Rigid Pav-AASHTO 93.xls

7/21/2019 Rigid Pav-AASHTO 93.xls

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8.55 14.93 16.18 6.289 14.930 16.176

9.78 17.53 12.41 6.688 17.531 12.408

8.73 16.99 14.03 7.016 16.993 14.033

12.21 14.24 13.46 7.435 14.242 13.465

9.52 8.26 22.16 7.575 8.262 22.156

12.70 13.01 14.26 7.585 13.006 14.262 8.53 16.90 14.85 7.764 16.903 14.850

8.58 16.84 15.10 7.784 16.844 15.099

6.69 19.44 14.50 7.973 19.445 14.501

7.78 19.70 13.19 8.332 19.704 13.186

11.66 15.50 13.58 8.531 15.498 13.584

9.75 16.15 14.87 8.551 16.146 14.870

8.63 18.24 13.91 8.581 18.239 13.913

7.97 17.88 15.00 8.631 17.880 15.000

8.71 16.30 15.97 8.631 16.295 15.966

9.17 18.03 13.84 8.691 18.030 13.844

8.69 16.42 15.94 8.711 16.425 15.937 9.23 16.03 15.87 8.731 16.026 15.867

7.58 15.18 18.41 8.731 15.179 18.408

15.77 13.81 11.86 8.771 13.814 11.860

7.02 19.74 14.84 8.791 19.744 14.840

11.31 17.71 12.63 8.870 17.711 12.628

8.33 16.82 16.49 9.020 16.824 16.495

9.05 16.29 16.44 9.050 16.285 16.445

8.87 16.42 16.59 9.169 16.425 16.594

8.73 18.12 15.15 9.229 18.119 15.149

7.44 18.35 16.37 9.488 18.349 16.365

9.59 16.86 15.71 9.518 16.863 15.707

9.80 16.77 15.61 9.588 16.774 15.608

8.77 18.22 15.24 9.747 18.219 15.239

6.29 18.40 17.56 9.767 18.398 17.561

8.79 17.25 16.26 9.777 17.252 16.256

9.49 17.32 15.66 9.797 17.322 15.658

10.99 15.66 15.83 10.993 15.658 15.827

9.02 17.71 15.88 10.993 17.711 15.877

10.99 16.82 14.82 11.312 16.824 14.820

7.57 16.66 18.69 11.661 16.664 18.687

9.77 20.55 12.81 12.209 20.551 12.807 8.63 18.95 15.57 12.697 18.947 15.568

7.76 20.76 14.68 15.767 20.760 14.681

31.106 25.674

29.940 27.269

31.026 27.707

27.707 29.083

30.418 29.940

27.269 30.33831.754 30.418

31.943 31.016

33.946 31.026

32.890 31.106

29.083 31.484

31.016 31.644

32.152 31.754

32.880 31.873

32.262 31.893

31.873 31.943

32.362 32.15231.893 32.262

33.587 32.362

25.674 32.381

34.584 32.571

30.338 32.730

33.318 32.880

32.730 32.890

33.019 32.979

33.269 33.019

34.714 33.269

32.571 33.318

32.381 33.358

33.458 33.458

35.959 33.508

33.508 33.587

32.979 33.587

31.484 33.946

33.587 34.514

31.644 34.584

35.352 34.714

33.358 35.35234.514 35.441

35.441 35.959

Single Ale!6 " 8 0.033 9 0.297

8 " 10 0.084 24 2.016

10 " 12 0.181 4 0.724

12 " 14 0.347 2 0.694

14 " 16 0.61 1 0.61

T#n$e% Ale G&'()!

24 " 26 0.627 1 0.627

26 " 28 0.852 2 1.704

28 " 30 1.13 2 2.26

30 " 32 1.47 11 16.17

32 " 34 1.87 18 33.6634 " 36 2.35 6 14.1

18 *i) EA+! -'& #ll &#/ eige$ 72.862

T&(* +'#$ #'& 1.8216

Hig 'l(%e &#n 42

+#ne i$ 12 -

S'(l$e& i$ 10 -

Sl# Ti*ne!!, D 8 in

DESIGN REQUIREMENTS

Time Constraints

An#l!i! :e&i'$ 40 e#&!

Se&;ie +i-e 25 e#&!

C(&&en T&#/

Ann(#l G&' <#e, g 4 =

G&' #'&! 95.0255

De!ign T&#/ 200,000Di&ei'n#l Di!&i(i'n #'&, DD 50 =

+#ne Di!&i(i'n #'&, D+ 90 =

De!ign ESA+, W18 15,578,436

Reliability

<eli#ili, < 90 =

S#n$#&$ >'&%#l De;i#e, ?< @MAC<O

S#n$#&$ De;i#i'n, S' 0.25

Environmental Impacts

Sell &#e 'n!#n 0.072

:'eni#l ;e&i#l &i!e, < 1.23 ine!

Ale +'#$B*i)!

T&#/E(i;#len

#'&B: 2.5 D

>(%e& '-Ale!

A 18 *i)EA+!

Selling )&'#ili 80 =

Serviceability

Fnii#l Se&;ie#ili, :' 4.5

Te&%in#l Se&;ie#ili, : 2.5

O;e&#ll De!ign Se&;ie#ili +'!!, :SF 2

Eective Modls o! Sb"rade Reaction

#avement $ayer Materials C%aracteri&ation

:CC )#;e%en )l#e$ 'n # g&#n(l#& !(#!e %#e&i#l.

:'&l#n$ Ce%en C'n&ee E 4,200,000 )!i

G&#n(l#& S(#!e E! 15,000 )!i

25,000 )!i

#CC Modls o! Rptre

le(&#l S&eng '- e :CC, S 580 )!i

Draina"e

I(#li '- $&#in#ge g''$

:e&en '- i%e 5 " 25 =

D&#in#ge 'e/ien, C$ 1.05

$oad Trans!er J<C: i ie$ :CC !'(l$e&! B10 - i$e.

J'in !)#ing i! 30 - i $'el #&!.

+'#$ &#n!-e& 'e/ien, J 2.8

$oss o! Spport

n'(n$ g&#n(l#& %#e&i#l.

G''$ $&#in#ge !!e%.

+'!! '- !())'&, +S 1

Rein!orcement !or 'ointed Concrete #avement

Seel g&#$e 60,000 )!iSeel '&*ing !&e!!, -! 45,000 )!i

&ii'n -#'&, 1.5

DE(E$)#MENT )* INITI+$ ST+GE )* + DESIGN +$TERN+TI(E

Eective Modls o! Sb"rade Reaction

T&i#l !(#!e i*ne!! 6 ine!

:&'Kee$ !l# i*ne!! 9 ine!

<'#$e$ %'$(l(!, M< 5,000 )!i

6,500 )!i

ELei;e %'$(l(! '- !(g&#$e &e#i'n, * 300 )i

C'&&ee$ -'& l'!! '- !())'&, * 105 )i

Slab T%ic,ness

Step 1.

E)ee$ !e&;ie li-e '- e 8 in !l# en !elling i! 'n!i$e&e$.

ELei;e %'$(l(! '- !(g&#$e &e#i'n, * 280 )i

Step 2.

Fnii#l &i#l )e&-'&%#ne )e&i'$ 20 e#&!Step 3.

:SF! 0.25

Step 4.

:SF& 1.75

Step 5.

All'#le (%(l#i;e &# 5,000,000 18"*i) ESA+

Step 6.

C'&&e!!)'n$ing )e&-'&%#ne )e&i'$ 22 e#&!

Step 7.

T&i#l )e&-'&%#ne )e&i'$ 21 e#&!

C'&&e!!)'n$ing )e&-'&%#ne )e&i'$ 22 e#&!

Te )#;e%en &'!! !ei'n 'n!i!! '- # 8 in

i 6 ine! '- g&#n(l#& !(#!e #n$ #

in le!! #n 1 $#. Ti! !&((&e ill &e# i! e&%in#l !e&;ie#ili in

T(!, ' '%)lee e $e!ign !&#eg, #n ';e&l# %(! e $e!igne$ '

';e& e l#! 18 e#&! '- e #n#l!i! )e&i'$.

REIN*)RCEMENT DESIGN

Sl# leng, + 30 -

Seel '&*ing !&e!!, -! 45,000 )!i&ii'n -#'&, 1.5

<e(i&e$ l'ngi($in#l !eel &ein-'&ing 0.05 =

<e(i&e$ &#n!;e&!e !eel &ein-'&ing 0.05 =

Tie -ar Desi"n

Tie #&! $i#%ee& 0.5 in

1 12 392 10 46

Mini%(% ';e&#ll leng 39 ine!

Do.el -ar Desi"n

D'el !)#ing 12 ine!

D'el leng 18 ine!

D'el $i#%ee& 1 ine!

+'ng. J'in>'.

Di!#ne ' eCl'!e! &eeE$ge, B-

M#i%(%S)#ingBine!

144 in

120 in

Be 'n$ii'n

B$& 'n$ii'n

Be 'n$ii'n

B$& 'n$ii'n

22 e#&!

K'ine$ &ein-'&e$ 'n&ee !l#

&#in#ge !!e% # &e%';e! #e&

))&'i%#el 22 e#&!.

#&& e &e%#ining 18"*i) ESA+ &#/

Rigid Pav-AASHTO 93.xls

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