Wyo. Proj.

Sheet of Sheets

BRIDGE PROGRAM

WYOMING DEPARTMENT OF TRANSPORTATION

Q’S

DESIGN

DETAIL

ofSheet

Design Section

Drwg. No.

APPROVED

DATE

1 8

REVISIONS

2202016

I I

B33 B128

AS=12

Q R Stuv

0021

2202016_2ts.dgn

JJJ PPP

ITEM NO. ITEM UNITTOTAL

QUANTITY

301.01020 TONCRUSHER RUN SUBBASE

513.00015

514.00015

209.01000 WATER MG

GENERAL NOTES

ESTIMATED QUANTITIES

SEC 26, T47N, R93W

8032

WORLAND STREETSWEST RIVER ROAD & BIG HORN CANAL

WASHAKIE COUNTY

212.02100 CY

212.02200 CY

DRY EXCAVATION

WET EXCAVATION

CLASS B CONCRETE

REINFORCING STEEL

LS

LS

900.60000 LSCONTRACTOR QUALITY CONTROL (CONCRETE)

LUMP SUM

LUMP SUM

LUMP SUM

125

6550

490

610.8 CY

65,230 LB

ESTIMATE

2202016

DESIGN DATA

SPECIFICATIONS: AASHTO LRFD Bridge Design Specifications, 4th Edition

Foundation Material Retained SoilReinforced

Backfill Material

RETAINING WALL DESIGN DATA

v v vm g g gall

0.81 120 pcf 4.0 tsf39^ 26^ 32^ 125 pcf

act

1.66 tsf 85 pcf 0 psf

c

f =40,000 psi (Grade 40)

c

y

y

Class B Concrete f’ =3250 psi

Reinforcing Steel f =60,000 psi (Grade 60)

REFERENCES

Supplementary Specifications:

SS-500G Structural Concrete With Quality Control and

Quality Acceptance

Dated

Rev 5-2-07

SPECIFICATIONS: WYDOT Standard Specifications for Road and Bridge

Construction, 2003 Edition

DIMENSIONS: Longitudinal dimensions are horizontal and include no

REINFORCING STEEL: Concrete cover to face of reinforcing steel is

2" unless noted. Dimensions for bent bars are out to out.

Size

~

~

Length Size Designation

~

~

508-3 4A2

Straight Bars Bent Bars

BAR MARKS

WATERSTOP: Work necessary for the waterstop is incidental to the

contract pay item Class B Concrete.

DRY EXCAVATION: The estimated quantity of dry excavation is

calculated below the existing ground line to elevation 4072.0.

WET EXCAVATION: The estimated quantity of wet excavation is

CRUSHER RUN SUBBASE: Use crusher run subbase conforming to

Grading J.

FOUNDATION: The retaining wall is on a footing founded on dense

sand and gravel.

compaction of the crusher run subbase.

WATER: Water at 13.6 gallons per ton has been estimated for

CONCRETE RETAINING WALL

correction for grade.

PREFORMED EXPANSION JOINT FILLER: Use preformed expansion joint

filler conforming to AASHTO M 153 Type ?. Work necessary for the

joint filler is incidental to the contract pay item Class B Concrete.

calculated below elevation 4072.0.

REINFORCED CONCRETE: Load and Resistance Factor Design -

4.0

2 - E

xam

ple

STA 40 50 STA 43 60

Dec 2

008

STRUCTURE NO. LVH

ML2202B, RM 0.61

Sectio

n 4

.02

- Gen

era

l No

tes

N

GGGGGGGGGGGGGGOPWOTW

13

’-0

"

310’-0"

30’-4"

27’-4"

17

’-4

"

Elev 4089.83 Elev 4089.72 Elev 4089.29 Elev 4088.84 Elev 4088.59

Wyo. Proj.

Sheet of Sheets

BRIDGE PROGRAM

WYOMING DEPARTMENT OF TRANSPORTATION

Q’S

DESIGN

DETAIL

ofSheet

Design Section

Drwg. No.

APPROVED

DATE

REVISIONS

2 8

| S

urvey

41

+0

0

42+

00

43

+0

0

N 0^12’00.0" W

RT Communications

Underground

Telephone Line

FF Wall

RT Communications

Overhead Telephone Line

Telephone Pole

PLAN

City of Worland

Underground

Water Line

Wyoming Gas

Underground

Gas Line

80’-0" Wall Segment A 90’-0" Wall Segment B 90’-0" Wall Segment C 50’-0" Wall Segment D

Elev 4070.00Bott of Footing

Top of Wall

Approximate Existing

Ground Line at FF Wall

4090

4080

4070

4060

4050

ELEVATION

3’-0"

PPP NNN

JJJ PPP

MMM NNN

Wa

GENERAL PLAN AND ELEVATION

Worland Streets

West River Road & Big Horn Canal

Q R Stuv

0021

2202016

2202016_2gp.dgn

2202016

B34 B128

Contr

Jt (Typ)

| Const Jt

& Exp Jt

| Exp Jt| Const Jt

& Exp Jt

| Const Jt

& Exp Jt

| Const Jt

& Exp Jt

| Exp Jt

AS=25

Begin Retaining Wall

Sta 40+50.00

End Retaining Wall

Sta 43+60.00

Footing

80’-0" 90’-0"

90’-0" 50’-0"

140’-0"

Pacific Power

& Light Company

Overhead

Power Line

CONCRETE RETAINING WALL

4.2

1 - E

xam

ple

Sectio

n 4

.21

- Earth

Reta

inin

g S

tructu

res

STA 40+50 - STA 43+60

Dec 2

008

Wyo. Proj.

Sheet of Sheets

WYOMING DEPARTMENT OF TRANSPORTATION

APPROVED

DATE

REVISIONS

80’-0" 90’-0"

Match Line

13

’-0

"

3"

310’-0"

3" 3"3"

140’-0"

Match Line

310’-0"

3" 3"

140’-0"90’-0"

1’-11" Lap

(Typ)

Note:

BRIDGE PROGRAM

Q’S

DESIGN

DETAIL

ofSheet

Design Section

Drwg. No. 3 8

PPP NNN

JJJ PPP

MMM NNN

Wa

Worland Streets

West River Road & Big Horn Canal

Q R Stuv

0021

2202016

2202016_2rw1.dgn

RETAINING WALL DETAILS

AS=12

2202016

B35 B128

Const Jt

w/2"\8"

Keyway (Typ)

Place short leg of 7W1 bars in footing.

6"

6"

FF Wall

712-8@6"=79’-6" (Top)

7W1@6"=79’-6" (Bott)

712-8@6"=89’-6" (Top)

7W1@6"=89’-6" (Bott)

712-8@6"=139’-6" (Top)

7W1@6"=139’-6" (Bott)

FOOTING PLAN

(Longitudinal keyway not shown)

CONCRETE RETAINING WALL

4.2

1 - E

xam

ple

Sectio

n 4

.21

- Earth

Reta

inin

g S

tructu

res

STA 40+50 - STA 43+60

& 4

19-3@

12"

=1

2’-0

" (

To

p)

(5per

lin

e)

46

0-0

Dec 2

008

460-0 (

5 p

er l

ine)

& 4

19

-3

@4

Eq

Sp

a (

Bo

tt)

A

A

Wyo. Proj.

Sheet of Sheets

BRIDGE PROGRAM

WYOMING DEPARTMENT OF TRANSPORTATION

Q’S

DESIGN

DETAIL

ofSheet

Design Section

Drwg. No.

APPROVED

DATE

REVISIONS

4 8

AS=8

ELEVATION - WALL SEGMENT A

80’-0"

25’-0"

7W2@6"=79’-6" (RF)

417-3@12"=79’-0" (FF)

660-0 (EF)

30’-0"25’-0"

3"

3" 3"

3"

622-7 (EF)

Wall Segment B

3’-

8 5

/8 "

17’-

5 5

/8 "

13’-

9"

46

0-0

& 4

21

-7

@12"=

13’-0" (

EF

)

6"

3"

46

0-0

& 4

21

-7

@12"=

2’-0" (

EF

)

17’-

7"

13’-

9"

3’-

10

"

3’-0"

712-8

7W1

2’-3"

13’-

9"

Vari

es

1’-0"

2’-0"8’-0"

13’-0"

FF

Wall

Opt Const Jt w/

2"\4" Keyway

660-0 or 622-7

1’-0"

(3

’-1

0" t

o

3’-

8 5

/8 "

)

7W2

417-3

SECTION A-A

46

0-0

or 4

21

-7

3" C

l

Note: 1)

2)

2202016

B36 B128

RETAINING WALL DETAILS

PPP

JJJ

NNN

PPP

MMM NNN

Q R Stuv

0021

2202016_2rw2.dgn

Wa

Worland Streets

West River Road & Big Horn Canal

2202016

| Exp Jt| Contr Jt| Contr Jt

3)

Place 7W2 bars with 7W1 bars.

Place 7W2 and 417-3 bars to maintain 2" clearance

from top of wall.

Trim contraction joints with 1/2 " bevel strips.

CONCRETE RETAINING WALL

Footing

Longitudinal

Const Jt w/

2"\8" Keyway

STA 40+50 - STA 46+60

4.2

1 - E

xam

ple

Sectio

n 4

.21

- Earth

Reta

inin

g S

tructu

res

Dec 2

008

460-0 or 419-3

460-0 or

419-3

Wyo. Proj.

Sheet of Sheets

BRIDGE PROGRAM

WYOMING DEPARTMENT OF TRANSPORTATION

Q’S

DESIGN

DETAIL

ofSheet

Design Section

Drwg. No.

APPROVED

DATE

REVISIONS

5 8

AS=8

ELEVATION - WALL SEGMENT B

90’-0"

7W3@6"=89’-6" (RF)

416-10@12"=89’-0" (FF)

660-0 (EF)

3"

3" 3"

3"

632-7 (EF)

Wall Segment C

3’-

3 1

/2 "

17’-

0 1

/2 "

13’-

9"

460-0 &

431-7

@12"=

13’-0" (

EF

)

6"

3"

13’-

9"

3’-

8 5

/8 "

3’-0"

712-8

7W1

2’-3"

13’-

9"

Vari

es

1’-0"

2’-0"8’-0"

13’-0"

FF

Wall

Opt Const Jt w/

2"\4" Keyway

660-0 or 632-7

1’-0"

7W3

416-10

SECTION B-B

460-0 o

r 4

31-7

3" C

l

Note: 1)

2)

2202016

B37 B128

RETAINING WALL DETAILS

PPP

JJJ

NNN

PPP

MMM NNN

Q R Stuv

0021

2202016_2rw3.dgn

Wa

Worland Streets

West River Road & Big Horn Canal

2202016

17’-

5 5

/8 "

B

B

Wall Segment A

30’-0" 30’-0" 30’-0"

(3’-

8 5

/8 "

to 3

’-3

1/2

")

| Exp Jt | Contr Jt | Contr Jt | Exp Jt

3)

CONCRETE RETAINING WALL

Place 7W3 bars with 7W1 bars.

Place 7W3 and 416-10 bars to maintain 2" clearance

from top of wall.

Trim contraction joints with 1/2 " bevel strips.

Footing

Longitudinal

Const Jt w/

2"\8" Keyway

STA 40+50 - STA 46+60

4.2

1 - E

xam

ple

Sectio

n 4

.21

- Earth

Reta

inin

g S

tructu

res

Dec 2

008

460-0 or 419-3

460-0 or

419-3

460-0 &

431-7

@12"=

2’-0" (

EF

)

Wyo. Proj.

Sheet of Sheets

BRIDGE PROGRAM

WYOMING DEPARTMENT OF TRANSPORTATION

Q’S

DESIGN

DETAIL

ofSheet

Design Section

Drwg. No.

APPROVED

DATE

REVISIONS

6 8

AS=8

ELEVATION - WALL SEGMENT C

90’-0"

7W4@6"=89’-6" (RF)

416-5@12"=89’-0" (FF)

660-0 (EF)

3"

3" 3"

3"

632-7 (EF)

Wall Segment D

16’-

7 1

/8 "

13’-

9"

460-0 &

431-7

@12"=

13’-0" (

EF

)

6"

3"

460-0 &

431-7

@12"=

2’-0" (

EF

)

13’-

9"

3’-

3 1

/2 "

3’-0"

712-8

7W1

2’-3"

13’-

9"

Vari

es

1’-0"

2’-0"8’-0"

13’-0"

FF

Wall

Opt Const Jt w/

2"\4" Keyway

1’-0"

7W4

416-5

SECTION C-C

460-0 o

r 4

31-7

3" C

l

Note: 1)

2)

2202016

B38 B128

RETAINING WALL DETAILS

PPP

JJJ

NNN

PPP

MMM NNN

Q R Stuv

0021

2202016_2rw4.dgn

Wa

Worland Streets

West River Road & Big Horn Canal

2202016

17’-

0 1

/2 "

C

C

Wall Segment B

30’-0" 30’-0" 30’-0"

| Exp Jt | Contr Jt | Contr Jt | Exp Jt

3)

2’-

10

1/8

"

(3’-

3 1

/2 "

to 2

’-10 1

/8 "

)

660-0 or 632-7

CONCRETE RETAINING WALL

Place 7W4 bars with 7W1 bars.

Place 7W4 and 416-5 bars to maintain 2" clearance

from top of wall.

Trim contraction joints with 1/2 " bevel strips.

Longitudinal

Const Jt w/

2"\8" Keyway

STA 40+50 - STA 46+60

4.2

1 - E

xam

ple

Sectio

n 4

.21

- Earth

Reta

inin

g S

tructu

res

Footing

Dec 2

008

460-0 or 419-3

460-0 or

419-3

Wyo. Proj.

Sheet of Sheets

BRIDGE PROGRAM

WYOMING DEPARTMENT OF TRANSPORTATION

Q’S

DESIGN

DETAIL

ofSheet

Design Section

Drwg. No.

APPROVED

DATE

REVISIONS

7 8

AS=8

ELEVATION - WALL SEGMENT D

7W5@6"=49’-6" (RF)

416-2@12"=49’-0" (FF)

649-7 (EF)

3"

3"

6"

3"

13’-

9"

3’-0"

712-8

2’-3"

13’-

9"

Vari

es

1’-0"

2’-0"8’-0"

13’-0"

FF

Wall

Opt Const Jt w/

2"\4" Keyway

1’-0"

7W5

416-2

SECTION D-D

3" C

l

Note: 1)

2)

2202016

B39 B128

RETAINING WALL DETAILS

PPP

JJJ

NNN

PPP

MMM NNN

Q R Stuv

0021

2202016_2rw5.dgn

Wa

Worland Streets

West River Road & Big Horn Canal

2202016

16’-

7 1

/8 "

D

D

Wall Segment C

25’-0"

| Exp Jt | Contr Jt

3)

2’-

10

1/8

"

12

"4

49

-7

@1

2"=

13

’-0

" (

EF

)

449-7 (EF)

25’-0"

50’-0"

3"

3"

44

9-7

649-7

(2’-

10

1/8

"

to 2

’-7 1

/8 "

)

13’-

9"

16

’-4

1/8

"

2’-

7 1

/8 "

460-0 or 419-3

460-0 or 419-3

Longitudinal

Const Jt w/

2"\8" Keyway

7W1

Place 7W5 bars with 7W1 bars.

Place 7W5 and 416-2 bars to maintain 2" clearance

from top of wall.

Trim contraction joints with 1/2 " bevel strips.

CONCRETE RETAINING WALL

STA 40+50 - STA 46+60

4.2

1 - E

xam

ple

Sectio

n 4

.21

- Earth

Reta

inin

g S

tructu

res

Footing

Dec 2

008

27’-4"

| Survey

2’-6"

Approximate

Existing

Ground Line

FF Wall

1

Back Limits

of Excavation

Crusher

Run

Subbase

TYPICAL SECTION

| Exp Jt

FF Wall

6"

SECTION THRU EXPANSION JOINT

Location MarkBending Diagrams

BILL OF REINFORCEMENT

Number

Required

18

90

50

90

90

80

34

68

32

2

4

2

6

419-3

460-0

7W1

712-8

416-2

416-5

416-10

417-3

421-7

431-7

449-7

460-0

622-7

632-7

649-7

660-0

7W2

7W3

7W4

7W5

Weight

Weight

Footing

Wall

102

160

180

180

100

13’-

9 1

/2 "

5’-

1"

7W3

3’-6

1/2

"

3’-

6 1

/2 "

7W2

(17’-4")

7W4

(16’-6")

7W5

(16’-3")

3"

(16’-11")

7W1

5’-

1"

4 1/2 "

(9’-11")

4’-9 1/2 "

32,458 LB

32,772 LB

Wyo. Proj.

Sheet of Sheets

BRIDGE PROGRAM

WYOMING DEPARTMENT OF TRANSPORTATION

Q’S

DESIGN

DETAIL

ofSheet

Design Section

Drwg. No.

APPROVED

DATE

REVISIONS

8 8

AS=8

2202016

B40 B128

RETAINING WALL DETAILS

PPP

JJJ

NNN

PPP

MMM NNN

Q R Stuv

0021

2202016_2rw6.dgn

Wa

Worland Streets

West River Road & Big Horn Canal

2202016

Backfill to

match existing

ground line

1/2 " Preformed

Expansion

Joint Filler

3/8 "\9" Waterstop

(Place full height of wall)

1 3/4

CONCRETE RETAINING WALL

Note:

13’-

9 1

/2 "

3’-1

1/2

"

3’-

1 1

/2 "

13’-

9 1

/2 "

2’-5"

2’-5

"

2"

13’-

9 1

/2 "

2’-8"

2’-8

"

2 3/4 "

2 1/4 "

Roadway

STA 40+50 - STA 46+60

4.2

1 - E

xam

ple

Sectio

n 4

.21

- Earth

Reta

inin

g S

tructu

res

620

620

The estimated quantity of class B concrete for footing is

335.8 CY. The estimated quantity of class B concrete for

wall is 275.0 CY.

4.2

1 - E

xam

ple

X 2

008

Sectio

n 4

.21

- Earth

Reta

inin

g S

tructu

res

Dec 2

008