Engineering Progress

8/19/2019 Engineering Progress

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DXW - 23RB01 Detailed DesignDesign Items/Task list

Detailed Design - Rev A Design Checker eri!er

Item Descri%ti#n &eth#d#l#g' Res#(rce Date ) *tat(s Res#(rce Date ) *tat(s Res#(rce Date ) *tat(s

0+0 ,.&TR

1 0.1 CAD setout CAD FP 25.03.15 100% LL LA 90%

2 0.2 CAD girder layout CAD FP 25.03.15 100% LL LA 90%

3 0.3 Estimation o le!els "#reads$eet

1+0 &.DI",

1+1 r#%erties #ading

1.1.1 De!elo#ment o #ro#erties summary &in'lude all model in#uts ie se'tion( materials( oundary 'onditions( loads et') "#reads$eet *C 25.03.15 100% LL LA +0%

5 1.2.3 Cree# "$rinage s#reads$eet "#reads$eet *C 25.03.15 100% LL LA

1.2. Di4erential settlement set'$es "#reads$eet *C 25.03.15 100% LL LA

1+3 &#del ,enerati#n

+ 1.3.1 *irder line model or $og estimation "6AAD 7AC LL LA

8 1.3.2 -01 Constru'tion staging model A"-D 7AC 25.03.15 100% LL LA

9 1.3.3 -01 Com#osite "L" s#a'e rame model &'onsidering gross un'ra'ed #ro#erties) A"-D 7AC 25.03.15 100% LL LA

10 1.3. -01 Com#osite L" s#a'e rame model &'onsidering 'ra'ed torsional sti4ness) A"-D 7AC 25.03.15 100% LL LA

11 1.3.5 -01 Foundation Loads :odel A"-D 7AC LL LA

12 1.3. -01 Pier Foundation FE :odel "6AAD 7AC LL LA

13 1.3.+ -01 Autment Foundation FE :odel "6AAD 7AC LL LA

1 1.3.8 -01 "eismi' s#a'e rame model A"-D LL 25.03.15 100% LL LA

2+0 *R*TRCTR

2+1 recast ,irders

15 2.1.1 *irder se'tion '$e's at transer "#reads$eet;A"-D LL 7AC LA

1 2.1.2 "e'tion '$e's at non/'om#osite "#reads$eet;A"-D LL 7AC LA

1+ 2.1.3 Com#osite *irder "L" se'tion '$e's "#reads$eet;A"-D LL 7AC LA

18 2.1. Com#osite *irder L" se'tion '$e's "#reads$eet;A"-D LL 7AC LA

19 2.1.5 Com#osite *irder 'ontinuity 'al's "#reads$eet;A"-D LL 7AC LA

20 2.1. Determination o *irder $ogs &non/'om#osite 'om#osite DL de=e'tions > residual $ogs) "#reads$eet;"6AAD LL 7AC LA

21 2.1.+ *irder Design A'tions "ummary "#reads$eet LL 7AC LA

22 2.1.8 *irder :a? "$ear Assessment "#reads$eet;A"-D *C 0+.0.15 100% LL LA 90%

2+2 Deck

2.2.1 De' "L" se'tion '$e's "#reads$eet

2.2.2 De' L" se'tion '$e's "#reads$eet

2.2.3 De' 'antile!er "L" se'tion '$e's "#reads$eet

2.2. De' 'antile!er L" se'tion '$e's "#reads$eet

2+3 &echanical Bearings

23 2.3.1 -earing;Pedestal si@ing "#reads$eet;Catalogues

2 2.3.2 -earing rea'tions summary "#reads$eet

25 2.3.3 -earing mo!ement summary "#reads$eet

2 2.3. -earing rotation summary "#reads$eet2+4 Dia%hragms

2+ 2..1 Dia#$ragm Design A'tions "ummary "#reads$eet

28 2..2 At Dia#$ragm "L" se'tion '$e's "#reads$eet;A"-D

29 2..3 At Dia#$ragm L" se'tion '$e's "#reads$eet;A"-D

30 2.. Pier Dia#$ragm "L" se'tion '$e's "#reads$eet;A"-D

31 2..5 Pier Dia#$ragm L" se'tion '$e's "#reads$eet;A"-D

32 2.. -earing e#la'ement Assessment "#reads$eet;A"-D

33 2..+ Early t$ermal 'ra'ing "#reads$eet;A"-D

3+0 *B*TRCTR

3+1 &#n#lithic iers

3 3.1.1 Column Design A'tions "ummary &-D3+) "#reads$eet

35 3.1.2 Column "L" se'tion '$e's "#reads$eet;A"-D

3 3.1.3 Column L" se'tion '$e's "#reads$eet;A"-D

3+ 3.1. <m#a't Assessment "#reads$eet38 3.1.5 :onolit$i' Pier "eismi' Assessment &AA"6B) "#reads$eet 25.03.15 100%

39 3.1. Column L" seismi' se'tion '$e's "#reads$eet;A"-D LL 25.03.15 100%

3+2 Bearing iers

0 3.2.1 Column Design A'tions "ummary &-D3+) "#reads$eet

1 3.2.2 Column "L" se'tion '$e's "#reads$eet;A"-D

2 3.2.3 Column L" se'tion '$e's "#reads$eet;A"-D

3 3.2. <m#a't Assessment "#reads$eet

-earing Fri'tion Assessment

3+3 A5(tments

3.3.1 Autment all "L" se'tion '$e's "#reads$eet;A"-D

5 3.3.2 Autment all L" se'tion '$e's "#reads$eet;A"-D

3.3.3 Early t$ermal 'ra'ing "#reads$eet;A"-D

3+4 6#(ndati#ns

+ 3..1 Autment s#read oundation design "#reads$eet;A"-D8 3..2 Pier s#read oundation design "#reads$eet;A"-D

9 3..3 Foundation loads "#reads$eet

50 3.. Foundation staility '$e's "#reads$eet

51 3..5 Early t$ermal 'ra'ing "#reads$eet;A"-D

4+0 &I*CA".*

52 .1 :7 <nstallation data "#reads$eet

.2 Para#et #ara#et;de' 'onne'tion design "#reads$eeteer to "td Design Cal'ulations

.3 A##roa'$ slas "#reads$eet *enerate a##roa'$

53 . Para#et im#a't e4e't on *irders gloal stru'ture A"-D

5 .5 Cladding Details "#reads$eet

7+0 R.RT*

55 5.1 Cal'ulation oroo

8+0 *9TC:*

.1 *irder 'on'rete detailseer to "td Draings

.2 *irder reinor'ement

5 .3 *irder strand layout

5+ . De' dia#$ragm 'on'rete 80%

58 .5 Pier 'on'rete 80%

59 . Autment 'on'rete 80%

0 .+ Foundation 'on'rete 80%

1 .8 A##roa'$ sla 'on'rete 80%

2 .9 -earing s'$edule

3.10 De' dia#$ragm reinor'ement

.11 Pier reinor'ement

5.12 Autment reinor'ement

.13 Foundation reinor'ement

+.1 A##roa'$ sla reinor'ement

8 .15 Cladding Details

T.TA C.&TD 2% 0% 5%

DEC, A""E""ED AL<6A6<EL AD -1/150 6;- 6A"E"E E<FBCE:E6 -EL<EED 6B -E "FF<C<E6 A" <" 6P<CALL"ED FB B6E EGH PAC,A*E" &P25).

6A"E"E AAL"<" :A -E CB:PLE6ED A" PA6 BF B6E :- DE"<*" <F DE"<* 6<:E PE:<6"



DXW - 23RB01 Detailed DesignDesign Items/Task list

Detailed Design - Rev B Design Checker eri!er


0+0 ,.&TR



3 0.3 Estimation o le!els "#reads$eet ,6;7P 0.08.15 90% 7AC

1+0 &.DI",


1.1.1 De!elo#ment o #ro#erties summary &in'lude all model in#uts ie se'tion( materials( oundary 'onditions( loads et') "#reads$eet *C 25.03.15 100% LL LA 90%

5 1.2.3 Cree# "$rinage s#reads$eet "#reads$eet *C 25.03.15 100% LL LA 90%

1.2. Di4erential settlement set'$es "#reads$eet *C 25.03.15 100% LL LA 90%


+ 1.3.1 *irder line model or $og estimation "6AAD 7P 0.0+.15 100% LL LA

8 1.3.2 -01 Constru'tion staging model A"-D 7AC;7P 15.0.15 100% LL 15.0.15 100% LA 90%

9 1.3.3 -01 Com#osite Long 6erm s#a'e rame model &'onsidering long term 'on'rete modulus) A"-D 7AC;7P 2.0+.15 100% LL 2.0+.15 100% LA 90%

10 1.3. -01 Com#osite "L" s#a'e rame model &'onsidering gross un'ra'ed #ro#erties) A"-D 7AC;7P 15.0.15 100% LL 15.0.15 100% LA 90%

11 1.3.5 -01 Com#osite L" s#a'e rame model &'onsidering 'ra'ed torsional sti4ness) A"-D 7AC;7P 15.0.15 100% LL 15.0.15 100% LA 90%

12 1.3. -01 Foundation Loads :odel A"-D 7P;7AC 2.0.15 100% LL LA

13 1.3.+ -01 Pier Foundation FE :odel A"-D 7P LL LA

-01 Autment Foundation FE :odel "6AAD 7P Assess using $and'a

1 1.3.8 -01 "eismi' s#a'e rame model A"-D LL +5% 7P LA +5%

2+0 *R*TRCTR

2+1 recast ,irders

15 2.1.1 *irder se'tion '$e's at transer "#reads$eet;A"-D LL;7P 2.0.15 100% 7AC LA 90%

1 2.1.2 "e'tion '$e's at non/'om#osite "#reads$eet;A"-D LL;7P 2.0.15 100% 7AC LA 90% 29.0.15

1+ 2.1.3 Com#osite *irder "L" se'tion '$e's &transer =e?ure) "#reads$eet;A"-D LL;7P 2.0.15 100% 7AC LA 90% Additional eam mo

18 2.1. Com#osite *irder L" se'tion '$e's &s$ear torsion) "#reads$eet;A"-D 7AC 2.0.15 100% LL LA +5%

19 2.1.5 Com#osite *irder 'ontinuity 'al's "#reads$eet;A"-D 7P 19.0.15 100% LL LA 90%

20 2.1. Com#osite *irder 'ontinuity / earing re#la'ement assessment "#reads$eet;A"-D 7P 05.08.15 100% LL LA

21 2.1.+ Determination o *irder $ogs &non/'om#osite 'om#osite DL de=e'tions > residual $ogs) "#reads$eet;"6AAD 7P 0.0+.15 100% 7AC LA *irder strand

22 2.1.8 *irder Design A'tions "ummary "#reads$eet LL;7P 2.0.15 100% 7AC LA 90% reinor'ement

23 2.1.9 *irder :a? "$ear Assessment "#reads$eet;A"-D 7AC 2.0.15 100% LL LA 90% maru#

2+2 Deck






2 2.3.1 -earing;Pedestal si@ing "#reads$eet;Catalogues 7P

25 2.3.2 -earing rea'tions summary "#reads$eet 7P2 2.3.3 -earing mo!ement summary "#reads$eet 7P

2+ 2.3. -earing rotation summary "#reads$eet 7P

2+4 Dia%hragms

28 2..1 Dia#$ragm Design A'tions "ummary "#reads$eet 7AC;LL 0% Dia#$ragm

29 2..2 At Dia#$ragm "L" se'tion '$e's "#reads$eet;A"-D 7AC reinor'ement

30 2..3 At Dia#$ragm L" se'tion '$e's "#reads$eet;A"-D 7AC maru#

31 2.. Pier Dia#$ragm "L" se'tion '$e's "#reads$eet;A"-D 7AC

32 2..5 Pier Dia#$ragm L" se'tion '$e's "#reads$eet;A"-D 7AC

33 2.. Pier + Dia#$ragm "L" se'tion '$e's "#reads$eet;A"-D LL 0.08.15 100%

3 2..+ Pier + Dia#$ragm L" se'tion '$e's "#reads$eet;A"-D LL 0.08.15 100%

35 2..8 Piers + de=e'tion "#reads$eet;A"-D LL 0.08.15 100%

3 2..9 -earing e#la'ement Assessment "#reads$eet;A"-D 7AC;LL

3+ 2..10 Early t$ermal 'ra'ing "#reads$eet;A"-D 7AC;LL

3+0 *B*TRCTR3+1 &#n#lithic iers

38 3.1.1 Column Design A'tions "ummary &-D3+) "#reads$eet 31.0+.15 100%

39 3.1.2 Column "L" se'tion '$e's "#reads$eet;A"-D 31.0+.15 100% :onolit$i' #ier

0 3.1.3 Column L" se'tion '$e's "#reads$eet;A"-D 31.0+.15 100% reinor'ement

1 3.1. Column Collision "#reads$eet;A"-D LL +5% 90% maru#

2 3.1.5 :onolit$i' Pier "eismi' Assessment &AA"6B) "#reads$eet LL +5% 90%

3 3.1. Column L" seismi' se'tion '$e's "#reads$eet;A"-D LL +5% 90%

3+2 Bearing iers

3.2.1 Column Design A'tions "ummary &-D3+) "#reads$eet 7AC; 0+.08.15 80%

5 3.2.2 Column "L" se'tion '$e's "#reads$eet;A"-D 7AC; 0+.08.15 50% -earing #ier

3.2.3 Column L" se'tion '$e's "#reads$eet;A"-D 7AC; 0+.08.15 80% reinor'ement

+ 3.2. Column Collision "#reads$eet;A"-D 7AC; 0+.08.15 90% 80% maru#

8 3.2. -earing Fri'tion Assessment "#reads$eet;A"-D 7AC; 0+.08.15 90%

3+3 A5(tments9 3.3.1 Autment all "L" se'tion '$e's "#reads$eet;A"-D LL 10.0+.15 Autment

50 3.3.2 Autment all L" se'tion '$e's "#reads$eet;A"-D LL 10.0+.15 reinor'ement

51 3.3.3 Early t$ermal 'ra'ing "#reads$eet;A"-D 10.0+.15 maru#

52 3.3. Autment 1 all 'ollision "#reads$eet;A"-D 2.0+.15 100%

3+4 6#(ndati#ns

53 3..1 Autment s#read oundation design "#reads$eet;A"-D 7P Foundation 'on'rete

5 3..2 Pier s#read oundation design "#reads$eet;A"-D 7P reinor'ement

55 3..3 Foundation loads "#reads$eet 7AC 29.0.15 100% maru#

5 3.. Foundation staility '$e's "#reads$eet 7P 2+.0+.15 100%

5+ 3..5 Early t$ermal 'ra'ing "#reads$eet;A"-D

4+0 &I*CA".*

58 .1 :7 <nstallation data "#reads$eet ,6

59 .2 Para#et;de' 'onne'tion design "#reads$eet;A"-D LL;7AC

0 .3 Para#et design "#reads$eeteer to "td Design Cal'ulations

*enerate #ara#et st1 . A##roa'$ slas "#reads$eet *enerate a##roa'$

2 .5 Para#et im#a't e4e't on *irders gloal stru'ture A"-D LL;7AC

3 . Cladding Details "#reads$eet 7P Cladding maru#

7+0 R.RT*

5.1 Cal'ulation oroo

8+0 *9TC:*

T.TA C.&TD 58% % 29%


6A"E"E AAL"<" :A -E CB:PLE6ED A" PA6 BF B6E :- DE"<*" <F DE"<* 6<:E PE:<6"



DXW - 23RB01 Detailed Design

Design Items/Task listDetailed Design - Rev C Design Checker eri!er


0+0 ,.&TR

10.1 CAD setout CAD FP 50% LL LA

20.2 CAD girder layout CAD FP 50% LL LA

30.3 Estimation o le!els "#reads$eet 7P 11.09.15 100% LL LA

0. CAD :odel generation CAD ,A 11.09.15 100% ;LL;7P 11.09.15 100% LA 11.09.15 100%

1+0 &.DI",


51.1.1 De!elo#ment o #ro#erties summary &in'lude all model in#uts ie se'tion( materials( oundary 'onditions( loads et') "#reads$eet 7AC 50% LL LA 50%

1.2.3 Cree# "$rinage s#reads$eet "#reads$eet *C 25.03.15 100% LL LA 90%

+1.2. Di4erential settlement set'$es "#reads$eet *C 25.03.15 100% LL LA 90%

81.2.5 "eismi' "tati' load generation "#reads$eet LL


91.3.1 *irder line model or $og estimation "6AAD101.3.2 -01 Constru'tion staging model A"-D

111.3.3 -01 Com#osite Long 6erm s#a'e rame model &'onsidering long term 'on'rete modulus) A"-D

121.3. -01 Com#osite "L" s#a'e rame model &'onsidering gross un'ra'ed #ro#erties) A"-D ,A;7P; 80% 7AC;LL LA 90%

131.3.5 -01 Com#osite L" s#a'e rame model &'onsidering 'ra'ed torsional sti4ness) A"-D

11.3. -01 Foundation Loads :odel A"-D 7AC LL LA

-01 Pier Foundation FE :odel A"-D Assess all #ad ootings using

151.3.8 -01 -ored Pile Foundation :odel A"-D 7AC LL LA < ored #iles modelled into m

-01 Autment Foundation FE :odel "6AAD Assess using $and'al's

11.3.8 -01 "eismi' s#a'e rame model A"-D LL 50% 7P LA 50% -ored #iles ill need to e in

2+0 *R*TRCTR

2+1 recast ,irders

1+2.1.1 on/'om#osite *irder "L" se'tion '$e's at transer "#reads$eet;A"-D LL;7P 50% 7AC LA 50%

182.1.3 Com#osite *irder "L" se'tion '$e's &=e?ure) "#reads$eet;A"-D LL;7P 50% 7AC LA 50% Additional eam modules to '

192.1. Com#osite *irder L" se'tion '$e's &s$ear torsion) "#reads$eet;A"-D 7AC 50% LL LA 50%202.1.5 Com#osite *irder 'ontinuity 'al's "#reads$eet;A"-D 7P 50% LL LA 50%

212.1. Com#osite *irder 'ontinuity / earing re#la'ement assessment "#reads$eet;A"-D 7P 50% LL LA 50% LL

222.1.+ Determination o *irder $ogs &non/'om#osite 'om#osite DL de=e'tions > residual $ogs) "#reads$eet;"6AAD 7P 50% 7AC LA 50% *irder strand

232.1.8 *irder Design A'tions "ummary "#reads$eet LL;7P 50% 7AC LA 50% reinor'ement

22.1.9 *irder :a? "$ear Assessment "#reads$eet;A"-D 7AC 50% LL LA 50% maru#

2+2 Deck

252.2.1 6rans!erse De' Analysis "#reads$eet;"6AAD


22.3.1 -earing;Pedestal si@ing "#reads$eet;Catalogues

2+2.3.2 -earing rea'tions summary "#reads$eet

282.3.3 -earing mo!ement summary "#reads$eet

292.3. -earing rotation summary "#reads$eet

2+4 Dia%hragms LL

302..1 Dia#$ragm Design A'tions "ummary "#reads$eet Dia#$ragm312..2 At Dia#$ragm "L" se'tion '$e's "#reads$eet;A"-D reinor'ement

322..3 At Dia#$ragm L" se'tion '$e's "#reads$eet;A"-D maru#

332.. Pier Dia#$ragm "L" se'tion '$e's "#reads$eet;A"-D

32..5 Pier Dia#$ragm L" se'tion '$e's "#reads$eet;A"-D

352.. Early t$ermal 'ra'ing "#reads$eet;A"-D

32..+ Dia#$ragm L" seismi' design "#reads$eet;A"-D

3+0 *B*TRCTR

3+1 &#n#lithic iers

3+3.1.1 Column Design A'tions "ummary &-D3+) "#reads$eet LL

383.1.2 Column "L" se'tion '$e's "#reads$eet;A"-D :onolit$i' #ier

393.1.3 Column L" se'tion '$e's "#reads$eet;A"-D reinor'ement

03.1. Column Collision "#reads$eet;A"-D maru#

13.1.5 :onolit$i' Pier "eismi' Assessment &AA"6B) "#reads$eet

23.1. Column L" seismi' se'tion '$e's "#reads$eet;A"-D3+2 Bearing iers

33.2.1 Column Design A'tions "ummary &-D3+) "#reads$eet LL

3.2.2 Column "L" se'tion '$e's "#reads$eet;A"-D -earing #ier

53.2.3 Column L" se'tion '$e's "#reads$eet;A"-D reinor'ement

3.2. Column Collision "#reads$eet;A"-D maru#

+3.2. -earing Fri'tion Assessment "#reads$eet;A"-D

83.2.+ Column L" seismi' se'tion '$e's "#reads$eet;A"-D

3+3 A5(tments LL

93.3.1 Autment all "L" se'tion '$e's "#reads$eet;A"-D ,A Autment

503.3.2 Autment all L" se'tion '$e's "#reads$eet;A"-D ,A reinor'ement

513.3.3 Early t$ermal 'ra'ing "#reads$eet;A"-D ,A maru#

523.3. Autment 1 all 'ollision "#reads$eet;A"-D ,A

533.3.5 Autment L" seismi' s$ear lo' "#reads$eet;A"-D

3+4 6#(ndati#ns LL53..1 Foundation loads "#reads$eet;A"-D 7P; Foundation 'on'rete

553..2 Foundation staility '$e's "#reads$eet;A"-D 7P; reinor'ement

53..3 Autment s#read oundation design "#reads$eet;A"-D 7P; maru#

5+3.. Pier s#read oundation design "#reads$eet;A"-D 7P;

583..5 At 1 Pier 1 #ile 'a# design "#reads$eet;A"-D 7AC

593.. At 1 Pier 1 ored #ile design "#reads$eet;A"-D 7AC

03..+ Early t$ermal 'ra'ing "#reads$eet;A"-D 7P;

13..8 Foundation L" seismi' design "#reads$eet;A"-D

4+0 &I*CA".*

2.1 :7 <nstallation data "#reads$eet

3.3 Para#et &ty#e 2) design "#reads$eet eer to "td Design Cal'ulations *enerate #ara#et std design

. A##roa'$ slas "#reads$eet

5.5 Para#et im#a't e4e't on *irders gloal stru'ture A"-D

7+0 R.RT*


8+0 *9TC:*

T.TA C.&TD 1% 2% 13%






0+0 ,.&TR

10.1 CAD setout CAD FP 29.09.15 100% LL 05.10.15 100% LA 05.10.15 100%

20.2 CAD girder layout CAD FP 29.09.15 100% LL 05.10.15 100% LA 05.10.15 100%

30.3 Estimation o le!els "#reads$eet 7P 05.10.15 100% LL 12.10.15 100% LA 12.10.15 100%

0. CAD :odel generation CAD 7P;,A 05.10.15 100% LL 12.10.15 100% LA 12.10.15 100%

1+0 &.DI",


51.1.1 De!elo#ment o #ro#erties summary &in'lude all model in#uts ie se'tion( materials( oundary 'onditions( loads et') "#reads$eet ,6;AA 02.10.15 100% LL 12.10.15 100% LA 90%

1.1.2 Cree# "$rinage s#reads$eet "#reads$eet *C 25.03.15 100% LL 12.10.15 100% LA 90%

+1.1.3 Di4erential settlement set'$es "#reads$eet *C 25.03.15 100% LL 12.10.15 100% LA 90%

81.1. Collision Load generation "#reads$eet ,6;AA 02.10.15 100% LL 12.10.15 100% LA 90%

91.1.5 "eismi' "tati' load generation "#reads$eet 12.10.15 100% LL 12.10.15 100% LA 50%

1+2 &#del ,enerati#n ;RB01A B< :odel -01A- initially. -0101.2.1 -01 Com#osite "L" s#a'e rame model &'onsidering gross un'ra'ed #ro#erties) A"-D 7P;,A 13.10.15 100% LL 1.10.15 100% LA 90% o4 $old

111.2.2 -01 Com#osite L" s#a'e rame model &'onsidering 'ra'ed torsional sti4ness) A"-D

121.2.3 -01 Foundation Loads :odel A"-D 7P 13.10.15 100% LL 12.10.15 100% LA 90%

131.2. -01 Foundation B!erturning :odel A"-D 2+.10.15 100% 7P 09.11.15 100% LL 13.11.15 100%

11.2.5 -01 Pier Foundation FE :odel A"-D 7P 2+.11.15 100% LL 08.12.15 100% LA

151.2. -01 Pier 8A Foundation :odel :<DA" 08.12.15 100% LL 1.12.15 100% LA 1.12.15 100%

11.2.+ -01 Pier 1/3 Pile Ca# -ored Pile Foundation :odel "6AAD :" 08.12.15 100% LL 1.12.15 100% LA

-01 Autment Foundation FE :odel Assess using $and'al's

1+1.2.+ -01 Constru'tion staging model A"-D 7P 13.10.15 100% LL 1.10.15 100% LA 90%

181.2.8 *irder -eam Design :odels A"-D 50% Additional eam modules to '

191.2.9 *irder line model or $og estimation "6AAD 50%

201.2.10 -01 "eismi' s#a'e rame model A"-D LL; 23.10.15 100% 7P 2+.10.15 100% LA 90% -ored #iles ill need to e in

2+0 *R*TRCTR

2+1 recast ,irders212.1.1 *irder Design A'tions "ummary "#reads$eet 50% 50%

222.1.2 on/'om#osite *irder "L" se'tion '$e's at transer "#reads$eet;A"-D 50% 50%

232.1.3 Com#osite *irder "L" se'tion '$e's &=e?ure) "#reads$eet;A"-D 50% 50%

22.1. Com#osite *irder L" se'tion '$e's &s$ear torsion) "#reads$eet;A"-D 50% 50%

252.1.5 Com#osite *irder 'ontinuity 'al's "#reads$eet;A"-D 50% 50%

22.1. Com#osite *irder 'ontinuity / earing re#la'ement assessment "#reads$eet;A"-D 50% 50% LL

2+2.1.+ Determination o *irder $ogs &non/'om#osite 'om#osite DL de=e'tions > residual $ogs) "#reads$eet;"6AAD 50% 50% *irder strand

2+2 Deck reinor'ement

282.2.1 6rans!erse De' Analysis "#reads$eet;"6AAD maru#


292.3.1 -earing;Pedestal si@ing "#reads$eet;Catalogues

302.3.2 -earing rea'tions summary "#reads$eet

312.3.3 -earing mo!ement summary "#reads$eet

322.3. -earing rotation summary "#reads$eet2+4 Dia%hragms LL

332..1 Dia#$ragm Design A'tions "ummary "#reads$eet Dia#$ragm

32..2 At Dia#$ragm "L" se'tion '$e's "#reads$eet;A"-D reinor'ement

352..3 At Dia#$ragm L" se'tion '$e's "#reads$eet;A"-D maru#


3+2..5 Pier Dia#$ragm L" se'tion '$e's "#reads$eet;A"-D



3+0 *B*TRCTR

3+1 &#n#lithic iers

03.1.1 Column Design A'tions "ummary &-D3+) "#reads$eet ,A; LL

13.1.2 Column "L" se'tion '$e's "#reads$eet;A"-D ,A; :onolit$i' #ier

23.1.3 Column L" se'tion '$e's "#reads$eet;A"-D ,A; reinor'ement

33.1. Column Collision "#reads$eet;A"-D ,A; maru#3.1.5 :onolit$i' Pier "eismi' Assessment &AA"6B) "#reads$eet ,A;

53.1. Column L" seismi' se'tion '$e's "#reads$eet;A"-D ,A;

3+2 Bearing iers

3.2.1 Column Design A'tions "ummary &-D3+) "#reads$eet ,A;AA 18.12.15 100% LL 18.12.15 100% 90% LL

+3.2.2 Column "L" se'tion '$e's "#reads$eet;A"-D ,A;AA 18.12.15 100% LL 18.12.15 100% 90% -earing #ier

83.2.3 Column L" se'tion '$e's "#reads$eet;A"-D ,A;AA 18.12.15 100% LL 18.12.15 100% 90% reinor'ement

93.2. Column Collision "#reads$eet;A"-D ,A;AA 23.10.15 100% LL;7 18.12.15 100% 90% maru#

503.2. -earing Fri'tion Assessment "#reads$eet;A"-D ,A;AA 18.12.15 100% LL 18.12.15 100% 90%

3.2.+ Column L" seismi' se'tion '$e's "#reads$eet;A"-D ,A;AA

3+3 A5(tments LL

513.3.1 Autment all "L" se'tion '$e's "#reads$eet;A"-D ,A;AA 19.10.15 100% LL;7 80% LA Autment

523.3.2 Autment all L" se'tion '$e's "#reads$eet;A"-D ,A;AA 19.10.15 100% LL;7 80% LA reinor'ement

533.3.3 Early t$ermal 'ra'ing "#reads$eet;A"-D ,A;AA 19.10.15 100% LL;7 80% LA maru#

53.3. Autment 2 all 'ollision &6-C) "#reads$eet;A"-D ,A;AA LL LA

553.3.5 Autment L" seismi' s$ear lo' "#reads$eet;A"-D ,6 28.10.15 100% LL 28.10.15 100% LA

3+4 6#(ndati#ns LL

53..1 Foundation loads "#reads$eet;A"-D 7P;,6 2+.10.15 100% LL 2+.10.15 100% LA 2+.10.15 100% Foundation 'on'rete

5+3..2 Foundation staility '$e's "#reads$eet;A"-D ;7P 0.11.15 100% LL;7 10.12.15 100% LA 90% reinor'ement

583..3 Autment s#read oundation design "#reads$eet;A"-D ;7P 1+.11.15 100% LL;7 +5% LA maru#

593.. Pier + 8 s#read oundation design "#reads$eet;A"-D ;7P 08.12.15 100% LL;7 50% LA

03..5 -earing Pier s#read oundation design "#reads$eet;A"-D 7P 08.12.15 100% LL;7 +5% LA

13.. :onolit$i' Pier s#read oundation design "#reads$eet;A"-D 7P 08.12.15 100% LL;7 +5% LA

23..+ Pier 1( 2 3 #ile 'a# design "#reads$eet;A"-D :";7P 1.12.15 100% LL 1.12.15 100% LA 90%

33..8 Pier 1( 2 3 ored #ile design "#reads$eet;A"-D :";7P 30.10.15 100% LL;7 05.11.15 100% LA 90%

3..9 :onolit$i' Pier s#read oundation L" seismi' design "#reads$eet;A"-D ;7P 08.12.15 100% LL LA

53..10 Pier + 8 s#read oundation L" seismi' design "#reads$eet;A"-D ;7P 08.12.15 100% LL LA

4+0 &I*CA".*

.1 :7 <nstallation data "#reads$eet

.3 Para#et &ty#e 2) design "#reads$eet eer to "td Design Cal'ulations *enerate #ara#et std design

+. A##roa'$ slas "#reads$eet

8.5 Para#et im#a't e4e't on *irders gloal stru'ture A"-D

7+0 R.RT*

95.1 "ustru'ture Cal'ulation oroo

+05.2 "u#erstru'ture Cal'ulation oroo

8+0 *9TC:*

T.TA C.&TD 58% % 3%



r#=ect "(m5er$



0+0 ,.&TR

10.1 CAD setout CAD

20.2 CAD girder layout CAD

30.3 Estimation o le!els "#reads$eet

0. CAD :odel generation CAD

1+0 &.DI",


51.1.1 De!elo#ment o #ro#erties summary &in'lude all model in#uts ie se'tion( materials( oundary 'onditions( loads et') "#reads$eet

1.1.2 Cree# "$rinage s#reads$eet "#reads$eet

+1.1.3 Di4erential settlement set'$es "#reads$eet

81.1. Collision Load generation "#reads$eet

91.1.5 "eismi' "tati' load generation "#reads$eet

1+2 &#del ,enerati#n ;RB01A>BC<101.2.1 -01 Constru'tion staging model &"atges 1 to 3) A"-D

111.2.2 -01 Com#osite "L" s#a'e rame model &'onsidering gross un'ra'ed #ro#erties) / or li!e load in=uen'ing A"-D

121.2.3 -01 Centriugal model A"-D

131.2. -01 Com#osite L" s#a'e rame model &'onsidering 'ra'ed torsional sti4ness) / or li!e load in=ue'ing A"-D

11.2.5 -01 Collision model &uls) A"-D

151.2. -01 Foundation Loads;"taliity :odels A"-D

11.2.+ -01 eJned Pier Foundation :odel &or oundation reinor'ement design) A"-D

1+1.2.8 -01 Pier 8A Foundation :odel &or oundation reinor'ement design) :<DA"

181.2.9 -01 Pier 1/3 Pile Ca# -ored Pile Foundation :odel &or #ile'a# reinor'ement design) "6AAD

191.2.10 -01 Pier 11 Foundation :odel &or oundation reinor'ement design) "6AAD

201.2.11 *irder -eam Design :odels A"-D

211.2.12 *irder line model or $og estimation "6AAD

221.2.13 -01 "eismi' s#a'e rame models A"-D

2+0 *R*TRCTR2+1 recast ,irders

232.1.1 *irder Design A'tions "ummary "#reads$eet

22.1.2 on/'om#osite *irder "L" se'tion '$e's at transer "#reads$eet;A"-D

252.1.3 Com#osite *irder "L" se'tion '$e's &=e?ure) "#reads$eet;A"-D

22.1. Com#osite *irder L" se'tion '$e's &s$ear torsion) "#reads$eet;A"-D

2+2.1.5 Com#osite *irder 'ontinuity 'al's "#reads$eet;A"-D

282.1. Com#osite *irder 'ontinuity / earing re#la'ement assessment "#reads$eet;A"-D

292.1.+ Determination o *irder $ogs &non/'om#osite 'om#osite DL de=e'tions > residual $ogs) "#reads$eet;"6AAD

2+2 Deck

302.2.1 6rans!erse De' Analysis "#reads$eet;:<DA"


312.3.1 Preliminary -earing;Pedestal si@ing "#reads$eet;Catalogues

322.3.2 -earing rea'tions summary "#reads$eet

332.3.3 -earing mo!ement summary "#reads$eet32.3. -earing rotation summary "#reads$eet

2+4 Dia%hragms

352..1 Dia#$ragm Design A'tions "ummary "#reads$eet

32..2 At Dia#$ragm "L" se'tion '$e's "#reads$eet;A"-D

3+2..3 At Dia#$ragm L" se'tion '$e's "#reads$eet;A"-D


392..5 Pier Dia#$ragm L" se'tion '$e's "#reads$eet;A"-D



3+0 *B*TRCTR

3+1 &#n#lithic iers

23.1.1 Column Design A'tions "ummary &-D3+) "#reads$eet

33.1.2 Column "L" se'tion '$e's "#reads$eet;A"-D

3.1.3 Column L" se'tion '$e's "#reads$eet;A"-D53.1. Column Collision "#reads$eet;A"-D

3.1.5 :onolit$i' Pier "eismi' Assessment &AA"6B) "#reads$eet

+3.1. Column L" seismi' se'tion '$e's "#reads$eet;A"-D

3+2 Bearing iers

83.2.1 Column Design A'tions "ummary &-D3+) "#reads$eet

93.2.2 Column "L" se'tion '$e's "#reads$eet;A"-D

503.2.3 Column L" se'tion '$e's "#reads$eet;A"-D

513.2. Column Collision "#reads$eet;A"-D

523.2. -earing Fri'tion Assessment "#reads$eet;A"-D

3.2.+ Column L" seismi' se'tion '$e's "#reads$eet;A"-D

3+3 A5(tments

533.3.1 Autment all "L" se'tion '$e's "#reads$eet;A"-D

53.3.2 Autment all L" se'tion '$e's "#reads$eet;A"-D

553.3.3 Early t$ermal 'ra'ing "#reads$eet;A"-D3.3. Autment 2 all 'ollision &6-C) "#reads$eet;A"-D

53.3.5 Autment L" seismi' s$ear lo' "#reads$eet;A"-D

3+4 6#(ndati#ns

5+3..1 Foundation loads "#reads$eet;A"-D

583..2 Foundation staility '$e's "#reads$eet;A"-D

593..3 Autment s#read oundation design "#reads$eet;A"-D

03.. Pier + 8 s#read oundation design "#reads$eet;A"-D

13..5 -earing Pier s#read oundation design "#reads$eet;A"-D

23.. :onolit$i' Pier s#read oundation design "#reads$eet;A"-D

33..+ :onolit$i' Pier 11 s#read oundation design "#reads$eet;A"-D

3..8 Pier 1( 2 3 #ile 'a# design "#reads$eet;A"-D

53..9 Pier 1( 2 3 ored #ile design "#reads$eet;A"-D

3..10 :onolit$i' Pier s#read oundation L" seismi' design "#reads$eet;A"-D

+3..11 Pier + 8 s#read oundation L" seismi' design "#reads$eet;A"-D4+0 &I*CA".*

8.1 E7 mo!ements "#reads$eet

.3 Para#et &ty#e 2) design "#reads$eet

9. A##roa'$ slas "#reads$eet

+0.5 Para#et im#a't e4e't on *irders gloal stru'ture A"-D

7+0 R.RT*

+15.1 "ustru'ture Cal'ulation oroo

+25.2 "u#erstru'ture Cal'ulation oroo

8+0 *9TC:*

T.TA C.&TD 0% 0% 0%




Design Items/Task listDetailed Design - Rev B Design Checker eri!er

Item Descri%ti#n &eth#d#l#g' Res#(rce Date ) *tat(s Res#(rce Date ) *tat(s Res#(rce Date ) *tat(s0+0 ,.&TR



3 0.3 Estimation o le!els "#reads$eet ,6;7P 7AC

1+0 &.DI",


1.1.1 De!elo#ment o #ro#erties summary &in'lude all model in#uts ie se'tion( materials( oundary 'onditions( loads et') "#reads$eet *C 25.03.15 100% LL LA 90%

5 1.2.3 Cree# "$rinage s#reads$eet "#reads$eet *C 25.03.15 100% LL LA 90%

1.2. Di4erential settlement set'$es "#reads$eet *C 25.03.15 100% LL LA 90%


+ 1.3.1 *irder line model or $og estimation "6AAD 7P 0.0+.15 100% LL LA

8 1.3.2 -01 Constru'tion staging model A"-D 7AC;7P 15.0.15 100% LL 15.0.15 100% LA 90%

9 1.3.3 -01 Com#osite Long 6erm s#a'e rame model &'onsidering long term 'on'rete modulus) A"-D 7AC;7P 2.0+.15 100% LL 2.0+.15 100% LA 90%

10 1.3. -01 Com#osite "L" s#a'e rame model &'onsidering gross un'ra'ed #ro#erties) A"-D 7AC;7P 15.0.15 100% LL 15.0.15 100% LA 90%

11 1.3.5 -01 Com#osite L" s#a'e rame model &'onsidering 'ra'ed torsional sti4ness) A"-D 7AC;7P 15.0.15 100% LL 15.0.15 100% LA 90%

12 1.3. -01 Foundation Loads :odel A"-D 7P;7AC 2.0.15 100% LL LA

13 1.3.+ -01 Pier Foundation FE :odel A"-D 7P LL LA

-01 Autment Foundation FE :odel "6AAD 7P

1 1.3.8 -01 "eismi' s#a'e rame model A"-D LL +5% 7P LA +5%

2+0 *R*TRCTR

2+1 recast ,irders

15 2.1.1 *irder se'tion '$e's at transer "#reads$eet;A"-D LL;7P 2.0.15 100% 7AC LA 90%

1 2.1.2 "e'tion '$e's at non/'om#osite "#reads$eet;A"-D LL;7P 2.0.15 100% 7AC LA 90%

1+ 2.1.3 Com#osite *irder "L" se'tion '$e's &transer =e?ure) "#reads$eet;A"-D LL;7P 2.0.15 100% 7AC LA 90%

18 2.1. Com#osite *irder L" se'tion '$e's &s$ear torsion) "#reads$eet;A"-D 7AC 2.0.15 100% LL LA +5%

19 2.1.5 Com#osite *irder 'ontinuity 'al's "#reads$eet;A"-D 7P 19.0.15 100% LL LA 90%

20 2.1. Com#osite *irder 'ontinuity / earing re#la'ement assessment "#reads$eet;A"-D 7P 05.08.15 100% LL LA

21 2.1.+ Determination o *irder $ogs &non/'om#osite 'om#osite DL de=e'tions > residual $ogs) "#reads$eet;"6AAD 7P 0.0+.15 100% 7AC LA

22 2.1.8 *irder Design A'tions "ummary "#reads$eet LL;7P 2.0.15 100% 7AC LA 90%

23 2.1.9 *irder :a? "$ear Assessment "#reads$eet;A"-D 7AC 2.0.15 100% LL LA 90%

2+2 Deck






2 2.3.1 -earing;Pedestal si@ing "#reads$eet;Catalogues 7P

25 2.3.2 -earing rea'tions summary "#reads$eet 7P

2 2.3.3 -earing mo!ement summary "#reads$eet 7P

2+ 2.3. -earing rotation summary "#reads$eet 7P

2+4 Dia%hragms28 2..1 Dia#$ragm Design A'tions "ummary "#reads$eet 7AC;LL

29 2..2 At Dia#$ragm "L" se'tion '$e's "#reads$eet;A"-D 7AC

30 2..3 At Dia#$ragm L" se'tion '$e's "#reads$eet;A"-D 7AC

31 2.. Pier Dia#$ragm "L" se'tion '$e's "#reads$eet;A"-D 7AC

32 2..5 Pier Dia#$ragm L" se'tion '$e's "#reads$eet;A"-D 7AC

33 2.. Pier + Dia#$ragm "L" se'tion '$e's "#reads$eet;A"-D LL 0.08.15 100%

3 2..+ Pier + Dia#$ragm L" se'tion '$e's "#reads$eet;A"-D LL 0.08.15 100%

35 2..8 Piers + de=e'tion "#reads$eet;A"-D LL 0.08.15 100%

3 2..9 -earing e#la'ement Assessment "#reads$eet;A"-D 7AC;LL

3+ 2..10 Early t$ermal 'ra'ing "#reads$eet;A"-D 7AC;LL

3+0 *B*TRCTR

3+1 &#n#lithic iers

38 3.1.1 Column Design A'tions "ummary &-D3+) "#reads$eet 31.0+.15 100%

39 3.1.2 Column "L" se'tion '$e's "#reads$eet;A"-D 31.0+.15 100%0 3.1.3 Column L" se'tion '$e's "#reads$eet;A"-D 31.0+.15 100%

1 3.1. Column Collision "#reads$eet;A"-D LL +5% 50%

2 3.1.5 :onolit$i' Pier "eismi' Assessment &AA"6B) "#reads$eet LL +5% 50%

3 3.1. Column L" seismi' se'tion '$e's "#reads$eet;A"-D LL +5% 50%

3+2 Bearing iers

3.2.1 Column Design A'tions "ummary &-D3+) "#reads$eet 7AC; 80%

5 3.2.2 Column "L" se'tion '$e's "#reads$eet;A"-D 7AC; 50%

3.2.3 Column L" se'tion '$e's "#reads$eet;A"-D 7AC; 80%

+ 3.2. Column Collision "#reads$eet;A"-D 7AC; 80% 80%

8 3.2. -earing Fri'tion Assessment "#reads$eet;A"-D 7AC; 90%

3+3 A5(tments

9 3.3.1 Autment all "L" se'tion '$e's "#reads$eet;A"-D LL

50 3.3.2 Autment all L" se'tion '$e's "#reads$eet;A"-D LL

51 3.3.3 Early t$ermal 'ra'ing "#reads$eet;A"-D 52 3.3. Autment 1 all 'ollision "#reads$eet;A"-D 2.0+.15 100%

3+4 6#(ndati#ns

53 3..1 Autment s#read oundation design "#reads$eet;A"-D 7P

5 3..2 Pier s#read oundation design "#reads$eet;A"-D 7P

55 3..3 Foundation loads "#reads$eet 7AC 29.0.15 100%

5 3.. Foundation staility '$e's "#reads$eet 7P 2+.0+.15 100%

5+ 3..5 Early t$ermal 'ra'ing "#reads$eet;A"-D

4+0 &I*CA".*

58 .1 :7 <nstallation data "#reads$eet ,6

59 .2 Para#et;de' 'onne'tion design "#reads$eet;A"-D LL;7AC

0 .3 Para#et design "#reads$eeteer to "td Design Cal'ulations

1 . A##roa'$ slas "#reads$eet

2 .5 Para#et im#a't e4e't on *irders gloal stru'ture A"-D LL;7AC

3 . Cladding Details "#reads$eet 7P7+0 R.RT*


8+0 *9TC:*

T.TA C.&TD 5% % 2+%


Documents

Engineering Progress