1ƒ"

(TYP)PILASTERTYPE 1


5

12/15/2015

JOINT< EXP

AA BB

C

C

C

C

F424E-OUTSIDE FACE

F422E-INSIDE FACE

4" 6" 4"

4" 6" 4"

2•"2•"F429E

F425E OR

F427E

F423E OR

INSIDE FACE OUTSIDE FACE

F426E

F422E OR

F428E

F424E OR

9"

BEGIN RADIUS

6‡"

SHEET

LAST REVISION:

CHECKED BY:

CAD BY:

DESIGN BY:

DATE



LICENSE NO.


BRIDGE 2441 S.P. 027-605-029


B176

8/14/2014

TYPE 11 TYPE 12Curve < PILASTER < PILASTER < PILASTER < PILASTER


NTT

TYPE 11 TYPE 12

R=21'-10ƒ"

R=22'-3ƒ"

R=21'-10ƒ"

R=22'-3ƒ"






PILASTERS ARE SCREENED FOR CLARITY PILASTERS ARE SCREENED FOR CLARITY

1'-4•" 1'-4‚"

5'-3"1'-9"5'-3"

1'-

2"

5"

5"

15'-4†" 15'-4†"

5'-

11"1

'-2"

13'-1•"

(TYP)

2‚"

(TYP)

2‚"

TYP.

3‚"

F432E-OUTSIDE FACE

F430E-INSIDE FACE

2-F502E(TYP)2-F503E

F501E

SPACING FOR 2'-7•"

2

2-F502E

5 SPA. @ 10•"=4'-4•"

2

2

5 SPA. @ 10•"=4'-4•"

2

F501E

SPACING FOR 2'-7•"

F436E-OUTSIDE FACE

F434E-INSIDE FACE

1'-9•"1'-9†"

(TYP)

3‚"

(TYP)

3"

R=22'-8‚", INSIDE FACEINSIDE FACE

R=22'-8‚",

(TYP)

6"

6"

(TYP)

1"

(TYP)

1"

(TYP)

R=23'-7ƒ"

R=23'-5ƒ"

OUTSIDE FACE

R=23'-1‚",

2"

2'-4"

8•

"

(TY

P)

1'-4•"

2‚"(T

YP)

2‚"(T

YP)

< PILASTER< PILASTER

1'-4…"

2

2

13'-1•"

2

ECAF E

DISTUO

GNOLA DERUSAEM

1.

NOTES:

2

3

13'-1•"

(TYP)

4"

(TYP)

4"

2"

1'-4‚"

2

"•1-'31

2

(TY

P)

8•

"

1"

(TYP)

1"

(TYP)

6"

(TYP)

6"

(TYP)

R=23'-7ƒ"

R=23'-5ƒ"

OUTSIDE FACE

R=23'-1‚",

2

2‚"

(TYP)

2‚"

(TYP)

SECTION C-C

F501E

F435E

F431E OR

4"6"4"

2•" 2•"

4"6"4"

"3-'21

= "

•01

@ .APS

41

"3-'21 = "•01 @ .APS 41

F434E

F430E OR

OUTSIDE FACE

INSIDE FACE

F437E

F433E OR

1'-9•"

(TYP)

3"

(TYP)2-F503E

1'-4‚"

4

4

FACE ONLY, (TYP)

4•" OUTSIDE

4

4

4

FACE ONLY, (

TYP)

4•" OUTSID

E

4

4

4

5

4

4

4

2'-2‡"

4 4

2 4 2 4

2'-2ƒ"2'-2ƒ"

1'-4…"

AMK

5315'-10…" (PRECAST PANEL LENGTH)


5 SPA. @ 10•"=4'-4•"

15'-10" (PRECAST PANEL LENTH) 3 5


43101

4

< PILASTER

TO

OPENING

DIAMOND

<

TO

OPENING

DIAMOND

<

TOP OF WALK

TOP OF CURB

5 SPA. @ 10•"=4'-4•"

WALK

TOP OF

B158R3

12/15/2015

5'-3"1'-9"5'-3"

2'-3"

1'-9ƒ"

MEASURED RADIAL




INFORMATION.SEE B152 FOR ADDITIONAL

5'-

11"

1'-4‚"4

1'-2"

BEGIN RADIUS

F436EF432E OR

1'-11‚" 1'-11„"

2 4 2 4

SEE SHEET B153(TYP)PILASTER CAPBLOCKOUT FOR

JOINT

< EXP

A A BB

C

C C

CF433E-OUTSIDE FACEF431E-INSIDE FACE

DETAILS (TYP)

SEE B153 FOR

EMBEDDED ANCHOR BOLTS TOP OF CURB


NTT

PILASTER ELEVATION

SECTION A-A

SECTION B-B

SECTION C-C

2'-0"

2'-4"

1'-8"

1'-4"

2'-0"2'-4"

2'-4"

2'-

0"

1'-

4"

1'-

0"

5•

"3"

3"

2-F453E E.F. (TYP)

2-F451E (TYP)

2-F450E (TYP)

2-F452E E.F. (TYP)

HSS 7x7x… HSS 7x7x…

3"

2 S

PS.

@ 7‡

"

= 1'-

3ƒ

"

4x4 - W2.9xW2.9 W.W.F.

4x4 - W2.9xW2.9 W.W.F.

L 4x3x‚ (TYP) L 4x3x‚ (TYP)

2-F453E E.F. (TYP)

2-F451E (TYP)

2" CONDUIT

BOX

JUNCTION

•" RELIEF (TYP)

STIR

RU

P

SP

ACIN

G

STIR

RU

P

SP

ACIN

G

2-F452E E.F. (TYP)

2-F450E (TYP)

TYPE 2 STEEL POST SHOWN

1'-

2"

(TY

P)

2"

CL

R

F453E (TYP)

1•" CLR

CL

R

2"

CL

R

2"

1•" CLR

F451E (TYP)

•" RELIEF (TYP)

2'-4"

5"

1'-

2"

5"

2'-

0"

(TYP)

4•" MIN

(TY

P)

3•

"

CL

R

2" CONDUIT

F450E (TYP)

F452E (TYP)

F453E (TYP)

HSS 7x7x…

ST

RU

CT

UR

AL

CO

NC

RE

TE (3

Y46)

ST

RU

CT

UR

AL

CO

NC

RE

TE (3

Y46)

AMK

ALLOW STEEL TUBE TO PASS

AS REQUIRED AT LIGHT POSTS TO

4x4 - W2.9xW2.9 W.W.F. CUT W.W.F.

FOR PULLING CONDUIT

5"x9" HANDHOLE


43101

RELIEF

EDGE OF •"

ENTABLATURE DETAILS.

SEE SHEET B152 FOR ADDITIONAL PILASTER AND 3.

641.

GALVANIZE WELDED WIRE FABRIC TO CLASS A PER ASTM

PROVIDE WELDED WIRE FABRIC PER MNDOT SPEC 3303. 2.

CONCRETE (3Y46)".

BID PRICE FOR ITEM NUMBER 2401.501 "STRUCTURAL

COST FOR WELDED WIRE FABRIC SHALL BE INCLUDED IN THE 1.

NOTES:

ON SHEET B163

SEE BASEPLATE DETAILS

TYPE 1 STEEL POST SHOWN, TYPE 2, 3 & 4 SIMILAR

1'-

0"

5•

"3"

2 S

PS.

@ 7‡

"

= 1'-

3ƒ

"

1'-8"

11/24/2015

FRONT VIEW

TYPE 1 STEEL POST SHOWN, TYPE 3 & 4 SIMILAR

B159R

7„"

7„"

AVOID CONNECTION ANGLES AND JUNCTION BOX.

ADJUST F453E AND F451E AS REQUIRED TO

CLR

1•"

CLR

1•"

3„"

3„"

(TYP)

5…"

HSS 7x7x…

SHEET

LAST REVISION:

CHECKED BY:

CAD BY:

DESIGN BY:

DATE



LICENSE NO.


BRIDGE 2441 S.P. 027-605-029


B176

8/14/2014

AA

BB

C C C C

BB

A A

SHEET

LAST REVISION:

CHECKED BY:

CAD BY:

DESIGN BY:

DATE



LICENSE NO.


BRIDGE 2441 S.P. 027-605-029


B176

8/14/2014

SECTION B-BSECTION A-A

SECTION C-C

PILASTER ELEVATION - TYPE 5

CONNECTED TO DECK PANEL

DENOTES SIDE OF PILASTER

AJN

NTT

AMK

3"

SEE DECK PANELS

6" MIN. EMBED

†"\ ANCHOR BOLTS

(TYP)

C6x10.5

INTERIOR

3•

"

PILASTER CAP

CLR. (TYP)

1‚" MIN.

•" RELIEF (TYP)

1'-0‚"3ƒ"

CIP PILASTER

4•" 7•"

(PILASTER AND RAILING)

CONNECTED TO STRUCTURE

DENOTES SIDE OF CAP

CLR. (TYP)

2" MIN.

FLANGE (TYP)

PILASTER

2" CURB

2"

CUT AROUND PRECAST RAILING

4x4 - W2.9xW2.9 W.W.F.

W.W.F. (TYP)

4x4 - W2.9xW2.9

(PILASTER AND RAILING)

CAP AND STRUCTURE BELOW

DENOTES ‚" GAP BETWEEN

NOTES:

2"


43101

ST

RU

CT

UR

AL

CO

NC

RE

TE (3

Y46)

LEGEND

1'-

2"

PILASTER CAP

CIP PILASTER

ENTABLATURE

PRECAST

CIP PILASTER

CIP PILASTER

C6x10.5 (TYP)C6x10.5 (TYP)

‚" GAP

(TYP)

C6x10.5

PRECAST ENTABLATURE

1'-

2"

1'-

2"

4x4 - W2.9xW2.9 W.W.F.

3"

6"

(TY

P)

4"

MIN.

(TY

P)

3•

"

1'-7"

1'-

6†

"9

…"

EX

P J

T.

SECTION E-E SECTION F-F

SECTION D-D

EX

P J

T.

8„

"3•

"

EX

P J

T.

EX

P J

T.

GAP

‚" MIN.

RAIL

8•" PRECAST

3ƒ"

‚" GAP

RAIL CAP

1'-2" PRECAST

‚" GAP

RAIL CAP

1'-2" PRECAST

5"

RAIL BASE

1'-2" PRECAST

5"

‚" GAP

2†

"

5"

5" 5"

5"

B160R3

12/15/2015

2•" 3"

1'-

8"

1'-

0•

"7•

"

1'-4"

3„

"3„

"

2•

"

< EXP JT.

< RAILING

(TYP)

FLANGE

PILASTER

< RAILING

< EXP JT.

7„

"

GAP

‚"

7"

1•" 2‚"

3"PRECAST PANEL

1'-

2"

7"

2•"1•"

3"

4ƒ

"

2"

1•"

PRECAST PANEL

UHPC (TYP)

4•" EMBEDMENT IN

HEADED STUD

•"\ GALVANIZED

2‚"

‚" GAP

1•"

1•" 2•"

UHPC (TYP)

4•" EMBEDMENT IN

HEADED STUD

•"\ GALVANIZED

< EXP JT.

2"

< RAILING

(TY

P)

4‚

"

MIN.

EP

OX

Y

2"

U-BARS (TYP)

•"\ GALVANIZED

PRECAST DECK PANEL

POUR BACK

CONCRETE

OVERLAY

POUR BACK

CONCRETE POUR BACK

CONCRETE

POUR BACK

CONCRETE

POUR BACK

CONCRETE

CAST PRECAST DECK PANELS.

CONCRETE POUR BACK MATERIAL SHALL BE SAME MATERIAL USED TO 6.

SPEC. 3392 PRIOR TO ENTABULATURE FABRICATION.

•"\ HEADED STUD AND U-BARS SHALL BE GALVANIZED PER MNDOT 5.

SEE SHEET B152 FOR ADDITIONAL PILASTER AND ENTABLATURE DETAILS.4.

GALVANIZE WELDED WIRE FABRIC TO CLASS A PER ASTM 641.

PROVIDE WELDED WIRE FABRIC PER MNDOT SPEC 3303 3.

(3Y46)".

BID PRICE FOR ITEM NUMBER 2401.501 "STRUCTURAL CONCRETE

COST FOR WELDED WIRE FABRIC SHALL BE INCLUDED IN THE 2.

SIGNIFICANT LOADING.

PILASTER FLANGE IS ARCHITECTURAL AND NOT DESIGNED FOR 1.

DECK PANEL

TOP OF

DECK PANEL

TOP OF

THREADED BARS (TYP)

…"\ GALVANIZED

1

11

1

1

AS-BUILT - ORNAMENTAL RAILING DETAILS (9 OF 11)

#3 (E) BARS W/ #3 (E) TIES INSTEAD W.W.F.

#3 (E) BARS EACH WAY INSTEAD W.W.F.

REINFORCING.

REQUEST. SEE SHEET B161A FOR REVISED GEOMETRY AND

MODIFED FOR CONSTRUCTABILITY AT THE CONTRACTOR'S

2

3

2

3

B B

C C

D D

A A

F

E

F

E

‚" GAP

1'-

2"

1'-

2"

2"

< EXP JT

2'-

4"

7„

"

•"

2'-0"

4†

"

‚" GAP

? •x3x0'-7" (TYP)

SECTION B-B

SECTION C-C

RAIL

8•" PRECAST

‚" GAP

5"

5"

CIP PILASTER

PRECAST ENTABLATURE

RAIL

1'-2" PRECAST

1'-

2"

1'-

2"

‚" GAP

‚" GAP

‚" GAP

CIP PILASTER

C6x10.5 (TYP)

C6x10.5 (TYP)

SECTION D-D

EX

P JT.

EX

P JT.

EX

P JT.

SHARED USE PATH

SHARED USE PATH

SECTION B-B

SECTION C-C

RAIL

8•" PRECAST

‚" GAP

5"

5"

CIP PILASTER

3ƒ"

RAIL

1'-2" PRECAST

‚" GAP

1'-

2"

1'-

2"

‚" GAP

‚" GAP

‚" GAP

CIP PILASTER

C6x10.5 (TYP)

C6x10.5 (TYP)

SECTION D-D

6"

3"

SHARED USE PATH

SHARED USE PATH

AJN

RAM

AMK

CLR. (TYP)

1‚" MIN.

•" RELIEF (TYP)CLR. (TYP)

2" MIN.

FLANGE (TYP)

PILASTER

1'-7"

CLR. (TYP)

1‚" MIN.

•" RELIEF (TYP)

1'-0‚"3ƒ"

1'-0‚"3ƒ"

CIP PILASTER

CIP PILASTER

2"

2"

? •x3x0'-7" (TYP)1'-7"

1'-

6†

"9

…"

W.W.F. (TYP)

4x4 - W2.9xW2.9

FLANGE (TYP)

PILASTER

SE OR NW APPROACH PILASTER

4x4 - W2.9xW2.9 W.W.F.

NE OR SW APPROACH PILASTER

ENTABLATURE

PRECAST

2•" 1•"


43101

NOTES:

4X4 - W2.9XW2.9 W.W.F.

B161R2

W.W.F. (TYP)

4x4 - W2.9xW2.9

? •x3x0'-7" (TYP)

12/03/2015

1'-4"

1'-4"

< RAILING

3„

"3„

"

(TY

P)

2†

"

1'-

0•

"

7•

"

2•

"

JOINT

< EXP

3ƒ"

SE APPROACH PILASTER SHOWN, NW SIMILAR

(TY

P)

3•

"

(TY

P)

3•

"

2'-0"

SE APPROACH PILASTER SHOWN, NW SIMILAR< RAILING

< RAILING

1'-

0•

"

7•

"

3„

"3„

"

(TY

P)

2†

"

2•

"

NE APPROACH PILASTER SHOWN, SW SIMILAR

NE APPROACH PILASTER SHOWN, SW SIMILAR

2" CURB

< RAILING

JOINT

< EXP

2'-

4"

1'-

8"

1'-

8"

7„

"

(TY

P)

0•

"

(TY

P)

0•

"

7„

"7„

"

2'-0"

4†

"

JOINT

< EXP

7„

"

‚" GAP

JOINT

< EXP

1•"

JOINT

< EXP

2•"

6. FOR PILASTER CAP DETAILS, SEE SHEET B160.

CUTS.

SEE SHEET B160 FOR LOCATION OF SECTION 5.

PILASTER AND ENTABLATURE DETAILS

SEE SHEET B152 FOR ADDITIONAL4.

CLASS A PER ASTM 641.

SPEC 3303. GALVANIZE WELDED WIRE FABRIC TO

PROVIDE WELDED WIRE FABRIC PER MNDOT 3.

2401.501 "STRUCTURAL CONCRETE (3Y46)."

INCLUDED IN THE BID PRICE FOR ITEM NUMBER

COST FOR WELDED WIRE FABRIC SHALL BE 2.

SEE SHEET B160 FOR PILASTER CAP DETAILS1.

1'-

6†

"9

…"

6"

3"

2‚"

2‚"

4†

"

PANEL

APPROACH

PANEL

APPROACH

APPROACH PANEL

CONNECTED TO DECK PANEL OR

DENOTES SIDE OF PILASTER

GALVANIZED

•" \ HEADED STUDS

< EXP JOINT

EX

P JT.

STUDS GALVANIZED

•" \ HEADED

EMBEDMENT

2"

4•"EMBEDMENT TYP

EMBEDMENT

2"

2" CURB

CLR (TYP)

2" MIN

EX

P JT.

2'-

4"

TO W.W.F.

1•"

TO W.W.F.

1•"

POUR BACK

CONCRETE

POUR BACK

CONCRETE

END BLOCK

POUR BACK

CONCRETE

POUR BACK

CONCRETE

END BLOCK

DECK PANEL

TOP OF

DECK PANEL

TOP OF

FOR REVISED GEOMETRY AND REINFORCING.

CONTRACTOR'S REQUEST. SEE SHEET B161A

MODIFIED FOR CONSTRUCTABILITY AT THE 1

1

1

1

1

AS-BUILT - ORNAMENTAL RAILING DETAILS (10 OF 11) SHEET

LAST REVISION:

CHECKED BY:

CAD BY:

DESIGN BY:

DATE



LICENSE NO.


BRIDGE 2441 S.P. 027-605-029


B176

8/14/2014

SHEET

Plotted by:mratnaraj Plotted Date:3/27/2017 Model:SHEET pw:\\pw-int.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\As-Built\CBR2441_RAL016A.dgnFile:

BRIDGE 2441 S.P. 027-605-029


B176

1'-

2•

"1'-

2•

"

1'- 8•

"

SECTION B - B

SECTION A - A

6"

1'-6"

FIXED SIDE

SECTION C - C

FIXED SIDE

#3(E) EPOXY REBAR CLOSED LOOP

#3(E) EPOXY REBAR DRILL AND DOWELLEGEND

B161A

B176

B161A

SHEET

BRIDGE 2441 S.P. 027-605-029


mratnarajPlotted by: Plotted Date:3/27/2017 Model:SHEET File: pw:\\pw-int.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\As-Built\CBR2441_RAL016A.dgn

B176

B161A

SHEET

BRIDGE 2441 S.P. 027-605-029


mratnarajPlotted by: Plotted Date:3/27/2017 Model:SHEET File: pw:\\pw-int.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\As-Built\CBR2441_RAL016A.dgn

(PILASTER)

EMBED INTO UNDERLYING CONCRETE

INTO PRECAST PILASTER CAP 4"

DRILL AND EPOXY 3•" EMBED.

…" GALVANIZED THREADED BAR

6ƒ" EMBEDMENT.

DRILL AND EPOXY #3(E) BAR,

6"

BOLT (GR 36 MIN) (TYP)

…"X 4" GALVANIZED

2•

"

2ƒ"

…"x7•" GALVANIZED BOLT

AS-BUILT - ORNAMENTAL RAILING DETAILS (10A OF 11)

PILASTER ELEVATION - TYPE 5

1'-

2"

1'-

1"

3"

3•"8•"

(TYP)

WIRE MESH

WELDED

(TYP)

WIRE MESH

WELDED

(TYP)

WIRE MESH

WELDED

1•" THICK STRUCTURAL FOAM TO STAY IN PLACE

BIT FELT MATERIAL TO STAY IN PLACE

A COPY MADE BY MGR ON 03/06/2017

A A

B B

C C


RAM

AMK

2'-4"

2'-4"

SECTION B-B

SECTION C-C

1'-

4"

ANGLES ON NORTH FACE OF POST NOT REQUIRED

F555E

SP

ACIN

G

FO

R

F354

E

1.

2.

SECTION D-D

N.E. END RAILING ELEVATION

EXPANDED ELEVATION SHOWN

SP

ACIN

G

FO

R

F460

E

SP

ACIN

G

FO

R

F459

E

INTERIOR CORNER

6"

2'-4"

1'-

2"

5"

2" CURB

F354E

•" CORK JOINT

•" RELIEF (TYP)

CONSTRUCTION JOINT

RAILING

EXISTING METAL

JOINT

•" CORK

F354E

F361E

6"

9"

9‡"6•"

RAILIN

G

TO

RE

MAIN

EXIS

TIN

G

BRID

AL

VEIL F

ALLS

1'-

10„

"

6"

3"

11‚

"

CO

NS

TR

UC

TIO

N J

OIN

T

F555E

3"

3"

F558E

3"

3"

6"

3"

3"

F460E

1'-6"

1'-0"

6"

CURB

(TYP)

1•" RAD

3'-

3"

3"

3"

(TYP)

(TY

P)

6"3" 3"

MANUFACTURERGROUT, DEPTH PER DRILL AND ADHESIVE

2-F558E

2-F557E

4 S

PA.

@ 6"

= 2'-

0"

6"

6"

1'-

0"

1'-

0"

1'-

0"

4 S

PA.

@ 6"

= 2'-

0"

SP

ACIN

G

FO

R

F361E

3"

3"

3"

3'-

3"

2'-

9"

1'-0"

1'-8"

1'-8"

3.

4.

GROUT, DEPTH PER

DRILL AND ADHESIVE

MANUFACTURER

119°51'12"

(3Y46)."

ITEM NUMBER 2401.501 "STRUCTURAL CONCRETE

STRUCTURAL CONCRETE (3Y46) AND PAID FOR UNDER

CONCRETE FOR WALL CONNECTION SHALL BE

NUMBER 2401.501 "STRUCTURAL CONCRETE (3Y46)."

AND SHALL BE INCLUDED IN THE COST FOR ITEM

•" CORK JOINT SHALL CONFORM TO MNDOT SPEC 3702

SEE B159 FOR PILASTER REINFORCEMENT.

TO CONSTRUCTION.

ALL DIMENSIONS TO BE FIELD VERIFIED PRIOR


43101

1'-

0"

1'-

0"

RAILING TO REMAIN

EXISTING BRIDAL VEIL FALLS , PRESERVE AND PROTECT

NOTES:

11/24/2015

B162R

F459E

F557E

F556E

F556E

3"

3"

3‡"

3‡"

F555E

10•"

3†"

3†"

2-F556E

3„" APPROXIMATE

(TYP)

1 •" RAD

JOINT

•" CORK

SHEET

LAST REVISION:

CHECKED BY:

CAD BY:

DESIGN BY:

DATE



LICENSE NO.


BRIDGE 2441 S.P. 027-605-029


B176

8/14/2014

BB

CC

D

D

SHEET

LAST REVISION:

CHECKED BY:

CAD BY:

DESIGN BY:

DATE



LICENSE NO.


BRIDGE 2441 S.P. 027-605-029


B176

8/14/2014

‚

‚

SECTION A-A

5"

3"

1"

3"

1"

1‡" 1„"

SECTION B-B

SECTION C-C

3'-

9„

"

3'-

2‚

"

1‚

"1‚

"

1‚"1‚"

1'-

0"

1'-0"

1‚

"9•

"

1‚"9•"1‚"

1‚

"

1„"

POST AT TYPE 3 & 4 PILASTERPOST AT TYPE 5 PILASTER

‚

DETAIL •"x12"x12" ?

NOTES:

1"

(TYP)

C6x10.5

L3•x2•x‚

†"x1†" SLOTTED HOLE

†"x1‚" SLOTTED HOLE

L4x3x‚

HSS7x7x…

(TYP)

L4x3x‚

(TYP)

C6x10.5HSS7x7x…

(TYP)

L4x3x‚

(TYP)

L4x3x‚HSS7x7x…

HSS7x7x…

L4x3x‚

POST AT TYPE 1 & 2 PILASTER

1'-

8•

"

1'-

5‡

"

< PILASTER

TOP OF DECK PANEL

TOP OF DECK PANEL

1"

3"

1"

1‡" 1„"

5"

3"

DECK PANEL

TOP OF PRECAST

1•"1•" 3•"

7"

2"

3"

2"

OR CHANNEL

STEEL TUBE

FACE OF END OF RAIL PANEL

W/ NUT & WASHERS

•" \ A325 BOLT

RAIL PANEL

EMBEDDED IN PRECAST

•" \ THREADED ROD

< PILASTER

HOLE (TYP)

†"x1‚" - SLOTTED

< SLOTTED HOLE (TYP)






HOLE (TYP)

†"x1‚" - SLOTTED

‡"x15"x11"?

HOLE (TYP)

•"\ - OVERSIZED

HOLE (TYP)

Ž"\ - OVERSIZED

HOLE

•"\ - WEEP

HOLE

•"\ - WEEP

HOLE

•"\ - WEEP

HOLE

•"\ - WEEP

3" 1•"1•"

1'-

8•

"

(TYP)

SLOTTED HOLE

†"x1†"

SPACING (TYP)

SLOTTED HOLE

< †"x1†"

DETAIL …"x8"x8" ?

8"

8"

4"

4"

6"

6"

4"\ HOLE

4"\ HOLE

4"\ HOLE

AJN

NTT

AMK

DETAIL ‡"x15"x11" ?

1'-3"

5"

6"

11"

3"9"3"

7•"7•"

1•

"

< HSS7x7x…

< PILASTER

HOLE (TYP)

•"\ - OVERSIZED

1•" 1•"

‡"x15"x11" ?HSS7x7x…

2" \ CONDUIT (TYP)

4" \ HOLE

5"

TY

PE 2 - 3'-

9„

"

TY

PE 1 - 3'-

4"

1'-

8•

"1'-

5•

"

CONNECTION, INCIDENTAL

LEVEL ANGLE TO ANGLE

SHIM AS REQUIRED FOR

DECK PANEL (TYP)

< EMBEDDED IN PRECAST

WITH NUT AND WASHER

ƒ"\ THREADED ROD

DECK PANEL (TYP)

< EMBEDDED IN PRECAST

WITH NUT AND WASHER

ƒ"\ THREADED ROD

END DETAIL

SEE ANGLE

†" \ HOLE

•"\ THREADED ROD

NUT AND WASHER FOR

ANGLE END DETAIL

1"

1"

3"

1"

(TYP)

†"\ HOLE

SECTION E-E

3" 1"1"

HOLE (TYP)

SLOTTED

†"x1†"


43101B163R3

12/15/2015

RAIL-POST ANGLE CONNECTION

ƒ"x11"x11" ? - TYPE 2

…"x8"x8" ? - TYPE 1

8•

" 5•

"

8•"

11"

11"

DETAIL ƒ"x11"x11" ?

1…

"

ƒ"x11"x11" ?

‚

‚

3…"

1†

"

1…

"

9.

8.

7.

6.

5.

4.

3.

2.

1.

(TYP)

? •"x7"x3•"

‡"x15"x11"? - TYPE 2

•"x12"x12"? - TYPE 1

VIEW D-D

BO

LT

HO

LE

SP

ACIN

G (T

YP)

ANGLES

TYP ALL

6"

4ƒ"TYPE 1

TYPE 2

ANGLES

TYP ALL

TYPE 3

TYPE 4 3•"

6"

HOLE (TYP)

OVERSIZED

Ž"\ -

WEEP HOLE DETAIL

HOLE

•"\ - WEEP

1'-

3•

"

•"

PRECAST DECK PANEL (TYP)

NUT AND WASHER EMBEDDED IN

< ƒ" \ THREADED ROD WITH

DETAILS.

SEE ORNAMENTAL RAILING POST SHOP DRAWING 144 FOR

REQUEST.

MODIFIED FOR CONSTRUCTIBILITY AT THE CONTRACTOR'S

EMBEDDMENT. SEE RFI 34 FOR DETAILS.

DRILL AND INSTALL WITH REDHEAD A7 ADHESIVE, 6†" MINIMUM

PRIOR TO CASTING PILASTER.

ALL 4" \ HOLES AND •"\ WEEP HOLES SHALL BE PLUGGED

THROUGH FOR LIGHTING.

4" \ HOLES SHALL BE PLUGGED AFTER CONDUIT DRAWN

MEASUREMENT FOR WEIGHT WILL BE TAKEN.

WASHER WEIGHT ARE CONSIDERED INCIDENTAL AND NO

ITEM 2402.521 "STRUCTURAL STEEL (3310)". BOLT NUT AND

INCLUDE BOLTS, NUTS AND WASHERS IN THE COST FOR BID

WALLS REQUIRE ANGLES ON ONLY ONE SIDE FOR CONNECTIONS.

STEEL POST AT THE END PILASTERS AT THE END OF THE

4 , SEE SHEET B163A.

FOR HAND HOLE DETAILS FOR POST AT PILASTERS 2 , 3 AND

3394, AFTER FABRICATION.

GALVANIZE ALL OTHER STRUCTURAL STEEL PER Mn/DOT SPEC.

AFTER FABRICATION.

GALVANIZE BOLTS, NUTS, AND WASHERS PER Mn/DOT SPEC. 3392

IN Mn/DOT SPEC. 3361.

STRUCTURAL TUBES PER A.S.T.M. A500, GRADE B AS SPECIFIED

PROVIDE STRUCTURAL STEEL PER Mn/DOT SPEC. 3310. PROVIDE

THEM ACCURATELY AND PLUMB. SEE SPECIAL PROVISIONS.

PROVIDE CORRECT ALIGNMENT FOR ANCHORAGES BY PLACING

AS-BUILT - ORNAMENTAL RAILING STEEL POST DETAILS (1 OF 2)

A A

B B

C C

D

D

E

E

5•"

TYPE 2 , 3 , AND 4 PILASTERS

TYPE 1 PILASTER ONLY

TYPE 1 PILASTER ONLY

(TYP)

•"

TY

PE 1

TY

PE 2 1'-

5•

"

1"

8"

1•

"

6"

4ƒ"

4•"

6"

SEE SHEET B163A FOR PLATE ORIENTATION

TYPE 1, 2 , 3 , AND 4 PILASTERS ONLY

2

2

2

2

3

< PILASTER

4

3

SHEET

LAST REVISION:

CHECKED BY:

CAD BY:

DESIGN BY:

DATE



LICENSE NO.


BRIDGE 2441 S.P. 027-605-029


B176

8/14/2014

‚

NOTES:

1'-

2„

"

POST AT TYPE 2 PILASTER



SECTION B-B

1'-

2„

"

‚

(TYP)

4•"

‚

SECTION C-C

5•"x14"x…" ?

SECTION E-E

(TYP)

RAILING ANGLE

JUNCTION BOX

(TYP)

RAILING ANGLEJUNCTION BOX

(TYP)

RAILING ANGLE

JUNCTION BOX

1'-

2‚

"

1'-

2"

(TYP)

R= 1‚"

11•

"

…" ?

AJN

PRE

AMK


43101

EAST FACE POST AT TYPE 3 PILASTER

BOX

JUNCTION

HOLE

•"\ - WEEP

HSS7x7x…

HOLE

•"\ - WEEP

< PILASTER

HOLE

•"\ - WEEP

< PILASTER

HSS7x7x…

HOLE

•"\ - WEEP

‡"x15"x11"?

< PILASTER

HSS7x7x…

HOLE

•"\ - WEEP

TOP OF DECK PANEL

COST OF THE JUNCTION BOX.

STRENGTH, INCIDENTAL TO

5000 PSI ADHESIVE SHEAR

WITH ADHESIVE. MINIMUM

BOND JUNCTION BOX TO HSS

NUTS AND WASHERS (TYP)

†"\ A325 BOLT WITH

NUTS AND WASHERS (TYP)

†"\ A325 BOLT WITH NUTS AND WASHERS (TYP)

†"\ A325 BOLT WITH











•"\ - WEEP HOLE

12/15/2015

5•"

1‚" 3" 1‚"

1‚

"1‚

"

SEE DETAIL

1•"\ HOLES,

(TYP)

Œ"\ HOLE

INCLUDES 4-•"\ BOLTS W/ WASHERS

5"

SEE DETAIL

1•"\ HOLES,

3•" 1ƒ"1ƒ"

1•

"1•

"1•

"

1•"\ CONDUIT HOLE DETAIL

(TYP)

1•"\ HOLE

HSS7x7x…

JUNCTION BOX

10"X4•"X4"

‚

(TYP)

L4x3x‚

ƒ"x11"x11" <

SEE DETAIL

1•"\ HOLES,

SEE DETAIL

1•"\ HOLES,

3" 2"2"

9"

1‚

"

(TYP)

BOLT W/ WASHER

HOLE FOR •"

TAPPED •"\

ƒ"x11"x11" <

‚

(TYP)

L4x3x‚

‡"x15"x11"?

WEST FACE POST AT TYPE 4 PILASTER

1‚

"9"

2" 2"3"

SEE DETAIL

1•"\ HOLES,

ON HSS.

ADHERING JUNCTION BOX

JUNCTION BOX PRIOR TO

1•" HOLES IN HSS AND

CONTRACTOR TO LINEUP

JUNCTION BOX

ON HSS.





JUNCTION BOX

SEE DETAIL

1•"\ HOLES,

3"2" 2"

1‚

"9"

JUNCTION BOX5"

ON HSS.





JUNCTION BOX

‡"x15"x11"?

VIEW A-A

SEE DETAIL

1•"\ HOLES,

‚

ƒ"x11"x11" <

DECK PANEL

TOP OF

DECK PANEL

TOP OF

B163AR3

11ƒ

"

1‚"

1'-

1"

SEE DETAIL

1•"\ HOLES,

1‚"

1'-

1"

BOX

JUNCTION

1‚"

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

1'-

2„

"

4•"


< PILASTER

L4x3x‚ (TYP)

(TYP)

6"< ANCHORAGE< ANCHORAGE

HOLES FOR CONDUIT SUPPORT PRIOR TO GALVANIZING

SEE LIGHTING DETAILS FOR INTERIOR CONDUIT SUPPORT. DRILL REQUIRED

CAULK AROUND 5•"X14"X…" ? AFTER BOLTING TO TUBE FOR TIGHT SEAL.

OF PILASTERS.

ADHESIVE BOND AT JUNCTION BOX MUST BE CURED PRIOR TO CONSTRUCTION

CONSIDERED INCIDENTAL AND NO MEASUREMENT FOR WEIGHT WILL BE TAKEN.

2402.521 "STRUCTURAL STEEL (3310)". BOLT, NUT, AND WASHER WEIGHT ARE

INCLUDE BOLTS, NUTS AND WASHERS IN THE COST FOR BID ITEM NUMBER

QUANTITY OF NUTS AND WASHERS WITH LIGHTPOLE MANUFACTURER.

VERIFY LENGTH OF †" A325 BOLT WITH LIGHT POLE MANUFACTURER. VERIFY

SEAL PLATE AT HANDHOLE PRIOR TO CONSTRUCTION OF PILASTER.

FOR ADDITIONAL POST DETAILS, SEE SHEET B163.

FABRICATION.

GALVANIZE ALL OTHER STRUCTURAL STEEL PER Mn/DOT SPEC. 3394, AFTER

FABRICATION.

GALVANIZE BOLTS, NUTS, AND WASHERS PER Mn/DOT SPEC. 3392 AFTER

TUBES PER A.S.T.M. A500, GRADE B AS SPECIFIED IN Mn/DOT SPEC. 3361.

PROVIDE STRUCTURAL STEEL PER Mn/DOT SPEC. 3310. PROVIDE STRUCTURAL

AND PLUMB. SEE SPECIAL PROVISIONS.

PROVIDE CORRECT ALIGNMENT FOR ANCHORAGES BY PLACING THEM ACCURATELY

AS-BUILT - ORNAMENTAL RAILING STEEL POST DETAILS (2 OF 2)

< ANCHORAGE

A

A

B B

C

EE

(TYP.)

R=1•"

(TYP.)

R=1•"

BOTTOM OF •" PILASTER RELIEF

PILASTER RELIEF

BOTTOM OF •"

FOR CLARITY

PLATE NOT SHOWN

HANDHOLE - COVER

5"x9" TEMPORARY

FOR CLARITY

PLATE NOT SHOWN

HANDHOLE - COVER

5"x9" TEMPORARY

(TYP.)

R=1•"

FOR CLARITY

PLATE NOT SHOWN

HANDHOLE - COVER

5"x9" TEMPORARY

HANDHOLE COVER

TEMPORARY

5•""x14"x…" ?

PILASTER RELIEF

BOTTOM OF •"

ON BACK FACE

HANDHOLE COVER

TEMPORARY

5•""x14"x…" ?

HANDHOLE COVER

TEMPORARY

5•""x14"x…" ?

C

ANGLES

TYP ALL

ANGLES

TYP ALL

TYP ALL ANGLES

(TYP)

BOLT W/ WASHER

HOLE FOR •"

TAPPED •"\

(TYP)

BOLT W/ WASHER

HOLE FOR •"

TAPPED •"\

(TYP)

W/ WASHER

•"\ BOLT

„"

1'-

2‚

"

11ƒ

"

W/ WASHER (TYP)

•"\ BOLT

1'-

2‚

"

5"

1'-

1"

„"

3•" 7•"7•"

1" 1"

5"6"

1" 1"

1"1"

6"5"3•"

„"

11

1


ADHESIVE, 6†" MIN. EMBEDMENT.

NUT WITH RODHEAD A7

THREADED ROD W/WASHER AND

DRILL AND INSTALL ƒ" \

1

SHEET

Plotted by:cfahey Plotted Date:3/30/2017 Model:SHEET pw:\\pw-int.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\As-Built\CBR2441_RAL018B.dgnFile:

BRIDGE 2441 S.P. 027-605-029


B176

NOTES:

RAIL-POST ANGLE CONNECTION

PLAN SHEET.

LOCATIONS WHERE THE BOLTS WERE PLACED HIGHER THAN THE

PANELS TO ADDRESS MISPLACED EMBEDDED BOLTS AND THE

COMBINATION OF SHIMS AND LOOSE CLIPS WERE USED ON 55

†"x1‚" SLOTTED HOLE

END DETAIL

SEE ANGLE

†" \ HOLEW/ NUT & WASHERS

•" \ A325 BOLT

L3•x2•x‚

L4x3x‚

•"\ THREADED ROD

NUT AND WASHER FOR

RAIL PANEL

EMBEDDED IN PRECAST

•" \ THREADED ROD

1„"

SECTION F-F

HOLE (TYP)

SLOTTED

†"x1†"

2"

3"

ANGLE END DETAIL

3"

(TYP)

†"\ HOLE

†" x 1†" SLOTTED HOLEL4x3x‚

•"\ THREADED ROD

NUT AND WASHER FOR

1„"

W/ NUT & WASHERS

•" \ A325 BOLT

END DETAIL

SEE ANGLE

†" \ HOLE

L3•x2•x‚

RAIL PANEL

EMBEDDED IN PRECAST

•" \ THREADED ROD

• OR ‚"x2 •"x5" SHIM

1"

3"

1"

1‚"

2•"

†" \ HOLE (TYP)

TYPICAL ‚" OR •" THICK SHIM

AS-BUILT - ORNAMENTAL RAILING STEEL POST DETAILS (2A OF 2)

B163B

1

1

F

F

TYPE 1, 2 , 3 , AND 4 PILASTERS ONLY

3…"

2"

2‚

"

1"

1" 1"

1"

1"

1"

†" x 1†" SLOTTED HOLE

FACE OF STEEL TUBE OR CHANNEL END OF RAIL PANEL

†" x 1†" SLOTTED HOLE

1…

"

1 „

"

1"

FACE OF STEEL TUBE OR CHANNEL3…"

END OF RAIL PANEL

SHEET

LAST REVISION:

CHECKED BY:

CAD BY:

DESIGN BY:

DATE



LICENSE NO.


BRIDGE 2441 S.P. 027-605-029


B176

8/14/2014

AJN

AMK

MARK


INTERIOR RAILING


MARK


F544E

F405E

F404E

F503E

F502E

F501E

2

2

2

4

2

10

STR

STR

STR

BENT

BENT

BENT

MARK


ORNAMENTAL RAILING TYPE 2


F544E

F413E

F412E

F411E

F410E

F503E

F502E

F501E

STR

STR

STR

STR

STR

BENT

BENT

BENT

MARK




F544E

F409E

F408E

F503E

F502E

F501E

2

2

2

4

2

8

STR

STR

STR

BENT

BENT

BENT

MARK




F544E

F413E

F412E

F411E

F410E

F503E

F502E

F501E

2

1

1

1

1

4

2

8

STR

STR

STR

STR

STR

BENT

BENT

BENT

MARK




F544E

F407E

F406E

F503E

F502E

F501E

2

2

2

4

2

10

STR

STR

STR

BENT

BENT

BENT

MARK




F544E

F417E

F416E

F415E

F414E

F503E

F502E

F501E

2

1

1

1

1

4

2

14

STR

STR

STR

STR

STR

BENT

BENT

BENT

MARK




F544E

F419E

F418E

F503E

F502E

F501E

2

2

2

4

2

5

STR

STR

STR

BENT

BENT

BENT

MARK




F544E

F421E

F420E

F503E

F502E

F501E

2

2

2

4

2

5

STR

STR

STR

BENT

BENT

BENT

MARK


MARK




MARK




MARK




MARK




PARAPET AND RAILING BAR LIST AND QUANTITIES (1 OF 2)

NTT



130 SETS REQUIRED)

(130 PANELS,

4 SETS REQUIRED)

(4 PANELS,

2

1

1

1

1

4

2

8

4 SETS REQUIRED)

(4 PANELS,

1'-5"

9'-8"

10'-10"

4'-7 1/2"

4'-11"

4'-7 1/2"

4 SETS REQUIRED)

(4 PANELS,

1'-5"

11'-0"

12'-4"

10'-6"

11'-8"

4'-7 1/2"

4'-11"

4'-7 1/2"

2 SETS REQUIRED)

(2 PANELS,

1'-5"

11'-1"

12'-4"

4'-7 1/2"

4'-11"

4'-7 1/2"

2 SETS REQUIRED)

(2 PANELS,

4 SETS REQUIRED)

(4 PANELS,

4 SETS REQUIRED)

(4 PANELS,

2 SETS REQUIRED)

(2 PANELS,

1 SET REQUIRED)

(1 PANEL,

1 SET REQUIRED)

(1 PANEL,

3 SET REQUIRED)

(3 PANEL,

41308

BILL OF REINFORCEMENT ORNAMENTAL RAILING TYPE 9

* 2 PANELS, 2 SETS REQUIRED

*


R727E

R526E

R525E

R524E

R523E

R522E

R521E

R520E

R519E

R518E

R517E

R516E

R515E

R514E

R513E

R512E

R511E

R510E

R509E

R508E

R507E

R506E

R505E

R504E

R503E

R502E

R501E

2

636

192

96

8

2

2

8

8

2

2

8

16

2

2

8

32

2

2

8

8

8

2

SER OF

4

12

40

2248

2257

BENT

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

BENT

BENT

BENT

BENT

BENT

BENT

BENT

DOWEL BARS IN DECK

HORIZ, OUTSIDE TOP

HORIZ, OUTSIDE BOT

HORIZ, INSIDE TOP

HORIZ, INSIDE BOT

PANEL ENDS

VERTICAL

VERTICAL

DOWEL BARS IN DECK

HORIZONTAL, TOP

HORIZONTAL, BASE

PANEL ENDS

VERTICAL

VERTICAL

DOWEL BARS IN DECK

HORIZONTAL, TOP

HORIZONTAL, BASE

PANEL ENDS

VERTICAL

VERTICAL

DOWEL BARS IN DECK

HORIZONTAL, TOP

HORIZONTAL, BASE

PANEL ENDS

VERTICAL

VERTICAL

DOWEL BARS IN DECK

HORIZONTAL, TOP

HORIZONTAL, BASE

PANEL ENDS

VERTICAL

VERTICAL

DOWEL BARS IN DECK

HORIZ, OUTSIDE TOP

HORIZ, OUTSIDE BOT

HORIZ, INSIDE TOP

HORIZ, INSIDE BOT

PANEL ENDS

VERTICAL

VERTICAL

DOWEL BARS IN DECK

HORIZONTAL, TOP

HORIZONTAL, BASE

PANEL ENDS

VERTICAL

VERTICAL

DOWEL BARS IN DECK

HORIZ, OUTSIDE TOP

HORIZ, OUTSIDE BOT

HORIZ, INSIDE TOP

HORIZ, INSIDE BOT

PANEL ENDS

VERTICAL

VERTICAL

B164R4

1'-5"

11'-8"

12'-10"

4'-7 1/2"

4'-11"

4'-7 1/2"

1'-5"

11'-0"

12'-4"

10'-6"

11'-8"

4'-7 1/2"

4'-11"

4'-7 1/2"

1'-5"

7'-1"

8'-3"

4'-7 1/2"

4'-11"

4'-7 1/2"

1'-5"

7'-2"

8'-4"

4'-7 1/2"

4'-11"

4'-7 1/2"

05/23/2016

1'-5"

14'-2"

15'-4"

13'-10"

14'-9"

4'-7 1/2"

4'-11"

4'-7 1/2"

08/14/2014

6'-6"

8'-2"

6'-5 3/4"

9'-6 1/4"

11'-7"

8'-8 1/2"

9'-5 1/2"

10'-5"

11'-6"

8'-8"

9'-5"

9'-9"

11'-6"

10'-7"

11'-4"

11'-8"

13'-6"

8'-5"

9'-2"

9'-7"

3'-3"

5'-11"

6'-9"

TO

6'-5"

6'-11"

3'-9"

4'-11"

6'-4 1/2"

END RAIL GUARD ATTACHMENT

FOR 14'-2 1/2" OR LARGER PANELS

FOR 11.5' TO 11.83' PANELS

FOR 10' PANELS

LONGITUDINAL, SE

SE, END TOP

SE, END MIDDLE

SE, END

LONGITUDINAL, NE

NE, END TOP

NE, END MIDDLE

NE, END

LONGITUDINAL, SW

SW, END TOP

SW, END MIDDLE

SW, END

LONGITUDINAL, NW & S.W.

NW, END TOP

NW, END MIDDLE

NW, END

STIRRUP

STIRRUP

STIRRUP

STIRRUP

STIRRUP AT JOINT

STIRRUP

PLACED IN DECK

F544E

F425E

F424E

F423E

F422E

F503E

F502E

F501E

STR

STR

STR

STR

STR

BENT

BENT

BENT

F544E

F429E

F428E

F427E

F426E

F503E

F502E

F501E

STR

STR

STR

STR

STR

BENT

BENT

BENT

F544E

F433E

F432E

F431E

F430E

F503E

F502E

F501E

2

1

1

1

1

4

2

12

STR

STR

STR

STR

STR

BENT

BENT

BENT

2

1

1

1

1

4

2

12

STR

STR

STR

STR

STR

BENT

BENT

BENT

F544E

F439E

F438E

F503E

F502E

F501E

2

2

2

4

2

12

STR

STR

STR

BENT

BENT

BENT

2

1

1

1

1

4

2

11

1'-5"

13'-0"

14'-2"

12'-7"

13'-9"

4'-7 1/2"

4'-11"

4'-7 1/2"

2

1

1

1

1

4

2

11

1'-5"

12'-8"

13'-11"

12'-4"

13'-7"

4'-7 1/2"

4'-11"

4'-7 1/2"

1'-5"

14'-4"

15'-6"

14'-0"

15'-2"

4'-7 1/2"

4'-11"

4'-7 1/2"

F544E

F437E

F436E

F435E

F434E

F503E

F502E

F501E

1'-5"

14'-4"

15'-6"

14'-0"

15'-2"

4'-7 1/2"

4'-11"

4'-7 1/2"

DOWEL BARS IN DECK

HORIZ, OUTSIDE TOP

HORIZ, OUTSIDE BOT

HORIZ, INSIDE TOP

HORIZ, INSIDE BOT

PANEL ENDS

VERTICAL

VERTICAL

DOWEL BARS IN DECK

HORIZ, OUTSIDE TOP

HORIZ, OUTSIDE BOT

HORIZ, INSIDE TOP

HORIZ, INSIDE BOT

PANEL ENDS

VERTICAL

VERTICAL

DOWEL BARS IN DECK

HORIZ, OUTSIDE TOP

HORIZ, OUTSIDE BOT

HORIZ, INSIDE TOP

HORIZ, INSIDE BOT

PANEL ENDS

VERTICAL

VERTICAL

DOWEL BARS IN DECK

HORIZ, OUTSIDE TOP

HORIZ, OUTSIDE BOT

HORIZ, INSIDE TOP

HORIZ, INSIDE BOT

PANEL ENDS

VERTICAL

VERTICAL

DOWEL BARS IN DECK

HORIZONTAL, TOP

HORIZONTAL, BASE

PANEL ENDS

VERTICAL

VERTICAL

1'-5"

13'-1"

14'-3"

4'-7 1/2"

4'-11"

4'-7 1/2"

SHEET

LAST REVISION:

CHECKED BY:

CAD BY:

DESIGN BY:

DATE



LICENSE NO.


BRIDGE 2441 S.P. 027-605-029


B176

AJN

AMK

MARK


ITEM UNITTOTAL

QUANTITY

SUMMARY OF QUANTITIES FOR ORNAMENTAL RAILING

PARAPET AND RAILING BAR LIST AND QUANTITIES (2 OF 2)

NTT

BRIDAL VEIL FALLS CONNECTION


F361E

F460E

F459E

F558E

F557E

F556E

F555E

F354E

5

3

3

2

2

2

1

5

BENT

BENT

BENT

STR

STR

STR

STR

BENT

STIRRUP, CORNER

STIRRUP DOWEL

STIRRUP DOWEL

VERTICAL DOWEL

VERTICAL DOWEL

VERT. DOWEL, CORNER

VERTICAL

STIRRUP

ANCHORAGES TYPE 3

ANCHORAGES TYPE 1

PRECAST CONCRETE ORNAMENTAL RAILING

PRECAST TYPE MODIFIED P-2 (TL-2) RAILING CONCRETE (3Y46)

STRUCTURAL TUBE RAILING DESIGN T-1

STRUCTURAL STEEL (3361)

STRUCTURAL STEEL (3310)

REINFORCEMENT BARS (EPOXY COATED)

TYPE MOD P-2 (TL-2) RAILING CONCRETE

STRUCTURAL CONCRETE (3Y46)

EA

EA

LF

LF

LF

LBS

LBS

LBS

LF

CY 67

1454

45,097

6110

17,005

2235

764

2117

6

12

1

41

2

3

5

NOTES:

1

2

3

4

5

10"

2'-

11•

"

F501E

10"

F502E

10"

1'-4ƒ"

10"

10•"

1'-1"

F460E

F459E

F451E

F450E

F503E

2'-

11•

"

1'-

5"

11"

8"

1'-

2"

5"1'-

8•

"

F354E

12

5.7

1'-4"

F361E

1'-6"

6•"

1

3

1'-

4"

R504

E

R503

E

R502

E

2'-

3"

9"

R501E

5•

"

8"

"-SER" INDICATES A SERIES BAR.

INCLUDES 11,130 LBS REINFORCEMENT BARS (EPOXY COATED).

INCLUDES CAST-IN-PLACE INTERIOR PARAPETS.

INCLUDES HSS SHAPES.

INCLUDES PLATES, SHAPES AND ANGLES.

INCLUDES PILASTERS AND BRIDAL VEIL FALLS CONNECTION.

2'-

4"

R505

E-S

ER

2'-3"

2'-10"

2'-10"

3'-7"

3'-4"

3'-1"

2'-5"

4'-3"


41308

MARK


153 SETS REQUIRED)

(153 PILASTERS WITH BARS, BILL OF REINFORCEMENT-PILASTER

6.R727E

3'-0"

6"R

2'-

1"

TO

1'-

10"

R506

E

B165R4

05/23/2016

3'-

3"

1'-

10•

"

1'-

11•

"

08/14/2014

8"

1'-2" R507E

1427

22212205

6997

2122

8850

44,985

1440

47,552

47,078

47,374

F453E

F452E

F451E

F450E

3'-6 3/4"

0'-9"

2'-8"

4'-2 1/2"

STR

STR

BENT

BENT

VERTICAL

VERTICAL, AT BASE

STIRRUP

STIRRUP, AT PANELS

4

4

6

4

SHEET

LAST REVISION:

CHECKED BY:

CAD BY:

DESIGN BY:

DATE



LICENSE NO.

Plotted by:cfahey Plotted Date:3/24/2017 Model:SHEET pw:\\pw-int.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\As-Built\CBR2441_EXP001.dgnFile:

BRIDGE 2441 S.P. 027-605-029


B176

8/14/2014

FP

4" MAX7•"7•"

‚

EL A

DEVICE

TOP OF EXP

SEE BAR-ROD DETAIL

DETAILS SYMM ABOUT < JOINT

TYP

TYP‚GLAND

CHAMFER

5"

3"

1ƒ

"

•"

•"

•"

„"

SECTION A-A

EXPANSION DEVICE

DETAIL B

C

C

TOP WELD

SECTION C-C

1

1

MIN

1"

BENT STUD DETAILBAR ROD DETAIL

3"`

3"`

1•" MIN RADIUS

PLAN VIEW @ EXPANSION DEVICE

STUD DETAIL

SEE BENT

PARAPET FACE

B

B

A A

MA

X

•"

CURB LINE CURB LINE

CURB LINE

1'-0" TYP

CLOSE COMPLETELY

TO ALLOW …" PLATE TO

ANCHORAGE IN CONCRETE

POSITION PLATE AND BOLT AND ƒ" DIA x 4" BOLT

2" LONG HEX COUPLING NUT

…" PLATE

DETAIL A

EDGE OF PLATE

1" 3" 3"

NOTES:

LOCATION STATION

A B C D

31.0 14.3 13.0 0.0

JOINT ELEVATION TABLE

36.0 24.3 23.0 0.0

EL B

EL C

FIELD FIT AND WELD

CROWN BREAK/STAGE LINE

WELD TO EXPANSION DEVICE.

IN NON TRAFFIC AREAS.

STUD @ 1'-3" MAX SPACING

•" DIA x 6" LONG BENT

WORKING LINE

< ROADWAY



LOCATION STATION

JOINT OPENING [IN] TABLE

TEMPERATURE

-30°F 45°F 65°F 90°F 120°F

20+29.45

18+55.65

15+64.19

14+49.35

11+57.90

9+82.37

1.851

3.807

3.300

3.314

3.821

1.857

1.574

2.183

2.076

2.079

2.186

1.575

1.50

1.75

1.75

1.75

1.75

1.50

1.407

1.209

1.342

1.338

1.205

1.406

1.296

0.560

0.853

0.844

0.551

1.293

ALL STATIONS ARE TAKEN AT WORKING LINE

SC DENOTES SPANDREL COLUMN

ALL STATIONS ARE TAKEN AT WORKING LINE

SC DENOTES SPANDREL COLUMN

TYP

1'-2" BLOCKOUT

(TYP)

OVERLAY

(TYP)

TOP OF DECK

NOT SHOWN

DECK REINFORCEMENT

WELD

FIELD

(TYP)

DECK

1ƒ" @ 65°F AT SPANDRELS

1•" @ 65°F AT APPROACHES

JOINT OPENING

PARAPET FACE

CROWN

4" MAX7•"7•"

ANCHORAGE SPG

4" MAX

DEVICE

TOP OF EXP

CURB LINEWORKING LINE

< ROADWAY

7•"

SECTION B-B - ALONG < JOINT - @ EAST APPROACH

CB

FP

10"

10ƒ

"

ƒ"

SEE JOINT OPENING TABLE

JOINT OPENING

•"x3"x8" ?

OR EQUAL 9

•" BIT. FELT

2 EL D

DETAIL B

DETAIL B

SECTION B-B - ALONG < JOINT - TYPICAL

MAX SPACING

1'-3" 7

7

ANCHORAGE SPACING

4" MAX

SPACING

1'-3" MAX

SPACING

1'-3" MAX

2

2

US

E

PA

TH

SH

AR

ED

RO

AD

WA

Y

TYP

BLOCKOUT

SIDEWALK DETAILS

TRANSITION TO

SIDEWALK DETAILS

TRANSITION TO

SIDEWALK DETAILS

TRANSITION TO

SIDEWALK DETAILS

TRANSITION TO

DD

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

(EXPANSION JOINT DETAILS 2 OF 2).

FOR THE LOCATION OF DETAIL A AND FOR SECTION D-D, SEE SHEET B167

DETAILS AND DECK DETAILS).

FOR DECK REINFORCEMENT DETAILS, SEE SHEETS B125 TO B140 (DECK PANEL

FOR EXPANSION JOINT LOCATIONS, SEE SHEETS B119 TO B122 (DECK PLAN).

SECURED TOGETHER IS PROHIBITED.

USE THE LARGEST SINGLE PIECE POSSIBLE. USE OF SMALL PIECES OF SCRAPS

PLACE BAR-ROD NORMAL TO JOINT.

DIMENSIONS ARE ALONG CENTERLINE OF JOINT.

CENTERLINE OF JOINT.

LENGTH OF PAYMENT FOR DEVICE IS FROM OUT TO OUT OF EXTRUSION ALONG

BEARING LUBRICANT PER MnDOT APPROVED PRODUCTS LIST TO SCREW THREADS.

CAP SCREWS SHALL BE COUNTERSUNK ˆ" BELOW TOP OF PLATE. APPLY BRIDGE

ƒ" DIA FLATHEAD CAP SCREW WITH •" SQUARE OR HEX SOCKET PER SPEC. 3391.

EXPANSION DEVICE SHALL BE STRAIGHTENED TO A TOLERANCE OF „" IN 10 FT.

STRUCTURAL STEEL SHALL COMPLY WITH SPEC. 3306 OR SPEC. 3309.

REPAIR AFTER WELDING AS PER SPEC. 2471.3L.

AND AT STAGED CONSTRUCTION LIMITS. JOINTS SHALL BE CLOSE FIT AND WELDED.

JOINTS IN EXTRUSION SHALL BE LOCATED AT BREAKS IN TRANSVERSE PROFILE

FASTENERS AS PER SPEC. 3392.

GALVANIZE STRUCTURAL STEEL AFTER FABRICATION AS PER SPEC. 3394. GALVANIZE

41308


2 2

2

18+55.65 822.45 822.68 822.71 823.17

33.8 16.8 15.5 0.0


WEST APPROACH

9+80.06 822.10

15+64.19

14+49.35

11+57.90

831.04

831.19

824.92

831.37

831.52

825.25

831.40

831.55

825.28

831.66

831.81

825.54

1'-3" MAX SPA 1'-3" MAX SPA7•"7•"1'-3" MAX SPA 1'-3" MAX SPA7•"7•"

1'-3" MAX SPA7•"7•" 7•"

E

N/A

N/A

SC 3-9

SC 3-5

SC 2-3

SC 4-4

EAST APPROACH

SC 4-4

SC 3-9

SC 3-5

SC 2-3

WEST APPROACH

THREADS. 5

PRODUCTS LIST TO SCREW

MnDOT APPROVED

BEARING LUBRICANT PER

SOCKET. APPLY BRIDGE

•" SQUARE OR HEX

CAP SCREW WITH

ƒ" DIA x 1•" FLATHEAD

F G

9+81.31

9+81.40

9+82.41

9+81.47

9+81.40

9+80.48

- - -

--

--

--

---

---

---

-

-

-

-

-

-

822.44

822.48

822.78

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

---

822.47

822.44

822.08

N/A N/A

N/A N/A

CURB LINE

OFFSET 25.4'

STA 20+32.07

EL 817.07 2

11/24/2015

B166R

15.5 16.8 33.8

CAP BEAM)

(W APPROACH

EL C, E

CAP BEAM)

F (W APPROACH

EL B,

CAP BEAM)

G (W APPROACH

EL A,

OR †" DIA x 1'-3" LONG RODS

Œ" SQ x 1'-3" LONG BARS

OFFSET 36.0'

STA 20+33.45

EL 816.81

OFFSET 24.3'

STA 20+32.13

EL 816.52 OFFSET 23.0'

STA 20+31.97

EL 816.55

OFFSET 0.0'

STA 20+29.37

2 EL 817.09

OFFSET 24.0'

STA 20+31.92

EL 816.54 OFFSET 37.4'

STA 20+33.35

EL 816.79

AS-BUILT - EXPANSION JOINT DETAILS (1 OF 2)

1 SEE EXPANSION JOINT SHOP DRAWING 57 FOR DETAILS.

SHEET

LAST REVISION:

CHECKED BY:

CAD BY:

DESIGN BY:

DATE



LICENSE NO.

Plotted by:cfahey Plotted Date:3/24/2017 Model:SHEET pw:\\pw-int.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\As-Built\CBR2441_EXP002.dgnFile:

BRIDGE 2441 S.P. 027-605-029


B176

8/14/2014

FP

FP

CB

EXPANSION JOINT DETAILS (2 OF 2)

NOTES:

3‚

"2" 5‚

"

4•

"

2"

30°

60°

1" MIN

CURB LINE6"

ƒ" INSIDE BEND RADIUSTO PERMIT GLAND PLACEMENT

BLOCK OUT CONCRETE

BOLT (TYP)

NUT AND ƒ" DIA x 4"

2" LONG HEX COUPLING

TOP OF DEVICE

‚

‰

BOLT (TYP)

NUT AND ƒ" DIA x 4"

2" LONG HEX COUPLING

STUD DETAIL

SEE BENT

1'-

0"

7"

4"

1"

CURB LINE

1" MIN1" MIN

1'-

0"

4"

7"

D

D

SECTION THROUGH BARRIER AND CURB

CONCRETE CURB TYPE P-2 PARAPET

GLAND INSTALLATION

AREA AS SHOWN FOR

BLOCK OUT FLARED

‚" BEVEL

CAP SCREW. SEE DETAIL A.

DIA x 4" BOLT. DO NOT TIGHTEN DOWN

2" LONG HEX COUPLING NUT AND ƒ"

10"

2"

AND ƒ" DIA x 4" BOLT


TOP OF DECK

1"

CL

R

INSIDE ELEVATION OF CONCRETE CURB

CAP SCREW. SEE DETAIL A.

DIA x 4" BOLT. DO NOT TIGHTEN DOWN

2" LONG HEX COUPLING NUT AND ƒ"

‚" BEVEL

1"

CL

R

10"

2"

TOP OF BRUSH CURB

TOP OF DECK

AND ƒ" DIA x 4" BOLT


•"

GA

P

ELEVATION OF TYPE P-2 PARAPET

1•"2"3"

HEAD CAP SCREW (TYP)

< ƒ" DIA x 1" FLAT

TOP OF DECK

„"

(TYP)

COUPLING NUT

2" LONG HEX

ƒ" DIA x 4" BOLT

SEE DETAIL C

PATTERN COVER PLATE

…" x 1'-•" RAISED

SECTION D-D

1•" 1"

„"

(MA

X)

•"

DETAIL C

OVERLAY

TOP OF







JOINT OPENING



JOINT OPENING



TOP OF OVERLAY

GLAND INSTALLATION

AS SHOWN FOR

BLOCK OUT AREA

TY

P

10ƒ

"

BL

OC

KO

UT

TYP

1'-2" BLOCKOUT

OVERLAY (TYP)

JOINT OPENING

DECK

TOP OF

PATTERN COVER PLATE

…" x 1'-•" RAISED



JOINT OPENING

JOINT OPENING

JOINT OPENING

SECTION THROUGH SIDEWALK

6"

SPACING

1'-3" MAX

STUD DETAIL

SEE BENT

1"`

BOLT AND FLAT HEAD CAP SCREW

1'-3" MAX SPG2" 5"

3"

1"

6"

1•

12

1" MIN

CURB LINE

FLARED AREA

BLOCKED OUT

30°

ƒ" RADIUS

TOP OF OVERLAY

3.

2.

1.

BEARING LUBRICANT TO SCREW THREADS 3

•" SQUARE OR HEX SOCKET. APPLY BRIDGE

< ƒ" DIA x 1" FLATHEAD CAP SCREW WITH

SCREW THREADS 3

APPLY BRIDGE BEARING LUBRICANT TO

WITH •" SQUARE OR HEX SOCKET.

ƒ" DIA x 1•" FLATHEAD CAP SCREW

1" DIA x 6" LONG SLOTTED HOLE FOR

•" BIT. FELT OR EQUAL2

MAX

•"

MAX

•"

2

UNDER FREE END OF PLATE

•" BIT. FELT OR EQUAL

2



FACE AND TOP OF CURB

BE RECESSED ‚" BELOW

…"x1'-2"x2'-2" ? TO

BEARING LUBRICANT TO SCREW THREADS

•" SQUARE OR HEX SOCKET. APPLY BRIDGE

< ƒ" DIA x 1" FLATHEAD CAP SCREW WITH

3SCREW THREADS

APPLY BRIDGE BEARING LUBRICANT TO

WITH •" SQUARE OR HEX SOCKET.

ƒ" DIA x 1•" FLATHEAD CAP SCREW

1" DIA x 6" LONG SLOTTED HOLE FOR

3

•" BIT. FELT OR EQUAL2

OR EQUAL

•" BIT. FELT

2



2

(ƒ" INSIDE BEND RADIUS) (TYP)

‚" BELOW FACE OF BARRIER

BRUSH CURB TO BE RECESSED

…"x1'-0"x2'-2" ? WITH

DOWNHILL


41308

LIST TO SCREW THREADS.

BEARING LUBRICANT PER MnDOT APPROVED PRODUCTS

COUNTERSUNK ˆ" BELOW TOP OF PLATE. APPLY BRIDGE

HEX SOCKET PER SPEC.3391. CAP SCREWS SHALL BE

ƒ" DIA FLATHEAD CAP SCREW WITH •" SQUARE OR

PROHIBITED.

SMALL PIECES OF SCRAPS SECURED TOGETHER IS

USE NO MORE THAN 3 PIECES. USE OF

B166 (EXPANSION JOINT DETAILS 1 OF 2).

OPENING TABLE, AND BENT STUD DETAIL, SEE SHEET

FOR EXPANSION JOINT NOTES, DETAIL A, JOINT

BELOW FACE OF CURB

TO BE RECESSED ‚"

…"x6…"x2'-2" ?

1‡"

12/03/2015

B167R2

FACE AND TOP OF CURB

BE RECESSED ‚" BELOW

…"x6…"x2'-2" ? TO

PILASTER

1"

KLA

ST

A 19

+34.0

0

ST

A 19

+39.0

0

SECTION A-A

SECTION B-B

MINIMUM SLOPE ON ALL DRAIN PIPES 1:4 (V:H)

1

2

1

2

2

NOTES:

KAREN L. ALLEN, PROFESSIONAL ENGINEER

16119

PLATE FOR 12" PIPE.

AT MINIMUM, USE QUANTITIES LISTED ON STD

RIP RAP CLASS II PER MNDOT STD PLATE 3133.

RAM/SJL

NOTES:

+ -

19

SP

AN

DR

EL 4-1

SP

AN

DR

EL 3-13

RAILING

ORNAMENTAL

RAILING

ORNAMENTAL

3

3

A

A

B B

B

B

TYP

FLOOR DRAIN,

TYPE P-2 MOD

CONCRETE PARAPET

TYPE P-2 MOD

CONCRETE PARAPET

AJN

ITEM UNITTOTAL

QUANTITY

BRIDGE DRAINAGE SYSTEM

SUMMARY OF QUANTITIES FOR

FOR ADDITIONAL INFORMATION.

SEE BRIDGE DRAINAGE SHEETS B169 AND B170

TYP

8/15/2016

B168R2

PIPE

DRAIN

8" \

3

WORKMANSHIP AND FABRICATION PER MNDOT SPEC. 2471.

AND WATERTIGHT OVERALL SYSTEM.

FOR THIS APPLICATION TO ACHIEVE A DURABLE, LOW MAINTENANCE

CONNECTIONS OR FITTINGS SHALL BE THE INDUSTRY STANDARD

THE PLAN, SEE SPECIAL PROVISONS. UNLESS OTHERWISE NOTED,

CONSTRUCTED OF FIBERGLASS PIPE OF THE DIAMETER SHOWN ON

UNLESS NOTED OTHERWISE, ENTIRE DRAINAGE SYSTEM SHALL BE

BY THE ENGINEER.

OPEN AREA AND BE SUBMITTED FOR REVIEW AND ACCEPTANCE

ALTERNATE SCUPPER DESIGN MUST HAVE EQUAL OR GREATER FREE

GROUND.

GROUND. CAP WITH METAL PLATE. BACKFILL AND RESTORE EXISTING

MANHOLE STRUCTURE WITHIN AT LEAST ONE FOOT BELOW EXISTING

PIPES PRIOR TO FILLING. REMOVE CASTING, AND REMOVE

MANHOLE WITH GRANULAR MATERIAL. PLUG INLET AND OUTLET

ABANDON EXISTING MANHOLE AT PIER ONE, FILL THE EXISTING

FUNCTIONAL UNTIL THE REMOVAL OF THE DECK.

DRAINAGE ELEMENTS SHALL REMAIN INPLACE AND

PART OF "REMOVE CONCRETE BRIDGE DECK".

SUPPORT BRACKETS ON PIERS 1, 2, 3 AND 4. REMOVAL PAID AS

REMOVE EXISTING ABOVE GROUND DRAINAGE PIPES, SCUPPERS, AND

6.

5.

4.

3.

2.

1.

ELEVATIONS ARE DIFFERENT THAN PREDICTED.

FINAL PROFILE GRADE. SHIMS MAY BE REQUIRED IF ACTUAL CAMBERS AND

ALL ELEVATIONS AND PIPE OFFSET DIMENSIONS ARE BASED ON THEORETICAL

DRAWINGS.

INCLUDING, BUT NOT LIMITED TO, ALL ITEMS DETAILED ON DRAINAGE DETAIL

SHOP DRAWINGS SHALL SHOW COMPLETE DETAILS OF DRAINAGE SYSTEM

CONTRACTOR SHALL SUBMIT ALL SHOP DRAWINGS FOR ACCEPTANCE.

CASTING ARE CORRECT PER THESE PLANS.

DECK PANEL CONCRETE PLACEMENT SUCH THAT THE FINAL POSITION AND GRADE OF THE

THE DECK DRAIN UNIT SHALL BE ADEQUATELY BRACED AND SUPPORTED DURING PRECAST

COATING.

ACCEPTED BY THE ENGINEER AND SHALL MATCH THE COLOR OF THE CONCRETE

INCIDENTAL TO "BRIDGE DRAINAGE SYSTEM" LUMP SUM. PAINT COLOR SHALL BE

HANGERS TO BE PAINTED IN ACCORDANCE WITH THE MNDOT STANDARD SPEC 2478

SPACERS TO BE ACCEPTED BY ENGINEER.

PIPE CLAMPS SHALL FIT TIGHT AROUND DRAIN PIPE, PROVIDE SPACER AS REQUIRED.

BRACKET AND HANGERS PER MNDOT SPEC. 3392.

GALVANIZE BOLTS, NUTS, WASHERS, RODS, AND INSERTS FOR PIPE

12.

11.

10.

9.

8.

7.

45°

DRAIN PIPE

8" \

8"\ DRAIN PIPE (TYP)

PIPE

6"\ DRAIN

LATERAL

8"x8"x6"

BUSHING

W/ CLEANOUT

8" 45° LATERAL

AS-BUILT - BRIDGE DRAINAGE LAYOUT

1

MADE UNDER THE LUMP SUM ITEM "DRAINAGE SYSTEM BRIDGE DECK".

TO BE ALL INCLUSIVE OF REQUIREMENTS OF THE DRAINAGE SYSTEM. PAYMENT WILL BE

APPROXIMATE QUANTITES PROVIDED ARE FOR INFORMATION ONLY AND ARE NOT INTENDED

EACH 4

EACH

EACH

EACH

EACH

EACH

EACH

EACH

EACH

EACH

LIN. FT.

LIN. FT.

EACH

EACH

EACH

EACH 4

2

2

2

4

16

4

4

2

8

2

194

86

8

2

8" 45°ELBOW

FOR DETAILS.

SEE PIER 4 DRAINAGE SYSTEM SHOP DRAWING 179

8" \ DRAIN Y (8" MAINLINE AND 6" LATERAL)

W/ CLEANOUT BUSHING


6" \ DRAIN 135° ELBOW W/ CLEANOUT

W/ CLEANOUT BUSHING


6" \ DRAIN 75° OFFSET TEE

6" \ DRAIN 75° ELBOW W/ CLEANOUT

8" - 14" \ DRAIN CONCENTRIC COLLECTOR

HANGER TYPE III (SIZE VARIES)

HANGER TYPE II (SIZE VARIES)

HANGER TYPE I-B (SIZE VARIES)

HANGER TYPE I-A (SIZE VARIES)

6" \ DRAIN FLANGE

8" \ DRAIN 45° ELBOW

8" \ DRAIN PIPE

6" \ DRAIN PIPE

FLOOR DRAIN ASSEMBLY

SHEET

LAST REVISION:

CHECKED BY:

CAD BY:

DESIGN BY:

DATE



LICENSE NO.

Plotted by:cfahey Plotted Date:3/30/2017 Model:SHEET pw:\\pw-int.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\As-Built\CBR2441_SYS001.dgnFile:

BRIDGE 2441 S.P. 027-605-029


B176

8/14/2014

19+50

< PIER 4

1'-9‚"5'-0"

WP-L3'-

0"

8'-2„"

3'-

0"

WP-E

WP-S

5'-0"

76'-4"

70'-

0‚

"

25'-0"

13'-

0"

13'-

0"

LINE

BRIDGE AND WORKING

< FRANKLIN AVE.

ARCH RIB

< UPSTREAM

BELOW, TYP

COLUMN

SPANDREL

EXISTING

EXISTING PIER

OPENING

PIEREXISTING

GROUNDEXISTING

ARCH RIB

< DOWNSTREAMBELOW, TYP

ARCH RIB

EXISTING

(OUTSIDE ONLY)HANGER TYPE I-B

(INSIDE ONLY)HANGER TYPE III

TYPE IIHANGER

HA

NG

ER

TY

PE III

@ 10'-

0"

MA

X

SP

ACIN

G

HA

NG

ER

TY

PE III

@ 10'-

0"

MA

X

SP

ACIN

G

COLLECTOR14" CONCENTRIC



TYPHANGER TYPE III

TYPHANGER TYPE I-A

TYPHANGER TYPE II

COLLECTOR, TYP14" CONCENTRIC

SYMM. ABOUT << DRAINAGE & SUPPORT

3

3

3

3

3

3

3

3

3

(NOT SHOWN) TYPHANGER TYPE I-B

6"\ DRAIN PIPE

8"x8"x6" LATERAL

8"\ DRAIN PIPE

8"x8"x6" LATERAL

W/ CLEANOUT6" 75° ELBOW

W/ CLEANOUT6" 135° ELBOW

CLEANOUT6" 75° ELBOW W/

CLEANOUT 6" 135° ELBOW W/

CLEANOUT BUSHING8"X8"X6" LATERAL W/ 8"

6" 75° OFFSET TEE

3

CLEANOUT BUSHING45° LATERAL WITHCLEANOUT BUSHING45° LATERAL WITH

PIPEDRAIN6"\

PIPEDRAIN6"\

2

RAM

NOTES:

BA

TOP VIEW

A

SECTION A-A

6" LENGTH (TYP.)

‡" \ WELDED STUD

SET AT A 45° ANGLE

ALL SLOTS ARE TO BE

TOP VIEW

B

HEAD SCREW

FOR † \ FLAT

AND COUNTERSINK

DRILL •" \ HOLE

BELOW

SEE NOTES

ARROW MARK

PERMANENTBRACKET DETAIL

SECTION B-B

1•

"

1•

" ƒ"

BOTTOM OF SLAB

FRONT VIEW

TOP OF SLAB•"

DETAIL

SEE BRACKET

…" ?

1•

"

TS10x6x‚

(TYP.)

…" RADIUS

GALVANIZING

AND TAPPED AFTER

MAY BE DRILLED

†" \ CAP SCREW.

DRILL AND TAP FOR

(TYP.)

STUD " LENGTH

‡" \ WELDED

B169

BRIDGE DRAINAGE DETAILS (1 OF 2)

AJN

8.

7.

6.

5.

4.

3.

2.

1.

SJL

43101


AS REQUIRED TO DRAIN

PANEL AND/OR OVERLAY

SLOPE PRECAST DECK

GRATE OPENING AREA IS 106 SQ. IN.

MATERIAL ON THIS DETAIL SHALL BE INCLUDED IN SCUPPER ASSEMBLY.

INSTALL GRATE WITH ARROW ON CURB SIDE AND IN DIRECTION OF FLOW.

GALVANIZE HARDWARE PER Mn/DOT SPEC. 3392.

Mn/DOT SPEC. 3394.

BLAST CLEAN FLOOR DRAIN AND GRATE AFTER FABRICATION. GALVANIZE, EXCEPT CAST IRON, PER

WORKMANSHIP AND FABRICATION PER Mn/DOT SPEC. 2471.

CAST IRON GRATE, PER Mn/DOT SPEC. 3321, CLASS 35B, MAY BE USED AS AN ALTERNATE.

FABRICATE GRATE USING AUTOMATICALLY CONTROLLED CUTTING TORCH.

ALL STEEL PLATES PER Mn/DOT SPEC. 3306. CAST IRON MAY BE USED AS AN ALTERNATE.

‚

GRATE

‚

‚

‚

‚

‚

TYP

‚TYP

FLOOR DRAIN

SHEET

LAST REVISION:

CHECKED BY:

CAD BY:

DESIGN BY:

DATE



LICENSE NO.

Plotted by:mratnaraj Plotted Date:8/13/2014 Model:SHEET pw:\\hntbw356.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\CBR2441_SYS002.dgnFile:

BRIDGE 2441 S.P. 027-605-029


B176

8/14/2014

1'-6"

1•

"

1'-

5"

1'-

6"

3"

3"

…"

1'-3ƒ" EXACT

MIN.

1‚

"

1'-3ƒ" EXACT

1'-5"

(TYP.)

2ƒ"`

(TYP.)

†"

1‚" 1"

ƒ"

1•"2 SIDES

‚" CHAMFER

3"

6"2" 1"

4"`

3"

1'-6"

4"4"

7‚

"

2 S

PA.

@ 6"

= 1'-

0"

TY

P

(TY

P.)

3"

RAM

HANGER TYPE II

HANGER TYPE III

A

A

SECTION A-A

SECTION B-B

BB

CONCENTRIC COLLECTOR DETAIL

HANGER TYPE I-A

HANGER TYPE I-B

PIER

ANCHOR

ƒ" CONCRETEL3x3x‚

PIPE CLAMP

SPACER

PIPE CLAMP

(NORTH POSITION)

L3x3x‚ANCHOR

ƒ" CONCRETE

L3x3x‚

PER PLANS)

MATERIAL

(SIZE AND

DOWNSPOUT

(TYP)

THREADED ROD

(TYP.)

THREADED ROD

THREADED ROD

SPACER

DECK

(4" MIN. EMBED)

CONCRETE INSERT

(4" MIN. EMBED)

CONCRETE INSERT

DECK

CLEVIS PIPE HANGER

THREADED ROD

THREADED ROD

INSERT

ƒ" CONCRETE

CLEVIS PIPE HANGER

SPACED AT 10' O.C. MAX.

HANGER TYPE III

& WASHERS, TYP

ƒ" \ NUTS, BOLTS,

(TYP)

L3x3x‚ BELOW

CAP BEAM

NOTES:

2.

1.

STEEL.

AND CONCRETE INSERTS SHALL BE GALVANIZED

PIPE SUPPORTS, STEEL STRUTS, HARDWARE,

OF 10'-0" O.C.

THE PIPE AND AT MAXIMUM INTERVAL

WITHIN 5'-0" OF EACH END OF

PIPE SUPPORTS SHALL BE PLACED

SIZE VARIES

DRAIN PIPE

ANCHORS (TYP.)

DRILL AND GROUT

ANCHORS (TYP.)

DRILL AND GROUT

L3x3x‚

L3x3x‚

INSERT

ƒ" CONCRETE

SIZE VARIES

DRAIN PIPE

AS SHOWN IN PLANS

ANGLE TO BE VERTICAL

CLAMP

PIPE SUPPORT

PIPE HANGER DIMENSION TABLE

PIPE DIAMETERDIAMETER

MIN. ROD/BOLT

SPACING

MIN. HANGER

SERVICE LOAD

MIN. SAFE

WIDTH

CLAMP/STRAP

MIN.

8"

6"

2"

2"

ƒ"

ƒ"

2500 LBS

2500 LBS

10'

10'

COLLECTOR

14" CONCENTRIC

SJL

AJN41308

DOWNSPOUT PIPE CLAMP HANGER

CONNECTION TO DOWNSPOUT


MIRROR FOR SOUTH COLUMN HANGER

HANGER ON NORTH COLUMN SHOWN,

CAP BEAM OR PIER

CAP BEAM OR PIER

SIZE PER PLAN

DRAIN PIPE,

SIZE PER PLAN

DRAIN PIPE,

8" \ DRAIN PIPE

B170R

08/15/2016

DEBRIS FROM ENTERING

COLLECTOR TO PREVENT

AROUND CONCENTRIC

BOOT, COVER OR SPLASH GUARD

PROTECTIVE

PLACE FLEXIBLE

AS-BUILT - BRIDGE DRAINAGE DETAILS (2 OF 2)

DRAWING 135 FOR DETAILS.

SEE BRIDGE DRAINAGE HANGER SYSTEM SHOP

SHEET

LAST REVISION:

CHECKED BY:

CAD BY:

DESIGN BY:

DATE



LICENSE NO.


BRIDGE 2441 S.P. 027-605-029


B176

8/14/2014

2'-9" MAX.

90°

45°

45°

MIN.

1'-

3"

1'-2"

6"

IN

SE

RT

6"

45°

135°

1

AJN

NOTES:

PLAN SECTION A-A

A A

2'-3•"

2'-2"

2'-•"

1'-11"

1'-11•"

EQUAL SPACING

12-‡"\ STUDS @

6" LENGTH, TYP

‡"\ STUD

STANDARD MANHOLE CASTING

DFE

NTT

MANHOLE DETAILS

9"

7"

43101


B171R

10/08/2014

COVER SHALL BE LOCKABLE WITH TAMPERPROOF BOLTS THAT ARE RECESSED.

MANHOLE COVER SHALL BE RATED FOR A WHEEL LOAD CAPACITY OF AT LEAST 16,000 POUNDS.

CASTING TO PROJECT BELOW BRIDGE DECK TO ACT AS A DRIP CATCH.

FOR MANHOLE COVER DETAILS, SEE STANDARD PLATE NO. WATR-2000A-R2, STANDARD MANHOLE.

GALVANIZE HARDWARE PER Mn/DOT SPEC. 3392.

Mn/DOT SPEC. 3394.

BLAST CLEAN MANHOLE CASTING AFTER FABRICATION. GALVANIZE, EXCEPT CAST IRON, PER

WORKMANSHIP AND FABRICATION PER Mn/DOT SPEC. 2471.

ALL STEEL PLATES PER Mn/DOT SPEC. 3306. CAST IRON MAY BE USED AS AN ALTERNATE.

8.

7.

6.

5.

4.

3.

2.

1.

SHEET

LAST REVISION:

CHECKED BY:

CAD BY:

DESIGN BY:

DATE



LICENSE NO.


BRIDGE 2441 S.P. 027-605-029


B176

8/14/2014

ITEM UNIT QUANTITY

DPS

AJN

WORKING LINE

< BRIDGE

WATER MAIN

< EXISTING

ARCH RIB

< UPSTREAM

ARCH RIB

< DOWNSTREAM

CAP BEAM

PRECAST

WATERMAIN SUPPORT DETAILS (1 OF 2)

TYPICAL SECTION

FOR WATERMAIN

TEMPORARY SUPPORT

BRACING

EXISTING LATERAL

SECTION A-A

CAP & PIER CAP BEAMS

TYP AT ALL SPANDREL

< PRECAST CAP BEAM,

1…" \ HANGER ROD, (TYP)

48" \ WATERMAIN

EXISTING 15" CHANNEL

HANGER SYSTEM ELEVATION

(TYP)5

(TYP)5

(TYP)5

L6x6x1" BRACKETS

< ANCHORS FOR

CAP BEAM

BOTTOM OF PRECAST

1…" \ HANGER ROD, (TYP)

(TYP)5

LOOKING UPSTATION

WATER MAIN HANGER SYSTEM

SUMMARY OF QUANTITIES6

AMK

ANGELA M. KINGSLEY, PROFESSIONAL ENGINEER

47097

ROD (TYP)

1…" \

ABUTMENT

WEST

SUPPORTT-BEAMEXISTING

(TYP)BRACKET6X6X1

8 - 11"X7‚" PLATES

NOTES:

? 1'-4‚"X11"Xƒ"

? 11"X7‚"Xƒ"

L5X3•X‹" (3'-2" LONG)

L5X3•X7/16" (9" LONG)

L6X4X•" (1'-4" LONG)

HANGER ROD (ƒ" DIAMETER)

L6X6X1" (1'-2" LONG)

1…" DIAMETER RODS

EACH

EACH

EACH

EACH

EACH

EACH

EACH

EACH

HANGER SYSTEM

ABUTMENT

EAST

SPAN 1 HANGER SYSTEM

(SPAN 5 SIMILAR)

(TYP SPANS 2-4)PER CAP BEAM

8 - 11"X7‚" PLATES HANGER SYSTEM

SPANDREL CAP BEAM

WATERMAIN HANGER SYSTEM

SUPPORT FOR DOUBLE CHANNEL STABILITY.

PRIOR TO REMOVAL OF EXISTING PLATE, PROVIDE TEMPORARY LATERAL

NO NEW PLATES REQUIRED, EXISTING PLATES AND BOLTS TO REMAIN.

1'-4‚"X11" PLATE SEE B173 FOR DETAILS.

11"X7‚" PLATES - SEE SHEET B173 FOR DETAILS.

BE DRILLED IN EXISTING PLANKS AND HANGERS THREAD THROUGH.

ENGINEER. TO REINSTALL HANGER RODS, 1•" DIAMETER HOLES SHALL

PLANKS IS NOT ALLOWED WITHOUT PRIOR ACCEPTANCE OF THE

BY PULLING THE HANGER THROUGH THE HOLE PROVIDED. CUTTING OF

SHALL REMOVE HANGERS FROM EXISTING WATERMAIN WALKWAY PLANKS

PRESERVE AND PROTECT WATERMAIN WALKWAY PLANKS. CONTRACTOR

HANGER SYSTEM". TABLE IS FOR CONTRACTOR CONVENIENCE ONLY.

ALL MATERIALS LISTED ABOVE ARE TO BE INCLUDED IN "WATERMAIN

DOUBLE NUTS.

3394. AFTER FABRICATION.

AS PER SPEC. 3392. GALVANIZED ALL OTHER STEEL AS PER SPEC.

GALVANIZED BOLTS, NUTS, WASHERS, RODS, INSERTS AND ANCHOR BOLTS

MATERIAL AS PER SPEC. 3324, GRADE 35018. TAP AFTER GALVANIZED.

CONCRETE INSERTS SHALL BE APPROVED TYPE MALLEABLE IRON.

STEEL SHAPES AND PLATES SHALL COMPLY WITH SPEC. 3306.

RODS SHALL COMPLY WITH SPEC. 3313, TYPE 1.

11

10

9

8

7.

6

5

4.

3.

2.

1.

B172R

7/14/2015

SHEET

LAST REVISION:

CHECKED BY:

CAD BY:

DESIGN BY:

DATE



LICENSE NO.


BRIDGE 2441 S.P. 027-605-029


B176

8/14/2014

A

A 18'-6" 18'-6"

6'-6"

1'-

9"

8"7'-8"8"

SHEET B173

BRACING DETAILS

SEE LATERAL

SHEET B173

SEE BRACKET DETAIL

SHEET B173

ASSEMBLY DETAIL

SEE HANGER

4 - 1'-4•"X11" PLATES

88 10 9

10 8 10 1010

8

216

2

2

2

2

146

146

PIER 1 HANGER SYSTEM

(PIER 4 SIMILAR)

PIER 2 HANGER SYSTEM

(PIER 3 SIMILAR)

10

SECTION A-A

A

AL6x6x1

L6x6x1

…" STIFFENER

TYP

…" STIFFENER

ƒ" CLIP

NOTES:

DPS

AJNB173

BRACKET DETAIL

FOR 1…" \ ROD

< 1‹" \ HOLE

ANCHOR

FOR 1„" \

< 1‰" \ HOLE

FOR 1…" \ ROD

< 1‹" \ HOLE

LATERAL BRACING DETAILS

PLAN - HANGER

HANGER

PLAN - SPANDREL

SPANDREL

PLAN - PIER WALL

PIER WALL

EXISTING C10

EXISTING ST 9

EXISTING L6x4x•

ST 9 ST 9

L6x4x•

EXISTING

EXISTING W10

< WATERMAIN

< WATERMAIN

‡" \ H.S. BOLTS

1" \ ROD1" \ ROD

2

BOLTS

‡" \ H.S.

LONGITUDINAL RESTRAINT SECTION B-B

2'-6"

CAP BEAM SPANDREL 3-7

2 - L6x34x• 1'-4" LONG

2 - L5x3•x‹ 3'-2" LONG

2 - L5x3•x‹ 9" LONG

4"4"

4"

ANCHOR BOLTS

4 - ƒ" \

EXISTING CLEVIS

TOP OF WATERMAIN

TOP OF WATERMAIN

8

5 3

2 - ƒ" \ RODS

OF OPPOSITE ANCHOR ROD

CONNECTION SIMILAR ON END

THREADED 5" ON BOTH ENDS

2 - ƒ" \ RODS x 9'-2" LONG

WELDED TO L5x3•

2 - L5x3•x‹ 9" LONG

WELDED TO L6x4

2 - L5x3•x‹ 3'-2" LONG

2 - L6x4x• 1'-4" LONGANCHOR BOLTS

4 - ƒ" \

9"

AMK

ANGELA M. KINGSLEY, PROFESSIONAL ENGINEER

47097

HANGER ASSEMBLY DETAIL

4

HANGER RODS

1…" \

1†

"3"

2†

"

1•"1•"

1•" \ HOLE

HOLE (TYP)

•"x1„" SLOTTED

1'-4‚"X10•"Xƒ"? - DETAIL

1•" \ HOLE

HOLE (TYP)

•"x1„" SLOTTED

1†

"1'-

0"

2†

"

1•" 1•"

AND WASHER (TYP)

3"X‡" \ A325 BOLT W/ NUT

AND WASHERS AND REPLACE WITH

REMOVE EXISTING BOLTS, NUTS

LOCATIONS

AND SHEET B172 FOR

SEE PLATE DETAILS

TO BE REPLACED-

EXISTING PLATES

INFORMATION.

SEE SHEET B172 FOR ADDITIONAL

IN COST FOR HANGER SYSTEM.

INCLUDE COST FOR BOLTS NUTS AND WASHERS

PRIOR TO MANUFACTURE OF NEW PLATES.

FIELD MEASURE EXISTING PLATE DIMENSIONS

DOUBLE NUTS OR JAM NUTS OR LOCK NUTS.

PANEL PLACEMENT.

CONTRACTOR TO VERIFY IN FIELD AFTER DECK

TEMPORARY SUPPORT.

REPLACE BOLTS PRIOR TO REMOVAL OF

REQUIREMENTS OF ASTM A325.

HIGH STRENGTH BOLTS SHALL MEET THE

7.

6.

5.

4.

3.

2.

1.

4

5‚"5‚"

7•"

10•"X7‚"Xƒ"? - DETAIL

5‚" 5‚"

7•"

AS-BUILT - WATERMAIN SUPPORT DETAILS (2 OF 2) SHEET

LAST REVISION:

CHECKED BY:

CAD BY:

DESIGN BY:

DATE



LICENSE NO.


BRIDGE 2441 S.P. 027-605-029


B176

8/14/2014

B

B

1'-2"

1" 2" 2" 2" 1"2"2"2"

2•

"3•

"

1ƒ" 1ƒ"

1ƒ

"1ƒ

"

3•"

2'-

6"

VA

RIE

S

6"

6"

BENT ?

ANCHORAGE

BOLT

CHANNEL

EXISTING 15"

1

1

MODIFIED PER RFI 571

2" X 1‰" SLOTTED HOLE1

SHEET

LAST REVISION:

CHECKED BY:

CAD BY:

DESIGN BY:

DATE



LICENSE NO.

Plotted by:cfahey Plotted Date:3/24/2017 Model:SHEET pw:\\pw-int.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\As-Built\CBR2441_DET001.dgnFile:

BRIDGE 2441 S.P. 027-605-029


B176

8/14/2014

PRE

PLAN VIEW

SECTION A-A

10•" MAX.

PLAN VIEW

ELEVATION

DATA TO BE SHOWN ON NAMEPLATE IS AS FOLLOWS:

THE DASHED NUMBERS SHOWN ABOVE ARE FOR ILLUSTRATION.

BRIDGE: 2441

1971YEAR: 2016YEAR:

‰"

8ƒ

"

‰"

ƒ"

‡"

ƒ"

‡"

ƒ"•

"‰

"†

"ƒ

"†

"†

"ƒ

"†

"1"

ƒ"

•"

‰"

‰"

4…

"

ELEVATION

‰" ‰"

‚"

†"

ƒ"ƒ"

8‚

"

1'-†"

‡"

NUMBERS FOR NAMEPLATE

1"

‰"

…" DIA. BOLTDRILL AND TAP FOR

B174

NOTES:NUMBERS FOR NAMEPLATE

1"

‰"

MODIFIED - A

‰"‚"‚"

4„

"

†"

‡"

…" DIA. BOLTDRILL AND TAP FOR

DEPARTMENT OF TRANSPORTATIONSTATE OF MINNESOTA

BRIDGE NAMEPLATE

REVISION DETAIL NO.

STATE BRIDGE ENGINEER

MODIFIED - B

DEPARTMENT OF TRANSPORTATIONSTATE OF MINNESOTA

BRIDGE NAMEPLATE

REVISION DETAIL NO.

STATE BRIDGE ENGINEER

DFE

DFE

SECTION A-A

ƒ"

1Š

"‰

"1Š

"‰

"†

"ƒ

"Ž

"

10„" MAX1'-‚" MAX

‡" ‡"

NOTES:

APPROVED: NOVEMBER 22, 2002APPROVED: NOVEMBER 22, 2002

B102 B102

(FOR BRIDGE RECONSTRUCTION) (FOR BRIDGE RECONSTRUCTION)

Œ"

Œ"

…"

…"

Œ"

CENTER NAMEPLATE ON PILASTER

LETTERS AND NUMBERS.

IN DIRECT PROPORTION TO THOSE SHOWN FOR THE 1" HIGH

ALL DIMENSIONS FOR ƒ" HIGH LETTERS AND NUMBERS SHALL BE

FURNISH 2 STEEL BOLTS …" DIA. x 3" LONG WITH EACH PLATE.

TOP SURFACE OF LETTERS, NUMBERS AND FRAMES SHALL BE BURNISHED.

BALANCED LAYOUT IN PROPORTION TO SPACING SHOWN.

HORIZONTAL SPACING OF LETTERS AND NUMBERS SHALL PRODUCE A

DRAFT ON LETTERS AND NUMBERS SHALL NOT BE MORE THAN 3" IN 12".

LETTERS AND NUMBERS SHALL CONFORM TO THOSE SHOWN.

MATERIAL SHALL COMPLY WITH Mn/DOT SPEC. 3327.

SHOP DRAWING REQUIRED

CONCRETE PILASTERWITH SURFACE OFSET NAMEPLATE FLUSH

CENTER NAMEPLATE ON PILASTER

LETTERS AND NUMBERS.

IN DIRECT PROPORTION TO THOSE SHOWN FOR THE 1" HIGH

ALL DIMENSIONS FOR ƒ" HIGH LETTERS AND NUMBERS SHALL BE

FURNISH 2 STEEL BOLTS …" DIA. x 3" LONG WITH EACH PLATE.

TOP SURFACE OF LETTERS, NUMBERS AND FRAMES SHALL BE BURNISHED.

BALANCED LAYOUT IN PROPORTION TO SPACING SHOWN.

HORIZONTAL SPACING OF LETTERS AND NUMBERS SHALL PRODUCE A

DRAFT ON LETTERS AND NUMBERS SHALL NOT BE MORE THAN 3" IN 12".

LETTERS AND NUMBERS SHALL CONFORM TO THOSE SHOWN.

MATERIAL SHALL COMPLY WITH Mn/DOT SPEC. 3327.

SHOP DRAWING REQUIRED

WITH THE ENGINEER PRIOR TO FABRICATING THE NAMEPLATE.

THE DASHED TEXT SHOWN ABOVE IS TO BE CONFIRMED

CONCRETE PILASTERWITH SURFACE OFSET NAMEPLATE FLUSH

41308


AS-BUILT - BRIDGE DETAILS

A

A

A

A

SHEET

LAST REVISION:

CHECKED BY:

CAD BY:

DESIGN BY:

Plotted by:cfahey Plotted Date:3/24/2017 Model:SHEET pw:\\pw-int.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\As-Built\CBR2441_DET002.dgnFile:

BRIDGE 2441 S.P. 027-605-029


B176

LOW SLUMP

OTHER

TYPE OR MANUFACTURER

JOINT MANUFACTURER

MANUFACTURER'S IDENTIFICATION

GLAND MANUFACTURER

SIZE OF GLAND

MANUFACTURER'S IDENTIFICATION

EXPANSION JOINTS

MFR'S No. AND/OR LETTER DESIGNATION FOR JOINT USED

MFR'S No. AND/OR LETTER DESIGNATION FOR GLAND USED

NAME AND ADDRESS (CITY, STATE)


COLOR:

TYPE: COLOR:

FINISHING ROADWAY FACES OF BARRIER RAILING

PLAN QUALITY

PAINT SYSTEM

MANUFACTURER

PRIME COAT

INTERMEDIATE COAT

FINISH COAT

Mn/DOT MATERIAL SPECIFICATION NUMBER

Mn/DOT MATERIAL SPECIFICATION NUMBER


Mn/DOT MATERIAL SPECIFICATION NUMBER COLOR

OTHER ITEMS

UTILITIES ADDED DURING CONSTRUCTION AND SPECIALTY ITEMS.

1

1

FINAL QUANTITIES ENTERED ON SCHEDULE OF QUANTITIES: YES NO

SUMMARY OF SIGNIFICANT

AS-BUILT CHANGES

CHECKED BY:

DATE

DATE

THE AS-BUILT INFORMATION WAS ADDED TO THE PLAN BY:

RATE 1 (AGREE), 2 (NEUTRAL), OR 3 (DISAGREE, PLEASE COMMENT BELOW)

COMMENTS:

COST:SUPPLEMENTAL AGREEMENTS:

NUMBER OF BRIDGE

$

SPACE PROVIDED AT RIGHT.

LIST SIGNIFICANT ERRORS OR OMISSIONS IN PLAN DETAILS OR PAY QUANTITIES IN THE

(SB) SPECIAL PROVISIONS ADEQUATELY DESCRIBED SPECIAL WORK AND PAYMENT.

SCALE OF DRAWINGS AND OVERALL LEGIBILITY OF LINES AND TEXT WAS GOOD.

BAR LISTS AND QUANTITIES WERE TYPICALLY COMPLETE AND FREE OF ERRORS.

DIMENSIONING AND DETAILING ADEQUATELY DESCRIBED REQUIRED CONSTRUCTION.


MANUFACTURER

PRODUCT NAME: LOCATION:

ANTI-GRAFFITI COATING

CONCRETE WEARING COURSE

ELASTOMERIC BEARING PADS

SPECIAL SURFACE FINISH

PAD MANUFACTURER

SYSTEM:

Mn/DOT SPECIFICATION NUMBER

2478 OR 2479 OR OTHER

INSPECTOR(S) SIGNATURE

PROJECT ENGINEER/SUPERVISOR SIGNATURE

SUBMITTED TO THE BRIDGE OFFICE - ATTN: REGIONAL CONSTRUCTION ENGINEER (MS610).

AT THE TIME OF THE FINAL, THIS COMPLETED AS-BUILT BRIDGE DATA SHEET MUST BE

NUMBER OF AND DATE OLD BRIDGE WAS REMOVED (IF APPLICABLE):

BRIDGE NUMBER DATE REMOVED

DATE NEW BRIDGE WAS OPENED TO TRAFFIC

BRIDGE REMOVAL / BRIDGE OPENING

AS POSSIBLE. (651) 366-4557

NOTIFY THE BRIDGE OFFICE BRIDGE MANAGEMENT UNIT WITH THIS INFORMATION AS SOON

B175

AS-BUILT BRIDGE DATAAJN

DFE

PRE

PREMIXED POLYMER CONCRETE (PPC) - KWIKBOND POLYMERS

COMMERCIAL FABRICATOR, INC.

NOT APPLICABLE

NOT APPLICABLE

2441

09/01/2016

NOT APPLICABLE

CONDUIT). SEE SHEETS U1-U4 FOR DETAILS.

CENTURY LINK (4 CONDUITS), COMCAST (1 CONDUIT) AND ZAYO COMMUNICATIONS (1

THE BRIDGE DECK. THESE CONDUITS BELONG TO THREE PRIVATE UTILITY COMPANIES,

NEW UTILITY CONDUIT AND UTILITY HANGER SYSTEM WERE INSTALLED UNDERSIDE OF

GRADE 60 EPOXY COATED REINFORCEMENT. SEE SHEET B118A FOR DETAILS.

COLUMN/ARCH RIB, GRADE 105 HIGH STRENGTH THREADED BARS WERE USED IN LIEU OF

FOR THE CONNECTION BETWEEN TRANSVERSE CAP BEAMS AND EXISITING SPANDREL

FOR LOCATIONS, WHERE CONTRACTOR COULDN'T ACHIEVE ADEQUATE EMBEDMENT DEPTH

REQUEST. SEE SHEETS B160 - B161A.

EXPANSION PILASTERS WERE MODIFIED FOR CONSTRUCTABILITY AT THE CONTRACTOR'S

SHEETS B122A - E FOR PTFE SHIM LOCATION.

SPANDREL CAP BEAM AND PRECAST DECK PANEL (SLIDING AND EXPANSION). SEE

PTFE SHIMS WERE USED TO ACHIEVE ADEQUATE BEARING BETWEEN THE PRECAST

PATH INCREASED BY 1". SEE SHEET B8 FOR TYPICAL CROSS SECTION DETAILS.

BECAME OFF BY 1", THEREFORE ROADWAY WIDTH DECREASED BY 1" AND SHARED USE

DURING FABRICATION OF CONCRETE PAPAPET (TYPE P-2 MODIFIED) DECK PANELS, REBAR

FOR DETAILS

MODIFIED FOR PROPER SUBSTRUCTURE FITMENT. SEE RFI 21 AND SHEETS B122A - E

THROUGH EXTENSIVE SURVEY, 186 PANELS WERE SHIFTED AND 20 PANELS WERE

BEAMS WERE NOT AT THE LOCATION DESCRIBED IN THE 1970 CONTRACT DOCUMENT.

POST CONTRACTOR FIELD SURVEY SHOWED EXISITNG SPANDRELS RECIEVEING NEW CAP

MM

M

M

M

M

M

M

GP

M

M

M

W W

WW

W

W

W

W

UU

U U

U

M

M

M

M

M M

M

M

M M

M

M

M

M

M

M

M

M

M

M

M

M

M

M M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

W

W

M

UU

U

U

U

U U U

U

U

U

UU

UUUUUUUUUUU

SEABURY AVE

2008

SEABURY AVE

2016

SEABURY AVE

2020

SEABURY AVE

2024

SEABURY AVE

2028

SEABURY AVE

2032

SEABURY AVE

2036

27TH AVE SE

4

27TH AVE SE

12

27TH AVE SE

1

27TH AVE SE

11

27TH AVE SE

13

27TH AVE SE

19

RIVER PKWY E

1215

RIVER PKWY E

1201

SUPERIOR ST SE

819

SUPERIOR ST SE

815

SUPERIOR ST SE

811

EM

ER

AL

DS

T.

S.

S.

S.

S.

AV

E.

AV

E.

AV

E.

AV

E.

AV

E.

25

24

ST.

E.

FRANK

AV

E.

ST. AV

E.

AV

E.

E.

RIV

ER

TER.

CE

CIL

ST.

RTHUR

RON

E.

OR

LIN

AVE.

CL

ARE

N

CE AV.

AV

T.

MA

RY'S

ST.

YA LE

ERIE

ST.

ST.

ST.

E.

5

Mississippi

FRAN

KLIN

TER.

CH

UR

CH

E.

BE

DF

OR

D

5

TER.

27th

32nd

33rd

34th

37th

38th

th

28th

25th

27th

26th

26th

27th

43. RIVER

43.

LELLL

48.

48. PROSPECT TER.

BA

RT

ON

ST.

PL

E

AV

E.

SE

YO

R

AVE.

AV.

MA

AV

E.

PL.

SIDNEY

AVE.

A

VE.

PL.

AV.

RailPacific System

River

AVE.

SE

ABURY

LIN

SIDE12

94

52

TER.

RIV

ER

CT.

ST.

OR

RI

PE

SU

ESS

FULTON

HU

RO

N

EX

E.

S

E.

EVERGREEN DR.

AV

E.

AV

E.

24th

RIVER

W.RIVER

W.

RIV

ER

DOR

MAN AVE.

35th

ST.

AV

E.

RIV

ER

ST.

VE.

AA

AV

E.

AV

E.

ST.ST.

AV

E.

8th ST.

9th

ST.ST.2222 ndnd

th

25

4th

ST.

ST.

URNE AV

E.

M ELBO

CO

LM

SM

A IL

LI

W

ARTHUR

SHA

PKWY.

HE

NN

EPIN

RA

MSE

Y

DELA

E.

VER

LLBB

VVD.

D.

ST.

S.E.

BE

DF

OR

D

36

ST.

DARTMOUTH

ST.

BEACON ST.

ST.MINN.

AVE.

th

48

26th

AV

E.

AVE.

AVE.

27 th

26 th

S.E.

AV

E.

INTERCAMPUS

TRANSITWAY

A VE.

JEFF

ERS

ON

A

UM

L

WIC

K

ST.

WA

R

ON

TH

OR

NT

S.

S.

OA

KS.E.

L

AV

E.

S.E.

5th ST.

S.E.

AV

E.

S.E.

S.E.

S.E.

S.E.

S.E. WASHINGT ON

S.E.

S. FRANK LIN AVE.

CECIL

S.E.

ST.

E.

OLIS

EAP

NNMI

ST.

HA

RV

AR

DS.E.

AREW

RI

DARTMOUTH

AV.

PKWY.

PL.

36.

S.E.

S.E.

PK

WY.

AV

E.

VE.

AV

E.

S.

PL.

SEY

MO

UR

S.E.

CO

LM

MA

AV.

ON

TA

RIO

AVE.

ELLIS

29

th

30th

UNIO

N

WA

LN

UT

ST.

SHEET

LAST REVISION:

CHECKED BY:

CAD BY:

DESIGN BY:

DATE



LICENSE NO.

Plotted by:mratnaraj Plotted Date:8/13/2014 Model:SHEET pw:\\hntbw356.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\CBR2441_SUR001.dgnFile:

BRIDGE 2441 S.P. 027-605-029


B176

8/14/2014

11+00 16+00 21+0010+00 12+00 13+00 14+00 15+00 17+00 18+00 19+00 20+00

BRIDGE SURVEY

HORIZONTAL VERTICAL

BRIDGE SURVEY SHEETS MADE FROM:

OBSERVATIONS AT BRIDGE SITE

LOCATION ENGINEER'S

RECOMMENDATION

HYDRAULIC ENGINEER'S

GROUND

EXISTING

0.44%

2.40%

-3.50%

EL

EV. 822.7

9

VP

C 9

+81.7

7

EL

EV. 824.9

2

VP

T 11+31.7

7

EL

EV. 823.1

2

VPI 10

+56.7

7

EL

EV. 830.3

2

VP

C 13

+56.7

7

EL

EV. 834.5

2

VPI 15

+31.7

7

EL

EV. 828.3

9

VP

T 17

+06.7

7

EL

EV. 817.0

5

VPI 20

+30.8

6

850

840

830

820

810

800

5+00 10+00 15+00 20+00 23+00

800

810

820

830

840

850

PLAT

INDEX MAP

CONTRACTED PROFILE

AZ 145°40'5

0.8

5"

AZ 49°59'54.76"

YEAR BUILT = 1923

TYPE = CONCRETE ARCH

TOTAL WIDTH = 66.33'

TOTAL LENGTH = 1054.30'

EXISTING BRIDGE NO. 2441

(FRANKLIN)

PROFILE GRADE FRANKLIN AVE

21

2

1

BRIDGE 2441

0' 1500'

SCALE

3000'

0' 75'

SCALE

150'

0' 20' 40'0' 200'

SCALE

400'

CONDUITS

TELEPHONE

EXISTING

SHORELINE

EXISTING

R.O.W.

R.O.W.

SHORELINE

EXISTINGNO. 2441

BRIDGE

RIVER PKWY

< WEST

IN SIDEWALK

ELECTRIC CONDUIT

EXISTING

IN SIDEWALK

ELECTRIC CONDUITS

EXISTING

AMK

RAM

(PROTECT AND PRESERVE)

EXISTING 48"\ WATERMAIN

K=77

M=0.37'

150' V.C.

K=59

M=-2.58'

350' V.C.

STA 9+79

STA 20+35

< FRANKLIN AVE

LANE BIKE LANE SDWK

12'-6…" 5'-1‚"12'-4„"4'-0"12'-6•"8'-8…" 8'-6ƒ"

LANEBIKE LANESDWK

12'-0" 12'-2‚"7'-1‡" 5'-0" 7'-0ƒ"5'-0•"

LANELANE RT TURN

LANE

LT/THRU

LANE

BIKE SDWK

LANE

BIKE SDWK

CL

CL

37'-7ƒ"36'-3‡"

34'-1ƒ"

TYPE P-2 MOD (TYP)

CONCRETE PARAPET

TYPE P-2 MOD (TYP)

CONCRETE PARAPET

3. APPARENT HIGHWATER ELEV. - N/A

WATERWAY OPENING - N/A

STRUCTURE LENGTH - N/A

MAIN SPAN LENGTH - N/A

OF THE FRANKLIN AVE. BRIDGE

LOCATED 0.8 MILES DOWNSTREAM

PACIFIC RAILROAD BRIDGE

DOWNSTREAM:

WATERWAY OPENING - N/A

STRUCTURE LENGTH - N/A

MAIN SPAN LENGTH - N/A

OF THE FRANKLIN AVE. BRIDGE

LOCATED 0.2 MILES UPSTREAM

INTERSTATE 94 BRIDGE

UPSTREAM:

THE SAME STREAM

2. OTHER BRIDGES OR CULVERTS OVER

1. SPECIAL FEATURES: NONE

Y=162651.413

X=541046.333

MONUMENT BR730NW

LOCATION

(NGVD 1929)

BENCH MARK 2 ELEVATION 823.162

Y=163264.003

X=541959.784

MONUMENT BR730SE

LOCATION

(NGVD 1929)

BENCH MARK 1 ELEVATION 816.128

AJN

33'-11ƒ"

ROADWAY SECTION

ROADWAY SECTION

12'-1•"11'-0†"

TV CONDUITS

EXISTING

X=541135.10 Y=162648.80WEST RIVER PKWY FRANKLIN AVE. STA 10+26.04

B176

EL

EV. 816.4

0

VPI 20

+52.9

9

-2.99%

EL

EV. 822.6

3

VPI 9

+45.0

0

BRIDGE SURVEY

BRIDGE NO. 2441

HENNEPIN COUNTYCITY OF MINNEAPOLIS

SEC. 30 T29N R23W

OVER MISSISSIPI RIVER

FRANKLIN AVENUE (C.S.A.H.5)

BRIDGE LOCATED AT

(TYP)

RAILING

ORNAMENTAL

PRECAST

(TYP)

RAILING

ORNAMENTAL

PRECAST N/A: SCOUR CODE "R-CRIT; MONITOR"

ESTIMATED DEPTH OF PIER SCOUR:

SKEW ANGLE: N/A

FLOWLINE ELEVATION: N/A

(INPLACE BRIDGE): N/A

MEAN VELOCITY THROUGH STRUCTURE

(INPLACE BRIDGE): N/A

TOTAL STAGE INCREASE

STAGE ELEV. (INPLACE BRIDGE): N/A

BASIC FLOOD (100 YR. FREQ.): N/A

N/A

ELEVATION N/A (INPLACE BRIDGE):

WATERWAY AREA REQUIRED BELOW

ELEVATION: 787.13 FT

LOW MEMBER AT OR ABOVE

BRIDGE): N/A

TOTAL STAGE INCREASE (PROPOSED

(PROPOSED BRIDGE): N/A

DESIGN MEAN VELOCITY THRU STRUCTURE

BRIDGE): 736.8 FT (1929 DATUM)

DESIGN STAGE ELEVATION (WITHOUT

DESIGN FLOOD (100 YR. FREQ.): N/A

ELEVATION: 734.0 FT(1929 DATUM)

MAXIMUM OBSERVED HIGHWATER

1965 FLOOD: 91,100 CFS

MAX. FLOOD ON RECORD:

(AT FRANKLIN AVE. BRIDGE)

DRAINAGE AREA: 19,680 SQUARE MILES

DATE: 10/16/2013

MIS

SIS

SIP

PI RIV

ER

41308


MEDIAN

Near Spandrel 3-4

Extra holes were drilled in the bottomflange sections of the bent plates forconstructibility.

< BRIDGE

< UPSTREAM ARCH RIB

< DOWNSTREAM ARCH RIB NOTES:

ELEVATION

PLAN

2 3

2

2 3

2 2

2

3 3

2

SPAN 2

SPAN 1SPAN 3

SPAN 4SPAN 5

< PIER 1 < PIER 2 < PIER 3 < PIER 4

ABUTMENT

WEST

ABUTMENT

EAST

A

A

< PIER 1 < PIER 48'-6"

10'-6" 13'-9"

7'-3"

2

11'-0"

-0.32%1.53% -2.60% -0.06%

CONDUIT CURVE DATA:

5

5

6

7

U1

< PIER 2 < PIER 3

LENGTH = 10.00'

DELTA = 1.0599°

RADIUS = 540.58'

LENGTH = 10.00'

DELTA = 2.3665°

RADIUS = 242.14'

LENGTH = 10.00'

DELTA = 1.4563°

RADIUS = 393.48'

ELEV. 810.27

TOP OF CONDUIT

156'-10ƒ"291'-5•"114'-10"291'-5•"156'-10ƒ"

ELEV. 810.44

STA 17+32.44ELEV. 810.57

STA 17+22.44

ELEV. 816.05

STA 15+11.77

ELEV. 816.10

STA 15+01.77

ELEV. 812.87

STA 12+91.10

ELEV. 812.81

STA 12+81.10

ELEV. 813.70

TOP OF CONDUIT

U4

WATER MAIN

< EXISTING

UTILITY SUPPORT

< PROPOSED

6

7

PROFILE GRADE

UTILITY SUPPORT

PROPOSED

WITH CLIP ANGLES, TYP

AT ABUTMENT WALL

SUPPORT DUCT BANK

EXISTING CAP BEAM, TYP.

DECK NOT SHOWN FOR CLARITY

UTILITY SUPPORT SEQUENCE:


48851 7/14/2015

SEGMENT 1 SEGMENT 2 SEGMENT 3 SEGMENT 4 SEGMENT 5

FITTINGS

< EXPANSION JOINT

FITTINGS

< EXPANSION JOINT

FITTINGS

JOINT

< EXPANSION

FITTINGS

JOINT

< EXPANSION

16'-5‚"16'-5‚" 16'-5‚"16'-5‚"

5'-2‚"5'-2‚"

2

2

4'-6"

8-a

2'-9"

8-b

8-c

8-a

2'-9"

13'-9"

2'-9"

2

2'-9"

5'-2‚"

5'-2‚"

10.

9.

8.

4.

3.

2.

1.

TFK

DFE

MGR

DEVIATIONS FROM PLAN DIMENSIONS.

DIMENSIONS OF EXISTING STRUCTURE AND NOTIFY THE ENGINEER OF

DESIGN DETERMINED FROM PLAN DIMENSIONS, CONTRACTOR TO FIELD VERIFY

SPEC. 2471

ALL UTILITY SUPPORT FABRICATION AND WELDING SHALL FOLLOW MNDOT

FOR INCLINED LATERAL STRUT DETAILS, SEE SHEET U4

FOR SECTION A-A, SEE UTILITY SUPPORT DETAILS SHEET U2.

SHEET U3.

FOR LATERAL BRACING DETAILS, SEE UTILITY SUPPORT DETAILS

SHEET U3.

FOR LATERAL STRUT DETAILS, SEE UTILITY SUPPORT DETAILS

FOR DETAILS AND NOTES, SEE UTILITY SUPPORT DETAILS SHEETS.

22

8-c

PROTECT

AND

PRESERVE

UTILITY

EXISTING

PROPOSED CAP BEAMS UTILIZING ANCHOR BOLTS IN THREADED INSERTS.

FINAL CONDITION - SUSPEND UTILITY SUPPORT AND CONDUIT FROM

FOR HIGHWAY BRIDGES.

FOR BRIDGE TEMPORARY WORKS AND THE AASHTO STANDARD SPECIFICATIONS

MNDOT LRFD BRIDGE DESIGN MANUAL, AASHTO GUIDE DESIGN SPECIFICATIONS

SHALL BE DESIGNED, AT A MINIMUM, TO MEET THE REQUIREMENTS OF THE

REVIEW. THE TEMPORARY SUPPORT SYSTEM(S) FOR THE UTILITY SUPPORT

PROFESSIONAL ENGINEER IN THE STATE OF MINNESOTA, AND SUBMITTED FOR

TEMPORARY SUPPORT TO BE DESIGNED BY THE CONTRACTOR, CERTIFIED BY A

PROFILE DURING DECK AND CAP BEAM REMOVAL AND REPLACEMENT.

CONDUIT SYSTEM. MAINTAIN THE UTILITY SUPPORT AND CONDUIT GEOMETRIC

TEMPORARY CONDITION 2 - TEMPORARILY SUPPORT UTILITY SUPPORT AND

CONDUIT FROM EXISTING CAP BEAMS WITH DRILL AND EPOXY ANCHOR BOLTS.

INDICATED GEOMETRIC PROFILE GRADE. SUSPEND UTILITY SUPPORT AND

TEMPORARY CONDITION 1 - INSTALL UTILITY SUPPORT AND CONDUIT AT

WATERMAIN SUPPORT

BOTTOM OF

WATERMAIN

CONDUIT SYSTEM

BOTTOM OF

WATERMAIN

TOP OF CONDUIT SYSTEM

TOP OF

1

AS-BUILT - UTILITY SUPPORT PLAN AND ELEVATION

SEE UTILITY SUPPORT SYSTEM SHOP DRAWING 133 FOR DETAILS.

SHEET

LAST REVISION:

CHECKED BY:

CAD BY:

DESIGN BY:

DATE



LICENSE NO.


BRIDGE 2441 S.P. 027-605-029


ABUT. WALL

FACE WEST

ABUT. WALL

FACE EAST

CAP BEAM

PROPOSED

CAP BEAM

PROPOSED

NOTES:

SECTION A-A

SECTION B-B

SECTION C-C

CONDUIT SYSTEM

1 SUMMARY OF QUANTITIES

B

B

C

C

< CAP BEAM, TYP

•" \ ROD, TYP

2" SPACER, TYP

6 TYP

DD

2" SPACER

MC3x7.1

MGR

DFE

WORKING LINE

< BRIDGE

WATER MAIN

< EXISTING

ARCH RIB

< DOWNSTREAM

DETAIL 1

L5x5xƒ BRACKET

< ANCHORS FOR

CAP BEAM

BOTTOM OF

TYP

4"\ CONDUITS,

PARTIAL ELEVATION - ABUTMENTS

PARTIAL ELEVATION - CAP BEAMS


48851

UNITTOTAL

QUANTITYITEM

1010

< SPLICE 11

WATERMAIN 12

SUPPORT FOR

TEMPORARY

TYP

MC6x12

6 TYP

MC3x7.1

4-MC6x12

4-MC6x12

VIEW D-D

PLATE, TYP

4ƒ"x1ƒ"x•"

U4

END CONNECTION DETAIL

ELEVATION VIEW E-E

E

EMC6x12

MC6x12

L5x5xƒ

UTILITY SUPPORT

< PROPOSED

ELEV 813.70

ELEV 810.27

TYP

U-BOLT,

•" \

TYP

WITH †" \ HOLE,

PLATE WASHER

3"x3"x•"

ARCH RIB

< UPSTREAM

COLUMN 1-1

SPANDREL

COLUMN 5-1

SPANDREL

ABUT. WALL

EAST

FACE OF

TYP

MC6x12,

TYP

WITH †" \ HOLE,

PLATE WASHER

3"x3"x•"

TYP

4" \ CONDUIT,

TYP

MC6x12,

CONDUITS NOT SHOWN FOR CLARITY

ANCHOR

FOR ƒ" \

< Ž" \ HOLE

CAP BEAM

PRECAST

PROPOSED

SHOWING UTILITY SUPPORT IN FINAL CONDITION

LOOKING UPSTATION,

TYP

3-4" \ CONDUITS,

ABUT.

FACE OF

7/14/2015

COUPLER, TYP

THREADED

OF MC6x12

BOTTOM

TOP AND

PLATE, TYP

5"x3"x•"

LIN FT

LIN FT

UNITS

UNITS

UNITS

LIN FT

MC3x7.1

MC6x12

SPACERS)

CONNECTION ASSEMBLY (UBOLTS WASHERS AND

•" THREADED RODS

COMB EXP/DEFL FITTINGS (4" RS)

4" DIA. RIGID STEEL CONDUIT

819

4,023

117

94

24

6069

14.

13.

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

BOTTOM OF MC6X12

TYP, TOP AND

5"x4"x•" PLATE,

TYP.

1‚"

EPOXY, 8" MIN. EMBEDMENT

WITH HIT-HY200

ANCHOR COMBINED

GALVANIZED

HILTI HAS

INSTALL ƒ" \

DRILL AND

PLATE, TYP

5"x4"x•"

CONNECTION DETAIL

SEE END

PLAN AND ELEVATION SHEET

AS SHOWN ON UTILITY SUPPORT

LATERAL STRUT, LOCATED

PROPOSED L3•X3•X…

TFK

TYP

2-MC3x7.1 CROSS BEAM,

BETWEEN CROSS BEAM, TYP

2 EQUAL SPACES

TYP

†" \ HOLE,

PLATE WITH

4ƒ"x4•"x•"

AND PROTECT

CONTRACTOR TO PRESERVE

EXISTING UTILITY,

ABUT.

FACE OF

FOR ƒ" \ BOLT

< Ž" \ HOLE

HOLE, TYP

WASHERS WITH †" \

4ƒ"x2ƒ"x•" PLATE

RIGID STEEL CONDUIT AND FITTINGS SHALL COMPLY WITH SPEC. 3801

FOR THE LOCATION OF SECTION A-A, SEE SHEET U1.

SUPPORTED IN SUCH A WAY AS TO REMAIN AT THEIR FINAL ELEVATION.

WHILE THE EXISTING CAP BEAMS ARE BEING REPLACED. UTILITIES SHALL BE

FOR TEMPORARY CONDITION 2, CONTRACTOR TO SUPPORT THE UTILITY SUPPORT

OF SPLICES SHALL BE SELECTED TO MAINTAIN THE PROPOSED UTILITY GEOMETRY.

CONTRACTOR TO DETERMINE NUMBER AND LOCATION OF MC6x12 SPLICES. PLACEMENT

CONTRACTOR.

CORING OPERATION (NOT IN THIS CONTRACT) WITH OFF STRUCTURE UTILITY

CONTRACT) TO COORDINATE AND STAGE UTILITY SUPPORT, CONDUIT, AND CONCRETE

WALL BELOW CAP BEAM. UTILITY SUPPORT INSTALLATION CONTRACTOR (THIS

OFF STRUCTURE CONDUIT SYSTEM BY OTHERS. CORE THROUGH EXISTING ABUTMENT

NOTES, SEE UTILITY SUPPORT DETAILS SHEET U3.

FOR LATERAL BRACING SUPPORT, DETAIL 1, MC6x12 SPLICE DETAILS, AND ADDITIONAL

SEE UTILITY SUPPORT PLAN AND ELEVATION FOR UTILITY PROFILE GRADE GEOMETRY

EXPANSION JOINT LOCATIONS.

COMBINATION EXPANSION/DEFLECTION FITTINGS REQUIRED AT ALL PROPOSED DECK

DOUBLE NUTS, JAM NUTS OR LOCK NUTS.

3392. GALVANIZE ALL OTHER STEEL AS PER SPEC. 3394 AFTER FABRICATION.

GALVANIZED BOLTS, NUTS, WASHERS, RODS, INSERTS AND ANCHOR BOLTS AS PER SPEC.

SPEC. 3324, GRADE 35018. TAP AFTER GALVANIZED (FOR FINAL CONDITION).

CONCRETE INSERTS SHALL BE APPROVED TYPE MALLEABLE IRON. MATERIAL AS PER

STEEL SHAPES AND PLATES SHALL COMPLY WITH SPEC. 3306.

RODS SHALL COMPLY WITH SPEC. 3313, TYPE 1.

ATTACHMENT UTILITY SUPPORT AND CONDUIT BY LUMP SUM.

CONTRACTOR CONVENIENCE ONLY. PAYMENT FOR TEMPORARY WATERMAIN SUPPORT

ALL MATERIAL LISTED IS TO BE INCLUDED IN "CONDUIT SYSTEM". TABLE IS FOR

AND SLOTTED HOLES.

STANDARD WASHERS ARE REQUIRED FOR ALL OVERSIZE

FLANGES, HOLES ARE STANDARD Œ" \ .

TO BE †" \ OVERSIZE HOLES. FOR MC3X7.1 AND MC6X12

FOR •" \ BOLTS, ALL HOLES IN PLATE MATERIAL ARE

11/05/2015

U2R

TYP

†" \ HOLE

WASHERS WITH

PLATE

4ƒ"x3"x•"

PLATE

4ƒ"x2ƒ"x•"

LINK

CENTURY

COMCAST

4" \ CONDUIT, TYP

ZAYO

AS-BUILT - UTILITY SUPPORT DETAILS

(LOOKING DOWN STATION)

SHEET

LAST REVISION:

CHECKED BY:

CAD BY:

DESIGN BY:

DATE



LICENSE NO.


BRIDGE 2441 S.P. 027-605-029


8" 8"

2'-8"

= 1'-4"

2 SPA. @ 8"

3'-6"

= 1'-4"

2 SPA. @ 8"

TYP

ƒ"

18'-6" 18'-6"

6'-6"8'-0"

THIS CONTRACT

CONDUIT SYSTEM

ƒ"

2'-8"

TYP

2'-0" MIN

1•"

CLR

1•"

6"1•" 1•"

5" 8" 8" 5"

PROFILE GRADE

SUPPORT

UTILITY

PROPOSED

2'-0" MIN

1'-

6"

MIN (T

EM

PO

RA

RY

CO

NDITIO

N 1)

1'-

9" (FIN

AL

CO

NDITIO

N)

MIN,TYP

2'-0"

14'-4‚" (PROPOSED SPANS 1 AND 5)

28'-8•" (SPANS 2, 3, 4 AND EXISTING SPANS 1 AND 5)

2 EQUAL SPACES = 14'-4‚" (PROPOSED SPANS 1 AND 5)

3 EQUAL SPACES = 28'-8•" (SPANS 2, 3, 4 AND EXISTING SPANS 1 AND 5)

TYP

1‚"

TY

P

ƒ"

TYP

5„"

1"

1"

15

1'-6ƒ"

WALL

WEST ABUT.

FACE OF 2"

VARIES

16.

15.

EAST ABUTMENT.

PLAN VIEW AT THE

SEE SHEET U2A FOR

TYP

1‚"

TY

P

1•

"

TYP

FOR •" \ BOLT,

†" \ HOLE

SHEET

3/24/2017 DefaultPlotted by:cfahey pw:\\pw-int.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\As-Built\CBR2441_SYS005A.dgnPlotted Date: Model: File:

BRIDGE 2441 S.P. 027-605-029


AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.

I HEREBY CERTIFY THAT SHEETS 1-39, 41-42, SS1-SS4 WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION

OUTSIDE FACE (TYP)

R=10'-4" INSIDE FACE (TYP)

R=10'-0"

3„"

9'-7ƒ"

PLAN - EAST ABUTMENT

FRONT FACE EAST ABUTMENT

8"

6'-1•" 3'-3„"

7'-2„"

21

NOTES:

1

2

8°

AS-BUILT - UTILITY SUPPORT DETAILS

U4

U2A

SECTION A-A

UTILITY RACK

< PROPOSED

REMOVED LAST CROSS MEMBER

END BEND

BEGIN BEND

DUCT BANK 8" UPSTREAM.

CONDUITS WERE BENT TO ACCOMMODATE THE OBSTRUCTED CORE HOLE, SHIFTING THE

OBSTRUCTED CORE HOLE, ABANDONED

A

A

SECTION F-F

SECTIONELEVATION

PLAN

F

F

DETAIL 1

FOR •" \ ROD

< •" \ HOLE

FOR •" \ ROD

< †" \ HOLE

L5x5xƒ

L5x5xƒ

4"

GAP

•"

< SPLICE

NOTES:

MGR

DFE

< EXPANSION JOINT

6", TYPDEFLECTION FITTING, TYP

COMBINATION EXPANSION


48851 7/14/2015

EXPANSION FITTING DETAIL

3"

PLAN

ELEVATION

9"

L3•X3•X…

1‡

"

WT6x32.5

WT6x32.5

PLAN

1‡

"

TYP

‚"

MC6x12

MC6x12

MC6x12 SPLICE DETAIL

LATERAL STRUT DETAILS

INTERNAL BRACING

FOR UTILITY SUPPORT

L3•x3•x…

INTERNAL BRACING

FOR UTILITY SUPPORT

L3•x3•x…

INTERNAL BRACING

FOR UTILITY SUPPORT

L3•x3•x…

WT6x32.5

U4

TYP

DECK PANEL,

PRECAST

FOR ƒ" \ ANCHOR

< Ž" \ HOLE

SPLICE ?

ƒ" WEB

1ƒ

"

2"

1‡

"

9"

1'-

1"

TYP

FOR ƒ" \ BOLT,

•" \ HOLE

L3•x3•x…

SUBSTRUCTURE

EXISTING

TYP

FOR ƒ" \ BOLT,

•" \ HOLE

1'-

3"

9"

3"

INTERNAL BRACING

FOR UTILITY SUPPORT

L3•x3•x…L6X3•X…

9"

SUBSTRUCTURE

EXISTING

WT6x32.5

ELEVATION

LATERAL BRACING DETAILS

FOR ƒ" \ ANCHORS

< Ž" \ HOLES

1ƒ

"

TYP

BACK OF MC6x12,

TYP

MC6x12,

TYP

MC6x12,

FOR ƒ" \ ANCHOR

< Ž" \ HOLE

CAP BEAM

PRECAST

PROPOSED

TYP

2'-0" MIN,

TYP

MC6x12,

TYP

4" \ CONDUIT,

TYP

MC6x12,

7.

6.

5.

4.

3.

2.

1.

1

1

1

1

8" MIN. EMBEDMENT

HIT-HY200 EPOXY,

ANCHOR COMBINED WITH

HILTI HAS GALVANIZED

DRILL AND INSTALL ƒ" \

MIN. EMBEDMENT

HIT-HY200 EPOXY, 8"

COMBINED WITH

GALVANIZED ANCHOR

ƒ" \ HILTI HAS

DRILL AND INSTALL

L3•"X3•X…

†"

SPANDREL COLUMN

ARCH RIB OR

SUBSTRUCTURE,

EXISTING

COLUMN

ARCH RIB OR SPANDREL

EXISTING SUBSTRUCTURE,

FOR ƒ" \ BOLT

LONG SLOT HOLE

< Ž"X1‡"

FOR ƒ" \ BOLT

SLOT HOLE

< Ž"X1‡" LONG

BOLT

FOR ƒ" \

< Ž" \ HOLE

TFK

ANCHOR

FOR ƒ" \

< Ž" \ HOLE

L6

X3•

X…

BOLT

FOR ƒ" \

HOLE

< •" \

OVERSIZED HOLES NEAR LOCATION OF GRADE CHANGES.

BE ACCOMMODATED BY PLACING MC6x12 SPLICES WITH

UTILITY SUPPORT PROFILE GRADE ANGLE DEVIATIONS TO

REBAR OR EMBEDED ANGLES ARE ENCOUNTERED.

CONCRETE AT THE ANCHOR LOCATION. NOTIFY ENGINEER IF

NOTIFY THE ENGINEER IN THE INSTANCE OF UNSOUND

EXISTING CONCRETE AT THE ANCHOR LOCATIONS AND

THE CONTRACTOR SHALL ASSESS THE CONDITION OF THE

AND SUBSTRUCTURE ELEMENTS. PRIOR TO INSTALLATION,

DETAILS TO THE EXISTING ARCH RIBS, SPANDREL COLUMNS,

ENGINEER, FOR THE LATERAL STRUT AND LATERAL BRACING

HIT-HY200 EPOXY OR SIMILAR, AS ACCEPTED BY THE

DRILL AND INSTALL HILTI HAS GALVANIZED ANCHORS WITH

FOR INTERNAL BRACING DETAILS, SEE SHEET U4.

PROPOSED CAP BEAMS.

ENGINEER, FOR ANCHOR BOLT CONNECTION TO THE

THREADED INSERT F57 OR SIMILAR, AS ACCEPTED BY THE

FOR FINAL CONDITION - INSTALL DAYTON SUPERIOR

ANCHOR LOCATION.

ENGINEER IN THE INSTANCE OF UNSOUND CONCRETE AT THE

CONCRETE AT THE ANCHOR LOCATIONS AND NOTIFY THE

CONDITION OF THE EXISTING CAP BEAM FOR SOUND

INSTALLATION, THE CONTRACTOR SHALL ASSESS THE

FOR CONNECTIONS TO THE EXISTING CAP BEAMS. PRIOR TO

EMBEDMENT, OR SIMILAR, AS ACCEPTED BY THE ENGINEER,

HILTI HAS ANCHORS WITH HIT-HY200 EPOXY WITH 8"

FOR TEMPORARY CONDITION 1 - DRILL AND INSTALL ƒ" \

EXPANSION JOINT LOCATIONS.

MOVEMENT AND SHALL BE PROVIDED AT ALL FINAL BRIDGE

CAPABLE OF ALLOWING A MINIMUM OF 4" OF TOTAL AXIAL

COMBINATION EXPANSION DEFLECTION FITTINGS SHALL BE

FOR ADDITIONAL NOTES, SEE SHEET U1.

ASTM A325.

HIGH STRENGTH BOLTS SHALL MEET THE REQUIREMENTS OF

WITH WASHER

FOR ƒ" \ BOLT

< •" \ HOLE

FOR ƒ" \ BOLT

WITH WASHER

Ž" \ HOLE

2"

2"

TYP

ƒ" \ BOLT,

WASHER, TYP

STANDARD

TYP

CLIPPED WASHER,

TYP

MC6x12,

SPLICE ?

WEB

? ƒ"x4"x1'-5•"

11/05/2015

U3R

? •"x5•"x1'-2"

AS-BUILT - UTILITY SUPPORT DETAILS SHEET

LAST REVISION:

CHECKED BY:

CAD BY:

DESIGN BY:

DATE



LICENSE NO.


BRIDGE 2441 S.P. 027-605-029


B176

1'-0"

2" 4" 2"4"

2"

3"

4

1‚"

2•"

TYP

1‚"

2"

1ƒ

"

4

6

2…"

2"

6

3"

3"

1„"1„"

8

8.

3

8

73…"4"1„" 1„"4"3…"

1'-5•"

3"

1…"4"1…" 1…"4"1…"

1„

"„

"1„

"„

"

1‚

"1‚

"

9

9.

WEBS, HOLES ARE STANDARD Ž" \ .

OVERSIZE HOLES. FOR MC6X12 FLANGES AND

HOLES IN PLATE MATERIAL ARE TO BE •" \

FOR ƒ" \ BOLTS IN MC6X12 CONNECTION, ALL

PLACE.

WITH DOUBLE NUTS, JAM NUTS OR LOCK NUTS IN

STRUT MEMBERS ARE TO BE SNUG TIGHT ONLY

ALL BOLTS FOR THE L3•"x3•"x…" LATERAL

1•"XŽ" SLOTTED HOLE 1

1 MODIFIED PER RFI 57

ƒ"

TYP

3"

2‚"

TYP

SPLICE ?,

FLANGE

1'-2"

TYP

SPLICE ?,

•" FLANGE

TYP

NOTES:

MGR

DFE


48851 7/14/2015

UTILITY SUPPORT BRACING

L3•x3•x…

L3•x3•x…

A A

UTILITY SUPPORT INTERNAL BRACING

1

1

B B

U4

L3•x3•x…

VIEW A-A

4'-

0"

TY

P

1ƒ

"

VIEW B-B

TY

P

9•

"

L3•x3•x…(T

YP)

1ƒ

"

L3•x3•x…

11•

"

LOOKING BACK STATION

TYP

MC6x12,

LATERAL STRUT

L3•x3•x…

TYP

MC6x12,

LATERAL BRACING

L6x3•x…

TYP

MC6x12,

ELEVATION VIEW

LATERAL BRACING

L6x3•x…

1

1

TYP

MC6x12,

PLAN VIEW

TYP

MC6x12,

TYP

FOR ƒ" \ BOLT,

< •" \ HOLE

BOLT

HOLE FOR ƒ" \

SLOTTED

Ž" x 1‡" LONG

TYP

MC6x12,

1

1

LATERAL STRUT

L3•"x3•x…

INTERNAL BRACE

L3•x3•x…

HOLE FOR ƒ" \ BOLT,TYP

< Ž"x1‡" LONG SLOTTED

ƒ" \ BOLT

SLOTTED HOLE FOR

< Ž"x1‡" LONG

BOLT, TYP

FOR ƒ" \

HOLE

< Ž" \

INCLINED LATERAL STRUT DETAIL

STRUT SLOPE

INCLINED LATERAL

LOCATION

8-c

8-b

8-a

b c

1

1

1

2

1.63

1

INCLINED LATERAL STRUT DETAIL

4.

3.

2.

1.

TFK

ANCHORS

FOR ƒ" \

HOLE

< Ž" \

END OF SEGMENT 3 ONLY.

INCLINED LATERAL STRUT LOCATED AT EACH

STRUT. DIAGONAL INTERNAL BRACING FOR

OF SEGMENT 3 FOR UPSTATION LATERAL

SEGMENTS 3 SHOWN, MIRROR ABOUT MIDSPAN

DOWNSTATION INCLINED LATERAL STRUT FOR

WALL.

AT PIERS 2 AND 3, MIRROR ABOUT < INTERIOR

SHEETS U2 AND U3.

FOR ADDITIONAL NOTES AND INFORMATION, SEE

REQUIREMENTS OF ASTM A325.

HIGH STRENGTH BOLTS SHALL MEET THE

SECTIONS AS NOTED.

TO BE PLACED IN THE ANGLE OR WT

ALL SLOTTED AND OVERSIZED HOLES ARE

SHEET U3.

FOR DETAILS ON ƒ" \ ANCHORS, SEE

NUTS IN PLACE.

WITH DOUBLE NUTS, JAM NUTS, OR LOCK

STRUTS ARE TO BE SNUG TIGHT ONLY

ATTACHED TO THE INCLINED LATERAL

ALL BOLTS FOR THE L3•x3•x… ANGLES

HARDWARE.

TO AVOID CONFLICTS WITH CONNECTION

ADJUST THE MC3X7.1 CROSS BEAMS ` 1'-0"

AT LOCATIONS OF INTERNAL BRACING,

8.

7.

6.

5.

TYP

FOR ƒ" \ BOLT,

Ž" \ HOLE

FOR ƒ" \ BOLT

•" \ HOLE

TYP

FOR ƒ" \ BOLT,

Ž" \ HOLE

TYP

FOR ƒ" \ BOLT,

< Ž" \ HOLE

TYP

FOR ƒ" \ BOLT,

< Ž" \ HOLE

U4R

11/05/2015

SHEET

LAST REVISION:

CHECKED BY:

CAD BY:

DESIGN BY:

DATE



LICENSE NO.


BRIDGE 2441 S.P. 027-605-029


PIER 2 AND 3

< INTERIOR WALL

L3•x3•x…

ARCH RIB

EXISTING

WT6x32

1'-

3"

3"

2'-8"

3'-7„"

1•"3"

TYP

1‚"

1•" 2„"3

TYP

1‚"

TYP

1‚"

9"

1•

"

ARCH RIB

EXISTING

WT6x32

4'-

1"

1'-

0"

4

3"

9"

1ƒ

"

c

b

LATERAL STRUT

INCLINED

L6x3•x…

LATERAL STRUT

INCLINED

L6x3•x…

66

1‡

"

1†

"

INTERNAL BRACE

L3•x3•x…

TY

P

1ƒ

"

4

9•

"

7