index to plans

INDEX TO PLANS

CONTENTS SHEET

1. Test Set-up and General Plans

2-10

2. Abutment Seats 11-13

3. Abutment End Diaphragms

14-18

4. Bent Layout and Details

19-30

5. C.I.P. Cap Beam

31-40

6. Precast Deck Panels 41-51

7. PC/PS Girders 52-55

8. Intermediate Diaphragms

56-59

Scale: N.A.

Contains: Index to Plans

Project: ABC Bridge System Project

Sheet:

1 of 59

Designed and Drawn by: José Benjumea

Date: 02/13/2017

Elevation

℄

W-E

34'-3

3

4

"

34'-10" 34'-10"

5'-5

1

8

"

1'-11"

7'

8"

9'-9

1

4

"

15'-2

3

8

"

8'

1'-7

3

4

"

1

1

2

"

9'-7

3

4

"

1

1

2

"

16'-9

7

8

"

69'-8"

8'

1'-7

3

4

"

1

1

2

"

34'-3

3

4

"

11'

34'-10" 34'-10"

34'-3

3

4

" 34'-3

3

4

"

Plan View

Scale: 1:100

Contains: Test Set-up


Sheet:

2 of 59


Date: 02/13/2017

℄

Shake Table 3 Shake Table 2 Shake Table 1

11'

Steel Plates

(w=3,970 lbs)

Lead Basket

(w=7,187 lbs)

Concrete

Block

(17,365 lbs)

Elevation

Bent Projection Edge of Deck

Plan View

34'-10" 34'-10"

69'-8"

℄2'-6

1

4

"

11'-4

3

8

"

9'

16'-2"7'-3

5

8

"

2'-6

1

4

"

11'-4

3

8

"

9'

16'-2" 7'-3

5

8

"

W-E

34'-3

3

4

" 34'-3

3

4

"

Steel Plates

(w=3,970 lbs)

Steel Plates

(w=3,970 lbs)

Steel Plates

(w=3,970 lbs)

Lead Basket

(w=7,720 lbs)

Lead Basket

(w=7,235 lbs)

Lead Basket

(w=7,720 lbs)

Concrete

Block

(17,798 lbs)

Concrete

Block

(17,702 lbs)

Concrete

Block

(17,605 lbs)

Scale: 1:100

Contains: Superimposed Weight


Sheet:

3 of 59


Date: 02/13/2017

Elevation

11'-3

1

4

"

5'-2

1

4

"

1'-8

1

4

"

8"

11'

1

1

2

"-thick Grout layer

PC Footing

PC Drop Cap

Construction Joint

PC/PS WF Girder

Deck

PC Column Ø1'-6"

PC Pedestal Ø1'-6"

2'-3" 6'-6" 2'-3"

1'-11"

3

4

"

1'-9"

2'-4

1

4

"

8'-11"

Scale: 1:40

Contains: Cross Section Through Bent


Sheet:

4 of 59


Date: 02/13/2017

℄

Elevation

1'-11"

7'

8"

11'-4

3

4

"

1

1

2

"

9'-9

1

4

"

1'-7

1

2

"

3

4

"

1

1

2

"-thick Grout layer

PC Drop Cap

CIP Bent Cap

PC Deck

PC Column Ø1'-6"

3

4

" Bearing Pad

PC/PS GirderIntermediate

Diaphragm

Edge of Deck

Projection

Footing

Column

Cap Beam Projection

Girders Projection

3'

Plan View

9'

Girders Projection

Tie-down Location

Scale: 1:50

Contains: Elevation and Plan View on Shake Table 2


Sheet:

5 of 59


Date: 02/13/2017

11'-3

1

4

"

8'

1'-8

1

2

"

1'-6

3

4

"

3'-2" 3'-2"9"

11'

3'-2" 9"

1

1

2

"-thick Grout layer

Concrete Block

Abutment Seat

Abutment End

Diaphragm

PC Deck

Sliding Bearing

Threaded rods

Contains: Cross Section Through Abutments


Sheet:

6 of 59


Date: 02/13/2017Scale: 1:40

Abutment

Seat Projection

Edge of Deck Projection

Girders Projection

Girders Projection

Abutment End

Diaphragm Projection

Tie-down Location

Plan View

8'

1'-7

3

4

"

1

1

2

"

1

1

2

"-thick Grout layer

Concrete Block

Abutment Seat

Abutment End

Diaphragm

PC Deck

Sliding Bearing

(Stainless Steel on PTFE)

Elevation

Scale: 1:50

Contains: Elevation and Plan View on Shake Tables 1 and 3


Sheet:

7 of 59


Date: 02/13/2017

5'-5

1

8

"

7'-10"

1'-3"

5'-6"6"

10'

℄

Shake Table 3 Shake Table 2 Shake Table 1

Bent Projection

11'

Safety Frame Type 1 Safety Frame Type 1

Safety Frame Type 2 Safety Frame Type 2

Elevation

W-E

20' 20'

Plan View

1'-3"

Safety Frame

Type 2

Safety Frame

Type 1

Scale: 1:100

Contains: Safety Frames Configuration


Sheet:

8 of 59


Date: 02/13/2017

24'-4"

15'-2

3 8

"1'-7

1 2

"

12'

14'-7

3

8

"1'-3" 1'-3"

14'-8"

6

3 8

"

11' 1'-9

3

4

"1'-9

3

4

"

17'-1

3

8

"

Scale: 1:40


Contains: Safety Frame Type 1


Date: 02/12/2017

Sheet:

09 of 59

STEEL BEAM

ASTM A992

total 2

sc. 1:25

PL 1"x6"x1'-6"

ASTM A36

Sc. 1:15

Ø1

1

8

"

1'3" 3"

3"

3"

1'-6"

SECTION 2-2

W 18x65

PL 1"x6"x1'-6"

SECTION 1-1

5

16

"

W 18x65

3

16

"

3

16

"

typ.

PL

1

2

"

PL

1

2

"

6" 2'6' 2' 6"

11'

PL 1"x6"x1'-6"

W 18x65

Plan View

Sc. 1:40

Elevation

SC. 1:40

1 2

Web stiffener

t=

1

2

"

7'-10"

2'-6" 2'-6"

1"

7'-7

1 2

"1

1 2

"

4'-6"

2'-6"

2'

3"

3" 1' 1' 1' 1' 3"

3"

Existing Vertical Supports

Sc. 1:50

S-N Elevation Through Table 2

Sc. 1:50

8' 1'-6"1'-6"

11'

15'-2

3

8

"

3

7

8

"Bottom Edge

of Girders

9'-9

1

4

"

5'-5

1

8

"

7'-10"

1'-7

3

8

"

Scale: Indicated

Designed and Drawn by: Jose Benjumea

Contains: Safety Frame Type 2


Date: 05/23/2017

Sheet:

10 of 59

Plan

2'-9"

6 1/2" 2'2'

1'

6 3/4"

11'-1"

6' 6 1/2"

4 1/2"

2'

4 1/2"

Elevation

Section

1'-6 3/4"

11'-1"

See notes 4 and 5

9 1/2" 3'-2" 9 1/2"3'-2"3'-2"

1'-6 3/4"

2'-9"

2'-6 1/2" 6' 2'-6 1/2"

2'

1'-2 1/4"

4 1/2" 4 1/2"

Notes

2- Grade 60 Reinforcement Steel

1- Concrete: f'c=4000 psi

3/8"-dia. max. aggr.

3- Clear Cover= 1/2"

4- Masonry Plates (embedded 3/8")

5- Attach an etched PTFE 3/16"x19"x12"

sheet on top of each masonry plate

Scale: 1:20


Contains: Abutment Seats Dimensions


Date: 02/13/2017

Sheet:

11 of 59

Bottom Reinforcement

Top Reinforcement

2'-9"

2'-9"

8 #4 (S-1)

6"

3"

3"

6 3/8"

1 1/8"

3"

3"

6 3/8"

1 1/8"

6 1/2"

4"

4"

4"

4"

4"

6 1/2"

1 1/2"

8 1/2" 8 1/2" 8 1/2" 8 1/2" 7 3/4" 7 3/4" 7 3/4" 7 3/4"

8 #4 (S-1)

1 1/2"

8 1/2"8 1/2"8 1/2"8 1/2"7 3/4"7 3/4"7 3/4"7 3/4"

321

Elevation

1'-6 3/4"

11'-1"

3

3

2

2

1

1

1 1/2"

8 1/2" 8 1/2" 8 1/2" 8 1/2" 7 3/4" 7 3/4" 7 3/4" 7 3/4"

1 1/2"

8 1/2"8 1/2"8 1/2"8 1/2"7 3/4"7 3/4"7 3/4"7 3/4"

Scale: 1:20

Contains: Abutment Seats Reinforcement


Sheet:

12 of 59


Date: 02/13/2017

11'

32 #4 (S-1)

P-52 Swift Lift anchor, 8

ton. or equivalent

tot. 4

1'-7"

11'

4 #3 (S-2)

1'

Elevation

Top View Bottom View

Masonry Plates

Tot. 8

34 #4 (S-3)

2'-8"

1'-5 3/4"

Ø1 1/2"

3 3/4"

#3 deformed bar

L=1'

PL

3

4

"x1'x1'-7"

(ASTM A36)

Section 2-2

8 #4

(S-1)

2 #3

(S-2)

Section 3-3Section 1-1

#4 (S-3)

8 #4

(S-1)

3"

1'-3 3/4"

PVC Duct

Ø=1

1

2

"

PVC Duct

Ø=4

1

2

"

4 1/2" 2' 4 1/2"

6 3/4" 1' 1'-2 1/4" 1'-4 1/2" 1'-4 1/2"

Scale: 1:20

Contains: Abutment Seats Reinforcement Details


Sheet:

13 of 59


Date: 02/13/2017

3'-2"3'-2"

SECTION A-A

1'-4 3/4"

2 3/4"

℄ Abutment End Diaphragm

PC Deck

1'-0 1/2"

1'-7

1

/2

"

8 1/4"

PC/PS

Girder

ELEVATION

PLAN

Ø3/4" Insert Holes

9" 3'-2" 9"

3'-2"3'-2"9" 3'-2" 9"

A

Sole Plates (see sheet 15)

℄Diaphragm

11'-0"

Notes

* Concrete: f'c=4000 psi


* Abutment E.D. is cast in place

* Dowel bars are grouted in field

1'-0 1/2"

1'-7 1/2"

8 1/4"

4 1/4"

1'-4 3/4"

2 3/4"

CASTING STAGES

1

2

1

Cast top portion after placement of PC deck panels

Scale: 1:16


Contains: Abutment End Diaphragm Dimensions


Date: 02/13/2017

Sheet:

14 of 59

1

3

2

PLAN (Top Layer)

#3 cont. (ED-1)

#3 (ED-3)

(behind girders)

1

3

2

PLAN (Intermediate Layers)

B CA

Extended Deck

Reinforcement

#3 (ED-4)

through hole

#3 (ED-5) #3 (ED-6)

through hole

#3 (ED-5)

#3 cont.

(ED-1)

#3

(ED-2)

#3

(ED-2)

2

1

3

#3 cont.

(ED-1)

extended girder

stirrups

PLAN (Bottom Layer)

#3 (ED-3)

(behind girders)

#3 (ED-8)

#3 (ED-7) #3 (ED-7)

#3 (ED-8) #3 (ED-8)

B CA

B CA

Scale: 1:16

Contains: Abutment End Diaphragm Reinforcement (1)


Sheet:

15 of 59


Date: 02/13/2017

SECTION 1-1

SECTION 3-3

SECTION 2-2

8 1/4" 6" 6" 7" 6 1/4" 6 1/4" 6 1/4" 7 3/4" 6" 6" 6"

1 1/8" clr

7 5/8"9 7/8"6"6 1/4"6 1/4"6"10" 6"

#3 (ED-2)

#3 (ED-3) #3 (ED-3)#3 (ED-3)

#3 (ED-3)

#3 (ED-7)

#3 (ED-6)

through hole

#3 (ED-4)

through hole

#3 (ED-4)

through hole

#3 (ED-6)

through hole

#3 (ED-8)#3 (ED-5)

3/4" clr

#3 (ED-7)

#3 (ED-8)

#3 (ED-8)

B CA

B CA

Scale: 1:16



Sheet:

16 of 59


Date: 02/13/2017

SECTION C-C

1" clr.

SECTION A-A

3/4" clr.

SECTION B-B

#3 (ED-1)

1" clr.

3/4" clr.

3/4" clr.

#3 (ED-1)

#3 (ED-3)

Deck

Reinforcement

#3

(ED-2)

#3

(ED-5)

#3

(ED-8)

#3 (ED-7)

1" clr.

#3 (ED-1)

6"

2'-4"

8 #3 Bar

(ED-4)

2'-10

1

4

"

24 #3 Bar

(ED-5)

1'-10

1

2

"

8 #3 Bar

(ED-6)

Ø2

1

4

"

10' - 10 1/2"

12 #3 Bar

(ED-1)

1'-5

3

4

"

10

1

2

"

1'-5

3

4

"

4"

16 #3 Bar

(ED-3)

24 #3 Bar

(ED-2)

12 #3 Bar

(ED-8)

1'-7

5

8

"

8

1

4

"

4"

3"

64 #3 Bar

(ED-7)

3

1

2

"

Ø1

1

2

"

Ø1

1

2

"

Ø1

1

2

"

Scale: N.A.



Sheet:

17 of 59


Date: 02/13/2017

ELEVATION

BOTTOM VIEW

1'-0 1/2"

1" 1'-4" 2" 1 1/2" 1'-4" 1 1/2" 1'-4" 1'-4" 1"2"1 1/2" 1 1/2"

9" 3'-2" 3'-2" 3'-2" 9"

Sole Plate Type BSole Plate Type A Sole Plate Type A

1'-7" 1'-6 1/2" 1'-7" 1'-7" 1'-7" 1'-6 1/2" 1'-7"

Top View

Notes

PL

3

8

"x1'-7"x1'-

1

2

": ASTM A36

SS PL

1

8

"x1'-4"x10

1

2

": Type 304 Stainless Steel

#8 mirror finish ASTM A240

Use stitch TIG to weld the SS plate

to the A36 plate in order to control

heat distorsion.

#3 Deformed bars to be installed using a stud gun.

2 1/2"

7 1/2"

2 1/2"

3/4" 8 3/4" 8 3/4" 3/4"

Bottom View

1"

10

1

/2

"1

"

1 1/2" 1'-4"

Elevation

2 1/2"

7 1/2"

2 1/2" 2 1/2"

5/8"

2" 1'-4" 1"

#3 deformed

bars (L=1')

Type B Sole Plate

#3 deformed

bars (L=1')

SS PL

1

8

"x1'-4"x10

1

2

"

SS PL

1

8

"x1'-4"x10

1

2

"

PL

3

8

"x1'-7"x1'-

1

2

"

PL

3

8

"x1'-7"x1'-

1

2

"

1 1/2"

1"

10

1

/2

"1

"

2 1/2"

3/4" 8 3/4" 8 3/4" 3/4"

Top View

Bottom View

Elevation

Type A Sole Plate

Scale: 1:16

Contains: Sole Plates


Sheet:

18 of 59


Date: 02/13/2017

ELEVATION

11'-0"

8"

1'-9"

7'-0"

2'-3"6'-6"2'-3"

5'-2 1/4"

8"

1'-11"

3/4"

9'-7"

9'-0"

2'-3 1/2"

1'-6"

3'-0"

LATERAL VIEW

5'-2 1/4"

1'-9"

3/4"

Scale: 1:25


Contains: Assembled Bent Dimensions


Sheet:

19 of 59

Date: 02/13/2017

see sheets 21 to 23

Scale: 1:25


Contains: Disassembled Bent


Sheet:

20 of 59

Date: 02/13/2017

3'

1'-11"

6"

6"

3'

1' 6"1'

6" 1' 6"1'

9'

2' 1' 6"2'

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

1'

1'-9

1

2

"

Notes

1'-9

1

2

"

1' 1' 1'

Elevation

Cross Section

Plan View

see pipe-pin details on

sheets 24 and 25

Ø2" PVC Ducts

2'-3"

Scale: 1:20


Contains: Footing Dimensions


Sheet:

21 of 59

Date: 02/13/2017

3

3

4

" 4" 4" 6

1

2

" 6

1

2

" 6

3

4

" 6

1

4

" 6

1

2

" 6

1

2

" 6

1

2

"

3

3

4

" 4" 4" 6

1

2

" 6

1

2

" 6

3

4

" 6

1

4

" 6

1

2

" 6

1

2

" 6

1

2

"

#5 (F-1)

3

1

2

"

5

3

4

"

5

3

4

"

6"

5

3

4

"

5

3

4

"

3

1

2

"

3

1

2

"

5

3

4

"

5

3

4

"

6"

5

3

4

"

5

3

4

"

Swift Lift Anchor

(F-5)

#3

(F-3)

#5

(F-2)

#5

(F-1)

#3

(F-3)

#5

(F-2)

Top Bars

Bottom Bars

3

1

2

"

#4 (F-4)

#4 (F-4)

Scale: 1:16


Contains: Footing Reinforcement (1)


Sheet:

22 of 59

Date: 02/13/2017

2'-10"

10"

R

3

4

"

10"

8'-10"

1'-9

3

4

"

4"

32 #3

(F-3)

12 #5 (F-1)

36 #5 (F-2)

4 P52 Swift Lift Anchor, 8 ton.

or equivalent (F-5)

R

3

4

"

3

3

4

"

8 #4

(F-4)

1'-9

1

2

"

11

1

4

"

Ø3

3

4

"

Ø3

3

4

"

Ø3"

1'-6

1

4

"

Ø5

1

2

"6

3

4

"

6 #5

(F-6)

3

1

2

" 5

3

4

" 5

3

4

" 6" 5

3

4

" 5

3

4

" 3

1

2

"

#5

#5

#5

Ø1

1

4

" Threaded Rod (A354 Grade BD)

Inner Pipe (OD: 4.50 in - Wall: 0.50 in - ASTM A519-Grade 4140)

#5

1'-11"

5

1

2

"

3'

1'-6" 1'-6"

9'

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

Scale: N.A.


Contains: Footing Reinforcement (2)


Sheet:

23 of 59

Date: 02/13/2017

5

1

4

"

1'-9"

1'-6"

5

1

4

"

5

1

4

"

1'-6"

1'-11"

Column Segment

Ø1

1

4

" Threaded

Rod (C-8)

Elastomeric Bearing Pad (C-9)

O.D. = 12"; I.D.=4

5

8

"; t= 3/4"

A

Top Bearing Plate (C-3)

Split Lock Washer Ø1

1

4

" (C-2)

Double Heavy Hex Nuts Ø1

1

4

" (C-1)

B

Bottom Bearing Plate

(C-11)

Double Heavy Hex Nuts

Ø1

1

4

" (C-1)

Split Lock Washer

Ø1

1

4

" (C-2)

Corrugated Duct (C-4)

#3 Spiral (C-7)

Inner Pipe

(C-10)

Outer Pipe (C-6)

Ø

1

2

" Studs (C-5)

3

4

"

5

1

4

"

Ø

1

2

" Studs

(C-5)

Section A-A

Long. Reinforcement: 10 #6

Spiral #3@1

3

4

"

4.39

Section B-B

Clear cover =

3

4

"

Corrugated Steel Duct

(I.D.=1.575" - O.D.=1.772")

Note:

- Use a fluid grout with fine

aggreagates: SEALTIGHT 1428HP

or equivalent.

Scale: 1:8


Contains: Pipe-Pin Connection


Date: 02/13/2017

Sheet:

24 of 59

Outer Pipe

HSS 6.000x0.375 in

ASTM A500 - Grade B

2 Top Bearing Plate

O.D.= 9" I.D.=1

1

2

" t=

3

4

"

ASTM A36

(C-3)

Hole Ø1

1

2

"

8 Heavy Hex Nut Ø1

1

4

"

(C-1)

2

1

2

"

24 Ø

1

2

" Stud

AWS D.1., Type B

(C-5)

4 Split Lock Washer Ø1

1

4

"

(C-2)

2 Bottom Bearing Plate

3

4

"x9"x9" ASTM A36

(C-11)

Hole Ø1

1

2

"

2 Outer Pipe

(C-6)

5

1

4

"

5

1

4

"

5

1

4

"

5

1

4

"

1'-9"

4

1

2

"

4

1

2

"

4

1

2

"

10"

1'-11

1

2

"

2 Inner Pipe

(C-10)

1'-9"

20 Corrugated Duct

O.D.= 1.772"

I.D. = 1.575"

(C-4)

4'-1"

2 Ø 1

1

4

" Threaded High-Strenght Rod

ASTM

A354 Grade BD

(C-8)

2 Elastomeric Bearing Pad (Shore 60 A)

O.D. =12" I.D.=4

5

8

" t=3/4"

(P-9)

Inner Pipe

OD: 4.50 in

Wall 0.50 in

ASTM A519 - Grade 4140

2 #3 Spiral

O.D.=16.5"

(C-7)

1'-4

1

4

"

1

3

4

"

Scale: 1:8


Contains: Pipe-Pin Reinforcement Details


Date: 02/13/2017

Sheet:

25 of 59

2 #3 Spiral

O.D. =15.5"

(C-13)

20 #6 Bar

(C-12)

8'-11

7

8

"

1'-3

1

8

"

1

3

4

"

Section A-A

Section B-B

2 Sonotube

I.D. =10"

(C-14)

6"

4.39

20 #6 Bar

(C-12)

8'-11

7

8

"

A A

B B

1'-8

1

4

"

5'-2

1

4

"

2'-1

3

8

"

Precast Column

Segment

Sonotube

(C-14)

#3 Spiral

(C-13)

Concrete

f'c:4000 psi

#6 Bar

(C-12)

Scale: 1:16


Contains: Precast Column Segment


Date: 02/13/2017

Sheet:

26 of 59

11'

2'-3

1

2

"

6'-6"2'-3" 2'-3"

8"

A

Drop Cap ℄

ELEVATION

PLAN VIEW

2'-3

1

2

"

8"

Section A-A

Notes

- Concrete: f'c=4000 psi


- Reinforcement Steel is Grade 60

- Use a fluid, non-shrink grout with an

average compressive strength of 9 ksi

at 7 days

(SEALTIGHT 1428 or EQUIVALENT)

Column-to-PC Drop Cap Connection

Corrugated ducts filled with GROUT

after setting and aligning the PC Drop

Cap on the columns

PC Drop Cap

Precast column segment

Column longitudinal reinforcement

Extendend stirrups

Projected CIP Cap Beam

8"

1'-8

1

4

"

2

Scale: Indicated


Contains: Precast Drop Cap Beam Dimensions


Date: 02/13/2017

Sheet:

27 of 59

3 2 14

Top Reinforcement

1"

3

1

4

"4

1

2

"4

1

2

"4

1

2

"5

1

2

"4"4"5

1

2

"4

1

2

"4

1

2

"4

1

2

"4

1

2

"4

1

2

"4

1

2

"

2

3

4

"

5

2'-3

1

2

"

A

B

5'-6"

#3 (B-3)

#3 (B-2)

#5 (B-1) Ducts (B-7) #3 Spiral (B-6)

3 2 14

Top Reinforcement

Bottom Reinforcement

5

A

B

#5 (B-1)

#3 (B-3)

#3 (B-4)

#3 (B-2)

#3 (B-5)

#3 (B-3)

Ducts (B-7) #3 Spiral (B-6)

2'-3

1

2

"

Scale: 1:16


Contains: Prefabricated Drop Cap Beam Reinforcement (1)


Date: 02/13/2017

Sheet:

28 of 59

Section A-A

1"3

1

4

"4

1

2

"4

1

2

"4

1

2

"5

1

2

"4"4"5

1

2

"4

1

2

"4

1

2

"4

1

2

"4

1

2

"4

1

2

"4

1

2

"

2

3

4

"

1" 3

1

4

" 4

1

2

" 4

1

2

" 4

1

2

" 5

1

2

" 4" 4" 5

1

2

" 4

1

2

" 4

1

2

" 4

1

2

" 4

1

2

" 4

1

2

" 4

1

2

"

2

3

4

"

#3 (B-2)

#3 (B-5)

#3 (B-4)

Section B-B

1"3

1

4

"4

1

2

"4

1

2

"4

1

2

"5

1

2

"4"4"5

1

2

"4

1

2

"4

1

2

"4

1

2

"4

1

2

"4

1

2

"4

1

2

"

2

3

4

"

1" 3

1

4

" 4

1

2

" 4

1

2

" 4

1

2

" 5

1

2

" 4" 4" 5

1

2

" 4

1

2

" 4

1

2

" 4

1

2

" 4

1

2

" 4

1

2

" 4

1

2

"

2

3

4

"

#3 (B-5)

#3 (B-4)

#3 (B-3)

#3 (B-6)

Scale: 1:16




Date: 02/13/2017

Sheet:

29 of 59

#3 (B-5)

#3 (B-4)

#3 (B-5)

#3 (B-3)

#3 (B-2)

#3 (B-3)

Section 1 - 1

#3 (B-5)

#3 (B-4)

#3 (B-2)

#3 Spiral

(B-6)

1

7

8

"

2

1

8

"

7

7

8

" 3

3

4

" 1

7

8

"

2

1

8

"

7

7

8

"

2

1

8

"

7

7

8

" 3

3

4

" 1

7

8

"

2

1

8

"

7

7

8

"

Section 2 - 2

2'-3

1

2

"

Section 3 - 3

8"

2

5

8

"

3

1

4

"

11

7

16

"

Section 4 - 4

2'-3

1

2

"

Section 5 - 5

2'-3

1

2

"

8"

2'-3

1

2

"2'-3

1

2

"

1

7

8

"

2'-2

3

4

"

R

3

4

"

8"

20 Corrugated Ducts

DSI Duct (I.D.=2.375", O.D.=2.6")

or equivalent

(B-7)

2 #3 Spiral

O.D.=17.75"

(B-6)

10'-10 1/2"

12 #5 Bar

(B-1)

6"

2'-2"

6

1

2

"

2'-2"

2'-2

3

4

"

4"

2'-2

3

4

"

3

3

4

"

3

3

4

" 3

3

4

"

R

3

4

"

R

3

4

" R

3

4

"

R

3

4

"

R

3

4

"

20 #3

(B-3)

22 #3 Bar

(B-2)

12 #3 Bar

(B-4)

9 #3 Bar

(B-5)

2

1

2

"

1

3

4

"

1'-5

3

8

"

Notes



- Reinforcement Steel is Grade 60

- 3/4" clear cover

Scale: 1:16




Date: 02/13/2017

Sheet:

30 of 59

8"

11

1

2

"

8"

PLAN VIEW

Bearing Pad

Projection

PC/PS Girder

PC Deck

Blockout

PC Deck

Column

Projection

℄ G

ir. 1

℄ G

ir. 2

℄ G

ir. 3

℄ G

ir. 4

2'-3

1

2

"

End of

Girder

4"

4"

ELEVATION

℄ C

ol.

℄ C

ol.

3'-2"

11'

8"

1'-8

1

4

"

PC Drop Cap

Bearing Pad t=

3

4

"

PC/PS Girder

CIP Cap Beam

9" 3'-2" 3'-2" 9"

A

A

1'-6" 6'-6" 2'-3"

2'-4

1

4

"

9"

Scale: 1:16

Contains: CIP Cap Beam (Plan View and Elevation)


Sheet:

31 of 59


Date: 02/13/2017

ELEVATION

℄ C

ol.

℄ C

ol.

3'-2"

11'

8"

1'-8

1

4

"

PC Drop Cap

Bearing Pad t=

3

4

"

PC/PS Girder

CIP Cap Beam

9" 3'-2" 3'-2" 9"

A

A

1'-6" 6'-6" 2'-3"

2'-4

1

4

"

9"

Section A-A

PC Drop Cap

Top of PC Deck

PC/PS Girder

8"8" 11

1

2

"

2'-3

1

2

"

Bearing Pad

1'-6"4

3

4

" 4

3

4

"

PC Column

Extended Strands

8"

3

4

"

1'-4

3

4

"

2

3

4

"

Casting Stages

Stage 1: Pour 17

1

2

"

using concrete f´c=4 ksi

Stage 2: Pour 2

3

4

"

using UHPC

2'-4

1

4

"

1'-5

1

2

"

2

3

4

"

Scale: 1:16

Contains: CIP Cap Beam (Cross Sections and Casting Stages)


Sheet:

32 of 59


Date: 02/13/2017

ELEVATION

A A

B B

#3 stirrups extended

from PC/PS Girder

#4 Dowel Bars

Grouted in Field#3 Spiral

(BD-1)

#3 Vertical Stirrups

extended from the Drop Cap

Extended Column

Longitudinal Reinforcement

SECTION A-A

#3 extended

stirrups from

the Drop Cap

#3 extended stirrups

from the Drop Cap


from the Drop Cap#3 Spiral

(BD-1)

Elastomeric Pad

(BD-2)

8"

11

1

2

"

8"

2'-3

1

2

"

Scale: 1:16

Contains: CIP Cap Beam Reinforcement (1)


Sheet:

33 of 59


Date: 02/13/2017

SECTION B-B


from Pc/PS Girder


from the Drop Cap


from the Drop Cap

#4 Dowel Bars

(BD3- and BD-4)

8"

11

1

2

"

8"

#3 Cross Ties (BD-6)


from the Drop Cap#3-bar (BD5)

ELEVATION

A A

B B


from PC/PS Girder

#4 Dowel Bars

Grouted in Field#3 Spiral

(BD-1)


extended from the Drop Cap

Extended Column

Longitudinal Reinforcement

Scale: 1:16

Contains: CIP Cap Beam Reinforcement (2)


Sheet:

34 of 59


Date: 02/13/2017

8"

1'-8

1

4

"

PLAN VIEW

Section A-A

A A

#3 Bars

(BD-5)

#3 Bars

(BD-5)

#3 Bars

(BD-5)

6"

8"

A A

#3 Cross Ties

(BD-6)

#4 Dowel Bars

(BD3- and BD-4)

Scale: 1:16

Contains: Dowel Bars and Cross Ties


Sheet:

35 of 59


Date: 02/13/2017

2 1/2"

2 1

/2

"

3

8

" x 2

1

2

"x 2

1

2

" Plate

Tack Weld

3

8

" Barrel Anchor

with two pieces

wedges, well seated

Strand Extension Hook Detail

4 5/8"

7 7

/1

6"

DETAIL A

See Detail B

DETAIL B

3

8

"-dia.

strand

Strand Chuck Anchorage Detail

R

5

5

/

8

"

AA

Section B-B

8"

1'-8

1

4

"

Section A-A

Symmetric

about ℄

B

B

PLAN VIEW

9" 3'-2" 1'-7"

8"

Interlocking Bar

Top of PC Deck

8"

Extended Strands

Bent in field

See Detail A

11

1

2

"

#3 Cross Ties (BD-6)

Symmetric

about ℄

Scale:

Contains: Extendend Strands


Sheet:

36 of 59


Date: 02/13/2017

PLAN VIEW

9" 3'-2" 3'-2" 3'-2" 9"

11'

ELEVATION

3 2 14

3 2 14

2'-4

1

4

"

Cap Beam Top Longitudinal Reinforcement #5 (BD-7)

5

5

Scale: 1:16

Contains: CIP Cap Beam Top Longitudinal Reinforcement


Sheet:

37 of 59


Date: 02/13/2017

9" 3'-2" 3'-2" 3'-2" 9"

11'

ELEVATION

2'-4

1

4

"

Cap Beam Top Longitudinal Reinforcement #5 (BD-7)

PLAN VIEW

3 2 14

32 14

5

5

Scale: 1:16

Contains: CIP Cap Beam Top Longitudinal and Deck Reinforcement


Sheet:

38 of 59


Date: 02/13/2017

#3 Spiral

(BD-1)

#3 Cross Tie

(BD-6)

#4 Dowel

Bars

2

1

4

" 3

1

2

"

Section 1 - 1

Section 2 - 2

Section 3 - 3

Section 4 - 4

1" clr. over the girder

1

1

4

"

#5 (BD-9)

3

1

2

" 2

1

4

"

#3 Bars

(BD-5)

Column

Longitudinal

Reinforcement

#4 Dowel

Bars

Section 5- 5

#4 Dowel

Bars

#4 Dowel

Bars

#3 Cross Tie

(BD-8)

Scale: 1:16

Contains: Reinforcement Details


Sheet:

39 of 59


Date: 02/13/2017

2 #3 Spiral

O.D.=15.5"

(BD-1)

1

3

4

"

1'-3

1

8

"

10'-10

1

2

"

10 #5 Bar

(BD-7)

8 Elastomeric Bearing Pad

t=

1

4

" - Shore 60 A

(BD-2)

4"

10"2'-4"

1'-9

3

4

"

36 #3 Bar

(BD-6)

20 #3 Bar

(BD-5)

Ø1

1

2

"

Ø1

1

2

"

4"

3"

8'-7"

3'-7"

8"

8"

4 #4 Bar (BD-3)

4 #4 Bar (BD-4)

Scale: 1:16

Contains: Reinforcement Details


Sheet:

40 of 59


Date: 02/13/2017

8'-0 7/8" 8'-3" 8'-0 7/8"8'-3" 8'-0 7/8"8'-3"8'-0 7/8" 8'-3"

16'-3 3/4" 16'-4" 16'-3 3/4"16'-4"

WEST SPAN EAST SPAN

Number of Panels

P1-P3,P5,P7-P9: 2 each type

Panels with a start mark have the same

dimensions and reinforcement layout to

those panels without the mark. The

difference lies in the position and

number of the holes required for the

additional weight.

P4-P6: 4 each type

Notes



- Reinforcement steel is Grade 60

℄Bridge7'-10 7/8" 7'-11"4"

32'-7 3/4" 32'-7 3/4"

34'-3 3/4"34'-10" 34'-10"

7'-10 7/8"4"

4"7'-11"

2'-3 1/2"

1'-0 1/2"

7'-10 7/8"7'-11" 4"7'-10 7/8"4"

4" 7'-11"

Shear Keys

Deck Pocket

Abutm

ent E

nd D

iaphragm

3'-9

"

4"

2'-1

0"

3'-9

"

4"

Scale: 1:80


Contains: Longitudinal PC Deck Panels Configuration


Date: 02/13/2017

Sheet:

41 of 59

Elevation

Plan View

2 1/2"

2 3/4"

Pocket Dimensions

6 1/2"

5 1/2"

5 1/2"

4 1/2"

2 1/2"

Extended Bars

from the girders

Shear Key Geometry

4"

2 3/4"

UHPC

1

"

1

"

Use a 1"x1" chamfer strip

centered in the deck to

conform this shape

Cross Section (Exterior Girders)

Cross Section (Interior Girders)

5 1/2" 6 1/4"

4"

Pocket

(filled with

grout)

Shear key

(filled with UHPC)

Elevation

2 1/4"

1/2"

1'-6"

2 1/2"

Elevation

2 1/4"

2#4 headed bars

Use a strip seal

on both sides to

prevent leakage

of filler material

96, F63 Flared Thin Slab Coil Inserts

1/2" bolt x 1-3/4", plain finish or equivalent

Insert should be set back 1/2" back from the

surface of the concrete

Maintain at least 3/4" of concrete below the insert

Recommended Lifting Configuration

Recommended Insert Coils for Lifting

Recommended Bolts for Lifting

or equivalent or equivalent

Scale: Indicated

Contains: Shear Keys, Deck Pockets, and Insert Coils for Lifting


Sheet:

42 of 59


Date: 02/13/2017

10'-0"

7 #4 Bar

(D1)

8 #3 Bar

(D2)

27 #3 Bar

(D4)

5 #3 Bar

(D5)

4'-0 1/8" 2'-8"

3 #4 Bar

(D3)

10'-2 3/4"

10'-2 3/4"

4"

1 1/2" clr.

7"6 7/8"6"6"6"6"

1 1/4" clr

1-1

2-2

3 7/8"

1 1/2" clr.

1 1/4" clr.

1 1/4" clr

D4

D5

1 1/4" clr.

7'-10 7/8"

B-B

A-A

2'-0"

7'-10 7/8"

C-C

2'-0"

1 1

/4

" clr.

2 3

/4

"

3 7/8"

10"

2"

1 1/2"

1'-4" 1'-6" 6 7/8"1'-6"1'-6"

1'-6"

8 1/2" 10" 8" 10" 8" 10" 8" 10" 8"

D1

D2

7/8"

7'-10 7/8"

D-D

2'-0"3 7/8"

D3

2"

2"

2 1

/2

"

6"

6"

6"

6"

6 7

/8

"7

"4

"

8 1/2" 10" 8" 10" 8" 10" 8" 10" 8"10"1 1/2" 2"

1'-4" 1'-6" 1'-6" 1'-6" 1'-6"1'-6" 6 7/8"

2"

2"

2"

3"

2"

2"

2"

1 1

/2

"1

1

/4

"

2"

7/8"

C

B

A

C

B

A

2 1

D D

7'-10 7/8"

3'-9"

6 7/8"1'-6"1'-6"1'-6"1'-6"1'-4"

1'-3"

1'-0 5/8"

9"

3'-0"

PANEL 1

Ø2"

11 1/8" 1'-5"

Lifting point

Hole for additional weight

Scale: 1:25

Contains: Panel 1 (Dimension and Reinforcement)


Sheet:

43 of 59


Date: 02/13/2017

6 1/4"

1 3/8" clr.

6 1/4"6 1/4"6 1/4"6 1/4"

1-1

2-2

3 7/8"3 7/8"

1" clr

1" clr

1 1/4" clr.

1 3/8" clr.

D6

D5

26 #3 Bar

(D6)

5 #3 Bar

(D5)

3'-5 3/4"2'-8"

10'-0"

7 #4 Bar

(D1)

6 #3 Bar

(D2)

2 #4 Bar

(D3)

10'-2 3/4"

10'-2 3/4"

7'-10 7/8"

B-B

7'-10 7/8"

A-A

2 1/2"

2'-0"

1 7/8"

7'-10 7/8"

C-C

2'-0"

1 1/4" clr.

2 3/4"

3 7/8"

10" 10"8 1/2"8"

10" 8" 10" 8" 10" 8"

D1

D2

7'-10 7/8"

D-D

2'-0"3 7/8"

D3

2"

2"

6 1

/4

"6

1

/4

"6

1

/4

"6

1

/4

"6

1

/4

"

8 1/2" 10" 8" 10" 8" 10" 8" 10" 8"10"1 7/8" 2 1/2"

1'-4" 1'-6" 1'-6" 1'-6" 1'-6"1'-6" 6 7/8"

2"

3 3

/8

"2

1

/2

"

2 1

/2

"

2"

1 7

/8

"1

7

/8

"

1 3

/8

"1

"

2 1

C

B

A

C

B

A

DD

7'-10 7/8"

2'-1

0"

PANEL 2

9"

1'-9 1/2"

9"

1'-9 1/2"

Lifting point


Scale: 1:25



Sheet:

44 of 59


Date: 02/13/2017

10'-0"

7 #4 Bar

(D1)

8 #3 Bar

(D2)

10'-2 3/4"

27 #3 Bar

(D4)

5 #3 Bar

(D5)

4'-0 1/8" 2'-8"

3 #4 Bar

(D3)

10'-2 3/4"

7'-10 7/8"

B-B

A-A

2'-0"

7'-10 7/8"

C-C

2'-0"

2 3/4"

3 7/8"

10"

2"

1 1/2"

1'-4" 1'-6" 6 7/8"1'-6" 1'-6" 1'-6"

8 1/2" 10" 8" 10" 8" 10" 8" 10" 8"

D1

D2

7/8"

7'-10 7/8"

D-D

2'-0"3 7/8"

D3

1 1/4" clr.

2"

6"

6"

6"

6"

6 7/8"

7"

4 3/8"

8 1/2" 10" 8" 10" 8" 10" 8" 10" 8"10"1 1/2" 2"

1'-4" 1'-6" 1'-6" 1'-6" 1'-6"1'-6" 6 7/8"

2 3

/8

"

2 5

/8

"2

1

/4

"3

1

/4

"

1 5/8"

3/4"

1 3/4"

2 1

/4

"

1 3/4"

1 3/4"

1 3/4"

2 1

/4

"

7/8"

C

B

A

C

B

A

2 1

7'-10 7/8"

3'-9

"

6 7/8"1'-6"1'-6"1'-6"1'-6"1'-4"

1'-3

"

1'-0 5/8"

9"

3'-0

"

PANEL 3

Ø2"

11 1/8" 1'-5"

9"

9"

3/4" clr. 1 5/8" clr

3 7/8"

6"6"6"6"6 7/8"7"

4 3/8"

1-1

2-2

3/4" clr.

D4

D5

1 5/8" clr

1 1/4" clr.

Lifting point


Scale: 1:25



Sheet:

45 of 59


Date: 02/13/2017

7'-11"

1'-4"1'-6"1'-6"1'-6"1'-6"7"

1'-3"

11"

11"

1'-8"

1'-0 1/4"

11"

PANEL 4*

Ø1 1/2"

Ø1 1/2"

1'-0"

Ø1 1/2"

Ø1 1/2"

11"

11"

Ø1 1/2"

Ø1 1/2"

3'-9"

9"

3'-0"

6"

6"

6"

6"

6 7/8"

7"

4 3/8"

10" 8" 10" 8" 10" 8" 10" 8"8"3" 2"

1'-4"1'-6"1'-6"1'-6"1'-6"1'-6"7"

3 1/2"

4"

2 1/2"

2 1/8"

2"

2"

2 1

B

A

B

A

1'-4"1'-6"7" 1'-6"1'-6"1'-6"

2"

7'-11"3 7/8" 3 7/8"

B-B

A-A

3"

2"

2 1/2" 3 1/2"

8" 10" 8" 10" 8" 10" 8" 10" 8" 10"

D7

2"

1 1

/4

" clr.

11 #3 Bar

(D7)

8'-6 3/4"

26 #3 Bar

(D4)

5 #3 Bar

(D5)

4'-0 1/8" 2'-8"

6" 6" 6" 6" 6 7/8" 7"

4 3/8"

3/4" clr

3/4" clr

3 7/8"

1-1

2-2

1 5/8" clr.

1 5/8" clr.

D4

D5

1 1/4" clr.

1 1/4" clr.

7'-11"

1'-4"1'-6"1'-6"1'-6"1'-6"7"

11

"1

'-0

"

7 3/8"

1'-3

"

PANEL 4

Ø2"

Ø1 1/2"

Ø1 1/2"

3'-9

"

9"

3'-0

"

2'-1 7/8"1'-5 1/2"

9"

1'-4 1/4"

9"

Lifting point


Lifting point


Scale: 1:25

Contains: Panels 4 and 4* (Dimensions and Reinforcement)


Sheet:

46 of 59


Date: 02/13/2017

7'-11"

2'-10"

PANEL 5

9"

1'-8 1/2"

9"

1'-8 1/2"

6 1

/4

"6

1

/4

"6

1

/4

"6

1

/4

"6

1

/4

"

8" 10" 8" 10" 8" 10" 8" 10"8"3 3/8" 1 5/8"

1'-4"1'-6"1'-6"1'-6"1'-6"1'-6"7"

10"

2 1

/4

"2

1

/4

"

2 1

AA

BB

A-A

1'-4"

3 7/8"

B-B

3 7/8"7'-11"

10" 1 5/8"

3 3/8"

10" 8" 10" 8" 10" 8"10" 8"

1'-6"1'-6"1'-6"1'-6"7"

5"

2" 1 5/8"

3"

D7

1 1/4" clr.

8 #3 Bar

(D7)

8'-6 3/4"

26 #3 Bar

(D6)

5 #3 Bar

(D5)

3'-5 3/4"2'-8"

6 1/4"

1" clr.

6 1/4"6 1/4"6 1/4"6 1/4"

1-1

2-2

3 7/8"3 7/8"

1 3/8" clr

1 3/8" clr

D6

D5

1" clr.

1 1/4" clr.

Lifting point


Scale: 1:25

Contains: Panel 5 (Dimensions and Reinforcement)


Sheet:

47 of 59


Date: 02/13/2017

11 #3 Bar

(D7)

8'-6 3/4"

26 #3 Bar

(D4)

5 #3 Bar

(D5)

4'-0 1/8" 2'-8"

1'-4"1'-6"7" 1'-6"1'-6"1'-6"

2"

7'-11"3 7/8" 3 7/8"

B-B

A-A

3"

4"

2 1/2" 3 1/2"

8" 10" 8" 10" 8" 10" 8" 10" 8" 10" 2"

D7

1 1/4" clr.

10" 8" 10" 8" 10" 8" 10" 8"8"3"

1'-4"1'-6"1'-6"1'-6"1'-6"1'-6"7"

6"

6"

6"

6"

6 7/8"

7"

4 1/4"

2"

2 1/8"

2"

2"

3 1/2"

4"

2 1/2"

2 1

B

A

B

A

6"6"6"6"6 7/8"7"

4 1/4"

1 1/4" clr

1 1/4" clr.

3 7/8"

1-1

2-2

1 1/4" clr

1 1/4" clr.

D4

D5

1 1/4" clr.

7'-11"

1'-4"1'-6"1'-6"1'-6"1'-6"7"

1'-0 1/4"

11

"1'-0"

1'-3"

11

"11"

1'-8"

PANEL 6*

Ø1 1/2" Ø1 1/2"

Ø1 1/2"

Ø1 1/2"

Ø1 1/2"

11

"11"

3'-11 3/4"

Ø1 1/2"

3'-9"

9"

3'-0"

7'-11"

1'-4"1'-6"1'-6"1'-6"1'-6"7"

2'-1 7/8"

11"

1'-0"

7 3/8"

1'-3"

PANEL 6

Ø2"

Ø1 1/2"

Ø1 1/2"

3'-9"

9"

3'-0"

1'-5 1/2"

9"

1'-4 1/4"

9"

Lifting point


Lifting point


Scale: 1:25

Contains: Panels 6 and 6* (Dimensions and Reinforcement)


Sheet:

48 of 59


Date: 02/13/2017

7'-10 7/8"

3'-9"

1'-3"

6"

9"

3'-0"

6 7/8" 1'-6" 1'-6" 1'-6" 1'-6" 1'-4"

11"PANEL 7

Ø2" Ø2"

1'-3"

1'-11 3/4"

9"

1'-1"

6"

6"

6"

6"

6 7

/8

"7

"4

3

/8

"

7 3/4" 10 1/4" 8" 10" 8" 10" 8" 10"2 7/8" 2"

6 7/8" 1'-6" 1'-6" 1'-6" 1'-6"1'-6" 1'-4"

8" 10"

2"

2"

2 1

/8

"

C

B

A

C

B

A

1 2

7'-10 7/8"

B-B

10"

A-A

2 7/8"

2"

7'-10 7/8"

C-C

1'-0"

1 1

/4

" clr.

3 7/8"

1'-4"1'-6"6 7/8" 1'-6"1'-6"1'-6"

8"10"8"10"8"10 1/4"7 3/4"10"8"

[email protected]"

2 3/4"

D8

11 #3 Bar

(D8)

9'-2 3/4"

26 #3 Bar

(D4)

5 #3 Bar

(D5)

4'-0 1/8" 2'-8"

3/4" clr.

1 1/4" clr.

3 7/8"

1-1

2-2

3/4" clr.1 5/8" clr

1 5/8" clr

6" 6" 6" 6" 6 7/8" 7"

4 3/8"

D4

D5

1 1/4" clr.

1 1/4" clr.

Scale: 1:25



Sheet:

49 of 59


Date: 02/13/2017

8 #3 Bar

9'-2 3/4"

26 #3 Bar

(D6)

5 #3 Bar

(D5)

3'-5 3/4"2'-8"

(D8)

6 1/4"

1" clr.

6 1/4"6 1/4"6 1/4"6 1/4"

1-1

3 7/8"3 7/8"

1 3/8" clr

1 3/8" clr

2-2

1" clr.

D6

D5

1 1/4" clr.

A-A

7'-10 7/8"

B-B

3 7/8"

1'-4"1'-6"6 7/8" 1'-6"1'-6"1'-6"

10"

2 1/2"

2 3/8"8"10"8"10"8"7 3/4"10"8" 10 1/4"

2 3/4" 7 1/2"

D8

1 1

/4

" clr.

1'-0"

6 1

/4

"6

1

/4

"6

1

/4

"6

1

/4

"6

1

/4

"

7 3/4" 10 1/4" 8" 10" 8" 10" 8" 10"10"2 1/2" 2 3/8"8"

1'-4"1'-6"1'-6"1'-6"1'-6"1'-6"6 7/8"

2 1

/4

"2

1

/4

"

B

A

B

A

2 1

7'-10 7/8"

2'-1

0"

PANEL 8

9"

1'-9 1/2"

9"

1'-9 1/2"

Scale: 1:25



Sheet:

50 of 59


Date: 02/13/2017

7'-10 7/8"

3'-9

"

9"

3'-0

"

6 7/8" 1'-6" 1'-6" 1'-6" 1'-6" 1'-4"

PANEL 9

1'-3

"

6"

Ø2" Ø2"

1'-3

"

11"

1'-11 3/4"

9"

1'-1"

6"

6"

6"

6"

6 7

/8

"7

"4

3

/8

"

6 7/8" 1'-6" 1'-6" 1'-6" 1'-6"1'-6" 1'-4"

7 3/4" 10 1/4" 8" 10" 8" 10" 8" 10"2 7/8" 2"8" 10"

2"

2"

2 1

/8

"

1 2

C

B

A

C

B

A

7'-10 7/8"

B-B

10"

A-A

2 7/8"

2"

7'-10 7/8"

C-C

3 7/8"

1'-4"1'-6"6 7/8" 1'-6"1'-6"1'-6"

8"10"8"10"8"10 1/4"7 3/4"10"8"

[email protected]"

2 3/4"

D8

1 1/4" clr.

1'-0"

1 1/8" clr. 1 1/4" clr

3 7/8"

6"6"6"6"6 7/8"7"

4 3/8"

1-1

2-2

1 1/8" clr. 1 1/4" clr

D4

D5

1 1/4" clr.

11 #3 Bar

(D8)

9'-2 3/4"

26 #3 Bar

(D4)

5 #3 Bar

(D5)

4'-0 1/8" 2'-8"

Scale: 1:25



Sheet:

51 of 59


Date: 02/13/2017

END HOLES

4 3/8"

5"

7"

INTERMEDIATE HOLES

5"

7 3

/4

"

Girder℄

4"

Holes are conformed using 3/4" PVC ducts

STRAND EXTENSION HOOK DETAIL

4 5/8"

7 7

/1

6"

R

5

5

/

8

"

2 1/2"

2 1/2"

PL

3

8

" x 2

1

2

"x 2

1

2

"

Tack Weld

3

8

" Barrel Anchor

with two pieces

wedges, well seated

DETAIL A

3

8

"-dia. strand

Strand Chuck Anchorage Detail

GIRDER DIMENSIONS

1'-4 3/4"

1"

3/4

"2

1

/4

"2

1

/8

"

1'-3 3/4"

7 1/4" 2 1/4"

1'-4

3

/4

"

R

3

1

/

2

"

R

3

1

/

2

"

R

3

/

4

"

3/8"

3/8

"

CLEAR COVER

3/8"

3/8"

1/2

"

1

/

2

"

1 1

/2

"1

1

/2

"

4 1/2" 3"

STRAND TEMPLATE &

DEBONDING PATTERN

EXTENDED STRANDS AT ONE END

Do no cut strand extensions

after release of prestress

tot. 4

Bonded DebondedExtended

1/2"

4 1/2"

Scale: 1:10


Contains: Girder Section and Strands Template


Sheet:

52 of 59

Date: 02/13/2017

Notes:

1. All prestresses strands are 3/8" diameter and

continuously bonded unless otherwise noted.

2. Pjack= 189 kips (17.2 kips/STRAND)

3. After release of prestress, leave 23 in of strand

extending from one girder end.

5. Prestressing strand shall be 270 ksi low

relaxation (ASTM A416).

#3 Stirrups Spacing

[A] L=18" 2#3@3"

[B] L=54" 2#3@6"

[C] L=262.625"

GIRDER PROPERTIES

Area: 107.7 in

Inertia: 4088 in

yb: 7.214 in

yt: 9.536 in

Sb: 567 in

St: 429 in

D: 16.75 in

Concrete Strength

f´ci is 5.5 ksi at time of stressing

f´c is 8.0 ksi at 28 days

2#3@12"

4. Prevent unraveling of extended strands by

placing a small pipe around the strands.

Deformed Wire Reinforcement

ASTM A497 (fy=70ksi, fu=80 ksi)

D3: d=0.195 in. A=0.03 in²D6: d=0.276 in. A=0.06 in²

²

³

³

4

34'-0"

GIRDER ELEVATION

2 #3

12"

Debonded Lenght = 2' (both ends)

Girder ℄

4 D3 Additional L=8'

A

A

1'-1/2", Limits of Section A-A

4 3/8"

[A] [B] [C]

2#3 Stirrups (see Table below)

[A][B]

Use Type 2

#4 Girder-to-deck Connectors

1'-3 1/8"

1'-2 7/8"

31'-6" (21@18")

Leave 4 strands extensions of 23 in. after release of prestress

(see note 4)

1/2" cover

Type 2 stirrups

Insert Holes for Intermediate and End Diaphragms

4 3/8"

8'-9 1/8" 8'-2 7/8"

4 3/8"

8'-9 1/8"8'-2 7/8"

℄

Scale: N.A.


Contains: Reinforcement and Girder Elevation


Sheet:

53 of 59

Date: 02/13/2017

1'-5 7/8"


8'-0"

D3 (L=8')

1'-0"

#3 bar (G-3)

6

1

/

2

"

6

1

/

2

"

4 1/2"

2

1

/

4

"

Scale 1:10

3"

Ø

1

1

/

2

"

1'-0"

1'-1 1/4"

#3-bar (G-2)

#3 bar (G-1)

143°

D11 Vertical Stirrups

Type 2

TYPICAL REINFORCEMENT

SECTION A-A

D4.5

Vertical Stirrup

#3 @3" vert.

tot. 6 (Hook at girder end)

12"

WWRB

Match Stirrup

Spacing

2 D3 wires to be

field added

12"

Type 1 (WWR-V)

Additional Reinforcement not shown for clarity

Type 2 (#3-bar)

(L=1'-1/2")

WWRT

Vertical Stirrups

Additional Top Bars

D3 x 8' (tot 4)

Scale 1:8

#3 (G-1)

#3

3

8

"-dia. strands

Scale: Indicated


Contains: Girder Reinforcement Details


Sheet:

54 of 59

Date: 02/13/2017

2 1/2" 2 1/2"

1'-6"

#3 vertical

stirrups

#3 Vertical stirrups

(type 1)

#4 connector

2 1/4"

Elevation

Plan View

Cross Section

90-deg. hook #4 headed bars

8"

9 7/8"

Ø

3

"

2 1/2"

Use HRC 555 headed bars or equivalent

9 7/8"

7 5/8"

7 5/8"

2 1/4"

9 7/8"

Scale: 1:10


Contains: Deck-to-girder Connectors Details


Sheet:

55 of 59

Date: 02/13/2017

℄Bridge7'-10 7/8" 7'-11"4"

32'-7 3/4"

34'-3 3/4"

7'-10 7/8"4"

4"7'-11"

2'-3 1/2"

1'-0 1/2"

3'-9

"2

'-1

0"

4"

3'-9

"

4"

IN

TE

RM

ED

IA

TE

DIA

PH

RA

GM

1

IN

TE

RM

ED

IA

TE

DIA

PH

RA

GM

2

IN

TE

RM

ED

IA

TE

DIA

PH

RA

GM

3

IN

TE

RM

ED

IA

TE

DIA

PH

RA

GM

S A

RE

SY

MM

ET

RIC

A

BO

UT

CE

NT

ER

LIN

E

Scale: 1:50

Contains: Location of Intermediate Diaphragms per Span


Sheet:

56 of 59


Date: 02/13/2017

5"

9"

A-A

3"

9"3'-2"

11'-0"

3'-2"9" 3'-2"

B

B

B-B

3"

ELEVATION

A

A

6 1

/4

"1

0 1

/2

"

3"

General

#3 (D-6)#3 (D-7) #3 (D-3)

through hole

#3 (D-4)#3 (D-5)

Notes

#3 (D-1)

and (D-2)

through hole

#3 (D-9) contLongitudinal Deck Reinforcement

℄ Transverse

Shear Key

#3 (D-5)

#3 (D-6)

#3 (D-4)

#3 (D-7)

#3 (D-5)

3/4"

3/4"

#3 (D-9)

#3 (D-8)

Deck Longitudinal

Reinforcement

CASTING STAGES

Cast top portion after placement of PC deck panels

Top of PC/PS girder

2

11

Top of PC Deck

Scale: 1:16

Contains: Intermediate Diaphragms Dimensions and General Reinforcement


Sheet:

57 of 59


Date: 02/13/2017

ELEVATION

7 3/8" 6" 6" 7"6"7 3/8"6"6"7" 6" 6 1/4"6 1/4"7 3/8"6 1/4" 6 1/4"

3'-2" 3'-2" 3'-2"

1 1/2" clr. 3/4" clr.1 1/2" clr. 1 1/2" clr. 1 1/2" clr.1 1/2" clr. 1 1/2" clr.

9" 9"

3/4" clr.

INTERMEDIATE DIAPHRAGM

PLAN VIEW

#3 (D-7)

#3 (D-8)

#3 (D-7)

#3 (D-8)

#3 (D-7)

#3 (D-8)

4"

3"

Scale: 1:16

Contains: Intermediate Diaphragm (Typical Reinforcement)


Sheet:

58 of 59


Date: 02/13/2017

1'-8

1

4

"

1'-10

1

2

"

4"

12 #3 Bar

(D-1)

2'-4"

2'-10

1

4

"

36 #3 Bar

(D-4)

24 #3 Bar

(D-3)

18 #3 Bar

(D-5)

1'

6"

48 #3 Bar

(D-7)

60 #3 Bar

(D-6)

6"

1'-10

1

2

"

12 #3 Bar

(D-2)

Ø2

1

4

"

Ø2

1

4

"

5"

Ø1

1

2

"

3"

10' - 10 1/2"

6 #3 Bar

(D-9)

1'

24 #3 Bar

(D-8)

3"

Ø1

1

2

"

Scale: 1:10

Contains: Reinforcement Detail (Quantities for six Intermediate Diaphragms)


Sheet:

59 of 59


Date: 02/13/2017

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