deck slab bridge design

7/21/2019 Deck Slab Bridge Design

1/64

Property of ISIS Canada

Please, if you find a mistake s

Gamil Tadros

E-mail: [email protected]

e!k Sla" esign"y

#ohn $e%hookand

Gami


2/64

end the info to:

Tadros


3/64

Steel-&einfor!ed e!kOption 1. Black steel Option 2 has same area of steel

Option 2. epoxy steel but steel will be epoxy coated

'aterial Properties Thi!kness (imitssteel concrete

E 200,000Mpa !M"a

#00M"a 2$,$22 M"a

2.# M"a co%er &0 mm

"ar properties !0 mm

black 1.0

desi*nation diameter area epoxy 1.2 min. layer separation !! mm

'mm( 'mm2( others 1

10M 11.2 100 top trans. bar dia. + 1$.0 mm

1!M 1$.0 200 bot trans. bar dia. + 1$.0 mm

20M 1).! 00

20& mm

Empiri!al esign

0.003 "ottom reinfor!ement layer

initial sele!tions trans)erse "ars

*irder deck select bar dia. re-d. bar area re-d bar pick bar actual

spacin* thickness bot. trans. d pick bar spacin* spacin*, s pick bar

'mm( 'mm( bar sie 'mm( 'mm( 'mm2/m( sie 'mm2( 'mm( 'mm( 'mm2/m( sie

2,)00 **+ 1!M 1$ 1$& !01 1!M 200 )) 00 $$& 1!M

2,)00 **+ 1!M 1$ 1$& !01 1!M 200 )) 2!0 00 1!M

2,)00 **+ 1!M 1$ 1$& !01 1!M 200 )) 200 1,000 1!M

top reinfor!ement layer

trans)erse "ars

*irder re-d. bar area re-d bar pick bar actual

aunch 3 4lan*e spacin* pick bar spacin* spacin*, s pick bar

'mm( 'mm( 'mm( 'mm2/m( sie 'mm2( 'mm( 'mm( 'mm2/m( sie

20 #0 2,)00 !01 1!M 200 )) 00 $$& 1!M

2,)00 !01 1!M 200 )) 2!0 00 1!M

2,)00 !01 1!M 200 )) 200 1,000 1!M

Cra!k idth Che!kdead load 5ruck 67

wheel load 1#1.12 k li)e concrete 2#.! k/m 879

load asphalt 20 k/m :heel

*irder moment deck crackin* wheel deck asphalt 4actor

spacin* t udl thickness udl

'm( 'k


4/64

2.) #2.) 22! 20.0 ).! !.! 2.) + 1.0 0.!

2.) #2.) 22! 20.0 ).! !.! 2.) + 1.0 0.!

"ottom trans)erse "ars

cracked section properties*irder area modular

spacin* bar spacin* d ratio

'm( sie 'mm( 'mm2( 'mm( 'M"a( n k > 'mm2(

2.) 1!M 00 $$& 1$& 0.00#0 200,000 &.! 0.21& 0.)2 200

2.) 1!M 2!0 00 1$& 0.00# 200,000 &.! 0.2! 0.)22 200

2.) 1!M 200 1,000 1$& 0.00$0 200,000 &.! 0.2! 0.)1# 200

crack width calculations

stresses

crackin* =7=

lessor

'mm( 'mm( 'mm( 'mm( 'mm2( 'M"a( 'M"a( 'mm(

1) 1#! $ $ 1,0 1) #1$ 0.001$2) 1.0 0.! 0.010$ 1$ 1$ 1#! $2 $2 1!,## 1$2 #) 0.001$$ 1.0 0.! 0.012) 1$

12 1#! $1 $1 12,12# 11 21 0.001102 1.0 0.! 0.01$! 1$

top trans)erse "ars

cracked section properties

*irder area modular


'm( sie 'mm( 'mm2( 'mm( 'M"a( n k > 'mm2(

2.) 1!M 00 $$& 20& 0.002 200,000 &.! 0.1)& 0.)# 200

2.) 1!M 2!0 00 20& 0.00) 200,000 &.! 0.21# 0.)2) 200

2.) 1!M 200 1000 20& 0.00# 200,000 &.! 0.2$ 0.)21 200


stresses

crackin* =7=

lessor

'mm( 'mm( 'mm( 'mm( 'mm2( 'M"a( 'M"a( 'mm(

2## #! 1 #! 1,!00 1!! 0.0010! 1.0 0.! 0.01# 1$

2#1 #! 0 #! 11,2!0 10 2&) 0.0010)# 1.0 0.! 0.01& 1$

2$ #! &) #! ),000 10! 22! 0.0002 1.0 0.! 0.0222 1$

esign Summary

7ption / 8la!k Steel?einforcement

9s Es 9b

dct

h2 2.!c1 h2/ 9ct fw fs sm kb kc c db

9s Es 9b

dct

h2 2.!c1 h2/ 9ct fw fs sm kb kc c db

A B C D E F G H I J K L

49

50

51

52

53

5455

56

57

58

59

60

61

62

63

64

65

66

67

6869

70

71

72

73

74

75

76

77

78

79

80

81

8283

84

85

86

87

88

89

90

91

92

93

94

95

96

97


5/64

black steel black steel black steel black steel

Airder 8eck Top Trans. Top (ong. 8ottom (ong. 8ottom Trans. Cra!k idth

=pacin* 5hickness =ie =pacin* =ie =pacin* =ie =pacin* =ie =pacin* 5op Bottom

'mm( 'mm( 'mm( 'mm( 'mm( 'mm( 'mm( 'mm(

2,)00 22! 1!M 00 1!M 00 1!M 00 1!M 00 0.#1 0.$$

2,)00 22! 1!M 2!0 1!M 2!0 1!M 2!0 1!M 2!0 0.0 0.#2,)00 22! 1!M 200 1!M 200 1!M 200 1!M 200 0.21 0.2

7ption * Epo9y Steel?einforcement

epoxy steel epoxy steel epoxy steel epoxy steel

Airder 8eck Top Trans. Top (ong. 8ottom (ong. 8ottom Trans. Cra!k idth

=pacin* 5hickness =ie =pacin* =ie =pacin* =ie =pacin* =ie =pacin* 5op Bottom

'mm( 'mm( 'mm( 'mm( 'mm( 'mm( 'mm( 'mm(

2,)00 22! 1!M 00 1!M 00 1!M 00 1!M 00 0.#) 0.&)

2,)00 22! 1!M 2!0 1!M 2!0 1!M 2!0 1!M 2!0 0.$ 0.!&

2,)00 22! 1!M 200 1!M 200 1!M 200 1!M 200 0.2! 0.)

A B C D E F G H I J K L

98

99

100

101

102

103104

105

106

107

108

109

110

111

112

113

114

115

116


6/64

G&P-&einfor!ed e!kOption . all A4?"

'aterial Properties Thi!kne

GFRP - V-Rod concrete

E #200Mpa 'lowest( !M"a

$00Mpa 'lowest( 2$,$22 M"a

2.# M"a co%er

G&P "ar properties

desi*nation diameter area min. layer

'mm( 'mm2(

).! &1 top trans.

# 12.& 12& bot trans.

! 1!.) 1)

$ 1).1 2!

2!.# !0&

Empiri!al esign

initial sele!tions

*irder deck select bar dia. re-d. bar area re-d bar

spacin* thickness bot. trans. pick bar spacin*

'mm( 'mm( bar sie 'mm( 'mm( 'mm2/m( sie 'mm2( 'mm(

2,)00 /2+ $ 1).1 10 1!10 $ 2! 1)

2,)00 /2+ $ 1).1 10 1!10 $ 2! 1)

2,)00 /2+ $ 1).1 10 1!10 $ 2! 1)

trans)erse "ars ;ll G&P?einforcement

A4?" A4?" A4?" A4

Airder 8eck Top Trans. Top (ong. 8ottom (ong. 8ottom

=pacin* 5hickness =ie =pacin* =ie =pacin* =ie =pacin* =ie

'mm( 'mm( 'mm( 'mm( 'mm(

2,)00 1&! $ 1&! # 2&! # 2&! $

2,)00 1&! $ 1!0 # 2&! # 2&! $

2,)00 1&! $ 1! # 2&! # 2&! $


9/64

s (imits

! mm 'mm( 'mm(

! mm 2,)00 1$1

2,)00 1$1

eparation !! mm 2,)00 1$1

ar dia. + 1).1 mm $ bar sie


1$.1 mm

"ottom reinfor!ement layer

pick bar actual bar area re-d bar pick bar actual

spacin*, s pick bar spacin* spacin*, s

'mm( 'mm2/m( sie 'mm2( 'mm( 'mm( 'mm2/m(

1&! 1,$2) # 12& 2&& 2&! #$1

1!0 1,)00 # 12& 2&& 2&! #$1

1! 2,111 # 12& 2&& 2&! #$1


.6+= longitudinal "ars ;< 1 .6+=




1&! 1,$2) # 12& 2&& 2&! #$1

1!0 1,)00 # 12& 2&& 2&! #$1

1! 2,111 # 12& 2&& 2&! #$1

5ruck 67 00 k

879 .

:heel ./ ; of 5ruck

4actor .0

'k


10/64

0.!

0.!

0.!

>

0.))

0.)!

0.)2

limit

'mm(

.+

.+

.+

>0.)!0

0.)#!

0.)#2

limit

'mm(

.+

.+

.+


11/64

?"

Trans. Cra!k idth

=pacin* 5op Bottom

'mm( 'mm( 'mm(

1&! 0.$ 1.0)

1!0 0.!1 0.#

1! 0.# 0.&0


12/64


13/64


14/64


15/64

C&P-&einfor!ed e!kOption #. all 64?"


CFRP - Aslan 200 concrete

E 12#000Mpa 'lowest( !M"a

20$Mpa 'lowest( 2$$22 M"a

2.# M"a co%er

C&P "ar properties

desi*nation diameter area min. layer

'mm( 'mm2(

2 $.0 0 top trans.

).0 $! bot trans.

# 12.0 10

Empiri!al esign

initial sele!tions




2)00 /2+ # 12.0 1# !#0 # 10 200

2)00 /2+ # 12.0 1# !#0 # 10 200

2)00 /2+ # 12.0 1# !#0 # 10 200

trans)erse "ars ;ll C&P?einforcement

64?" 64?" 64?" 64




2)00 1&! # 1&! # 22! # 22! #

2)00 1&! # 1!0 # 22! # 22! #

2)00 1&! # 12! # 22! # 22! #


18/64

s (imits

! mm 'mm( 'mm(

! mm 2)00 1$1

2)00 1$1

eparation !! mm 2)00 1$1

ar dia. + 12.0 mm # bar sie

ar dia. + 12.0 mm # bar sie

1#) mm





1! !! # 10 21 22! #1

1&0 $& # 10 21 22! #1

1!0 &22 # 10 21 22! #1


.6+= longitudinal "ars ;< 1 .6+=




1&! $1) # 10 21 22! #1

1!0 &22 # 10 21 22! #1

12! $$ # 10 21 22! #1

5ruck 67 00 k

879 .

:heel ./ ; of 5ruck

4actor .0

'k


19/64

0.!

0.!

0.!

>

0.))

0.)&

0.)

limit

'mm(

.+

.+

.+

>0.)#

0.)#

0.))

limit

'mm(

.+

.+

.+


20/64

?"

Trans. Cra!k idth

=pacin* 5op Bottom

'mm( 'mm( 'mm(

1! 0.!$ 1.0

1&0 0.## 0.)

1!0 0.2 0.&1


21/64


22/64


23/64


24/64

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


CFRP - Aslan 200 concrete

E 12#000Mpa 'lowest( !M"a

20$Mpa 'lowest( 2$$22 M"a

2.# M"a co%er

G&P "ar properties

desi*nation diameter area oteC A4?" properties are min. layer

'mm( 'mm2( taken from Option sheet

2 $.0 0 top trans.

).0 $! bot trans.

# 12.0 10

Empiri!al esign

initial sele!tions




2)00 /2+ # 12.0 1# !#0 # 10 200

2)00 /2+ # 12.0 1# !#0 # 10 200

2)00 /2+ # 12.0 1# !#0 # 10 200

G&P trans)erse "ars

*irder re-d. bar area re-d bar

aunch 3 4lan*e spacin* pick bar spacin*

'mm( 'mm( 'mm( 'mm2/m( sie 'mm2( 'mm(

20 #0 2)00 #$) $ 2! $0

2)00 #$) $ 2! $0

2)00 #$) $ 2! $0

Cra!k idth Che!kdead load

wheel load 1#1.12 k li)e concrete 2.! k/m

load asphalt 20 k/m

*irder moment deck crackin* wheel deck asphalt


'm( 'k


25/64

2.) #2.2 1&! 12.1 ).!1$ #.1 2.2 + 1.0

2.) #2.2 1&! 12.1 ).!1$ #.1 2.2 + 1.0

2.) #2.2 1&! 12.1 ).!1$ #.1 2.2 + 1.0

C&P "ottom trans)erse "ars



'm( sie 'mm( 'mm2( 'mm( 'M"a( n k

2.) # 1! !! 1# 0.00## 12#000 #.& 0.12

2.) # 1&0 $& 1# 0.00# 12#000 #.& 0.1)

2.) # 1!0 &22 1# 0.00!# 12#000 #.& 0.200


=7= w

'mm( 'mm( 'mm( 'mm( 'mm( 'M"a( 'Mpa( 'mm(

1!1 110 1.# 12.0 #1 +26 /6.* 0. /.6

1!0 10) 1.# 12.0 #1 +*4 /6.* 0. .40

1# 10& 1.# 12.0 #1 52 /6.* 0. .2/

G&P top trans)erse "ars


*irder area modular


'm( sie 'mm( 'mm2( 'mm( 'M"a( n k2.) $ 1&! 1$2) 200 0.001 #200 1.$ 0.1!0

2.) $ 1!0 1)00 1)0 0.0100 #200 1.$ 0.1$#

2.) $ 1! 2111 1)0 0.0111 #200 1.$ 0.1&


=7=

w


20! 1$0 1. 1).1 #! /65 /+ 0. .56

20# 1!) 1. 1).1 #! /*6 /+ 0. .+/

202 1! 1. 1).1 #! /// /+ 0. .6

esign Summary

9f E4?"

h2 h1 h2/h1 db dc f4?" f4?",max kb

9f E4?"



26/64

7ption + &P- ?y"rid?einforcement

A4?" A4?" A4?" 64




2)00 1&! $ 1&! # 2&0 # 2&0 #

2)00 1&! $ 1!0 # 2&0 # 2&0 #

2)00 1&! $ 1! # 2&0 # 2&0 #


27/64

s (imits

! mm 'mm( 'mm(

! mm 2)00 1$1

2)00 1$1


ar dia. + 1).1 mm $ A4?"

ar dia. + 12.0 mm # 64?"

1!$.0! mm





1! !! # 12& 2&0 2&0 #$)

1&0 $& # 12& 2&0 2&0 #$)

1!0 &22 # 12& 2&0 2&0 #$)


;< 1 .6+= G&P longitudinal "ars ;< 1 .6+=




1&! 1$2) # 12& 2&0 2&0 #$)

1!0 1)00 # 12& 2&0 2&0 #$)

1! 2111 # 12& 2&0 2&0 #$)

5ruck 67 00 k

879 .

:heel ./ ; of 5ruck

4actor .0

'k


28/64

0.!

0.!

0.!

>

0.))

0.)&

0.)

limit

'mm(

.+

.+

.+

>0.)!0

0.)#!

0.)#2

limit

'mm(

.+

.+

.+


29/64

?"

Trans. Cra!k idth

=pacin* 5op Bottom

'mm( 'mm( 'mm(

1! 0.$ 1.0

1&0 0.!1 0.)

1!0 0.# 0.&1


30/64


31/64


32/64


33/64

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


steel concrete

E 200000Mpa !M"a

#00M"a 2$$22 M"a

2.# M"a co%er

"ar properties

desi*nation diameter area oteC A4?" properties are min. layer

'mm( 'mm2( taken from Option sheet

10M 11.2 100 top trans.

1!M 1$.0 200 bot trans.

20M 1).! 00

Empiri!al esign

0.003

initial sele!tions trans)erse "


spacin* thickness bot. trans. d pick bar spacin*


2,)00 * 1!M 1$ 1#2 #2$ 1!M 200 #$)

2,)00 * 1!M 1$ 1#2 #2$ 1!M 200 #$)

2,)00 * 1!M 1$ 1#2 #2$ 1!M 200 #$)

G&P trans)erse "ars

*irder re-d. bar area re-d bar

aunch 3 4lan*e spacin* pick bar spacin*

'mm( 'mm( 'mm( 'mm2/m( sie 'mm2( 'mm(

20 #0 2,)00 #)& $ 2! !&

2,)00 #)& $ 2! !&

2,)00 #)& $ 2! !&

Cra!k idth Che!kdead load

wheel load 1#1.12 k li)e concrete 2.! k/m

load asphalt 20 k/m

*irder moment deck crackin* wheel deck asphalt


'm( 'k


34/64

2.) #2.! 200 1!. ).!1$ #.& 2.! + 1.0

2.) #2.! 200 1!. ).!1$ #.& 2.! + 1.0

2.) #2.! 200 1!. ).!1$ #.& 2.! + 1.0

"ottom trans)er



'm( sie 'mm( 'mm2( 'mm( 'M"a( n k

2.) 1!M 2!0 00 1#2 0.00!$ 200000 &.! 0.2!2

2.) 1!M 2!0 00 1#2 0.00!$ 200000 &.! 0.2!2

2.) 1!M 22! ) 1#2 0.00$ 200000 &.! 0.2$

crack width calcu

stresses

crackin* =7=lessor

'mm( 'mm( 'mm( 'mm( 'mm2( 'M"a( 'M"a(

1$# 1#! !! !! 1$ 1!2 #0 0.001&$1 1

1$# 1#! !! !! 1$ 1!2 #0 0.001&$1 1

1$ 1#! !# !# 121)& 1& $) 0.001!)2 1

G&P top trans)erse "ars


*irder area modular


'm( sie 'mm( 'mm2( 'mm( 'M"a( n k2.) $ 200 1#2! 22! 0.00$ #200 1.$ 0.1

2.) $ 1! 1!#1 21! 0.00&1 #200 1.$ 0.1#1

2.) $ 1$! 1&2& 21! 0.000 #200 1.$ 0.1#)


=7=

w


20 1! 1.2 1).1 #! /60 /+ 0. .2

20 1! 1.2 1).1 #! /6 /+ 0. .56

22 1 1.2 1).1 #! /* /+ 0. .+*

esign Summary

9s Es

dcth2 2.!c1 h2/ 9ct fw fs sm kb

9f E4?"



35/64

7ption 5 Steel-&P ?y"rid?einforcement

A4?" A4?" black steel black




2)00 200 $ 200 # 22! 1!M 00 1!M

2)00 200 $ 1! # 22! 1!M 00 1!M

2)00 200 $ 1$! # 22! 1!M 00 1!M


36/64

s (imits

! mm 'mm( 'mm(

!0 mm 2)00 1$1

2)00 1$1



ar dia. + 1).! mm 20M bar sie

1&.!! mm

teel "ottom reinfor!ement layer

rs longitudinal "ars




2!0 00 1!M 200 #$) 00 $$&

2!0 00 1!M 200 #$) 00 $$&

22! ) 1!M 200 #$) 00 $$&


;< 1 .6+= G&P longitudinal "ars ;< 1 .6+=




200 1#2! # 12& 2!! 22! !$

1! 1!#1 # 12& 2!! 22! !$

1$! 1&2& # 12& 2!! 22! !$

5ruck 67 00 k

879 .

:heel ./ ; of 5ruck

4actor .0

'k


37/64

0.!

0.!

0.!

e "ars

> 'mm2(

0.)1$ 200

0.)1$ 200

0.)12 200

lations

w limit

'mm( 'mm( 'mm(

0.! 0.01#$ 1$ 1& 1.& .+5 .*+

0.! 0.01#$ 1$ 1& 1.& .+5 .*+

0.! 0.01$# 1$ 1&2 1.& .2 .*+

>0.)!$

0.)!

0.)!0

limit

'mm(

.+

.+

.+

9b

kc c db =rm @c


38/64

steel

Trans. Cra!k idth

=pacin* 5op Bottom

'mm( 'mm( 'mm(

2!0 0.&0 0.!$

2!0 0.$ 0.!$

22! 0.!2 0.#&


39/64


40/64


41/64


42/64

E9ternally &estrained e!kOption &. A4?" crack control, steel straps


GFRP - V-Rod concrete

E #200Mpa 'lowest( !M"a

$00Mpa 'lowest( 2$$22 M"a

2.# M"a

G&P "ar properties

=teel =traps

desi*nation diameter area

'mm( 'mm2( E 200,000Mpa

).! &1 #00M"a

# 12.& 12&

! 1!.) 1)

$ 1).1 2!

2!.# !0&

Empiri!al esign

Strap Sele!tion G&P

*irder deck strap strap dimensions re-d.

spacin* thickness spacin* 9s thickness width re-d. width pick bar

'mm( 'mm( 'mm( 'mm2( 'mm( 'mm( 'mm( 'mm2/m( sie

2,)00 /2+ 1 ,200 1&0 2! $) ! 2$ #

2,)00 /2+ 1 ,200 1&0 2! $) !! 2$ #

2,)00 * 1 ,200 1!1# 2! $1 $! 00 #

esign Summary

7ption 2 E9ternally &estrained

Airder 8eck Straps G&P

=pacin* 5hickness thickness x width spacin* =ie =pacin*

'mm( 'mm( 'mm( 'mm( 'mm( 'mm(

2,)00 1&! 2! ! 1,200 # 00

2,)00 1&! 2! !! 1,200 # 00

2,)00 200 2! $! 1,200 # 00

fc tmin1 /2+

f4?"u Ec

fr tming

db 9f

fy

9s


43/64

s (imits

1&! mm 'mm( 'mm(

2,)00 1)

2,)00 1)

2,)00 1)

ra!k Control &einfor!ement

bar area re-d bar pick bar actual

spacin* spacin*, s

'mm2( 'mm( 'mm( 'mm2/m(

12& # 00 #22

12& # 00 #22

12& #22 00 #22

mm tmin1 Sg3 /+

=* tmin

eometry 1

9f 9f


44/64

=ummary of 8esi*n Options

Girder Spa!ing *0 mm

?einforcement8eck Top Trans. Top (ong. 8ottom

5hickness =ie =pacin* =ie =pacin* =ie

Option 8escription 'mm( 'mm( 'mm( 'mm( 'mm( 'mm(

/ "la!k steel 22! 1!M 00 1!M 00 1!M

* epo9y steel 22! 1!M 00 1!M 00 1!M

6 G&P 1&! $ 1&! # 2&! #

C&P 1&! # 1&! # 22! #

+ G&P3C&P 1&! $ 1&! # 2&0 #

5 G&P3steel 200 $ 200 # 22! 1!M

thickness'mm(

2 e9ternally restrained 1&! # 00 # 00 2!


?einforcement

8eck Top Trans. Top (ong. 8ottom


Option 8escription 'mm( 'mm( 'mm( 'mm( 'mm( 'mm(/ "la!k steel 22! 1!M 2!0 1!M 2!0 1!M

* epo9y steel 22! 1!M 2!0 1!M 2!0 1!M

6 G&P 1&! $ 1!0 # 2&! #

C&P 1&! # 1!0 # 22! #

+ G&P3C&P 1&! $ 1!0 # 2&0 #

5 G&P3steel 200 $ 1! # 22! 1!M

thickness

'mm(

2 e9ternally restrained 1&! # 00 # 00 2!


?einforcement

8eck Top Trans. Top (ong. 8ottom



45/64

Option 8escription 'mm( 'mm( 'mm( 'mm( 'mm( 'mm(

/ "la!k steel 22! 1!M 200 1!M 200 1!M

* epo9y steel 22! 1!M 200 1!M 200 1!M

6 G&P 1&! $ 1! # 2&! #

C&P 1&! # 12! # 22! #

+ G&P3C&P 1&! $ 1! # 2&0 #

5 G&P3steel 200 $ 1$! # 22! 1!M

thickness

'mm(

2 e9ternally restrained 200 # 00 # 00 2!


46/64

(ong. 8ottom Trans. Cra!k idth

=pacin* =ie =pacin* 5op Bottom


00 1!M 00 0.#1 0.$$

00 1!M 00 0.#) 0.&)

2&! $ 1&! 0.$ 1.0)

22! # 1! 0.!$ 1.0

2&0 # 1! 0.$ 1.0

00 1!M 2!0 0.&0 0.!$

=traps

x width spacin*'mm( 'mm(

! 1200



'mm( 'mm( 'mm( 'mm( 'mm(2!0 1!M 2!0 0.0 0.#

2!0 1!M 2!0 0.$ 0.!&

2&! $ 1!0 0.!1 0.#

22! # 1&0 0.## 0.)

2&0 # 1&0 0.!1 0.)

00 1!M 2!0 0.$ 0.!$

=traps

x width spacin*

'mm( 'mm(

$! 1200




47/64


200 1!M 200 0.21 0.2

200 1!M 200 0.2! 0.)

2&! $ 1! 0.# 0.&0

22! # 1!0 0.2 0.&1

2&0 # 1!0 0.# 0.&1

00 1!M 22! 0.!2 0.#&

=traps

x width spacin*

'mm( 'mm(

$! 1200


48/64

Basic 6ost database

Cost ; 3units=

Component units Supply Install Total sear!h

&einfor!ement !ode

black steel k* D2.10 black D2.10

epoxy


49/64

steel

bar k*/m

10M 0.&!

1!M 1.!&

20M 2.!!


50/64

Option 6osts per =-uare Metre of Brid*e 8eck

8eck =ieC choose section 1 *irder spacin* wide by 1 m lon*

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

section !on!rete form%ork

thickness area %olume type unit cost cost unit cost cost

'm( 'mm( 'm2( 'm( 'D/m( 'D/m2(

2.) 22! 2.) 0.$!2! "6 D##0 D2& 120 #

2.) 22! 2.) 0.$!2! "6 D##0 D2& 120 #

2.) 22! 2.) 0.$!2! "6 D##0 D2& 120 #

reinfor!ement

top trans%erse < black top lon*itudinal < black

=ie unit cost =pacin* Fuantity cost =ie unit cost =pacin* Fuantity

'D/k*( 'mm( 'k*( 'D/k*( 'mm( 'k*(

1!M D2.10 00 1!.2 D2 1!M D2.10 00 1!.2

1!M D2.10 2!0 1.2 D 1!M D2.10 2!0 1.2

1!M D2.10 200 22. D# 1!M D2.10 200 22.

bottom trans%erse < black bottom lon*itudinal < black

=ie unit cost =pacin* Fuantity cost =ie unit cost =pacin* Fuantity'D/k*( 'mm( 'k*( 'D/k*( 'mm( 'k*(

1!M D2.10 00 1!.2 D2 1!M D2.10 00 1!.2

1!M D2.10 2!0 1.2 D 1!M D2.10 2!0 1.2

1!M D2.10 200 22. D# 1!M D2.10 200 22.

7ption * Steel-&einfor!ed e!k

section !on!rete form%orkthickness area %olume type unit cost cost unit cost cost

'm( 'mm( 'm2( 'm( 'D/m( 'D/m2(

2.) 22! 2.) 0.$!2! "6 D##0 D2& 120 #

2.) 22! 2.) 0.$!2! "6 D##0 D2& 120 #

2.) 22! 2.) 0.$!2! "6 D##0 D2& 120 #

reinfor!ement

top trans%erse < epoxy top lon*itudinal < epoxy

area + 1 x =*m2

=*

=*


51/64


'D/k*( 'mm( 'k*( 'D/k*( 'mm( 'k*(

1!M D.00 00 1!.2 D#$ 1!M D.00 00 1!.2

1!M D.00 2!0 1.2 D!! 1!M D.00 2!0 1.2

1!M D.00 200 22. D$ 1!M D.00 200 22.

bottom trans%erse < epoxy bottom lon*itudinal < epoxy

=ie unit cost =pacin* Fuantity cost =ie unit cost =pacin* Fuantity'D/k*( 'mm( 'k*( 'D/k*( 'mm( 'k*(

1!M D.00 00 1!.2 D#$ 1!M D.00 00 1!.2

1!M D.00 2!0 1.2 D!! 1!M D.00 2!0 1.2

1!M D.00 200 22. D$ 1!M D.00 200 22.

7ption 6 G&P-&einfor!ed e!k


thickness area %olume type unit cost cost unit cost cost'm( 'mm( 'm2( 'm( 'D/m( 'D/m2(

2.) 1&! 2.) 0.!0&! normal D220 D112 120 #

2.) 1&! 2.) 0.!0&! normal D220 D112 120 #

2.) 1&! 2.) 0.!0&! normal D220 D112 120 #

reinfor!ement

top trans%erse < A4?" top lon*itudinal < A4?"


'D/m( 'mm( 'm( 'D/m( 'mm( 'm(

$ D&.&! 1&! 1$.$ D12 # D#.00 2&! 10.!

$ D&.&! 1!0 1). D1!0 # D#.00 2&! 10.!

$ D&.&! 1! 21.! D1$$ # D#.00 2&! 10.!

bottom trans%erse < A4?" bottom lon*itudinal < A4?"


'D/m( 'mm( 'm( 'D/m( 'mm( 'm(

$ D&.&! 1&! 1$.$ D12 # D#.00 2&! 10.!

$ D&.&! 1!0 1). D1!0 # D#.00 2&! 10.!

$ D&.&! 1! 21.! D1$$ # D#.00 2&! 10.!

7ption C&P-&einfor!ed e!k



'm( 'mm( 'm2( 'm( 'D/m( 'D/m2(

2.) 1&! 2.) 0.!0&! normal D220 D112 120 #

2.) 1&! 2.) 0.!0&! normal D220 D112 120 #

2.) 1&! 2.) 0.!0&! normal D220 D112 120 #

=*

=*


52/64

reinfor!ement

top trans%erse < 64?" top lon*itudinal < 64?"


'D/m( 'mm( 'm( 'D/m( 'mm( 'm(

# D2&.00 1&! 1$.$ D##& # D2&.00 22! 12.)

# D2&.00 1!0 1). D!22 # D2&.00 22! 12.)

# D2&.00 12! 2.2 D$2$ # D2&.00 22! 12.)bottom trans%erse < 64?" bottom lon*itudinal < 64?"


'D/m( 'mm( 'm( 'D/m( 'mm( 'm(

# D2&.00 1! 1!.& D#2 # D2&.00 22! 12.)

# D2&.00 1&0 1&.1 D#$1 # D2&.00 22! 12.)

# D2&.00 1!0 1). D!22 # D2&.00 22! 12.)

7ption + &P-?y"rid &einfor!ed e!k



'm( 'mm( 'm2( 'm( 'D/m( 'D/m2(

2.) 1&! 2.) 0.!0&! normal D220 D112 120 #

2.) 1&! 2.) 0.!0&! normal D220 D112 120 #

2.) 1&! 2.) 0.!0&! normal D220 D112 120 #

reinfor!ement



'D/m( 'mm( 'm( 'D/m( 'mm( 'm(

$ D&.&! 1&! 1$.$ D12 # D#.00 2&0 10.&

$ D&.&! 1!0 1). D1!0 # D#.00 2&0 10.&

$ D&.&! 1! 21.! D1$$ # D#.00 2&0 10.&

bottom trans%erse < 64?" bottom lon*itudinal < A4?"


'D/m( 'mm( 'm( 'D/m( 'mm( 'm(

# D2&.00 1! 1!.& D#2 # D#.00 2&0 10.&

# D2&.00 1&0 1&.1 D#$1 # D#.00 2&0 10.&

# D2&.00 1!0 1). D!22 # D#.00 2&0 10.&

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



'm( 'mm( 'm2( 'm( 'D/m( 'D/m2(

2.) 200 2.) 0.! "6 D##0 D2!! 120 #

2.) 200 2.) 0.! "6 D##0 D2!! 120 #

=*

=*


53/64

2.) 200 2.) 0.! "6 D##0 D2!! 120 #

reinfor!ement



'D/m( 'mm( 'm( 'D/m( 'mm( 'm(

$ D&.&! 200 1#.! D112 # D#.00 22! 12.)$ D&.&! 1! 1!.& D121 # D#.00 22! 12.)

$ D&.&! 1$! 1&.$ D1$ # D#.00 22! 12.)

bottom trans%erse < black bottom lon*itudinal < black


'D/m( 'mm( 'm( 'D/m( 'mm( 'm(

1!M D2.10 2!0 1.2 D 1!M D2.10 00 1!.2

1!M D2.10 2!0 1.2 D 1!M D2.10 00 1!.2

1!M D2.10 22! 20.2 D#2 1!M D2.10 00 1!.2

7ption 2 E9ternally &estrained e!k



'm( 'mm( 'm2( 'm( 'D/m( 'D/m2(

2.) 1&! 2.) 0.!0&! 4?6 D00 D1!2 120 #

2.) 1&! 2.) 0.!0&! 4?6 D00 D1!2 120 #

2.) 200 2.) 0.! 4?6 D00 D1 120 #

reinfor!ement



'D/m( 'mm( 'm( 'D/m( 'mm( 'm(

# D#.00 00 ).& D) # D#.00 00 ).&

# D#.00 00 ).& D) # D#.00 00 ).&

# D#.00 00 ).& D) # D#.00 00 ).&

straps

thickness width =pacin* Fuantity cost

'mm( 'mm( 'mm( 'k*(

2! ! 1200 #.1 D1)

2! !! 1200 &!.$ D0

2! $! 1200 ).# D!

=*


54/64

topping sub


55/64

cost 'm( reinf*

2.) /4*

D#$ 2.) */0

D!! 2.) *26

D$

Option 6ost

cost 5otal'm( 'D/m2(

D#$ 2.) 6/2

D!! 2.) 6*0

D$ 2.) 64

topping sub


56/64

reinforcin*

sub


57/64

asphalt D! D102 2+

reinforcin*

sub


58/64

search

codes

black

epoxy

*al%

MM4

== clad

== soild

#

!

$

#

4?6

"6

normal

asphalt

concrete

8 o%erlay

membrane

"M9

none


59/64


60/64


61/64


62/64

Summary of Constru!tion Costs7ption

Airder =pacin* 'm( / * 6 + 5

Total Cost ;3m*=

*.0 *04 6/2 6// 26 /6 6*

*.0 62 6*0 6*5 22* 6 6*2

*.0 6* 64 662 46 5/ 666

&atio of !ost %ith 7ption /

*.0 1.00 1.0$ 1.0# 2.#$ 1.) 1.0)

*.0 1.00 1.0& 1.0$ 2.!2 1.#1 1.0&

*.0 1.00 1.0) 1.0! 2.!) 1.## 1.0#

Con!rete e!k Costs ;3m*=*.0 D)) D)) D) D) D) D

*.0 D)) D)) D) D) D) D

*.0 D)) D)) D) D) D) D

Top &einfor!ement Costs ;3m*=

*.0 D22 D1 D!) D2 D!) D!&

*.0 D2$ D D$$ D00 D$$ D$0

*.0 D D#& D&2 D$ D&2 D$!

8ottom &einfor!ement Costs ;3m*=

*.0 D22 D1 D!) D2$$ D1$1 D2#

*.0 D2$ D D$$ D2&) D1 D2#

*.0 D D#& D&2 D00 D1)! D2$


63/64

2

6/

660

65+

1.01

1.10 cost temporary worksheet

1.1# 1 2 # ! $ &

6oncrete 8eck 6osts 'D per section area(D! 2&.10 2&.10 111.$! 111.$! 111.$! 2!!.20 1!2.2!

D! 2&.10 2&.10 111.$! 111.$! 111.$! 2!!.20 1!2.2!

D$0 2&.10 2&.10 111.$! 111.$! 111.$! 2!!.20 1.00

D2& $. )1.0$ 1&0.$1 &)!.# 1&1.) 1$.) &&.

D2& &$.#) 10).2& 1)2.02 &0.00 1)2.0 1&.0# &&.

D2& )!.$1 1$.!) 20.$$ ).#0 20).## 1&.&& &&.

D$$ $. )1.0$ 1&0.$1 &&1.2# #$$.21 &0.12 1)2.!!

D10# &$.#) 10).2& 1)2.02 0.!) !0.!! &0.12 02.!

D12 )!.$1 1$.!) 20.$$ &0.00 !$#.)$ .& !&.$0


64/64

section

area2.)

2.)

2.)

deck slab bridge design

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