SKITSEPROJEKT - LandCAD

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Cc: Niels-Henrik Jensen (NHJ) ; Plantur FC-Aalborg Sent: Wednesday, January 21, 2009 12:03 PM Subject: VS: Kulturbro-Aalborg På hverdage kører der følgende materieltog mellem Aalborg (Ab) og Lindholm (Lih): M7770 Lih 00.20 - Ab 00.25 M7774 Lih 01.20 - Ab 01.25 M7709 Ab 04.35 - Lih 04.40 M7711 Ab 04.40 - Lih 04.48 M7715 Ab 05.45 - Lih 05.50 M7792 Lih 06.12 - Ab 06.17 M7721 Ab 07.12 - Lih 07.16 M7706 Lih 07.42 - Ab 07.47 M7726 Lih 13.53 - Ab 13.58 M7729 Ab 14.18 - Lih 14.24 M7734 Lih 15.00 - Ab 15.05 M6547 Ab 16.16 - Lih 16.22 M7744 Lih 16.15 - Ab 16.20 M7760 Lih 19.00 - Ab 19.04 M7762 Lih 22.19 - Ab 22.23 M7783 Ab 22.44 - Lih 22.49 M7766 Lih 23.19 - Ab 23.23 M7789 Ab 23.44 - Lih 23.49 Lørdage: M7770 Lih 00.20 - Ab 00.25
M7774 Lih 01.20 - Ab 01.25 M7711 Ab 04.40 - Lih 04.48 M7717 Ab 05.30 - Lih 05.35 M7715 Ab 05.45 - Lih 05.50 M7792 Lih 06.12 - Ab 06.17 M7719 Ab 06.43 - Lih 06.48 M7723 Ab 07.34 - Lih 07.39 M7725 Ab 08.19 - Lih 08.24 M7727 Ab 08.42 - Lih 08.47 M7735 Ab 09.20 - Lih 09.25 M7750 Lih 16.06 - Ab 16.11 M7752 Lih 17.06 - Ab 17.11 M7762 Lih 22.19 - Ab 22.23 M7783 Ab 22.44 - Lih 22.49 M7766 Lih 23.19 - Ab 23.23 M7789 Ab 23.44 - Lih 23.49 Søndage: M7770 Lih 00.20 - Ab 00.25 M7774 Lih 01.20 - Ab 01.25 M7719 Ab 06.43 - Lih 06.48 M7723 Ab 07.34 - Lih 07.39 M7727 Ab 08.42 - Lih 08.47 M7762 Lih 22.19 - Ab 22.23 M7783 Ab 22.44 - Lih 22.49
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SKITSEPROJEKT Marts 2009 KULTURBRO
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ORGANISATIONSPLAN Bygherre : Foreni
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Fase: Forslag 19. Marts 2007 Forsla
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3 Forslag 3.1 Formål med forslag F
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3.3 Lastkombinationer Fase: Forslag
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3.4 Lastfastsættelse Fase: Forslag
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Fase: Forslag 19. Marts 2007 Side:
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Vandret masselast Fase: Forslag 19.
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3.7.1 Fast fag 4,48 m Fase: Forslag
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3.7.2 Fast fag 5,0 m Fase: Forslag
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3.7.4 Klapfag 4,98 m Fase: Forslag
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Type W pl [mm 3 ] IPE100 39,4*10 3
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3.8.4 Belastninger af broklap ved
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Klapfag 4,98m Klapfag 4,98m X-retni
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3.9 Alternativ fastgørelse af stib
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3.9.3 Klapfag 4,50 m Fase: Forslag
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Figur 3.13 Skitse af forløb ved ma
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TRAFIK & VEJE Postboks 219 Til Kurt
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Længde/stigning på Ambulancevej A
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Finansiering af anlæg I Toft-Niels
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Bemærkninger fra Banedanmark Vedli
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Oversigtskort - principper for stit
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Sikkerhed :
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Svigtsandsynligheder, sikkerhedskla
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Uddrag af Rambølls notat Fase A3 v
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Kollisionssandsynlighed 1,00E+00 1,
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• Broens underbygning knuses loka
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samt en deformation af overbygninge
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System 2, inde på land, udformes s
Page 76: I alt skibe = 3106 heraf lystfartø
Page 79 and 80: Når der drejes til stilling 2, tæ
Page 81 and 82: Med venlig hilsen Morten Larsen, pl
Page 83 and 84: Montage af Kulturbro-Aalborg : Over
Page 85 and 86: Dette foregår på samme måde som
Page 87 and 88: Fremmede ledninger Vi har indhentet
Page 89 and 90: SIGNATURFORKLARING: ADVARSLER: Bem
Page 91 and 92: SIGNATURFORKLARING: ADVARSLER: Bem
Page 93 and 94: 1090 På sydsiden skal entreprenør
Page 95: Jording i forbindelse med eventuel
Page 101 and 102: 3.11.4 Drift og vedligeholdelse 19.
Page 103 and 104: Myndighedskontakter i øvrigt Der h
Page 105 and 106: Farvandsvæsenet : ----- Original M
Page 107 and 108: Toft-Nielsen A/S Att.: Jens Toft-Ni
Page 112 and 113: Notat Projekt Jernbanebroen over Li
Page 114 and 115: drager. Den ekstra last fordeles li
Page 116 and 117: 4.2 Komfortundersøgelser for faste
Page 118 and 119: Desuden skal en del af gitterristen
Page 120 and 121: På Jernbanebroen er der målt stø
Page 122 and 123: 13-2-2008 MR 86,4 13-2-2008 MR 88,2
Page 124 and 125: Sammenfatning : Når der ikke komme
Page 128: M7766 Lih 23.19 - Ab 23.23 M7789 Ab
Page 135 and 136: Subject: VS: Åbningstider af klap
Page 141 and 142: Budget pr. 1-3-2009, incl. moms : P
Page 143 and 144: Længde Dimension stål Vægt pr. l
Page 145 and 146: Internet: http://www.erasmus.dk E-M
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Internet: http://www.erasmus.dk E-M
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Erasmus Partnere A/S 2008.11.14 22.
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Erasmus : Detailopbygning af 180 cm
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Project: By: Date: Checked: Descrip
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Project: By: Date: Checked: Analysi
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Project: By: Date: Checked: Reactio
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