Deck Slab Bridge Design

e!k Sla" esign "y

#ohn $e%hook and

Gami Property of ISIS Canada

Please, if you find a mistake s Gamil Tadros E-mail: [email protected]

Tadros

end the info to:

Tadros

end the info to:

A

B

C

D

1

Steel-&einfor!ed e!k

2

Opti Option on 1. Blac Black k stee steell Opti Option on 2. epox epoxy y stee steell

3

E

F

G

H

I

J

K

L

M

N

O

P

Q

Opti Option on 2 has has same same area area of stee steell but but stee steell will will be epox epoxy y coat coated ed

4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37

'aterial Properties

Thi!kness (imits

steel

concrete

E 200,000 Mpa 200,000 Mpa f y #00 M"a "ar properties db desi*nation diameter 'mm( 10M 11.2 1!M 1$.0 20M 1).!

! M"a ! M"a 2$,$22 M"a 2.# M"a

fc Ec f r r

9s area 'mm2( 100 200 00

black epoxy others

tmin 1 /2+ mm co%er

kb 1.0 1.2 1

top, ct bottom, cb

min. layer separation top trans. trans. bar dia. + bot bot tran trans s. bar bar dia. dia. + tmin geometry 1

&0 !0

mm mm

!!

mm

1$.0 1$.0 1$.0 1$.0

mm mm

20&

mm

tmin 1 Sg 3 /4 =* tmin 'mm( 'mm( 2,)00 1$1 2,)00 1$1 2,)00 1$1 1!M 1!M

bar sie bar sie

Empiri!al esign ρ 1 0.003 initial sele!tions *irder deck se s elect bar dia. spacin* thickness bot. trans. db 'mm( 'mm( bar sie 'mm( 2,)00 1! 1!M 1$ **+ 2,)00 1! 1!M 1$ **+ 2,)00 **+ 1! 1!M 1$

aunch 'mm( 20

3 4lan*e 'mm( #0

38

d 'mm( 1$& 1$& 1$&

re-d. pick bar 9s 'mm2/m( sie !01 1!M !01 1!M !01 1!M

*irder spacin* 'mm( 2,)00 2,)00 2,)00

re-d. 9s pick bar 'mm2/m( sie !01 1!M !01 1!M !01 1!M

"ottom reinfor!ement layer trans)erse "ars longitudinal "ars bar area re-d bar pick bar ac actual bar area re-d bar pick bar actual spacin* spacin*, s pick bar spacin* spacin*, s 9 s 9s 9 s 9s ' mm mm2( 'mm( 'mm( 'mm2/m( sie 'm 'mm2( 'mm( 'mm( 'mm2/m( 2 20 00 )) 00 $$& 1!M 200 )) 00 $$& 2 20 00 )) 2!0 00 1!M 200 )) 2!0 00 2 20 00 )) 200 1,000 1!M 200 )) 200 1,000 top reinfor!ement layer trans)erse "ars longitudinal "ars bar area re-d bar pick bar ac actual bar area re-d bar pick bar actual 9 s spacin* spacin*, s 9s pick bar 9 s spacin* spacin*, s 9s ' mm mm2( 'mm( 'mm( 'mm2/m( sie 'm 'mm2( 'mm( 'mm( 'mm2/m( 2 20 00 )) 00 $$& 1!M 200 )) 00 $$& 2 20 00 )) 2!0 00 1!M 200 )) 2!0 00 2 20 00 )) 200 1,000 1!M 200 )) 200 1,000

39 40 41 42 43 44 45 46 47 48

49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77

Cra!k idth Che!k wheel load

1#1.12

*irder spacin* 'm( 2.)

moment Ms 'k
k deck t 'mm( mm( 22!

dead load k/m li)e concrete 2#.! 20 k/m load asphalt crackin* wheel deck asphalt udl thickness udl Mcr Ms Mdeck Mdeck 'k< 'k
A

B

C

D

E

F

G

H

2.) 2.)

#2.) #2.)

22! 22!

20.0 20.0

).! ).!

!.! !.!

2.) 2.)

+ +

I

J

1. 1.0 1. 1.0

0.! 0.!

K

5ruck 67 879 :heel 4actor

00 . ./ .0

k

L

M

N

O

P

db 'mm( 1$ 1$ 1$

=rm

@c

w 'mm( .55 .4 .6*

limit 'mm(  .* +  .* +  .* +

; of 5ruck

"ottom trans)erse "ars

cracked section properties *irder spacin* 'm( 2.) 2.) 2.)

bar sie 1!M 1!M 1!M

spacin* 'mm( 00 2!0 200

area 9s 'mm2( $$& 00 1,000

d 'mm( 1$& 1$& 1$&

ρ

0.00#0 0.00# 0.00$0

E s 'M"a( 200,000 200,000 200,000

modular ratio n &.! &.! &.!

k 0.21& 0.2! 0.2!

> 0.)2 0.)22 0.)1#

9b 'mm2( 200 200 200

crack width calculations

h2 'mm( 1) 1$ 12

2.!c1 'mm( 1#! 1#! 1#!

dct h2/ 'mm( $ $2 $1

lessor 'mm( $ $2 $1

9ct 'mm2( 1,0 1!,## 12,12#

stresses crackin* =7= f w f s 'M"a( 'M"a( 1) #1$ 1$2 #) 11 21

εsm

0. 0.001$2) 0. 0.001$$ 0. 0.001102

kb

kc

1.0 1.0 1.0

0.! 0.! 0.!

ρc

0.010$ 0.012) 0.01$!

top trans)erse "ars

cracked section properties *irder spacin* 'm(

bar sie

spacin* 'mm(

area 9s 'mm2(

d 'mm(

ρ

s E 'M"a(

modular ratio n

k

>

9b 'mm2(

2) 20! 1&1

1.& 1.& 1.&

Q

49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90

A

B

C

D

E

F

G

H

2.) 2.)

#2.) #2.)

22! 22!

20.0 20.0

).! ).!

!.! !.!

2.) 2.)

+ +

I

J

1. 1.0 1. 1.0

0.! 0.!

K

L

M

N

O

P

db 'mm( 1$ 1$ 1$

=rm

@c

w 'mm( .55 .4 .6*

limit 'mm(  .* +  .* +  .* +

limit 'mm(  .* +  .* +  .* +

P

Q

"ottom trans)erse "ars



spacin* 'mm( 00 2!0 200

area 9s 'mm2( $$& 00 1,000

d 'mm( 1$& 1$& 1$&

ρ

0.00#0 0.00# 0.00$0

E s 'M"a( 200,000 200,000 200,000


k 0.21& 0.2! 0.2!

> 0.)2 0.)22 0.)1#

9b 'mm2( 200 200 200


h2 'mm( 1) 1$ 12

dct h2/ 'mm( $ $2 $1

2.!c1 'mm( 1#! 1#! 1#!

lessor 'mm( $ $2 $1

9ct 'mm2( 1,0 1!,## 12,12#

stresses crackin* =7= f w f s 'M"a( 'M"a( 1) #1$ 1$2 #) 11 21

εsm

0. 0.001$2) 0. 0.001$$ 0. 0.001102

kb

kc

1.0 1.0 1.0

0.! 0.! 0.!

ρc

0.010$ 0.012) 0.01$!

2) 20! 1&1

1.& 1.& 1.&

top trans)erse "ars



spacin* 'mm( 00 2!0 200

area 9s 'mm2( $$& 00 1000

d 'mm( 20& 20& 20&

ρ

0.002 0.00) 0.00#

s E 'M"a( 200,000 200,000 200,000


k 0.1)& 0.21# 0.2$

> 0.)# 0.)2) 0.)21

9b 'mm2( 200 200 200


h2 'mm( 2## 2#1 2$

2.!c1 'mm( #! #! #!

dct h2/ 'mm( 1 0 &)

lessor 'mm( #! #! #!

9ct 'mm2( 1,!00 11,2!0 ),000

stresses crackin* =7= f w f s 'M"a( 'M"a( 1!!  10 2&) 10! 22!

kb

kc

0. 0.0010! 0. 0.0010)# 0. 0.0002

1.0 1.0 1. 1 .0

0.! 0.! 0.!

0.01# 0.01& 0.0222

db 'mm( 1$ 1$ 1$

H

I

J

K

L

εsm

ρc

=rm

@c

1! 1$ 1#0

1.& 1.& 1.&

w 'mm( ./ .6 .*/

M

N

O

91 92 93 94

esign Summary

95 96

7ption / 8la!k Steel ?einforcement

97

A

B

98 99 100 101 102 103 104

Airder =pacin* 'mm( 2,)00 2,)00 2,)00

8eck 5h 5hickness 'mm( 22! 22! 22!

C

D

E

F

G

black steel Top Trans. =ie =pacin* 'mm( 1!M 00 1!M 2!0 1!M 200

black steel Top (ong. =ie =pacin* 'mm( 1!M 00 1!M 2!0 1!M 200

black steel 8ottom (ong. =ie =pacin* 'mm( 1!M 00 1!M 2!0 1!M 200

black steel 8ottom Trans. =ie =pacin* 'mm( 1!M 00 1!M 2!0 1!M 200

Cra!k idth 5op Bottom 'mm( 'mm( 0.#1 0.$$ 0.0 0.# 0.21 0.2

epoxy steel Top Trans. =ie =pacin* 'mm( 1!M 00 1!M 2!0 1!M 200

?einforcement epoxy steel epoxy steel Top (ong. 8ottom (ong. =ie =pacin* =ie =pacin* 'mm( 'mm( 1!M 00 1!M 00 1!M 2!0 1!M 2!0 1!M 200 1!M 200

epoxy steel 8ottom Trans. =ie =pacin* 'mm( 1!M 00 1!M 2!0 1!M 200

Cra!k idth 5op Bottom 'mm( 'mm( 0.#) 0.&) 0.$ 0.!& 0.2! 0.)

105 106 107

7ption * Epo9y Steel

108 109 110 111 112 113 114 115 116

Airder =pacin* 'mm( 2,)00 2,)00 2,)00


Q

A

B

98 99 100 101 102 103 104

Airder =pacin* 'mm( 2,)00 2,)00 2,)00


C

D

E

F

G

H

I

J

K

L

black steel Top Trans. =ie =pacin* 'mm( 1!M 00 1!M 2!0 1!M 200

black steel Top (ong. =ie =pacin* 'mm( 1!M 00 1!M 2!0 1!M 200

black steel 8ottom (ong. =ie =pacin* 'mm( 1!M 00 1!M 2!0 1!M 200

black steel 8ottom Trans. =ie =pacin* 'mm( 1!M 00 1!M 2!0 1!M 200

Cra!k idth 5op Bottom 'mm( 'mm( 0.#1 0.$$ 0.0 0.# 0.21 0.2

epoxy steel Top Trans. =ie =pacin* 'mm( 1!M 00 1!M 2!0 1!M 200

?einforcement epoxy steel epoxy steel Top (ong. 8ottom (ong. =ie =pacin* =ie =pacin* 'mm( 'mm( 1!M 00 1!M 00 1!M 2!0 1!M 2!0 1!M 200 1!M 200

epoxy steel 8ottom Trans. =ie =pacin* 'mm( 1!M 00 1!M 2!0 1!M 200

Cra!k idth 5op Bottom 'mm( 'mm( 0.#) 0.&) 0.$ 0.!& 0.2! 0.)

M

N

O

P

Q

105 106 107

7ption * Epo9y Steel

108 109 110 111 112 113 114 115

Airder =pacin* 'mm( 2,)00 2,)00 2,)00


116

G&P-&einfor!ed e!k Option . all A4?"

'aterial Properties

Thi!kne

GFRP - V-Rod

concrete

E #200 Mpa 'lowest( f 4?"u $00 Mpa 'lowest( G&P "ar properties db desi*nation diameter 'mm(  ).! # 12 &

9f area 'mm2( &1 12&

fc Ec f r

! M"a 2$,$22 M"a 2.# M"a

tmin 1 /2+

co%er

min. layer top trans. bot trans.

G&P-&einfor!ed e!k Option . all A4?"

'aterial Properties

Thi!kne

GFRP - V-Rod

concrete

E #200 Mpa 'lowest( f 4?"u $00 Mpa 'lowest( G&P "ar properties db desi*nation diameter 'mm(  ).! # 12.& ! 1!.) $ 1).1  2!.#

fc Ec f r

! M"a 2$,$22 M"a 2.# M"a

9f area 'mm2( &1 12& 1) 2! !0&

tmin 1 /2+

co%er

min. layer top trans. bot trans. tmin g

Empiri!al esign initial sele!tions *irder deck select bar dia. spacin* thickness bot. trans. db 'mm( 'mm( bar sie 'mm( /2+ 2,)00 $ 1).1 /2+ 2,)00 $ 1).1 /2+ 2,)00 $ 1).1

aunch 'mm( 20

3 4lan*e 'mm( #0

ds 'mm( 10 10 10

trans)erse "ars ;+ re-d. bar area re-d bar 9f pick bar 9 f spacin* 'mm2/m( sie 'mm2( 'mm( 1!10 $ 2! 1) 1!10 $ 2! 1) 1!10 $ 2! 1)

*irder spacin* 'mm( 2)00 2)00 2)00

trans)erse "ars ;< re-d. bar area re-d bar 9f pick bar 9 f spacin* 'mm2/m( sie 'mm2( 'mm( #!& $ 2! $2# #!& $ 2! $2# #!& $ 2! $2#


1#1.12

*irder spacin* 'm(

moment Ms 'k
k deck t 'mm(

dead load 2.! k/m 20 k/m

li)e concrete load asphalt crackin* wheel deck asphalt Mcr Ms udl Mdeck thickness udl 'k
2.) 2.) 2.)

#2.2 #2.2 #2.2

1&! 1&! 1&!

12.1 12.1 12.1

).!1$ ).!1$ ).!1$

#.1 #.1 #.1

2.2 2.2 2.2

+ + +

1.0 1.0 1.0

"ottom trans)erse "ars cracked section properties

*irder spacin* 'm( 2.) 2.) 2.)

h2 'mm( 1!1 1!0 1#

bar sie $ $ $

h1 'mm( 10& 10! 10#

spacin* 'mm( 1&! 1!0 1!

h2/h1 'mm( 1.# 1.# 1.#

area 9f 'mm2( 1,$2) 1,)00 2,111

d 'mm( 10 10 10

db 'mm( 1).1 1).1 1).1

crack width calculations =7= dc f 4?" f 4?",max 'mm( 'M"a( 'Mpa( *// /+ #! /4* /+ #! /5 /+ #!

ρ

0.012! 0.01#$ 0.01$2

E 4?" 'M"a( #,200 #,200 #,200

modular ratio n 1.$ 1.$ 1.$

kb 0. 0. 0.

k 0.12 0.1)! 0.20#

w 'mm( /.0 .4 .2

top trans)erse "ars cracked section properties


h2 'mm( 20! 20# 202

bar sie $ $ $

h1 'mm( 1$0 1!) 1!

esign Summary

spacin* 'mm( 1&! 1!0 1!

h2/h1 'mm( 1. 1. 1.

area 9f 'mm2( 1,$2) 1,)00 2,111

d 'mm( 200 1)0 1)0

db 'mm( 1).1 1).1 1).1

crack width calculations =7= dc f 4?" f 4?",max 'mm( 'M"a( 'Mpa( /65 /+ #! /*6 /+ #! /// /+ #!

ρ

0.001 0.0100 0.0111

E 4?" 'M"a( #,200 #,200 #,200


kb 0. 0. 0.

k 0.1!0 0.1$# 0.1&

w 'mm( .56 .+/ .6

7ption 6 >ll G&P ?einforcement Airder =pacin* 'mm( 2,)00 2,)00 2,)00

8eck 5hickness 'mm( 1&! 1&! 1&!

A4?" Top Trans. =ie =pacin* 'mm( $ 1&! $ 1!0 $ 1!

A4?" Top (ong. =ie =pacin* 'mm( # 2&! # 2&! # 2&!

A4?" 8ottom (ong. =ie =pacin* 'mm( # 2&! # 2&! # 2&!

A4 8ottom =ie $ $ $

s (imits mm

top, ct bottom, cb

! !

mm mm

eparation

!!

mm

ar dia. + ar dia. +

1).1 1).1

mm mm

eometry 1

1$.1

mm

"ottom reinfor!ement layer ds 3E&P= pick bar actual spacin*, s 9f pick bar 'mm( 'mm2/m( sie 1&! 1,$2) # 1!0 1,)00 # 1! 2,111 # top reinfor!ement layer .6+= pick bar actual spacin*, s 9f pick bar 'mm( 'mm2/m( sie 1&! 1,$2) # 1!0 1,)00 # 1! 2,111 #

5ruck 67 879 :heel 4actor Mdeck 'k
tmin 1 Sg 3 /4 =* tmin 'mm( 'mm( 2,)00 1$1 2,)00 1$1 2,)00 1$1

$ $


longitudinal "ars ; ρ 1 .6+= bar area re-d bar pick bar actual 9 f spacin* spacin*, s 9f 'mm2( 'mm( 'mm( 'mm2/m( 12& 2&& 2&! #$1 12& 2&& 2&! #$1 12& 2&& 2&! #$1 longitudinal "ars ;< 1 .6+= bar area re-d bar pick bar actual 9 f spacin* spacin*, s 9f 'mm2( 'mm( 'mm( 'mm2/m( 12& 2&& 2&! #$1 12& 2&& 2&! #$1 12& 2&& 2&! #$1

00 . ./ .0

k ; of 5ruck

0.! 0.! 0.!

> 0.)) 0.)! 0.)2

limit 'mm( .+ .+ .+

> 0.)!0 0.)#! 0.)#2

limit 'mm( .+ .+ .+

?" Trans. =pacin* 'mm( 1&! 1!0 1!

Cra!k idth 5op Bottom 'mm( 'mm( 0.$ 1.0) 0.!1 0.# 0.# 0.&0

C&P-&einfor!ed e!k Option #. all 64?"

'aterial Properties

Thi!kne

CFRP - Aslan 200

concrete

E 12#000 Mpa 'lowest( f 4?"u 20$ Mpa 'lowest( C&P "ar properties db desi*nation diameter 'mm( 2 $.0  ).0 # 12.0

fc Ec f r

! M"a 2$$22 M"a 2.# M"a

9f area 'mm2( 0 $! 10

tmin 1 /2+

co%er

min. layer top trans. bot trans. tmin g

Empiri!al esign initial sele!tions *irder deck select bar dia. spacin* thickness bot. trans. db 'mm( 'mm( bar sie 'mm( /2+ 2)00 # 12.0 /2+ 2)00 # 12.0 /2+ 2)00 # 12.0

aunch 'mm( 20

3 4lan*e 'mm( #0

ds 'mm( 1# 1# 1#

trans)erse "ars ;+ re-d. bar area re-d bar 9f pick bar 9 f spacin* 'mm2/m( sie 'mm2( 'mm( !#0 # 10 200 !#0 # 10 200 !#0 # 10 200

*irder spacin* 'mm( 2)00 2)00 2)00

trans)erse "ars ;< re-d. bar area re-d bar 9f pick bar 9 f spacin* 'mm2/m( sie 'mm2( 'mm( #$) # 10 21 #$) # 10 21 #$) # 10 21


1#1.12

*irder spacin* 'm(

moment Ms 'k
k deck t 'mm(


2.) 2.) 2.)

#2.2 #2.2 #2.2

1&! 1&! 1&!

12.1 12.1 12.1

).!1$ ).!1$ ).!1$

#.1 #.1 #.1

2.2 2.2 2.2

+ + +

1.0 1.0 1.0

"ottom trans)erse "ars cracked section properties


h2 'mm( 1!1 1!0 1#

bar sie # # #

h1 'mm( 110 10) 10&

spacin* 'mm( 1! 1&0 1!0

h2/h1 'mm( 1.# 1.# 1.#

area 9f 'mm2( !! $& &22

d 'mm( 1# 1# 1#

db 'mm( 12.0 12.0 12.0

crack width calculations =7= dc f 4?" f 4?",max 'mm( 'M"a( 'Mpa( +26 /6.* #1 +*4 /6.* #1 52 /6.* #1

ρ

0.00## 0.00# 0.00!#

modular E 4?" ratio 'M"a( n 12#000 #.& 12#000 #.& 12#000 #.&

kb 0. 0. 0.

k 0.12 0.1) 0.200

w 'mm( /.6 .40 .2/

top trans)erse "ars cracked section properties


h2 'mm( 20# 202 1))

bar sie # # #

h1 'mm( 1$ 1$1 1!

esign Summary

spacin* 'mm( 1&! 1!0 12!

h2/h1 'mm( 1. 1. 1.

area 9f 'mm2( $1) &22 $$

d 'mm( 200 1)# 1)#

db 'mm( 12.0 12.0 12.0

crack width calculations =7= dc f 4?" f 4?",max 'mm( 'M"a( 'Mpa( 65 /6.* #1 6/0 /6.* #1 *54 /6.* #1

ρ

0.001 0.00& 0.00#!


kb 0. 0. 0.

k 0.1!$ 0.1&0 0.1#

w 'mm( .+5 . .6*

7ption  >ll C&P ?einforcement Airder =pacin* 'mm( 2)00 2)00 2)00


64?" Top Trans. =ie =pacin* 'mm( # 1&! # 1!0 # 12!

64?" Top (ong. =ie =pacin* 'mm( # 22! # 22! # 22!

64?" 8ottom (ong. =ie =pacin* 'mm( # 22! # 22! # 22!

64 8ottom =ie # # #

s (imits mm

top, ct bottom, cb

! !

mm mm

eparation

!!

mm

ar dia. + ar dia. +

12.0 12.0

mm mm

eometry 1

1#)

mm

"ottom reinfor!ement layer ds 3E&P= pick bar actual spacin*, s 9f pick bar 'mm( 'mm2/m( sie 1! !! # 1&0 $& # 1!0 &22 # top reinfor!ement layer .6+= pick bar actual spacin*, s 9f pick bar 'mm( 'mm2/m( sie 1&! $1) # 1!0 &22 # 12! $$ #

tmin 1 Sg 3 /4 =* tmin 'mm( 'mm( 2)00 1$1 2)00 1$1 2)00 1$1

# #


longitudinal "ars ; ρ 1 .6+= bar area re-d bar pick bar actual 9 f spacin* spacin*, s 9f 'mm2( 'mm( 'mm( 'mm2/m( 10 21 22! #1 10 21 22! #1 10 21 22! #1 longitudinal "ars ;< 1 .6+= bar area re-d bar pick bar actual 9 f spacin* spacin*, s 9f 'mm2( 'mm( 'mm( 'mm2/m( 10 21 22! #1 10 21 22! #1 10 21 22! #1

00 . ./ .0

k ; of 5ruck

0.! 0.! 0.!

> 0.)) 0.)& 0.)

limit 'mm( .+ .+ .+

> 0.)# 0.)# 0.))

limit 'mm( .+ .+ .+

?" Trans. =pacin* 'mm( 1! 1&0 1!0

Cra!k idth 5op Bottom 'mm( 'mm( 0.!$ 1.0 0.## 0.) 0.2 0.&1

&P-?y"rid &einfor!ed e!k Option !. 64?" bottom trans%erse, A4?" elsewhere

'aterial Properties

Thi!kne

CFRP - Aslan 200

concrete

E 12#000 Mpa 'lowest( f 4?"u 20$ Mpa 'lowest( G&P "ar properties db desi*nation diameter 'mm( 2 $.0  ).0 # 12.0

9f area 'mm2( 0 $! 10

fc Ec f r

! M"a 2$$22 M"a 2.# M"a

tmin 1 /2+

oteC A4?" properties are taken from Option  sheet

min. layer

co%er

top trans. bot trans. tmin g

Empiri!al esign initial sele!tions *irder deck select bar dia. spacin* thickness bot. trans. db 'mm( 'mm( bar sie 'mm( /2+ 2)00 # 12.0 /2+ 2)00 # 12.0 /2+ 2)00 # 12.0

aunch 'mm( 20

3 4lan*e 'mm( #0

ds 'mm( 1# 1# 1#

C&P trans)erse "ars re-d. bar area re-d bar 9f pick bar 9 f spacin* 'mm2/m( sie 'mm2( 'mm( !#0 # 10 200 !#0 # 10 200 !#0 # 10 200

*irder spacin* 'mm( 2)00 2)00 2)00

G&P trans)erse "ars re-d. bar area re-d bar 9f pick bar 9 f spacin* 'mm2/m( sie 'mm2( 'mm( #$) $ 2! $0 #$) $ 2! $0 #$) $ 2! $0


1#1.12

*irder spacin* 'm(

moment Ms 'k
k deck t 'mm(


2.) 2.) 2.)

#2.2 #2.2 #2.2

1&! 1&! 1&!

12.1 12.1 12.1

).!1$ ).!1$ ).!1$

#.1 #.1 #.1

2.2 2.2 2.2

+ + +

1.0 1.0 1.0

C&P "ottom trans)erse "ars cracked section properties


h2 'mm( 1!1 1!0 1#

bar sie # # #

h1 'mm( 110 10) 10&

spacin* 'mm( 1! 1&0 1!0

h2/h1 'mm( 1.# 1.# 1.#

area 9f 'mm2( !! $& &22

d 'mm( 1# 1# 1#

db 'mm( 12.0 12.0 12.0

crack width calculations =7= dc f 4?" f 4?",max 'mm( 'M"a( 'Mpa( +26 /6.* #1 +*4 /6.* #1 52 /6.* #1

ρ

0.00## 0.00# 0.00!#


kb 0. 0. 0.

k 0.12 0.1) 0.200

w 'mm( /.6 .40 .2/

G&P top trans)erse "ars cracked section properties


h2 'mm( 20! 20# 202

bar sie $ $ $

h1 'mm( 1$0 1!) 1!

esign Summary

spacin* 'mm( 1&! 1!0 1!

h2/h1 'mm( 1. 1. 1.

area 9f 'mm2( 1$2) 1)00 2111

d 'mm( 200 1)0 1)0

db 'mm( 1).1 1).1 1).1

crack width calculations =7= dc f 4?" f 4?",max 'mm( 'M"a( 'Mpa( /65 /+ #! /*6 /+ #! /// /+ #!

ρ

0.001 0.0100 0.0111

E 4?" 'M"a( #200 #200 #200


kb 0. 0. 0.

k 0.1!0 0.1$# 0.1&

w 'mm( .56 .+/ .6

7ption + &P- ?y"rid ?einforcement Airder =pacin* 'mm( 2)00 2)00 2)00


A4?" Top Trans. =ie =pacin* 'mm( $ 1&! $ 1!0 $ 1!

A4?" Top (ong. =ie =pacin* 'mm( # 2&0 # 2&0 # 2&0

A4?" 8ottom (ong. =ie =pacin* 'mm( # 2&0 # 2&0 # 2&0

64 8ottom =ie # # #

s (imits mm

top, ct bottom, cb

! !

mm mm

eparation

!!

mm

1).1 12.0

mm mm

1!$.0!

mm

ar dia. + ar dia. + eometry 1

tmin 1 Sg 3 /4 =* tmin 'mm( 'mm( 2)00 1$1 2)00 1$1 2)00 1$1

$ #

A4?" 64?"

"ottom reinfor!ement layer G&P longitudinal "ars ;ρ 1 .6+= ;+ds 3E&P= pick bar actual bar area re-d bar pick bar actual spacin*, s 9f pick bar 9 f spacin* spacin*, s 9f 'mm( 'mm2/m( sie 'mm2( 'mm( 'mm( 'mm2/m( 1! !! # 12& 2&0 2&0 #$) 1&0 $& # 12& 2&0 2&0 #$) 1!0 &22 # 12& 2&0 2&0 #$) top reinfor!ement layer ;< 1 .6+= G&P longitudinal "ars ;< 1 .6+= pick bar actual bar area re-d bar pick bar actual spacin*, s 9f pick bar 9 f spacin* spacin*, s 9f 'mm( 'mm2/m( sie 'mm2( 'mm( 'mm( 'mm2/m( 1&! 1$2) # 12& 2&0 2&0 #$) 1!0 1)00 # 12& 2&0 2&0 #$) 1! 2111 # 12& 2&0 2&0 #$)

00 . ./ .0

k ; of 5ruck

0.! 0.! 0.!

> 0.)) 0.)& 0.)

limit 'mm( .+ .+ .+

> 0.)!0 0.)#! 0.)#2

limit 'mm( .+ .+ .+

?" Trans. =pacin* 'mm( 1! 1&0 1!0

Cra!k idth 5op Bottom 'mm( 'mm( 0.$ 1.0 0.!1 0.) 0.# 0.&1

Steel -&P ?y"rid &einfor!ed e!k Option $. =teel bottom layer, A4?" top layer

'aterial Properties

Thi!kne

steel

concrete

E 200000 Mpa f y #00 M"a

fc Ec f r

! M"a 2$$22 M"a 2.# M"a

tmin 1 /2+

oteC A4?" properties are taken from Option  sheet

min. layer

co%er

"ar properties

db desi*nation diameter 'mm( 10M 11.2 1!M 1$.0 20M 1).!

9s area 'mm2( 100 200 00

top trans. bot trans. tmin g

Empiri!al esign ρ 1

0.003

initial sele!tions *irder deck select bar dia. spacin* thickness bot. trans. db 'mm( 'mm( bar sie 'mm( * 2,)00 1!M 1$ * 2,)00 1!M 1$ * 2,)00 1!M 1$

aunch 'mm( 20

d 'mm( 1#2 1#2 1#2

*irder spacin* 'mm( 2,)00 2,)00 2,)00

3 4lan*e 'mm( #0

re-d. 9s pick bar 'mm2/m( sie #2$ 1!M #2$ 1!M #2$ 1!M

trans)erse " bar area re-d bar 9 s spacin* 'mm2( 'mm( 200 #$) 200 #$) 200 #$)

G&P trans)erse "ars re-d. bar area re-d bar 9f pick bar 9 f spacin* 'mm2/m( sie 'mm2( 'mm( #)& $ 2! !& #)& $ 2! !& #)& $ 2! !&


1#1.12

*irder spacin* 'm(

moment Ms 'k
k deck t 'mm(


2.) 2.) 2.)

#2.! #2.! #2.!

200 200 200

1!. 1!. 1!.

).!1$ ).!1$ ).!1$

#.& #.& #.&

2.! 2.! 2.!

+ + +

1.0 1.0 1.0

"ottom trans)er



spacin* 'mm( 2!0 2!0 22!

area 9s 'mm2( 00 00 )

d 'mm( 1#2 1#2 1#2

ρ

0.00!$ 0.00!$ 0.00$

modular E s ratio 'M"a( n 200000 &.! 200000 &.! 200000 &.!

k 0.2!2 0.2!2 0.2$

crack width calcu

h2 'mm( 1$# 1$# 1$

2.!c1 'mm( 1#! 1#! 1#!

dct h2/ 'mm( !! !! !#

lessor 'mm( !! !! !#

9ct 'mm2( 1$ 1$ 121)&

stresses crackin* =7= f w f s 'M"a( 'M"a( 1!2 #0 1!2 #0 1& $)

εsm

kb

0.001&$1 0.001&$1 0.001!)2

1 1 1

G&P top trans)erse "ars cracked section properties


h2 'mm( 20 20 22

bar sie $ $ $

h1 'mm( 1! 1! 1

esign Summary

spacin* 'mm( 200 1! 1$!

h2/h1 'mm( 1.2 1.2 1.2

area 9f 'mm2( 1#2! 1!#1 1&2&

d 'mm( 22! 21! 21!

db 'mm( 1).1 1).1 1).1

crack width calculations =7= dc f 4?" f 4?",max 'mm( 'M"a( 'Mpa( /60 /+ #! /6 /+ #! /* /+ #!

ρ

0.00$ 0.00&1 0.000

E 4?" 'M"a( #200 #200 #200


kb 0. 0. 0.

k 0.1 0.1#1 0.1#)

w 'mm( .2 .56 .+*

7ption 5 Steel-&P ?y"rid

Airder =pacin* 'mm( 2)00 2)00 2)00

8eck 5hickness 'mm( 200 200 200

A4?" Top Trans. =ie =pacin* 'mm( $ 200 $ 1! $ 1$!

?einforcement A4?" black steel Top (ong. 8ottom (ong. =ie =pacin* =ie =pacin* 'mm( 'mm( # 22! 1!M 00 # 22! 1!M 00 # 22! 1!M 00

black 8ottom =ie 1!M 1!M 1!M

s (imits mm

top, ct bottom, cb

! !0

mm mm

eparation

!!

mm

1).1 1).!

mm mm

1&.!!

mm

ar dia. + ar dia. + eometry 1

tmin 1 Sg 3 /4 =* tmin 'mm( 'mm( 2)00 1$1 2)00 1$1 2)00 1$1

$ 20M


teel "ottom reinfor!ement layer rs longitudinal "ars pick bar actual bar area re-d bar pick bar actual spacin*, s 9s pick bar 9 s spacin* spacin*, s 9s 'mm( 'mm2/m( sie 'mm2( 'mm( 'mm( 'mm2/m( 2!0 00 1!M 200 #$) 00 $$& 2!0 00 1!M 200 #$) 00 $$& 22! ) 1!M 200 #$) 00 $$& top reinfor!ement layer ;< 1 .6+= G&P longitudinal "ars ;< 1 .6+= pick bar actual bar area re-d bar pick bar actual spacin*, s 9f pick bar 9 f spacin* spacin*, s 9f 'mm( 'mm2/m( sie 'mm2( 'mm( 'mm( 'mm2/m( 200 1#2! # 12& 2!! 22! !$ 1! 1!#1 # 12& 2!! 22! !$ 1$! 1&2& # 12& 2!! 22! !$

00 . ./ .0

k ; of 5ruck

0.! 0.! 0.!

e "ars

> 0.)1$ 0.)1$ 0.)12

9b 'mm2( 200 200 200

lations

kc

ρc

0.! 0.! 0.!

0.01#$ 0.01#$ 0.01$#

> 0.)!$ 0.)! 0.)!0

limit 'mm( .+ .+ .+

db 'mm( 1$ 1$ 1$

=rm

@c

1& 1& 1&2

1.& 1.& 1.&

w 'mm( .+5 .+5 .2

limit 'mm( .*+ .*+ .*+

steel Trans. =pacin* 'mm( 2!0 2!0 22!

Cra!k idth 5op Bottom 'mm( 'mm( 0.&0 0.!$ 0.$ 0.!$ 0.!2 0.#&

E9ternally &estrained e!k Option &. A4?" crack control, steel straps

'aterial Properties

Thi!kne

GFRP - V-Rod

concrete

E #200 Mpa 'lowest( f 4?"u $00 Mpa 'lowest( G&P "ar properties db desi*nation diameter 'mm(  ).! # 12.& ! 1!.) $ 1).1  2!.#

9f area 'mm2( &1 12& 1) 2! !0&

fc Ec f r

! M"a 2$$22 M"a 2.# M"a

tmin 1 /2+ tmin g

=teel =traps E 200,000 Mpa f y #00 M"a

Empiri!al esign

*irder deck strap spacin* thickness spacin* 'mm( 'mm( 'mm( /2+ 1 ,200 2,)00 /2+ 1 ,200 2,)00 * 1 ,200 2,)00

Strap Sele!tion strap dimensions 9s thickness width re-d. 'mm2( 'mm( 'mm( 1&0 2! $) 1&0 2! $) 1!1# 2! $1

G&P

width 'mm( ! !! $!

esign Summary 7ption 2 E9ternally &estrained Airder =pacin* 'mm( 2,)00 2,)00 2,)00

Straps 8eck 5hickness thickness x width 'mm( 'mm( 'mm( 1&! 2! ! 1&! 2! !! 200 2! $!

spacin* 'mm( 1,200 1,200 1,200

G&P =ie =pacin* 'mm( # 00 # 00 # 00

re-d. 9s pick bar 'mm2/m( sie 2$ # 2$ # 00 #

s (imits mm eometry 1

1&!

mm

tmin 1 Sg 3 /+ =* tmin 'mm( 'mm( 2,)00 1) 2,)00 1) 2,)00 1)

ra!k Control &einfor!ement bar area re-d bar pick bar actual 9f spacin* spacin*, s 9f 'mm2( 'mm( 'mm( 'mm2/m( 12& # 00 #22 12& # 00 #22 12& #22 00 #22

=ummary of 8esi*n Options Girder Spa!ing

Option / * 6  + 5

2

8escription "la!k steel epo9y steel G&P C&P G&P3C&P G&P3steel

e9ternally restrained

Girder Spa!ing

Option / * 6  + 5

2



Girder Spa!ing

*0 8eck 5hickness 'mm( 22! 22! 1&! 1&! 1&! 200

1&!

*0

8eck 5hickness 'mm( 22! 22! 1&! 1&! 1&! 200

1&!

*0

8eck 5hickness

mm

Top Trans. =ie =pacin* 'mm( 'mm( 1!M 00 1!M 00 $ 1&! # 1&! $ 1&! $ 200

#

00

?einforcement Top (ong. 8ottom =ie =pacin* =ie 'mm( 'mm( 'mm( 1!M 00 1!M 1!M 00 1!M # 2&! # # 22! # # 2&0 # # 22! 1!M

#

00

thickness 'mm( 2!

mm

Top Trans. =ie =pacin* 'mm( 'mm( 1!M 2!0 1!M 2!0 $ 1!0 # 1!0 $ 1!0 $ 1!

#

00

?einforcement Top (ong. 8ottom =ie =pacin* =ie 'mm( 'mm( 'mm( 1!M 2!0 1!M 1!M 2!0 1!M # 2&! # # 22! # # 2&0 # # 22! 1!M

#

00

thickness 'mm( 2!

mm

Top Trans. =ie =pacin*

?einforcement Top (ong. 8ottom =ie =pacin* =ie

Option / * 6  + 5

2



'mm( 22! 22! 1&! 1&! 1&! 200

200

'mm( 1!M 1!M $ # $ $

#

'mm( 200 200 1! 12! 1! 1$!

00

'mm( 1!M 1!M # # # #

#

'mm( 200 200 2&! 22! 2&0 22!

'mm( 1!M 1!M # # # 1!M

00

thickness 'mm( 2!

(ong. =pacin* 'mm( 00 00 2&! 22! 2&0 00

=traps x width 'mm( !

(ong. =pacin* 'mm( 2!0 2!0 2&! 22! 2&0 00

=traps x width 'mm( $!

(ong. =pacin*

8ottom Trans. =ie =pacin* 'mm( 'mm( 1!M 00 1!M 00 $ 1&! # 1! # 1! 1!M 2!0

Cra!k idth 5op Bottom 'mm( 'mm( 0.#1 0.$$ 0.#) 0.&) 0.$ 1.0) 0.!$ 1.0 0.$ 1.0 0.&0 0.!$

spacin* 'mm( 1200

8ottom Trans. =ie =pacin* 'mm( 'mm( 1!M 2!0 1!M 2!0 $ 1!0 # 1&0 # 1&0 1!M 2!0

Cra!k idth 5op Bottom 'mm( 'mm( 0.0 0.# 0.$ 0.!& 0.!1 0.# 0.## 0.) 0.!1 0.) 0.$ 0.!$

spacin* 'mm( 1200

8ottom Trans. =ie =pacin*

Cra!k idth 5op Bottom

'mm( 200 200 2&! 22! 2&0 00

'mm( 1!M 1!M $ # # 1!M

=traps x width 'mm( $!

spacin* 'mm( 1200

'mm( 200 200 1! 1!0 1!0 22!

'mm( 0.21 0.2! 0.# 0.2 0.# 0.!2

'mm( 0.2 0.) 0.&0 0.&1 0.&1 0.#&

Basic 6ost database

Cost ; 3units= Component units Supply Install Total sear!h &einfor!ement !ode black steel k* D2.10 black epoxy
D2.10 D.00 D.00 D.!0 D.00 D12.00 D2.! D#.00 D!.!! D&.&! D11.!0 D1&.00 D2&.00 D0.00 D120.00 D00.00 D##0.00 D220.00 D!.00 D&.00 D&0.00 D$0.00 D#!.00 D#.00

steel bar 10M 1!M 20M

k*/m 0.&! 1.!& 2.!!

Option 6osts per =-uare Metre of Brid*e 8eck 8eck =ieC choose section 1 *irder spacin* wide by 1 m lon* area + 1 x =* m2 determine material -uantities for section determine cost for section di%ide section cost by area to *et D/m2

7ption / Steel-&einfor!ed e!k

=* 'm( 2.) 2.) 2.)

thickness 'mm( 22! 22! 22!

section area 'm2( 2.) 2.) 2.)

top trans%erse < black =ie unit cost =pacin* 'D/k*( 'mm( 1!M D2.10 00 1!M D2.10 2!0 1!M D2.10 200 bottom trans%erse < black =ie unit cost =pacin* 'D/k*( 'mm( 1!M D2.10 00 1!M D2.10 2!0 1!M D2.10 200

%olume 'm( 0.$!2! 0.$!2! 0.$!2!

Fuantity 'k*( 1!.2 1.2 22. Fuantity 'k*( 1!.2 1.2 22.

!on!rete type unit cost 'D/m( "6 D##0 "6 D##0 "6 D##0

cost D2& D2& D2&

form%ork unit cost cost 'D/m2( 120 # 120 # 120 #

reinfor!ement top lon*itudinal < cost =ie unit cost 'D/k*( D2 1!M D2.10 D 1!M D2.10 D# 1!M D2.10 bottom lon*itudinal < cost =ie unit cost 'D/k*( D2 1!M D2.10 D 1!M D2.10 D# 1!M D2.10

black =pacin* 'mm( 00 2!0 200 black =pacin* 'mm( 00 2!0 200

!on!rete type unit cost 'D/m( "6 D##0 "6 D##0 "6 D##0



7ption * Steel-&einfor!ed e!k

=* 'm( 2.) 2.) 2.)

thickness 'mm( 22! 22! 22!

top trans%erse <


epoxy

%olume 'm( 0.$!2! 0.$!2! 0.$!2!

cost D2& D2& D2&

reinfor!ement top lon*itudinal <

epoxy

=ie

unit cost 'D/k*( 1!M D.00 1!M D.00 1!M D.00 bottom trans%erse < =ie unit cost 'D/k*( 1!M D.00 1!M D.00 1!M D.00

=pacin* 'mm( 00 2!0 200 epoxy =pacin* 'mm( 00 2!0 200

Fuantity 'k*( 1!.2 1.2 22.

cost

Fuantity 'k*( 1!.2 1.2 22.

cost

D#$ D!! D$

D#$ D!! D$

=ie

unit cost 'D/k*( 1!M D.00 1!M D.00 1!M D.00 bottom lon*itudinal < =ie unit cost 'D/k*( 1!M D.00 1!M D.00 1!M D.00

=pacin* 'mm( 00 2!0 200 epoxy =pacin* 'mm( 00 2!0 200


7ption 6 G&P-&einfor!ed e!k

=* 'm( 2.) 2.) 2.)

thickness 'mm( 1&! 1&! 1&!

top trans%erse < =ie unit cost 'D/m( $ D&.&! $ D&.&! $ D&.&! bottom trans%erse < =ie unit cost 'D/m( $ D&.&! $ D&.&! $ D&.&!


A4?" =pacin* 'mm( 1&! 1!0 1! A4?" =pacin* 'mm( 1&! 1!0 1!

!on!rete %olume type unit cost 'm( 'D/m( 0.!0&! normal D220 0.!0&! normal D220 0.!0&! normal D220

Fuantity 'm( 1$.$ 1). 21.! Fuantity 'm( 1$.$ 1). 21.!

cost D112 D112 D112

reinfor!ement top lon*itudinal < cost =ie unit cost 'D/m( D12 # D#.00 D1!0 # D#.00 D1$$ # D#.00 bottom lon*itudinal < cost =ie unit cost 'D/m( D12 # D#.00 D1!0 # D#.00 D1$$ # D#.00


A4?" =pacin* 'mm( 2&! 2&! 2&! A4?" =pacin* 'mm( 2&! 2&! 2&!

Fuantity 'm( 10.! 10.! 10.! Fuantity 'm( 10.! 10.! 10.!

7ption  C&P-&einfor!ed e!k

=* 'm( 2.) 2.) 2.)




cost D112 D112 D112


top trans%erse < =ie unit cost 'D/m( # D2&.00 # D2&.00 # D2&.00 bottom trans%erse < =ie unit cost 'D/m( # D2&.00 # D2&.00 # D2&.00

64?" =pacin* 'mm( 1&! 1!0 12! 64?" =pacin* 'mm( 1! 1&0 1!0

Fuantity 'm( 1$.$ 1). 2.2 Fuantity 'm( 1!.& 1&.1 1).

reinfor!ement top lon*itudinal < cost =ie unit cost 'D/m( D##& # D2&.00 D!22 # D2&.00 D$2$ # D2&.00 bottom lon*itudinal < cost =ie unit cost 'D/m( D#2 # D2&.00 D#$1 # D2&.00 D!22 # D2&.00

64?" =pacin* 'mm( 22! 22! 22! 64?" =pacin* 'mm( 22! 22! 22!

Fuantity 'm( 12.) 12.) 12.) Fuantity 'm( 12.) 12.) 12.)

7ption + &P-?y"rid &einfor!ed e!k

=* 'm( 2.) 2.) 2.)


top trans%erse < =ie unit cost 'D/m( $ D&.&! $ D&.&! $ D&.&! bottom trans%erse < =ie unit cost 'D/m( # D2&.00 # D2&.00 # D2&.00


A4?" =pacin* 'mm( 1&! 1!0 1! 64?" =pacin* 'mm( 1! 1&0 1!0


Fuantity 'm( 1$.$ 1). 21.! Fuantity 'm( 1!.& 1&.1 1).

cost D112 D112 D112

reinfor!ement top lon*itudinal < cost =ie unit cost 'D/m( D12 # D#.00 D1!0 # D#.00 D1$$ # D#.00 bottom lon*itudinal < cost =ie unit cost 'D/m( D#2 # D#.00 D#$1 # D#.00 D!22 # D#.00


A4?" =pacin* 'mm( 2&0 2&0 2&0 A4?" =pacin* 'mm( 2&0 2&0 2&0

Fuantity 'm( 10.& 10.& 10.& Fuantity 'm( 10.& 10.& 10.&

7ption 5 Steel -&P ?y"rid &einfor!ed e!k

=* 'm( 2.) 2.)

thickness 'mm( 200 200

section area 'm2( 2.) 2.)

%olume 'm( 0.! 0.!

!on!rete type unit cost 'D/m( "6 D##0 "6 D##0

cost D2!! D2!!

form%ork unit cost cost 'D/m2( 120 # 120 #

2.)

200

top trans%erse < =ie unit cost 'D/m( $ D&.&! $ D&.&! $ D&.&! bottom trans%erse < =ie unit cost 'D/m( 1!M D2.10 1!M D2.10 1!M D2.10

2.)

A4?" =pacin* 'mm( 200 1! 1$! black =pacin* 'mm( 2!0 2!0 22!

0.!

"6

D##0

D2!!

120

#

reinfor!ement top lon*itudinal < cost =ie unit cost 'D/m( D112 # D#.00 D121 # D#.00 D1$ # D#.00 bottom lon*itudinal < cost =ie unit cost 'D/m( D 1!M D2.10 D 1!M D2.10 D#2 1!M D2.10

A4?" =pacin* 'mm( 22! 22! 22! black =pacin* 'mm( 00 00 00

%olume 'm( 0.!0&! 0.!0&! 0.!

!on!rete type unit cost 'D/m( 4?6 D00 4?6 D00 4?6 D00


Fuantity 'm( ).& ).& ).&

reinfor!ement top lon*itudinal < cost =ie unit cost 'D/m( D) # D#.00 D) # D#.00 D) # D#.00

Fuantity 'm( 1#.! 1!.& 1&.$ Fuantity 'm( 1.2 1.2 20.2

Fuantity 'm( 12.) 12.) 12.) Fuantity 'm( 1!.2 1!.2 1!.2

7ption 2 E9ternally &estrained e!k

=* 'm( 2.) 2.) 2.)

thickness 'mm( 1&! 1&! 200

top trans%erse < =ie unit cost 'D/m( # D#.00 # D#.00 # D#.00 thickness 'mm( 2! 2! 2!

width 'mm( ! !! $!


A4?" =pacin* 'mm( 00 00 00 straps =pacin* 'mm( 1200 1200 1200

Fuantity 'k*( #.1 &!.$ ).#

cost D1) D0 D!

cost D1!2 D1!2 D1&#

A4?" =pacin* 'mm( 00 00 00

Fuantity 'm( ).& ).& ).&

type asphalt asphalt asphalt

topping unit cost 'D/m2( D! D! D!

D2 D D#

D102 D102 D102

262 262 262

Option 6ost =* 5otal 'm( 'D/m2( *04 2.) 62 2.) 6* 2.)

cost D2 D D#

asphalt asphalt asphalt

sub
reinforcin* sub
cost

type

cost


cost

sub
D102 D102 D102

262 262 262

reinforcin* =* sub
cost

'm( 2.) 2.) 2.)

D#$ D!! D$

Option 6ost =* 5otal 'm( 'D/m2( 6/2 2.) 6*0 2.) 64 2.)

cost D#$ D!! D$



D#2 D#2 D#2

sub
D102 D102 D102

+5/ +5/ +5/

Option 6ost =* 5otal 'm( 'D/m2( 6// 2.) 6*5 2.) 662 2.)

cost D#2 D#2 D#2


cost

reinforcin* =* sub
cost

type

reinf* /4* */0 *26


cost

sub
D102 D102 D102

+5/ +5/ +5/

reinforcin* =* sub
cost D# D# D#

Option 6ost =* 5otal 'm( 'D/m2( 26 2.) 22* 2.) 46 2.)

cost D# D# D#



D# D# D#

D102 D102 D102

+5/ +5/ +5/

Option 6ost =* 5otal 'm( 'D/m2( /6 2.) 6 2.) 5/ 2.)

cost D# D# D#

asphalt asphalt

sub
reinforcin* =* sub
cost

type

cost

topping unit cost 'D/m2( D! D!

cost

sub
D102 D102

2+ 2+

asphalt

D!

D!2 D!2 D!2

Option 6ost =* 5otal 'm( 'D/m2( 6* 2.) 6*2 2.) 666 2.)

cost D2 D2 D2


cost D) D) D)

2+

reinforcin* =* sub
cost

type

D102


cost

sub
D102 D102 D102

5* 5* 5*

reinforcin* =* sub
search codes black epoxy *al% MM4 == clad == soild  # ! $   # 4?6 "6 normal asphalt concrete 8 o%erlay membrane "M9 none

Summary of Constru!tion Costs Airder =pacin* 'm(

/

*

*.0 *.0 *.0

*04 62 6*

6/2 6*0 64

*.0 *.0 *.0

1.00 1.00 1.00

1.0$ 1.0& 1.0)

*.0 *.0 *.0

D)) D)) D))

D)) D)) D))

*.0 *.0 *.0

D22 D2$ D

D1 D D#&

*.0 *.0 *.0

D22 D2$ D

D1 D D#&

7ption 6  + Total Cost ;3m*= 6// 26 /6 6*5 22* 6 662 46 5/ &atio of !ost %ith 7ption / 1.0# 2.#$ 1.) 1.0$ 2.!2 1.#1 1.0! 2.!) 1.## Con!rete e!k Costs ;3m*= D) D) D) D) D) D) D) D) D) Top &einfor!ement Costs ;3m*= D!) D2&# D!) D$$ D00 D$$ D&2 D$ D&2 8ottom &einfor!ement Costs ;3m*= D!) D2$$ D1$1 D$$ D2&) D1&# D&2 D00 D1)!

5 6* 6*2 666

1.0) 1.0& 1.0# D D D D!& D$0 D$! D2# D2# D2$

2 6/ 660 65+

1.01 1.10 1.1# D! D! D$0

cost temporary worksheet 1 2  # ! $ 6oncrete 8eck 6osts 'D per section area( 2&.10 2&.10 111.$! 111.$! 111.$! 2!!.20 2&.10 2&.10 111.$! 111.$! 111.$! 2!!.20 2&.10 2&.10 111.$! 111.$! 111.$! 2!!.20

& 1!2.2! 1!2.2! 1&#.00

D2& D2& D2&

$.&# &$.#) )!.$1

)1.0$ 10).2& 1$.!)

1&0.$1 1)2.02 20.$$

&)!.# &0.00 )&#.#0

1&1.) 1)2.0 20).##

1$.) 1&.0# 1&.&&

&&. &&. &&.

D$$ D10# D12

$.&# &$.#) )!.$1

)1.0$ 10).2& 1$.!)

1&0.$1 1)2.02 20.$$

&&1.2# 0.!) &0.00

#$$.21 !0.!! !$#.)$

&0.12 &0.12 &#.&

1)2.!! 02.! !&.$0

Deck Slab Bridge Design

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