AKDOT135(2)_Contract_Modification_J-Sheets.pdf

-M a y -2

:2

A M

H

T e a m F o ld e r s B

R

ID

G E

K

D O

T

(2

C h ic k a lo o n

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s C

M

1\ P

R O J E

C T

S .d g n

NO. DATE BY REVISIONS NO. DATE BY REVISIONS

CL

Existing ground at C

CL

CL

ground line Proposed

21’ left of C

Existing ground ground line

Proposed

Q50 = 825.70

L Pier 2C L Pier 3C

ELEVATION

No Scale

Elev. 862.41

Sta. 404+06.51

Begin Bridge Elev. 870.82

Sta. 407+59.17

End BridgeC

N

352’-8"

101’-4" 150’-0" 101’-4"

Begin Bridge End Bridge

PLAN

DRAWING INDEX

TITLE

C

TYPICAL SECTION

Pier

Concrete

(Typ.)

405+00 406+00 407+00 408+00 404+00

GENERAL LAYOUT

A C

T U

A L F I L E R

A K

D O

T

G e n

L a y o u t.

D G

N

RG2998 - A

= 73.31’ L

= 36.76’ T

= 400.00’ R

= 10° 30’ 03" (RT)

= 402+99.63 PC Sta.

L Structure

(Typ.)

3’-0" Bench

1’-6"

45’-0"

Girders

Concrete

Prestressed

Existing ground

21’ right of C

406+00

407+00

408+00 405+00

Elev. 800.00

Datum 404+00

852.89

Low chord

Drilled Shaft Foundation

J1

CWN DW

= 403+72.94 PT Sta.

SHEET NO.

(Typ.)

Railing

Bridge

Steel

CL Pier 2 L Pier 3C

CL Brg. Abut. 1 CL Brg. Abut. 4 3’-3"

3’-3"

Edge of Wedge

E F F F F

E

3.1

8%

330’ VC

S ta

E le v .0

0.9576

760’ VC

S ta

E le v .3

0.9576% 6.

6.

B E

G I N B

R I D

G E

E N

D B

R I D

G E

352’-8"

E le v .4

E le v .0

1.5" Asphalt Overlay

Concrete Wedge with

SUPERELEVATION TRANSITION DATA

4%

0%

1%

1%

SUPERELEVATION

SUPERELEVATION TRANSITION DATA

TEMPORARY WEDGE AND ASPHALT FINAL CONCRETE DECK AND ASPHALT

top of asphalt overlay Elevations provided at

Varies

0% to 4%

Varies 1% to

7’-0"

2’-0" 12’-0" 12’-0"

4%

0%

-4%

SUPERELEVATION

2’-0" top of asphalt overlay Elevations provided at Initial Condition

Final Condition

Approx. OHW Approx. OHW

Deck

C.I.P. Concrete

CURVE DATA

CURVE DATA

& End Transition Rail

Begin Concrete Barrier End of Concrete Wedge

Transition Rail (Typ.)

Guardrail and

1’-6"

C h ic k a lo o n R iv e r

2:1

Top of Fill

Toe of Fill

Toe of Riprap

2:1

Toe of Fill Top of Fill

Top of Riprap

5/3/16 CN2

REVISION NO. 1 2

BORING LOGS

BORING LOG LOCATION MAP

THRIE BEAM CONCRETE TRANSITION

THRIE BEAM TRANSITION

BRIDGE RAILING

ABUTMENT 4 APPROACH SLAB

ABUTMENT 1 APPROACH SLAB

INTERMEDIATE DIAPHRAGMS

PIER DIAPHRAGMS

ABUTMENT 4 END DIAPHRAGM

ABUTMENT 1 END DIAPHRAGM

SPAN 2 GIRDERS

SPAN 1 & 3 GIRDERS

GIRDER DEFLECTION DIAGRAM - 2

GIRDER DEFLECTION DIAGRAM - 1

SLAB CONSTRUCTION

DECK

CONCRETE WEDGE ELEVATIONS

DECK ELEVATION

TYPICAL SECTION

FRAMING PLAN

PIER 3

PIER 2

PIER COLUMNS

PIER DRILLED SHAFTS

ABUTMENT 4 WINGWALLS

ABUTMENT 1 SW WINGWALL

ABUTMENT 1 SE WINGWALL

ABUTMENT 4

ABUTMENT 1

ABUTMENT DRILLED SHAFTS

RIPRAP PLAN

FOUNDATION PLAN

SITE PLAN

GENERAL LAYOUT

J35

J34

J33

J32

J31

J30

J29

J28

J27

J26

J25

J24

J23

J22

J21

J20

J19

J18

J17

J16

J15

J14

J13

J12

J11

J10

J9

J8

J7

J6

J5

J4

J3

J2

J1

C ROADWAY GRADE DATA FOR CM#1L C BRIDGE GRADE DATAL

3.5

2%

3.7

0%

E le v .4

6.

S ta

.6

215.52’ VC

E le v .3

1.3213%

S ta

.0

100’ VC

407+57.84

407+59.17

405+82.84

404+57.84

404+07.84

404+06.51

STATION

407+57.84

407+59.17

405+82.84

404+07.84

404+06.51

STATION

CLUPDATED APPR. SLAB, GRADE & ROADWAY

352’-8"

B E

G I N B

R I D

G E

E le v .3

E le v .6

E N

D B

R I D

G E

(This project)

L Roadway

Bridge Profile Grade top of Asphalt Overlay

& Begin Transition Rail

End Concrete Barrier project)

Roadway (This CL

CL

= 6.0% e

= 467.29’ L

= 239.71’ T

= 850.00’ R

= 31° 29’ 54" (RT)

= 407+94.50 PC Sta.

CL

CL

CL Structure

CL

Roadway, unless stated otherwise.

in reference to Structure, not noted throughout the J-sheets are

2.) All Structure/Bridge/Glenn Highway

Roadway (This project).

1.) Curve Data and PT Station is for updated

Notes:

STATE PROJECT

SHEET

NO.

AK AK DOT 135(2)

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

JEG Phillip Boinske

BRIDGE DRAWING

of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION

GLENN HIGHWAY

DRAWING NO.

CHICKALOON RIVER BRIDGE (545)

May 2016

-M a y -2

H

T e a m F o ld e r s B

R

ID

G E

T

(2

C h ic k a lo o n

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s C

M

1\ P

R O J E

C T

S .d g n

PROJECT TEAM LEADER BRIDGE DRAWING

DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO. DATE BY REVISIONS NO. DATE BY

NO.

U.S. DEPARTMENT OF TRANSPORTATION

35JEG Phillip Boinske

GLENN HIGHWAY

DRAWING NO.

CHICKALOON RIVER BRIDGE (545)

May 2016

MARK SIZE NO. LENGTH TYPE

A401

BENDING DIAGRAM

4 7’-5" BENT

L BearingC

Dwg.

See "END DIAPHRAGM"

Concrete Diaphragm

ELEVATION

Slab

Approach

4-A1102 e.f.

SECTION A-A

A

A

" = 1’-0"4 1Scale:

" = 1’-0"4 1Scale:

A501 5

A403 4 12’-8" BENT8

17’-7"

A501

A402 4 32 11’-4" BENT

-M a y -2

H

T e a m F o ld e r s B

R

ID

G E

T

(2

C h ic k a lo o n

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s C

M

1\ P

R O J E

C T

S .d

DATE BY REVISIONS NO. DATE BY REVISIONS

ABUTMENT 1

F

A401 A402

A402

A403

A501

Joint

Construction

A403 each step

8-A401, A402 or

3’-3" 3’-3"

Not to scale

6’-3"

A401

10’-2"

A402

A403

A601 6 36

11 8 VariesA1102

240 BENT

BENT

6As Shown

WINGWALL" Dwg.

See "ABUTMENT 1 SE

WINGWALL" Dwg.

See "ABUTMENT 1 SW

REINFORCING STEEL - ONE ABUTMENT

a - Lap splice length not included.

aA C

T U

A L F I L E R

A K

D O

T

A b u t-

.D

G N

APPROACH SLAB" Dwg.

See "ABUTMENT 1

Shaft

Drilled

RG2998 - F

E D C B A

"8 1" = 46’-18

55 Spa. @ 9’-2

Elev. 854.28 Elev. 853.93 Elev. 853.56 Elev. 853.20 Elev. 852.83

Elev. 849.18

Elev. 847.00

"2 m in m a x

CL Glenn Highway

CL Glenn Highway

CL Brg.

(Typ.)

Shaft

Drilled

PLAN

Dwg.

See Detail on "ABUTMENT 4"

Elastomeric Brg. Pad, "8 110’-9 "4

316’-10

"8 17’-8"2

11’-6

Elev. 852.46

J6

CWN CV

1’-6"

LC LC LC LC LC LC

A402 A402

6’-6"

11’-6"

54’-4" min.

54’-6" max.

54’-4" min.

56’-4" max.

A1101

Begin Bridge

5’-0" 5’-0" 5’-0"

5’-0" 5’-0" 5’-0"

Triple A501 hoops

2’-6" Bearing Pad

Elastomeric

"8 52’-4

"4

1’-6

72°

(Typ.)

Top of Cap

"8 75’-0

6’-0"

A601

7’-0"

1’-4"

DIAPHRAGMS" Dwg.

See "ABUTMENT 1 END full width under End Diaphragm

" Expanded Polyethylene 2

A601 on each face of bearing Pad

4" Expanded Polyethylene

(Top & Bottom)

18-A1101 along joint in Backwall

1’-0" wide Waterstop

Girder

C@ L of

"8 32’-3

4’-8" casing permanent

Top of

11 36 VariesA1101a

A1102

@ 1’-0"

A501

@ 6"

A501

@ 1’-0" A501 A501

A501 A501

@ 1’-0" A501

@ 1’-0" A501

@ 1’-0"

@ 6" @ 6" @ 6"

228 2’-0" min.

3’-8" max.

"8 59’-2

6’-2" "8 53’-0

"8 515’-4

"4 112’-3"8

515’-4

"16 1321’-5

" clr.2

" Clr.2

3/19/15 CN

"2 156’-2

UPDATED BAR LAYOUTS AND DIMENSIONS

"2 12’-61 shown in Section A-A.

within the joint area above the shafts as other vertical-to-longitudinal bar intersection the cap beam are to be located at every longitudinal reinforcement on each face of

Note: Horizontal A601 J-bars hooked around the

2REVISION NO. 1

AMENDMENT NO. 1 1

2 CN

UPDATED APPROACH SLAB4/4/16

NO.

DRAWING NO.

-M a y -2

H

T e a m F o ld e r s B

R

ID

G E

T

(2

C h ic k a lo o n

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s C

M

1\ P

R O J E

C T

S .d g n

PROJECT TEAM LEADER BRIDGE DRAWING

NO.

U.S. DEPARTMENT OF TRANSPORTATION

GLENN HIGHWAY

DRAWING NO.

CHICKALOON RIVER BRIDGE (545)

May 2016

-M a y -2

H

T e a m F o ld e r s B

R

ID

G E

T

(2

C h ic k a lo o n

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s C

M

1\ P

R O J E

C T

S .d

50’-0"

Diaphragm

L IntermediateC Diaphragm

L IntermediateC

" B

C

D

E

A s p a

10’-0" 10 Spa.@ 10’-0" = 100’-0" 26 Spa. @ 10’-0"= 260’-0"

150’-0"

8 Spa. @ 10’-0" = 80’-0"

"2 12’-10

7’-11 2"

Rail Post spacing (Typ.)

PLAN

A C

T U

A L F I L E R

A K

D O

T F P .D

G N

FRAMING PLAN

No Scale 15

J15

RG2998 - O

F

Diaphragm

L IntermediateC

75’-0"50’-0"

Rail Post spacing

CL Glenn Highway

CL Pier 2 CL Pier 3

CL Bearing

CL Bearing

Rail Post spacing

MARK SIZE NO. LENGTH TYPE

U401

BENDING DIAGRAM

4 BENTVaries

3’-8"

10" 10" m in a x m in x

U401

REINFORCING STEEL - HAUNCH REINFORCEMENT

See Note 2

18’-0"

See Note 2 See Note 2

42’-0" 19’-0"42’-0"

See Note 2 See Note 2

CWN RE

"2 112’-4

L Deck DrainC

10’-0" 10’-0"

L Deck DrainC

L Deck DrainC

CL Deck Drain

14’-0"

S p a

"2 13’-11

"2

6’-0

14’-0"

See Note 2

98’-1" 98’-1"

(See Note 3) Chain Link Fence

Drawing number F-01.01.

of the SW Wingwall according to Alaska DOT Standard

3. Provide a 5’-0" high chain link fence along the length area noted, along all beams.

2. Provide U401 @ 1’-0" spacing for haunch within the

1. Measure Rail Post spacing along the curb.

Notes:

"2

15’-4

2’-0""2

2’-4

T y p

L b e a r in g

C s p a n

S p a n

"2 142’-4

"2

2’-7

1 3/19/15 CN UPDATED RAIL POST SPACING

REVISION NO. 1 2

1AMENDMENT NO. 1

2 CN UPDATED APPROACH SLAB AND POST SPACING4/4/16

8’-0"

4’-0"

NO.

DRAWING NO.

-M a y -2

H

T e a m F o ld e r s B

R

ID

G E

T

(2

C h ic k a lo o n

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s C

M

1\ P

R O J E

C T

S .d g n

PROJECT TEAM LEADER BRIDGE DRAWING

NO.

U.S. DEPARTMENT OF TRANSPORTATION

GLENN HIGHWAY

DRAWING NO.

CHICKALOON RIVER BRIDGE (545)

May 2016

-M a y -2

H

T e a m F o ld e r s B

R

ID

G E

T

(2

C h ic k a lo o n

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s C

M

1\ P

R O J E

C T

S .d

As Shown

21’-0"1’-6" 21’-0" 1’-6"

TYPICAL SECTION

" = 1’-0"8 3Scale:

" = 1’-0"8 3Scale:

of curb

Bottom face

1’-0" after drain installation grate w/epoxy grout

Fill space btwn. curb and

DECK DRAIN PLAN

TYPICAL SECTION

CL Glenn Highway

TYPICAL SLAB SECTION

Varies

" = 1’-0"4 3Scale:

" = 1’-0"4 3Scale:

" = 1’-0"4 3Scale:

R503 @ 8" (Typ.)

2 C lr

C lr

R501 D503

D504

"2 under drain

Epoxy grout pad

" (Typ.)2 13"x

Grate bars

A C

T U

A L F I L E R

A K

D O

T

T y p S e c t.

D G

N

J16

D501 or D506 D502 or D507

RG2998 - P

2’-6"

1’-6" Varies 2’-0" 2’-0"2’-0" 12’-0" 12’-0" 2’-0" 1’-6"

" = 1’-0"8 3Scale:

TYPICAL WEDGE SECTION

CL Glenn Highway

7’-0"

CL Roadway not shown

" Asphalt overlay2

Varies

Varies (1" min. depth) wedge for concrete

1" minimun

CL Glenn Highway

" (Abutment 1) to 5 spa. @ 8’-0" = 40’-0" (Pier 2)8 1" = 46’-18

5Span 1 - Varies from 5 spa. @ 9’-2

Span 2 & 3 - 5 spa. @ 8’-0" = 40’-0" btwn. grate bars

Remove tube

DECK DRAIN ELEVATION

CWN RE

SECTION A-A

A

A

Typ.

110° tube w/epoxy grout grout voids around of epoxy grout and

" pad2 1Set drain on overlay

Asphalt 1

Typ.

1" Typ. all sides

"4 1 Backer rod all around for grout adhesion

" profile8 1TS to provide

" Weld beads around4 12 -concrete wedge

Concrete deck or top flange prestressed beam in deck and

6" x 6" Blockout

"2 1TS 5" x 5" x

"4 31’-1

Constuction joint

Note:

1. See "DECK" sheet for bending diagram of R501 and R502

R502

Construction joint

3" drip

1" V-grove all deck and curb reinforcing.

for overhang in span 1.

2. See dimension "J" on the "GIRDER DEFLECTION DIAGRAM" sheet

45’-0" Span 1 - Varies from 45’-0" to 56’-2"

Span 2 & 3 - 45’-0"

Span 1

2’-6"

- Varies

Span 2 & 3 -

1 3/19/15 CN

UPDATED CALLOUTS, SPACING, AND NOTES

Span 2 & 3 - 21’-0"

REVISION NO. 1 2

2 4/21/16 CN UPDATED SPAN 1 DIMENSIONS

Span 1 - Varies from 21’-0" to 27’-2" curb varies in Span 1 deck to outside face of Distance from edge of

1AMENDMENT NO. 1

NO.

DRAWING NO.

-M a y -2

H

T e a m F o ld e r s B

R

ID

G E

T

(2

C h ic k a lo o n

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s C

M

1\ P

R O J E

C T

S .d g n

PROJECT TEAM LEADER BRIDGE DRAWING

NO.

U.S. DEPARTMENT OF TRANSPORTATION

GLENN HIGHWAY

DRAWING NO.

CHICKALOON RIVER BRIDGE (545)

May 2016

-M a y -2

H

T e a m F o ld e r s B

R

ID

G E

T

(2

C h ic k a lo o n

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s C

M

1\ P

R O J E

C T

S .d

L Pier 3C

No Scale

405+00 406+00

404+00

DECK ELEVATION

J17

RG2998 - Q

N

L Pier 2C

860.09

861.32

860.32 860.56 860.80 861.05 861.30 861.56 861.82 862.08 862.35 862.62

861.48 861.64 861.81 861.99 862.17 862.36 862.56 862.76861.18

862.11 862.22 862.34 862.46 862.59 862.72 862.86 863.01862.02 863.17

863.02

863.31

863.60

863.44

863.66

863.87

863.88

864.02

864.17

864.33

864.40

864.48

864.80

864.80

864.80

865.29

865.22

865.14

865.79

865.65

865.50

866.31

866.09

865.88

866.84

866.55

866.27

867.39

867.03

866.67

862.98

863.34

867.39 867.77

867.36

866.95

868.15

867.70

867.24

868.54

868.04

867.53

868.94

868.39

867.84

869.35

868.75

868.15

869.76

869.11

868.46

870.18

869.48

868.78

870.60

869.86

869.12

871.04

870.25

869.45

871.47

870.63

869.79

867.03

866.67

L Pier 3C

10 spa. @ 15’-0" = 150’-0"

407+00

A C

T U

A L F I L E R

A K

D O

T d e c k E le v .D

G N

CL Glenn Highway

PLAN

PLAN

CWN DW

10 spa. @ 10’-0" = 100’-0"

861.77 861.88

861.04860.91

L Glenn HighwayC

Sta. 404+07.84

Begin bridge deck

10’-0"10’-0"

10 spa. @ 10’-0" = 100’-0"

Sta. 407+57.84

End Bridge Deck

871.87 872.45

871.44

870.19

871.03

870.44

10’-0" 10’-0"

3. Grade data from final condition.

2. Spacing is along centerline of Glenn Highway.

" concrete deck.2

11. Elevations are to top of 8

Notes:

1 3/19/15 CN UPDATED ELEVATIONS

CN2

AMENDMENT NO. 1

REVISION NO. 1

UPDATED APPROACH SLABS AND ELEVATIONS

859.50

871.95

870.11

861.96861.90

859.81

859.77

1’-4"2

4/4/16

NO.

DRAWING NO.

-M a y -2

H

T e a m F o ld e r s B

R

ID

G E

T

(2

C h ic k a lo o n

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s C

M

1\ P

R O J E

C T

S .d g n

PROJECT TEAM LEADER BRIDGE DRAWING

NO.

U.S. DEPARTMENT OF TRANSPORTATION

GLENN HIGHWAY

DRAWING NO.

CHICKALOON RIVER BRIDGE (545)

May 2016

-M a y -2

H

T e a m F o ld e r s B

R

ID

G E

T

(2

C h ic k a lo o n

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s C

M

1\ P

R O J E

C T

S .d

L Pier 3C

No Scale

405+00 406+00

404+00

J18

RG2998 - R

N

L Pier 2C

862.44 862.58 862.71 862.84 862.97 863.11 863.25 863.40 863.56862.31

862.23 862.37 862.50 862.63 862.76 862.91 863.07 863.24862.10 863.41 863.88 864.19 864.52 864.87 865.24 865.53 865.84 866.17 866.51 866.88863.59

867.54

867.13

867.86

867.40

868.17

867.66

868.50

867.94

868.84

868.24

867.24

866.88

L Pier 3C

10 spa. @ 15’-0" = 150’-0"

5 spa. @ 10’-0" = 50’-0"

407+00

CONCRETE WEDGE ELEVATIONS

862.42 862.55 862.69 862.82 862.95 863.08 863.21 863.34 863.48 863.63 863.78 864.04 864.30 864.60 864.91 865.24 865.64 866.06 866.50 866.95 867.42

863.99 864.27 864.58 864.90 865.24 865.61 865.99 866.39 866.80 867.24863.72

867.42 867.75 868.09 868.43 868.78 869.15 869.39

869.09

868.42

"4 36’-6

Sta. 407+14.40

End Concrete

A C

T U

A L F I L E R

A K

D O

T

W e d g e E le v .D

G N

CL Glenn Highway

PLAN

PLAN

CL Glenn Highway

CWN DW

Edge of Wedge (See "TYPICAL SECTION" Dwg.)

Sta. 404+07.84

Begin bridge deck

10 spa. @ 10’-0" = 100’-0"

861.93 861.73

862.18862.04

862.35

862.15

Edge of Wedge

10’-0"10’-0"

3. Grade data from initial condition.

2. Spacing is along centerline of Glenn Highway.

1. Elevations are to top of lightweight concrete wedge.

CN2

REVISION NO. 1 2

UPDATED APPRROACH SLAB AND ELEVATIONS5/3/16

862.28

NO.

DRAWING NO.

-M a y -2

H

T e a m F o ld e r s B

R

ID

G E

T

(2

C h ic k a lo o n

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s C

M

1\ P

R O J E

C T

S .d g n

PROJECT TEAM LEADER BRIDGE DRAWING

NO.

U.S. DEPARTMENT OF TRANSPORTATION

GLENN HIGHWAY

DRAWING NO.

MARK SIZE NO. LENGTH TYPE

M501

BENDING DIAGRAM

5 BENT

M501

2’-8"

REINFORCING STEEL - TWO DIAPHRAGMS

" = 1’-0"8 3Scale:

SECTION A-A

TYPICAL SECTION LOOKING BACK AT ABUTMENT 1

" = 1’-0"8 3Scale:

C

6 - Paired M501

Equally spaced

(Typ. Interior Bays)

A

A

J25

L Girder

As Shown a a - Epoxy coat all End Diaphragm reinforcing steel.

RG2998 - YCWN RE

CL Glenn Highway

M501 1 - Paired

(Typ. Interior bays)

M802

M504

M605 spaced equally 7 - M604

M802

(Typ. Interior Bays) M602 n.f.

M608 M606

M502

4-M802

M502 5a

M503 5a

M504 5a

M601 6a

M602 6a

M603 6a

M604 6a

M605 6a

M606 6a

M607 6a

M608 6a

M701 7a

M801 8a

M802 8a BENT

BENT

BENT

BENT

BENT

BENT

BENT

BENT

BENT

BENT

M502

M503

2’-8"

"2 12’-1

(Typ.)

M503 - Paired

M504 M604

M605

"2 12’-1

M606 M607

M608 M701 M802

4’-4"

"2

4’-4"

4’-4" "

1’-8"

2’-2"

2’-8"

1’-8"

3’-10"

2’-8"

1’-6"

" 1

’-0

R

2’-6"

2’-11"

8"

(Typ. Interior Bays) M603 n.f.

4-M504

8 - M802, 8 - M504 or M804 f.f.

or M803, M801 n.f., or M609 f.f.

M601 n.f., M804 8 a

6a

10M609

8 3’-6"

19’-10"

18’-9"

14’-4"

52’-6"

8’-4"

5’-8"

7’-7"

5’-4"

"2 15’-4

6’-5"

55’-8"

2 52’-6"

49 6’-9"

4 55’-8"

M803 8 2 53’-7" a

M601 or M801

M609 M609 or M804

M803

M804

"2 11’-9

"2 11’-4

52’-10"

ABUTMENT 1 END DIAPHRAGM

A C

T U

A L F I L E R

A K

D O

T

A b u t

E n d

D ia p h .D

G N

22’-4" 33’-8"

" = 1’-0"8 3Scale:

PLAN

L Glenn HighwayCL Glenn Highway

CL Girder CL Girder CL Girder CL Girder CL Girder

CL Brg.CL Brg.

M604, or M605

"2 15’-9

2’-1"

8’-2"

CC

(Typ.)

(2 e.f.)

per hole

4-F701

15’-4" 21’-6"

" Clr.2 shown for clarity

Other reinforcing not

Joint

Construction

M603

M801

M602

M601 n.f., M609 f.f

M803

M609

M804

M609

M504

M801

M602 n.f., M609 f.f

M601

M804

M803

M802

M501

Bearing Pad

Elastomeric diaphragm full width under End

" Expanded Polyethylene2 on each face of bearing pad

4" Expanded Polyethylene

22’-6"

M608 M607 or

M501 1-Paired

M502

M501 2-Paired

M502

M502

15’-4"

6’-6"

8"

M607

M701

3/19/15 CN

conduit

& utility

56’-0"56’-2"1

UPDATED CALLOUTS, NOTE, AND BAR TABLE

AMENDMENT NO. 1

REVISION NO. 1 2

CN2 4/4/16

" = 1’-0"8 3Scale:

SECTION A-A

(Section without approach slab) shown for clarity

Other reinforcing not

M603

M801

M602

M601 n.f., M609 f.f

M803

M609

M804

M609

M504

M801

M602 n.f., M609 f.f

M804

Bearing Pad

Elastomeric diaphragm full width under End

" Expanded Polyethylene2 on each face of bearing pad

4" Expanded Polyethylene

Joint

Construction

M601

M803

M501 conduit

& utility

M802

M802

UPDATED SECTION A-A (WITHOUT APPR. SLAB)

Cut M802 flush with construction joint approved epoxy.

2. Coat the cut ends of the M802 bars with an under the approach slab.

1. Extend utility conduit to end of sleeper slab, NO.

DRAWING NO.

MARK SIZE NO. LENGTH TYPE

M501

BENDING DIAGRAM

5 BENT

M501

2’-8"

REINFORCING STEEL - TWO DIAPHRAGMS

" = 1’-0"8 3Scale:

SECTION A-A

TYPICAL SECTION LOOKING BACK AT ABUTMENT 1

" = 1’-0"8 3Scale:

C

6 - Paired M501

Equally spaced

(Typ. Interior Bays)

A

A

J25

L Girder

As Shown a a - Epoxy coat all End Diaphragm reinforcing steel.

RG2998 - YCWN RE

CL Glenn Highway

M501 1 - Paired

(Typ. Interior bays)

M802

M504

M605 spaced equally 7 - M604

M802

(Typ. Interior Bays) M602 n.f.

M608 M606

M502

4-M802

M502 5a

M503 5a

M504 5a

M601 6a

M602 6a

M603 6a

M604 6a

M605 6a

M606 6a

M607 6a

M608 6a

M701 7a

M801 8a

M802 8a BENT

BENT

BENT

BENT

BENT

BENT

BENT

BENT

BENT

BENT

M502

M503

2’-8"

"2 12’-1

(Typ.)

M503 - Paired

M504 M604

M605

"2 12’-1

M606 M607

M608 M701 M802

4’-4"

"2

4’-4"

4’-4" "

1’-8"

2’-2"

2’-8"

1’-8"

3’-10"

2’-8"

1’-6"

" 1

’-0

R

2’-6"

2’-11"

8"

(Typ. Interior Bays) M603 n.f.

4-M504

8 - M802, 8 - M504 or M804 f.f.

or M803, M801 n.f., or M609 f.f.

M601 n.f., M804 8 a

6a

10M609

8 3’-6"

19’-10"

18’-9"

14’-4"

52’-6"

8’-4"

5’-8"

7’-7"

5’-4"

"2 15’-4

6’-5"

55’-8"

2 52’-6"

49 6’-9"

4 55’-8"

M803 8 2 53’-7" a

M601 or M801

M609 M609 or M804

M803

M804

"2 11’-9

"2 11’-4

52’-10"

ABUTMENT 1 END DIAPHRAGM

A C

T U

A L F I L E R

A K

D O

T

A b u t

E n d

D ia p h .D

G N

22’-4" 33’-8"

" = 1’-0"8 3Scale:

PLAN

L Glenn HighwayCL Glenn Highway

CL Girder CL Girder CL Girder CL Girder CL Girder

CL Brg.CL Brg.

M604, or M605

"2 15’-9

2’-1"

8’-2"

CC

(Typ.)

(2 e.f.)

per hole

4-F701

15’-4" 21’-6"

" Clr.2 shown for clarity

Other reinforcing not

CL Brg.

Joint

Construction

M603

M801

M602

M601 n.f., M609 f.f

M803

M609

M804

M609

M504

M801

M602 n.f., M609 f.f

M601

M804

M803

M802

M501

Bearing Pad

Elastomeric diaphragm full width under End

" Expanded Polyethylene2 on each face of bearing pad

4" Expanded Polyethylene

22’-6"

M608 M607 or

M501 1-Paired

M502

M501 2-Paired

M502

M502

15’-4"

6’-6"

8"

M607

M701

C

3/19/15 CN

conduit

& utility

56’-0"56’-2"1

UPDATED CALLOUTS, NOTE, AND BAR TABLE

AMENDMENT NO. 1

REVISION NO. 1 2

CN2 4/4/16

" = 1’-0"8 3Scale:

SECTION A-A

(Section without approach slab) shown for clarity

Other reinforcing not

M603

M801

M602

M601 n.f., M609 f.f

M803

M609

M804

M609

M504

M801

M602 n.f., M609 f.f

M804

Bearing Pad

Elastomeric diaphragm full width under End

" Expanded Polyethylene2 on each face of bearing pad

4" Expanded Polyethylene

C1

Joint

Construction

M601

M803

M501

CL Brg.

conduit

& utility

M802

M802

UPDATED SECTION A-A (WITHOUT APPR. SLAB)

Cut M802 flush with construction joint approved epoxy.

2. Coat the cut ends of the M802 bars with an under the approach slab.

1. Extend utility conduit to end of sleeper slab, Notes:

-M a y -2

H

T e a m F o ld e r s B

R

ID

G E

T

(2

C h ic k a lo o n

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s C

M

1\ P

R O J E

C T

S .d g n

PROJECT TEAM LEADER BRIDGE DRAWING

NO.

U.S. DEPARTMENT OF TRANSPORTATION

GLENN HIGHWAY

DRAWING NO.

-M a y -2

H

T e a m F o ld e r s B

R

ID

G E

T

(2

C h ic k a lo o n

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s C

M

1\ P

R O J E

C T

S .d g n

PROJECT TEAM LEADER BRIDGE DRAWING

NO.

U.S. DEPARTMENT OF TRANSPORTATION

GLENN HIGHWAY

DRAWING NO.

2" 2" 4" 4"

Wingwall

SECTION B-B

c lr c lr for details)

END DIAPHRAGM" Dwg.

Dowel (See "ABUTMENT 1

ABUTMENT 1 APPROACH SLAB

A C

T U

A L F I L E R

A K

D O

T

A p p r S la b .D

G N

J29

No Scale

B601 (Top & Bottom)

(Typ.)

B601

19 Spa. @ 12" = 19’-0"

JJO RE

N

MARK SIZE NO. LENGTH TYPE

B501

BENDING DIAGRAM

B502

B601

B602 6

Varies

B801 8 58

19’-8"

BENT8’-4"

19’-8"

7’-0"

B603 6 1 8’-8"

B802 8 1 8’-8"

B601

28’-1" max.

27’-2" min.

B604 6 1

BENT

REINFORCING STEEL - ONE SLAB AND ONE SLEEPER SLAB

SECTION A-A

RG2998 - AC

" 2

(Typ.)

joint material

" Preformed expansion2

3/19/15 CN

27’-11"

UPDATE CALLOUTS, NOTE, ELEV., BAR TABLE

PLAN

CN REMOVED SLEEPER SLAB, UPDATED APPR. SLAB2

L Glenn HighwayC

Wingwall Curb line

B B

A

A

B802

B603 or

6"

B801 @ 6" (Bottom)

B602 @ 12" (Top)

Curb line

56’-2"

15’-8"

50’-1"

1 2

"2 122’-5 28’-8"

AMENDMENT NO. 1

REVISION NO. 1 2

"2 15’-0

1’-6"

"2

C C

DD

SECTION C-C

Dwg. for reinforcement details

See "BRIDGE RAILING" and "DECK"

SECTION D-D

"2

B505

B505 B506

B507

Approach Slab

Approach Slab

B804

B604 or

B805

B604 or B603 or

B602 @ 12"

B804

B803 or or B802 or

B801 @ 6"

B508 Top & Bottom

B804 8 1 15’-8"

B805 8 1 7’-10"

1’-2"

5"5"

B506

5"

B507

1’-10"

B508

B508

B507

B506

B505 5

5 2

4’-10"

1’-10"

3’-8"

19’-8"

BENT

BENT

BENT

4/4/16

51’-10" a - Epoxy coat all Approach Slab reinforcing steel.

a a a a a a a a a a a a

20’-0"

1" "2

1’-5"1"

NO.

DRAWING NO.

CHICKALOON RIVER BRIDGE (545)

May 2016

-M a y -2

H

T e a m F o ld e r s B

R

ID

G E

T

(2

C h ic k a lo o n

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s C

M

1\ P

R O J E

C T

S .d g n

PROJECT TEAM LEADER BRIDGE DRAWING

NO.

U.S. DEPARTMENT OF TRANSPORTATION

GLENN HIGHWAY

DRAWING NO.

-M a y -2

H

T e a m F o ld e r s B

R

ID

G E

T

(2

C h ic k a lo o n

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s C

M

1\ P

R O J E

C T

S .d g n

PROJECT TEAM LEADER BRIDGE DRAWING

NO.

U.S. DEPARTMENT OF TRANSPORTATION

GLENN HIGHWAY

DRAWING NO.

(Top & Bottom)

Wingwall

A

B B

PLAN

ABUTMENT 4 APPROACH SLAB

A C

T U

A L F I L E R

A K

D O

T

A b u t_

A p p r S la b .D

G N

No Scale

45’-0"

B605 @ 12"

B803 @ 6"

(Bottom)

B606 @ 12"

(Top)

JJO RE

A

N

Wingwall

SECTION B-B

MARK SIZE NO. LENGTH TYPE

B503

BENDING DIAGRAM

B504

B605

B606 6

44’-8"

B803 8 91

19’-8"

BENT8’-4"

7’-0"

B607 6 12

BENT

20’-0"

2" 2" 4" 4" c lr c lr for details)

END DIAPHRAGM" Dwg.

Dowel (See "ABUTMENT 4

B605 (Top & Bottom)

(Typ.)

B605

19 Spa. @ 12" = 19’-0"

B606 @ 12" B803 @ 6"

44’-8"

19’-8"

SECTION A-A

J30

(Typ.)

Curb line

(Typ.)

Wingwall

RG2998 - AD

" 2

(Typ.)

joint material

" Preformed expansion2 in "SECTION A-A"

Elevations shown

Dwg. for reinforcement details

See "BRIDGE RAILING" and "DECK"

CL Glenn Highway

CN UPDATED CALLOUTS, NOTE, ELEV.

CN2

1 3/19/15

REMOVED SLEEPER SLAB

AMENDMENT NO. 1

REVISION NO. 1

REINFORCING STEEL - ONE SLAB AND ONE SLEEPER SLAB2

4/4/16 a - Epoxy coat all Approach Slab reinforcing steel.

a

NO.

DRAWING NO.

CHICKALOON RIVER BRIDGE (545)

May 2016

-M a y -2

H

T e a m F o ld e r s B

R

ID

G E

T

(2

C h ic k a lo o n

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s C

M

1\ P

R O J E

C T

S .d g n

PROJECT TEAM LEADER BRIDGE DRAWING

NO.

U.S. DEPARTMENT OF TRANSPORTATION

GLENN HIGHWAY

DRAWING NO.