leStrade ottobre 2014 by Casa Editrice la fiaccola srl

N. 10 OTTOBRE 2014

leStrade

Aeroporti Autostrade Ferrovie

Casa Editrice la fiaccola srl

FERROVIE FERRO FERROV F VIE Stra MOBI BILITĂ&#x20AC; MobilitĂ M bilitĂ & traffico traffico STRADE

Come progettare una bonifica in un sito di interesse nazionale

Macchin ne & Attrezzature

TECNOLOGIE

Spagna, arriva la protezione che mitiga i rischi da fuoriuscita

Paesaggio, il valore aggiunto delle opere infrastrutturali

AUTOSTRADE U TOSTRADE OSTRADE OS MACCH

PONTI

leStrade Aeroporti Autostrade Ferrovie

Supporta la campagna per la sicurezza stradale e del gruppo ASTM-SIAS

Mettiti alla guida della tua vita. Scegli un comportamento p responsabile!

Strade ben costruite ed efficienti sono una condizione necessaria per garantire la sicurezza della circolazione: questo è l’impegno quotidiano del Gruppo ASTM-SIAS. Ciò nonostante il fattore umano risulta tragicamente determinante e incide negativamente sulle statistiche di settore. Con l’obiettivo di dare un contributo alla crescita della nostra società, abbiamo ideato questa campagna confidando nell’uomo, certi che un utente meglio informato metterà in pratica comportamenti virtuosi.

Campagna per la sicurezza stradale Promossa da • ATIVA S.p.A. • Autocamionale della CISA S.p.A. • Autostrada Asti - Cuneo S.p.A. • Autostrada dei Fiori S.p.A. • Autostrada Torino Savona S.p.A. • SALT p.A. • SATAP S.p.A. • SAV S.p.A. • SITAF S.p.A. • SITRASB S.p.A. • Gruppo SINA In collaborazione con • Nazioni Unite Commissione Economica per l’Europa • Ministero dell’Interno Dipartimento della P.S. Servizio Polizia Stradale • Consiglio Superiore dei Lavori Pubblici • Struttura di vigilanza sulle concessioni autostradali/MIT • Regione Autonoma Valle d’Aosta • Regione Liguria • Provincia di Asti • Provincia di Lucca • Provincia di Parma • Provincia di Torino • Comune di Novara • Comune di Pisa • Automobile Club Pisa • AISCAT • Autostrada del Brennero S.p.A. • ASTRAL • Milano Serravalle-Milano Tangenziali S.p.A. • Politecnico di Bucarest Facoltà dei Trasporti, Telematica ed Elettronica • Università di Pisa Facoltà di Ingegneria • Il Giorno • Il Secolo XIX • leStrade • Strade&Autostrade

autostrada Quest’anno in va di moda l’arancione PERCHÉ TI SALVA LA VITA NOI PER VOI Sostare sulla carreggiata dell’autostrada è una manovra molto rischiosa, una manovra che si deve fare solo in caso di assoluta emergenza. Il rischio è dovuto alla differenza di velocità tra te, che sei fermo, ed i veicoli che sopraggiungono in rapido movimento. Proprio per questo, quando il Gestore Autostradale progetta la sede stradale prevede, ad intervalli predefiniti, aree di sosta, aree di parcheggio e piazzole di emergenza. Il territorio italiano è ricco di montagne e profonde valli in cui non è facile costruire questo tipo di rifugio. Noi ci impegniamo ed investiamo per la vostra sicurezza, ma tu usa, per favore, tutte le possibilità che riusciamo ad offrirti. Quando, in condizioni di emergenza, sei costretto ad arrestare il veicolo fuori dai luoghi sicuri appositamente designati non dimenticare il pericolo ed indossa subito il giubbotto retroriflettente.

Quando? Ogni volta che ti trovi nella necessità di dover scendere dal veicolo. Cosa? Controlla subito di avere in macchina il giubbotto retroriflettente. Tutti coloro che hanno la necessità di scendere dal veicolo hanno la necessità di essere visibili, ancor prima dell’obbligo, per garantire la propria incolumità. Bisogna indossare il giubbotto retroriflettente anche se il mezzo è fermo sulla corsia d'emergenza o su una piazzola di sosta. È necessario tenere il giubbotto nell’abitacolo della macchina e non nel bagagliaio altrimenti dovresti scendere dalla macchina per prenderlo ed infrangeresti la legge! Perché? Indossare il giubbotto è un gesto importante per la tua sicurezza e per garantire una immediata visibilità a tutela della circolazione stradale.

www.autostradafacendo.it

:VTTHYPV

LE STRADE

1944-2014

AEROPORTI, AUTOSTRADE, FERROVIE

Casa Editrice la fiaccola srl

casa editrice la fiaccola srl 20123 Milano Via Conca del Naviglio, 37 Tel. 02/89421350 Fax 02/89421484

Mensile - LO/CONV/059/2010

L’OPINIONE 7

di Francesco Bettoni

Marketing e pubblicità Responsabile estero Sabrina Levada e-mail: slevada@fiaccola.it

Mobilità, un mondo di buoni esempi per migliorare il futuro dietro l’angolo di Luciana Iorio

OPINIONE LEGALE 8

OSSERVATORIO ANAS

Dai cantieri in arrivo alla semplificazione: le novità del decreto Sblocca Italia

di Claudio Guccione

ISCRIZIONE AL REGISTRO NAZIONALE STAMPA N. 01740 / Vol.18 foglio 313 del 21/11/1985 ROC 6274 Ufficio Traffico Laura Croci e-mail: marketing@fiaccola.it

ROAD SAFETY WORLD 16

A35, la dolce autostrada a misura di territorio

Sblocca Italia, il passo che favorisce investimenti in nuove infrastrutture di Giuseppe Scanni

SICUREZZA DELLE INFRASTRUTTURE 12

News a cura della redazione

Sicurezza ferroviaria, viaggio nella storia di un incidente da non dimenticare (Seconda Parte)

di Pasquale Cialdini

22 26 31 32 34

Attualità Prodotti Parcheggi Convegni Agenda 2014-2015. Convegni, corsi, eventi

News. La Commissione Europea cofinanzia i nuovi progetti ITS

PROGRAMMA EASYWAY

Agenti Giorgio Casotto Tel. 0425/34045 Fax 0425/418955 e-mail: ottoadv@tin.it Friuli Venezia Giulia - Trentino Alto Adige Veneto - Emilia Romagna

a cura di SINA

Amministrazione Francesca Lotti e-mail: amministrazione@fiaccola.it Ufficio Abbonamenti Mariana Serci e-mail: abbonamenti@fiaccola.it Abbonamento annuo Italia € 100,00 Estero € 200,00 una copia € 10,00 una copia estero € 20,00

PONTI&VIADOTTI

Impaginazione Studio Grafico Giordano Galli Stampa Tep Srl Strada di Cortemaggiore 50 29100 Piacenza

È vietata e perseguibile per legge la riproduzione totale o parziale di testi, articoli, pubblicità ed immagini pubblicate su questa rivista sia in forma scritta sia su supporti magnetici, digitali, etc. La responsabilità di quanto espresso negli articoli firmati rimane esclusivamente agli Autori. Il suo nominativo è tutelato dalla Legge 675/96 sulla Protezione dei dati Personali. Se non desidera ricevere invii, inoltri la sua richiesta scritta alla Casa Editrice Questo periodico è associato all’Unione stampa periodica italiana. Numero di iscrizione 14744

News

Valore aggiunto al paesaggio

a cura della redazione di Enzo Siviero con Michele Culatti, Luca Guido, Viviana Martini, Alessandro Stocco, Andrea Totaro

In Copertina Viadotto Lontrano, Campania, Macrolotto 1 della Salerno-Reggio Calabria: il progetto della Nuova Autostrada A3 è stato illustrato nel corso di un incontro con 70 funzionari europei nell’ambito del semestre italiano di Presidenza Ue

Scacco al degrado a cura della redazione

in collaborazione con

Anas SpA

Associazione Italiana Società Concessione Autostrade e Trafori

Sommario

Associazione Italiana per l’Ingegneria Traffico e dei Trasporti

Associazione Italiana Segnaletica e Sicurezza

Associazione Mondiale Associazione laboratori di ingegneria e geotenica della Strada

Associazione Italiana Segnaletica Stradale

Centro di Sicurezza Stradale

European Union Road Federation

lestrade @ fiaccola.it

3 N. 1501 Ottobre 2014 anno CXVI

ISSN: 0373-2916

Redazione Direttore responsabile Lucia Edvige Saronni

INFRASTRUTTURE&MOBILITÀ

MATERIALI&TECNOLOGIE

Autostrade

Materiali

Autosole, i 50 anni del “canale vertebrale”

Thinlay, l’asfalto sottile che fortifica le strade

Operazione recupero

Il primo bivio della Roma-Latina

Tecnologie&Sistemi

Strade d’Italia sul palco d’Europa

Margini stradali e utenti protetti

Versante critico in stabilità

di Giorgio Munaretto

di Domenico Crocco

L’ambiente che si fa strada

di Sergio Gobbi, Rosario Russo, Marco Grinovero, Salvatore Pizzo

di Massimiliano Bechini

Mobilità&Traffico 56

Quel robot che porta il futuro sotto i piedi di Stefano Chiara

Hanno collaborato

Macchine 98

Parcheggi

Scavo metropolitano di Fabrizio Apostolo

Un posto sulle Ramblas

103

di Mauro Armelloni

Massimo supporto alle imprese italiane di Matthieu Colombo

106

F. Aimone Jelmoni, L. Annese, M. Armelloni, M. Bechini, F. Bettoni, A. Carlessi, G. Carraro, S. Chiara, P. Cialdini, M. Colombo, D. Crocco, M. Culatti, A. Debernardi, G. Di Michele, C. Durso, L. Franchi, M. Galimberti, C. Giavarini, S. Gobbi, A. Granà, M. Grinovero, C. Guccione, I. Guidantoni, L. Guido, L. Iorio, G. Mantovani, V. Martini, A. Mascolini, G. Munaretto, S. Pizzo, T. Principi, R. Russo, G. Scanni, E. Siviero, A. Stocco, A. Totaro, A. Trevisan

Attrezzature 111

La calibrazione dell’angolo SGC di Andrea Carlessi, Giuseppe Carraro

N. 10 OTTOBRE 2014

PAGINE ASSOCIATIVE

leStrade

Aeroporti Autostrade Ferrovie

118 119 120 121

■ News ■ Valore aggiunto al paesaggio ■ Scacco al degrado

Infrastrutture Strade

MACCHINE & ATTREZZATURE MACCHINE & ATTREZZATURE

Mo M obilità tà & traffico

IN QUESTO NUMERO

Mobil Mobilità ilità il tà à & traffico tra raff ccoo ra Mobilità lità li ità & ttraffico raaPONTI ff co M

Strade e

AIIT - Sviluppare il TPL su ferro di Giovanni Mantovani AIPCR - Nuove strade in Italia e Africa di Leonardo Annese AISES - Governare l’acqua di Toni Principi ANIE ASSIFER - Comparto ferroviario ancora incerto di Marco Galimberti

122 123 124 125 126

VIADOTTI FERROVIE VIE

Macchine chi c ch hin & Attrezzature AUTOSTRADE Dhhin DE E MACCHINE & ATTREZZATURE

MOBILITÀ OBILIT O OB L TÀ T Mobilità Mobi iilità ilit il llità iB it tàIIL &IT ttraffico tr tra rraaStrade ode

Comitato Redazione Leonardo Annese - ANAS/CNI AIPCR Roberto Arditi - Gruppo SINA Mario Avagliano - ANAS Fabio Borghetti - Politecnico di Milano Michele Culatti - Gruppo Siviero Concetta Durso - ERF Laura Franchi - TTS Italia Giancarlo Guado - SIGEA Salvatore Leonardi - DISS Pietro Marturano - MIT Andrea Mascolini - OICE Alberto Milotti - Università Bocconi di Milano Maurizio Roscigno - ANAS Emanuela Stocchi - AISCAT Monica Tessi - ANIE/ASSIFER Susanna Zammataro - IRF

MACCHINE&ATTREZZATURE

Viaggio al centro della vivibilità di Andrea Debernardi, Alessandro Trevisan

Consulenti tecnici Gabriele Camomilla (Terotecnologia) Biagio Cartillone (Normativa) Alessandro Focaracci (Gallerie) Federico Gervaso (Infrastrutture e Cantieri) Claudio Guccione (Appalti Pubblici) Enzo Siviero (Ponti e Viadotti)

di Giovanni Di Michele

Strade 52

Segreteria di redazione Ornella Oldani - e-mail: segreteria@fiaccola.it

di Carlo Giavarini

di Giovanni Di Michele

Redazione Mauro Armelloni, Stefano Chiara, Emilia Longoni

di Francesco Aimone Jelmoni

Direttore editoriale Fabrizio Apostolo - e-mail: fapostolo@fiaccola.it

ASSOSEGNALETICA - Norme al passo della tecnica di Ilaria Guidantoni ERF - Patrimonio stradale europeo di Concetta Durso OICE - Modello engineering di Andrea Mascolini SIIV - Eventi associativi di Anna Granà TTS ITALIA - Le opportunità dei trasporti intelligenti di Laura Franchi

Associazione Italiana della Telematica per i Trasporti e la Sicurezza

Formazione Addestramento Scienza Tecnologia Ingegneria Gallerie e Infrastrutture

Associazione delle organizzazioni di ingegneria, di architettura e di consulenza tecnico-economica

Società Italiana Infrastrutture Viarie

International Road Federation

Società Italiana Geologia Ambientale

Associazione Italiana Bitume Asfalto Strade

www.fiaccola.com www.lestradeweb.com

Associazione Italiana della telematica per i trasporti e la sicurezza

Comitato Tecnico-Editoriale PRESIDENTE LANFRANCO SENN - Direttore CERTeT, Centro di Economia Regionale, Trasporti e Turismo dell’Università Bocconi di Milano MEMBRI ELEONORA CESOLINI - Direttore Centro Sperimentale Stradale ANAS PASQUALE CIALDINI - Già Direttore Generale per la Vigilanza e la Sicurezza delle Infrastrutture MIT DOMENICO CROCCO - Dirigente ANAS, Segretario Generale CNI AIPCR CARLO GIAVARINI - Università La Sapienza di Roma, Presidente SITEB LUCIANA IORIO - MIT, Presidente WP1 UNECE AMEDEO FUMERO - Dirigente MIT, Capo Dipartimento per i Trasporti, la Navigazione e i Sistemi informativi e statistici LUCIANO MARASCO - Dirigente MIT, Responsabile IV Divisione DG Sicurezza Stradale FRANCESCO MAZZIOTTA - Dirigente MIT, Responsabile II Divisione DG Sicurezza Stradale LORELLA MONTRASIO - Direttore DISS VINCENZO POZZI - Presidente CAL MASSIMO SCHINTU - Direttore Generale AISCAT ORNELLA SEGNALINI - Presidente V Sezione Consiglio Superiore dei Lavori Pubblici MARIO VIRANO - Commissario straordinario del Governo per la Nuova Linea Ferroviaria Torino-Lione IN RAPPRESENTANZA DELLE ASSOCIAZIONI MARIA PIA CERCIELLO - CNI AIPCR MARCO GALIMBERTI - ANIE/ASSIFER GABRIELLA GHERARDI - Presidente AISES PATRIZIA LOTTI - Presidente OICE OLGA LANDOLFI - Segretario Generale TTS Italia GIULIO MATERNINI - Presidente AIIT DONATELLA PINGITORE - Presidente ALIG ADNAM RAHMAN – Vice Presidente IRF STEFANO RAVAIOLI - Direttore SITEB SERGIO STORONI RIDOLFI - SIGEA

4 Inserzionisti

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Le Strade 10 Ottobre 2014

per saperne di piĂš in modo facile ed economico

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Il trattamento dei dati personali che la riguardano, per quanto stabilito dalla legge 675/96, di cui Le garantiamo la massima riservatezza, verranno utilizzati solo dalla banca dati della Casa Editrice la fiaccola. PerciĂ˛, per aggiornarla sulle nostre iniziative, i Suoi dati non saranno nĂ¨ comunicati nĂ¨ diffusi a terzi e se lei non desiderasse ricevere altre comunicazioni barri la casella a lato. â?&#x2018;

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In questo numero 10/2014 leStrade

ph. Stefano Gasparato (produzionepropria associati)

Basilica di Superga, Torino, Italia

www.greenasphalt.it | www.iterchimica.it

ITA L I A R O M A N I A V E N E Z U E L A Q ATA R N O R T H A M E R I C A

ITERCHIMICA S.R.L. Via G. Marconi 21, 24040 Suisio Bergamo Italia +39 035 901121 Fax+39 035 902734 www.iterchimica.it | info@iterchimica.it

Stazione AV Mediopadana: drenare seguendo l’onda

La nuova stazione ferroviaria Mediopadana, entrata in funzione l’8 giugno 2013, sorge 4 Km a nord dal centro di Reggio Emilia, parallelamente al tracciato autostradale, e rappresenta l’unica fermata in linea dell’Alta Velocità nella tratta Milano-Bologna. La localizzazione strategica dona alla stazione una notevole rilevanza, enfatizzando il suo ruolo d’elemento identificativo della città. Il progetto architettonico, che porta la firma dell’Architetto Santiago Calatrava, presenta una copertura della banchina composta dalla successione di elementi in acciaio chiamati “portali”, che si alternano generando una successione di onde in movimento.

L’esigenza

La soluzione

Dotare l’intera copertura di un sistema di drenaggio e di convogliamento delle acque piovane efficace, durevole nel tempo, facile da installare, privo di saldature e, soprattutto, visivamente integrato nella struttura in modo da non comprometterne l’armonia estetica. La sfida fondamentale per ACO è stata quella di progettare un sistema completamente customizzato, dalla elevata capacità di drenaggio e allo stesso tempo con una superficie visibile ridotta al minimo. Il progetto, iniziato nel 2009, ha previsto dapprima la collaborazione di ACO con la società Cimolai, cui, nelle fasi progettuali successive, si sono sostituiti la società Kyotec e lo studio di architettura Calatrava. Prima di giungere alla soluzione definitiva, diverse sono state le proposte tecniche presentate e le revisioni, molteplici i disegni costruttivi e molto accurati gli studi sulle modalità di passaggio del sistema di drenaggio tra i portali della copertura.

Il sistema realizzato da ACO comprende canali grigliati e tubi ACO Pipe a tenuta, entrambi in acciaio inox, per un peso complessivo della fornitura di 19000 Kg. I canali sono stati posizionati tra un portale e l’altro e raccordati al sistema di tubazioni secondo il disegno a onda caratteristico della struttura. Nessuna antiestetica e costosa saldatura si è resa necessaria, grazie alle tubazioni ACO Pipe provviste di sistema ad incastro “push fit” brevettato, leggero e durevole. Tutte le guarnizioni e i manicotti di collegamento incorporano, inoltre, un sistema unico a doppia impermeabilizzazione, che rende le tubazioni affidabili in ogni circostanza. Si è trattato di un progetto impegnativo, ma molto stimolante per la squadra di ingegneri e consulenti ACO, che per tutta la durata del progetto hanno fornito sempre la massima assistenza e professionalità, permettendo di soddisfare tutte le esigenze dello studio di architettura e del cliente.

Progetto: Stazione Mediopadana AV Main contractor: Cimolai SpA Sub contractor: Kyotec Srl Architetto: Santiago Calatrava Cliente finale: FF SS Inizio lavori: 2009 Fine lavori: Giugno 2013 Prodotti ACO: Oltre 1 Km di canali grigliati in acciaio inox Oktre 1 Km di tubi in acciaio inox ACO Pipe Totale acciaio inox fornito: 19000 Kg

ACO Passavant SpA Via Beviera 41 42011 Bagnolo in Piano (RE) t. +39 0522 958111 info@aco.it www.aco.it

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Francesco Bettoni Presidente A35 Brebemi

Â© Elisabetta Cociani

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8 Consulenza Legale Appalti

Dai cantieri in arrivo alla semplificazione: le novità del decreto Sblocca Italia Il punto normativo sulle misure introdotte con il DL entrato in vigore il 13 settembre Claudio Guccione Avvocato Fondatore di P&I - Studio Legale Guccione & Associati

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Opinione Legale 10/2014 leStrade

OSSERVATORIO NORMATIVO â&#x2013; Decreto del Ministero delle Economia e delle Finanze, del 17 giugno 2014, recante â&#x20AC;&#x153;ModalitĂ di assolvimento degli obblighi fiscali relativi ai documenti informatici ed alla loro riproduzione su diversi tipi di supporto - articolo 21, comma 5, del decreto legislativo n. 82/2005â&#x20AC;?, (14A04778), pubblicato in GU Serie Generale del 26 giugno 2014, n. 146. â&#x2013; Decreto del Ministero della Giustizia del 12 giugno 2014, recante â&#x20AC;&#x153;Consultazione diretta del sistema informativo del casellario da parte delle pubbliche amministrazioni e dei gestori di pubblici servizi, ai sensi dellâ&#x20AC;&#x2122;articolo 39 del decreto del Presidente della Repubblica 313/2012â&#x20AC;?, (14A04683), pubblicato in GU Serie Generale del 25 giugno 2014, n. 145 e Supplemento Ordinario del 25 giugno 2014, n. 49.

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â&#x2013; Decreto Legge 24 giugno 2014, n. 90, recante â&#x20AC;&#x153;Misure urgenti per la semplificazione e la trasparenza amministrativa e per lâ&#x20AC;&#x2122;efficienza degli uffici giudiziariâ&#x20AC;?, (14G00103), pubblicato in GU del 24 giugno 2014, n. 144. â&#x2013; Legge 23 giugno 2014, n. 89, recante â&#x20AC;&#x153;Conversione in legge, con modificazioni del decretolegge 24 aprile 2014, n. 66, recante â&#x20AC;&#x2DC;Misure urgenti per la competitivitĂ e la giustizia sociale. Deleghe al Governo per il completamento della revisione della struttura del bilancio dello Stato, per il riordino della disciplina per la gestione del bilancio e il potenziamento della funzione del bilancio di cassa, nonchĂŠ per lâ&#x20AC;&#x2122;adozione di un testo unico in materia di contabilitĂ di Stato e di tesoreriaâ&#x20AC;&#x2122;â&#x20AC;?, (14A04717), pubblicato in GU, Serie Generale del 23 giugno 2014, n. 143.

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â&#x2013; Decreto legge del 12 settembre 2014, n. 133, recante â&#x20AC;&#x153;Misure urgenti per lâ&#x20AC;&#x2122;apertura dei cantieri, la realizzazione delle opere pubbliche, la digitalizzazione del Paese, la semplificazione burocratica, lâ&#x20AC;&#x2122;emergenza del dissesto idrogeologico e per la ripresa delle attivitĂ produttiveâ&#x20AC;?, (14G00149), pubblicato in GU Serie Generale del 12 settembre 2014. â&#x2013; Determina dellâ&#x20AC;&#x2122;AutoritĂ Nazionale Anticorruzione, del 2 settembre 2014, n. 2, recante â&#x20AC;&#x153;Applicazione dellâ&#x20AC;&#x2122;articolo 38, comma 1, lett. b), del decreto legislativo 12 aprile 2006, n. 163 a seguito dellâ&#x20AC;&#x2122;entrata in vigore del decreto legislativo 6 settembre 2011, n. 159â&#x20AC;?, (14A07266), pubblicato in GU Serie Generale del 25 settembre 2014, n. 223.

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NOVITĂ&#x20AC; MONDIALE. MARWIS. LA PRIMA STAZIONE METEOROLOGICA MOBILE! > Condizione del manto stradale > Pellicola acquea > Temperatura superficiale > Temperatura di congelamento > Percentuale di ghiaccio presente > Friction > Punto di rugiada > Temperatura e umiditĂ relativa dellâ&#x20AC;&#x2122;aria

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12 Sicurezza delle Infrastrutture

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1. CiĂ˛ dimostrava che i macchinisti erano stati rapidamente soppraffatti dai fumi tossici e tale circostanza fu posta dallâ&#x20AC;&#x2122;Avvocatura dello Stato a sostegno della tesi difensiva nei confronti delle FS nei processi intentati dalle famiglie delle vittime per i risarcimenti. 2. La prima relazione della Commissione dâ&#x20AC;&#x2122;inchiesta alleata quantifica in 529 i morti, mentre il rapporto del Commissario provinciale del Governo militare alleato ne dichiara 501 (427 uomini e 74 donne). Nel registro degli atti di morte del Comune di Balvano sono riportate solo 235 persone che erano quelle che furono immediatamente identificate, poi Ă¨ stato ampliato a 424 unitĂ , sulla base delle dichiarazioni di morte presunta. La relazione del ministro delle Comunicazioni al Consiglio dei ministri riferisce di 517 morti. Il rapporto della Legione dei Carabinieri di Potenza indica in 521 i morti. Diversi testimoni sostengono che i morti furono molti di piĂš. 3. Nel libro di Gianluca Barneschi (â&#x20AC;&#x153;Balvano 1944â&#x20AC;?, ed. Mursia, 2005) viene indicato come â&#x20AC;&#x153;il dato piĂš veritiero Ă¨ quello riferito da Ugo Gentileâ&#x20AC;? che aveva partecipato alla numerazione e alla sepoltura dei cadaveri e che indicava in 626 il numero dei morti su cui aveva posto un cartoncino con il numero legato intorno al collo con uno spago. 4. Dal libro di Gianluca Barneschi, opera giĂ citata.

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5. Secondo alcune fonti lâ&#x20AC;&#x2122;archiviazione fu richiesta prima del deposito della consulenza tecnica dâ&#x20AC;&#x2122;ufficio che era stata inizialmente disposta.

ri risultĂ˛ che furono trovati dei biglietti ferroviari nelle tasche di alcuni cadaveri. Anche nelle tasche dei controllori e del capotreno furono trovati dei soldi che potevano essere il corrispettivo dei biglietti venduti. La tesi secondo cui i viaggiatori del 8017 fossero tutti abusivi cominciĂ˛ a vacillare.

6. Il tribunale ritenne che si trattava dellâ&#x20AC;&#x2122;unica qualitĂ di carbone disponibile, dato che non si poteva piĂš disporre in quel periodo storico nellâ&#x20AC;&#x2122;Italia meridionale di carbone di qualitĂ elevata proveniente dalla Germania. 7. La linea ferroviaria Battipaglia-Potenza, fino allâ&#x20AC;&#x2122;ultimo scambio prima della stazione di Potenza, ricade nel Compartimento ferroviario di Napoli. 8. Secondo la giurisprudenza dellâ&#x20AC;&#x2122;epoca senza lâ&#x20AC;&#x2122;acquisto del biglietto ferroviario non sorgeva contratto e quindi non sussisteva la possibilitĂ di agire per il risarcimento di danni. Inoltre lâ&#x20AC;&#x2122;art. 11 delle Condizioni e tariffe per il trasporto ferroviario disponeva che del danno subito da un viaggiatore in conseguenza di anormalitĂ verificatesi nel trasporto ferroviario non ne risponde lâ&#x20AC;&#x2122;Amministrazione salvo che lâ&#x20AC;&#x2122;interessato non provi che lâ&#x20AC;&#x2122;anormalitĂ fosse da addebitare al comportamento dei ferrovieri e non al caso fortuito o per forza maggiore. Infine, la prescrizione per il risarcimento dei danni derivanti da trasporto ferroviario era di un solo anno. 9. CiĂ˛ risultĂ˛ anche dallâ&#x20AC;&#x2122;interrogatorio di un frenatore che raccontĂ˛ che vide uno dei conduttori che aveva rilasciato almeno 25 biglietti ai passeggeri. Un superstite testimoniĂ˛ che sul treno non solo aveva pagato il biglietto ma anche la multa per essere stato sorpreso dal conduttore privo di biglietto. Anche dal verbale dei carabinie-

10. Queste, sostanzialmente, le eccezioni dellâ&#x20AC;&#x2122;Avvocatura: lâ&#x20AC;&#x2122;esercizio ferroviario era totalmente gestito dagli Alleati e che il treno 8017 viaggiĂ˛ per conto e per ordine esclusivo degli alleati che ne gestivano anche la sorveglianza ed inoltre il carbone era stato fornito dagli stessi Alleati senza alcuna possibilitĂ di controllo da parte dei dirigenti delle FS ed, infine, lâ&#x20AC;&#x2122;inesistenza del contratto di trasporto o di regolarizzazione dei biglietti. 11. Il Ministro pro tempore dei Trasporti, Malvestiti, intervenne piĂš volte presso il Sottosegretariato dei Danni di Guerra a favore del risarcimento ex lege n.10/1951 mettendo in rilievo i â&#x20AC;&#x153;reali interessi dellâ&#x20AC;&#x2122;Erarioâ&#x20AC;? che, in caso di condanna dellâ&#x20AC;&#x2122;Amministrazione ferroviaria, avrebbe dovuto sopportare un onere di oltre un miliardo di lire, mentre lâ&#x20AC;&#x2122;indennizzo globale ex lege n. 10/1951 non avrebbe superato i cento milioni. Naturalmente tutto sarebbe dovuto essere subordinata alla rinunzia dellâ&#x20AC;&#x2122;azione giudiziaria da parte degli interessati.

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12. Si tratta del Comitato Consultivo in materia di requisizioni degli alleati e di risarcimento danni per atti di combattimento delle Forze Alleate che si espresse favorevolmente in data 4 marzo del 1952.

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13. La misura dellâ&#x20AC;&#x2122;indennizzo solo per le vedove e i figli minorenni (allâ&#x20AC;&#x2122;epoca dellâ&#x20AC;&#x2122;incidente) ammontava a circa 100.000 lire a persona.

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14. Il trafiletto del Corriere della sera riprendeva una notizia dellâ&#x20AC;&#x2122;Agenzia Reuter rimbalzata da Lisbona.

15. Dal Corriere della Sera dellâ&#x20AC;&#x2122;8 marzo 1944: â&#x20AC;&#x153;â&#x20AC;Ś Mancano ulteriori notizie, ma quelle finora trasmesse dagli inglesi con il contagocce e se ne comprende il perchĂŠ - bastano ad inquadrare il tragico episodio nei sistemi usati dai ÂŤliberatoriÂť nei riguardi dei nostri disgraziati connazionali caduti sotto il loro dominio. Due fatti principali emergono: prima, i carri della ghiaia usati come mezzo di trasporto delle persone civili; secondo, la lunghezza del treno immesso in una galleria a forti curve e stretta, dove un elementare senso di prudenza (se non di umanitĂ , che con gli angloamericani non Ă¨ il caso di parlarne) avrebbe consigliato di non avviarlo. Ed anche questi sistemi offriamo a coloro che aspettano la venuta di quei signori...â&#x20AC;? 16. Dal Corrire di Salerno del 23 marzo 1944:â&#x20AC;&#x153;la catastrofe Ă¨ stata determinata da una combinazione di cause materiali, quali densa nebbia, foschia atmosferica, mancanza completa di vento, che non ha mantenuto la naturale ventilazione in galleria, rotaie umide. il personale Ă¨ stato sopraffatto dai gas prima che avesse potuto agire per condurre il treno fuori dal tunnelâ&#x20AC;?. 17. Crf. OGGI del 15 marzo 1951 pubblicĂ˛ un articolo prendendo spunto dalle vicende giudiziarie ancora in corso.

18. Questi gli articoli riportati nel Libro di Barneschi: nel 1956 lâ&#x20AC;&#x2122;Europeo; nel 1962 Selezione Readerâ&#x20AC;&#x2122;s Digest; nel 1975 il The Peopleâ&#x20AC;&#x2122;s Almanc nella rubrica â&#x20AC;&#x153;i disastri compiuti dagli uominiâ&#x20AC;?; nel 1979 il Chicago Tribune Magazine; Famiglia Cristiana il 4 marzo 1979; nel novembre 1980 la rivista â&#x20AC;&#x153;Strade ferrateâ&#x20AC;?. Poi qualche articolo di Famiglia Cristiana, Il Mattino, il Corriere della Sera (supplemento â&#x20AC;&#x153;Setteâ&#x20AC;?) nel 2004 (nella ricorrenza dei 60 anni).

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16 Road Safety World

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Road Safety World 10/2014 leStrade

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Road Safety World 10/2014 leStrade

Sblocca Italia, il passo che favorisce investimenti in nuove infrastrutture Giuseppe Scanni Direttore, Direzione Generale Comunicazioni e Relazioni Esterne Anas

Audizione di Ciucci alla Camera: “A disposizione della nostra rete 1.552 milioni di euro”

ANAS SpA Via Monzambano, 10 00185 Roma Tel. 06/44461 Fax 06/4456224 www.stradeanas.it

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Osservatorio ANAS 10/2014 leStrade

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Sono in via di completamento gli interventi di ammodernamento della strada statale 63 del Valico del Cerreto nei comuni di Carpineti e Castelnovo neâ&#x20AC;&#x2122; Monti, Reggio Emilia, mentre avanzano i lavori per la costruzione della variante allâ&#x20AC;&#x2122;abitato di Bocco, nel comune di Casina. Lâ&#x20AC;&#x2122;Anas e la Provincia di Reggio Emilia hanno fatto il punto sullo stato di avanzamento dei lavori in corso sulla statale - che comportano un investimento complessivo da parte dellâ&#x20AC;&#x2122;Anas pari a circa 54 milioni di euro durante un incontro che si Ă¨ tenuto a inizio ottobre presso il teatro di Castelnovo neâ&#x20AC;&#x2122; Monti, nel corso del quale Ă¨ stato anche presentato un libro edito dalla Provincia sulla storia della statale 63. â&#x20AC;&#x153;Si tratta di lavori - ha affermato il Capo Compartimento Anas per lâ&#x20AC;&#x2122;Emilia Romagna, Nicola Prisco - che consentiranno entro breve tempo il superamento di importanti criticitĂ , innalzando i livelli di sicurezza della circolazione su unâ&#x20AC;&#x2122;arteria particolarmente strategica, in quanto principale via di collegamento tra la cittĂ e le numerose comunitĂ della montagna. Il livello consistente degli investimenti, peraltro, conferma lâ&#x20AC;&#x2122;impegno forte dellâ&#x20AC;&#x2122;Anas anche in epoca di ristrettezze della finanza pubblicaâ&#x20AC;?. In particolare, nel comune di Casina sono in corso i lavori per la costruzione della variante al vecchio tracciato

ÂŠ Anas SpA

Reggio Emilia, in via di completamento i lavori sulla SS 63 del Valico del Cerreto

in corrispondenza dellâ&#x20AC;&#x2122;abitato di Bocco, per un investimento complessivo di oltre 48 milioni di euro. Il nuovo tracciato, lungo circa 1,5 km, comprende la realizzazione di due gallerie lunghe complessivamente 1 km, un viadotto di 90 m e due rotatorie. Attualmente sono in corso le lavorazioni relative agli imbocchi delle gallerie e altre lavorazioni di movimento terra. Il completamento Ă¨ previsto entro il 2016. Inoltre, nel tratto Caâ&#x20AC;&#x2122; del Merlo-Croce sono in corso cinque distinti interventi di rifunzionalizzazione e miglioramento della strada - programmati di concerto con i comuni di Carpineti e Castelnovo neâ&#x20AC;&#x2122; Monti nonchĂŠ con la Provincia di Reggio Emilia - che si prevede di completare entro lâ&#x20AC;&#x2122;autunno. Il primo intervento, per un investimento complessivo

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di circa 2,8 milioni di euro, riguarda lâ&#x20AC;&#x2122;allargamento della sede stradale e il raddoppio del ponte Pignedolo, in un tratto di circa 800 metri. Lâ&#x20AC;&#x2122;allargamento della carreggiata e lâ&#x20AC;&#x2122;adeguamento del ponte sono stati completati, mentre restano da eseguire le pavimentazioni e lâ&#x20AC;&#x2122;installazione delle barriere laterali di sicurezza. Il secondo intervento riguarda lâ&#x20AC;&#x2122;allargamento della sede stradale e la costruzione di un nuovo ponte a tre campate lungo 120 m, per un investimento complessivo di circa 4 milioni di euro. Il varo dellâ&#x20AC;&#x2122;impalcato del ponte Ă¨ stato completato, mentre Ă¨ in corso la realizzazione delle solette. 2, 3. Nuove opere in realizzazione per potenziare la viabilitĂ nella provincia reggiana

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10/2014 leStrade

Compartimenti ANAS

News .YW[N[\X[Y]RJ[OTY][V]9D] WWYGXZ]9D7-

Attualità Nuovi vertici per Milano-Serravalle

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News Attualità 10/2014 leStrade

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10/2014 leStrade

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Scegli qualcosa di speciale per il tuo cantiere... 4 AZIENDE le principali interpreti del noleggio di attrezzature edili in Italia 1 SINERGIA UNICA NEL SETTORE VENPA SpA, E-MAC SpA, MILANTRACTOR SpA e TECNIFORFAE SpA insieme, per offrire al cliente il meglio del noleggio nel minor tempo possibile, fornendo in unโ unica soluzione quanto necessario al proย ย ย ย ย ย ย ย ย ย ย ย วฃ ฯ ย ย ย ย ย วก ย ย ย ย ย ย ย วก ย ย ย ย ย ย ย ย ย ย วค

www.4punto1.it - info@4punto1.it per accedere ad un esclusivo noleggio in azione!

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Il silenzio è d’oro... ma anche di alluminio, acciaio, vetro e legno Barriere fonoisolanti e fonoassorbenti Alufon

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Rodeo di macchine alla bolognese

Il 13 settembre il Rodeo Case Ă¨ approdato a Bologna durante lâ&#x20AC;&#x2122;open house che la concessionaria Maie ha organizzato presso la CGM Service, sua Officina Master affiliata. La terza tappa italiana del Rodeo (dopo quelle in Sardegna e Lombardia) si Ă¨ confermata essere un appuntamento imperdibile: per gli operatori, per mostrare la propria abilitĂ alla guida delle macchine Case; per i concessionari, per far conoscere ai propri clienti i nuovi modelli del brand dalle radici americane. Per la concessionaria Maie di Ravenna, in particolare, lâ&#x20AC;&#x2122;open house con il Rodeo Case ha rappresentato lâ&#x20AC;&#x2122;opportunitĂ di far conoscere meglio ai propri clienti il marchio Case Construction Equipment, che rappresenta in Emilia Romagna, Veneto e Marche. Il Rodeo si Ă¨ svolto nella nuova officina CGM Service di Calderara di Reno, accanto allâ&#x20AC;&#x2122;aeroporto di Bologna, una delle Officine Master di Maie che si aggiunge alle 22

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officine autorizzate dello storico gruppo di Ravenna con filiali operative ad Ancona e a Limena (Padova) e unâ&#x20AC;&#x2122;avviata attivitĂ di distribuzione, assistenza e noleggio. Nelle vicinanze, presso le Cave Nord, raggiungibili con una navetta bus dedicata, i clienti di Maie e di CGM Service hanno potuto anche effettuare prove libere sul terreno di scavo con altre macchine della gamma Case e New Holland Construction. Molto piĂš che una semplice â&#x20AC;&#x153;officinaâ&#x20AC;?, la CGM Service Ă¨ uno dei centri di servizio selezionati da Maie per la creazione di una rete di assistenza qualificata ed efficiente: la â&#x20AC;&#x153;Maie Networkâ&#x20AC;?, una nuova rete di servizi per fornire al cliente tutte le risposte alle proprie

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esigenze di noleggio e tutte le nuove offerte commerciali sia per le macchine nuove, sia per quelle usate. Racconta Antonio Conte, amministratore delegato del gruppo di Ravenna: â&#x20AC;&#x153;Abbiamo voluto festeggiare lâ&#x20AC;&#x2122;apertura della nuova officina Master di Maie a Bologna. I clienti hanno risposto numerosi. Il momento congiunturale del settore non Ă¨ facile. Per affrontarlo, Maie conta su una gamma prodotti sempre piĂš ampia e completa e su unâ&#x20AC;&#x2122;organizzazione efficiente che offre noleggio, assistenza e ricambiâ&#x20AC;?. Lâ&#x20AC;&#x2122;open house ha registrato un totale di 550 partecipanti.

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- Gruppi pompanti in alta e altissima pressione - Sistemi robotizzati - Testate multi getto da demolizione, scarifica, sverniciatura - Sistemi filtranti - Trattamento acque in cantiere - Riconversioni - riparazioni

10/2014 leStrade

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Assistenza stradale per veicoli a idrogeno

Milano, nuovi treni per la metropolitana

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News Prodotti 10/2014 leStrade

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News Prodotti 10/2014 leStrade

Parcheggi Â© Orio Parking

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11/2011 leStrade

News

Convegni Studi sulle strade e un premio alle tesi al Convegno Nazionale AIPCR di Roma

Sicurezza stradale e norme europee

Conto alla rovescia per il XVIII Convegno Nazionale dellâ&#x20AC;&#x2122;AIPCR Italia, il braccio italiano dellâ&#x20AC;&#x2122;Associazione Mondiale della Strada, la World Road Association. Il Convegno Nazionale si terrĂ il 27 e 28 novembre presso la scuola Superiore di Polizia in via Pier della Francesca 3 a Roma. Il Convegno Nazionale presenterĂ il lavori dei 17 Comitati Tecnici raccolti nei Quaderni, che rappresentano la summa delle esperienze e degli studi condivisi nelle materie oggetto delle attivitĂ dellâ&#x20AC;&#x2122;Associazione attraverso tutti gli esperti in materia stradale provenienti dal mondo istituzionale, accademico e professionale che hanno offerto la loro collaborazione allâ&#x20AC;&#x2122;AIPCR nel quadriennio 20122015. Nel corso del Convegno si parlerĂ di Gestione e performance, accesso alle reti e mobilitĂ , sicurezza e infrastrutture stradali. In tale occasione verrĂ inoltre conferito il premio del Concorso AIPCR per le UniversitĂ di Italia ai quattro studenti che hanno presentato le migliori tesi di laurea in materia stradale. Per partecipare al Convegno occorre iscriversi accedendo al sito, recentemente rinnovato e costantamente aggiornato tra lâ&#x20AC;&#x2122;altro, dellâ&#x20AC;&#x2122;AIPCR italiana. Per ulteriori informazioni sul XXVII Convegno Nazionale si rimanda, infine, allo stesso sito web.

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DBA Group

DBA Progetti

DBA Group Ă¨ una holding di societĂ operative nei settori dellÂ&#x2019;Architettura, dellÂ&#x2019;Ingegneria, del Project & Lifecycle Management e dellÂ&#x2019;Information & Communication Technologies.

DBA Progetti SpA Ă¨ la societĂ operativa di DBA Group attiva nei settori dellÂ&#x2019;Architettura, dellÂ&#x2019;Ingegneria e del Project Management, per i quali sviluppa servizi professionali, tecnici e gestionali finalizzati alla concezione, realizzazione e gestione di opere civili e infrastrutture.

Viale Felissent, 20/D 31020 Villorba (TV) - Italy P.IVA 04489820268 +39 0422 318811

www.dbagroup.it

DBA Lab

IGM Engineering

DBA Lab SpA Ă¨ la societĂ operativa di DBA Group che sviluppa piattaforme software di Process Automation nellÂ&#x2019;ambito del Project, Asset & Lifecycle Management e offre servizi di Information and Communication Technology Consulting nel settore delle opere civili e delle infrastrutture.

IGM Engineering Impianti Srl Ă¨ la societĂ operativa di DBA Group attiva nei servizi di Ingegneria nel settore dei Trasporti (Strade, Ferrovie, Porti, Aeroporti) ed in particolare nella Progettazione di Impianti di Ventilazione, Idrici, Antincendio, Illuminazione, Elettrici, Telecomunicazione, Supervisione e Controllo di Gallerie e Infrastrutture Stradali.

2014-2015

Agenda

Convegni, corsi, eventi

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News Convegni 10/2014 leStrade

News

European ITS Platform Coordinamento internazionale European ITS Platform (EIP)

Coordinamento tecnico European ITS Platform (EIP)

A cura di SINA

La Commissione Europea cofinanzia nuovi progetti ITS

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1. Strade sempre piĂš tecnologiche: i progetti ITS presentati saranno coďŹ nanziati dalla Commissione Europea

10/2014 leStrade

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2. La rete dei cinque Corridoi stradali europei interessati dai progetti di implementazione 3. Europa sempre più coesa anche grazie all’innovazione al servizio dei trasporti

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Programma EasyWay 10/2014 leStrade

N. 10 OTTOBRE 2014

leStrade

Aeroporti Autostrade Ferrovie

■ Il primo bivio della Roma-Latina ■ Strade d’Italia sul palco d’Europa ■ L’ambiente che si fa strada ■ Viaggio al centro della vivibilità ■ Un posto sulle Ramblas

obilità & traffico

AUTOSTRADE STRADE MOBILITÀ&TRAFFICO PARCHEGGI

■ Autosole, i 50 anni del “canale vertebrale”

INFRASTRUTTURE Mobilità & traffico Strade Macchine &MOBILITÀ Attrezzature AUTOSTRADE FERROVIE VIE MOBILITÀ Mobilità & traffico Mobil o

MACCHINE & ATTREZZATURE M

38 Ricorrenze Storiche

Autosole, i 50 anni del “canale vertebrale”

* F. Aimone Jelmoni, “L’Autostrada del Sole”, leStrade, giugno 1956.

Francesco Aimone Jelmoni Progettista dell’Autostrada del Sole*

Autostrade

LE DEFINIZIONE DELL’A1 CONTENUTA NEL TITOLO HA UNA PATERNITÀ DA SOTTOLINEARE. COME QUELLA, DEL RESTO, DELL’AUTOSTRADA CHE IL 4 OTTOBRE SCORSO HA FESTEGGIATO IL MEZZO SECOLO. L’AUTORE, INFATTI, È IL SUO PROGETTISTA, IL PROFESSOR AIMONE JELMONI, UNO DEI PADRI DELLE NOSTRE INFRASTRUTTURE E INSIEME GRANDE DIVULGATORE DELLE MEDESIME. LESTRADE COGLIE L’OCCASIONE DEL COMPLEANNO PER RIPUBBLICARE UN ARTICOLO DEL GIUGNO 1956, SCRITTO DAL PROGETTISTA PER LA NOSTRA RIVISTA A POCHI GIORNI DALLA POSTA DELLA PRIMA PIETRA DELL’A1. /¶$XWRVWUDGD 0LODQR 1DSROL OD FRVLGHWWD ³$XWRVWUDGD GHO 6ROH´ FKH FRQ NP GL QXRYD FRVWUX]LRQH DOODFFHUj DWWUDYHUVR %R ORJQD )LUHQ]H H 5RPD OD PHWURSROL ORPEDUGD DOOD PHWURSROL GHO 0H]]RJLRUQR FRVWLWXLUj XQ DXWHQWLFR ³FDQDOH YHUWHEUDOH´ GHOOD 3HQLVROD 3HU TXHVWR VXR VSHFLILFR FDUDWWHUH LO SURJHW WR q VWDWR FRQFHSLWR VX XQ SLDQR VTXLVLWDPHQWH QD]LRQDOH H YHQQH LPSRVWDWR H VYLOXSSDWR PDQWHQHQGRJOL TXHVWR VXR FD UDWWHUH LQ WXWWD O¶DPSLH]]D HYLWDQGR SHUFLz OH VROX]LRQL FRO OHJDWH D ULVWUHWWL LQWHUHVVL ORFDOL FRQVLGHUDQGR WDOL QRQ VRO WDQWR TXHOOL SURYLQFLDOL H DGGLULWWXUD FDPSDQLOLVWLFL GHOOH YDULH FLWWj ERUJKL H YLOODJJL PD DOWUHVu TXHOOL UHJLRQDOL DQFRUFKq SURPHWWHQWL GD XQ SXQWR GL YLVWD GHOOD UHGGLWXDOLWj GHOOD DX WRVWUDGD VWHVVD ,Q TXDQWR OD 0LODQR 1DSROL GRYUj FRVWLWXLUH LQ VWUXWWXUD PDHVWUD GHOOD IXWXUD UHWH DXWRVWUDGDOH LWDOLDQD GRYH FRPH LQ XQD UHWH GL DOLPHQWD]LRQH HOHWWULFD RFFRUUH GL VWLQJXHUH H QRQ FRQIRQGHUH OH IXQ]LRQL GL DUWHULD GL ³WUDVSRU WR´ GD TXHOOH SURSULH DOOH DUWHULH GL ³GLVWULEX]LRQH´ OH SULPH DYHQWL DQGDPHQWR SODQR DOWLPHWULFR LO SL SRVVLELOH GLUHWWR H YHORFH ROWUH D FDSDFLWj GL WUDIILFR QRWHYROH OH VHFRQGH LQYH FH FKH HVVHQGR GHVWLQDWH D GLVWULEXLUH H D UDFFRJOLHUH LO WUDI ILFR QHOO¶LQWHUQR GHO WHUULWRULR FRPSUHVR WUD OH JUDQGL PDJOLH GHOOD UHWH FRVLGGHWWD ³GL WUDVSRUWR´ DOODFFHUDQQR D TXHVWD L VLQJROL FHQWUL FKH QH VRQR GLVFRVWL $Q]LWXWWR O¶DXWRVWUDGD 0L ODQR 1DSROL GRYUj IDFLOPHQWH FROOHJDUH LQ PDQLHUD HIILFLHQ WH LO 6HWWHQWULRQH FRQ LO 0H]]RJLRUQR SURPXRYHQGR UHOD]LRQL FKH VDUDQQR LO SL HIILFDFH GHL FRQWULEXWL DO VROOHYDPHQWR GHO OD GHSUHVVD HFRQRPLD GHOOH 3URYLQFLH PHULGLRQDOL H OD SL YD OLGD LQWHJUD]LRQH GHOOH PROWHSOLFL SURYYLGHQ]H LQ DWWR GD SDUWH GHOOR 6WDWR DWWUDYHUVR OH DVVLGXH FXUH GHOOD &DVVD SHU LO 0H] ]RJLRUQR ,QROWUH LO UDPR 5RPD 1DSROL UDSSUHVHQWHUj O¶DUWH ULD SULPLJHQLD GHOOD UHWH DXWRVWUDGDOH GHO 6XG FLRq GHO VLVWH PD YLDULR FKH GLSDUWHQGRVL GDOOD &DSLWDOH VL HVWHQGHUj ILQ QHOOH 3XJOLH H QHOOH &DODEULH H DQFKH LQ 6LFLOLD VFDYDOFDQGR OR 6WUHWWR FRQ O¶DXVSLFDWR SRQWH VRVSHVR &RPH GHO UHVWR q JLj WHQGHQ]LDOPHQWH LQ DWWR FRQ OD 3RPSHL 6DOHUQR LQ FRUVR GL FRVWUX]LRQH /¶DXWRVWUDGD 0LODQR 1DSROL SUHVHQWHUj LQIDW WL D 5RPD XQD VROX]LRQH DOOD VXD FRQWLQXLWj FRPH G¶DOWURQ GH q ORJLFR FRVWLWXHQGR OD &DSLWDOH XQ FDSROLQHD QDWXUDOH WHUPLQDOH SHU OH SURYHQLHQ]H GDO 1RUG H LQL]LDOH SHU OH GHVWL QD]LRQL DO 6XG ,O SULPR UDPR JLXQJHQGR GDO 1RUG IDUj FDSR DG XQD VWD]LRQH GLVSRVWD VXO JUDQGH UDFFRUGR DQXODUH GHOO¶8U EH RSSRUWXQDPHQWH JLj SUHGLVSRVWR GDOO¶$QDV FRQ DSSUH]]D

1. A1 Milano-Napoli, il viadotto Biscione in costruzione 2. Il tracciato del nuovo “canale vertebrale” d’Italia

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Autostrade 10/2014 leStrade

3a. Direttamente dai cassetti del progettista: sezione tipo a mezza costa con carreggiate a livelli diversi 3b. Sezione tipo in rilevato 4. Sezione tipo in galleria

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Un nastro autostradale srotolato in soli otto anni Mezzo secolo di Autosole, dunque. E anche, se vogliamo proprio guardare, 90 anni di Autolaghi. Lâ&#x20AC;&#x2122;autostrada piĂš importante e quella del record del mondo di primogenitura festeggiano, in questo 2014, compleanni che pesano. E che ci danno il la per ricordare. Lâ&#x20AC;&#x2122;Autosole, nella sua interezza, venne dunque aperta al traffico nellâ&#x20AC;&#x2122;ottobre del 1964. leStrade, che allâ&#x20AC;&#x2122;opera aveva dedicato negli anni precedenti, numerosi approfondimenti, commentĂ˛ la notizia cosĂŹ: â&#x20AC;&#x153;Il 4 ottobre u.s., alla presenza del Presidente del Consiglio, del Presidente e dellâ&#x20AC;&#x2122;Amministratore Delegato della SocietĂ Autostrade, si Ă¨ inaugurato ufficialmente lâ&#x20AC;&#x2122;ultimo tronco, non ancora aperto al traffico, della Milano-Napoli. Nel pubblicare, a ricordo dellâ&#x20AC;&#x2122;avvenimento, le immagini qui riprodotte (eccovi qua le didascalie: â&#x20AC;&#x2DC;Due suggestivi aspetti del tronco inaugurato: in alto, il ponte-viadotto intitolato a Giuseppe Romita e, in basso, una veduta dellâ&#x20AC;&#x2122;autostrada fra Chiusi e Orvieto - Foto Bacci e Galbiatiâ&#x20AC;&#x2122;, ndr), e senza peraltro peritarci di illustrare ancora una volta lâ&#x20AC;&#x2122;interesse e lâ&#x20AC;&#x2122;arditezza dellâ&#x20AC;&#x2122;opera, desideriamo esprimere il plauso di Le Strade al progettista, alla Soc. Autostrade, ai dirigenti, ai tecnici, alle

imprese, alle maestranze che con intelligenza e capacitĂ hanno voluto e compiuto la realizzazione di questa arteria, destinata ad assumere una importanza sempre maggiore per i traffici e per lâ&#x20AC;&#x2122;economia del nostro Paeseâ&#x20AC;?. E Autostrade, oggi per lâ&#x20AC;&#x2122;Italia, ha celebrato i 50 anni in un luogo solenne, la chiesa di San Giovanni Battista a Campi Bisenzio (Firenze), costruita durante la realizzazione dellâ&#x20AC;&#x2122;A1, a sostegno spirituale degli operai impegnati nellâ&#x20AC;&#x2122;opera, e fu inaugurata anchâ&#x20AC;&#x2122;essa nel 1964. Le principali tappe di questo colossale viaggio infrastrutturale, durato solo otto anni, sono state: 19 maggio 1956 il presidente della Repubblica Giovanni Gronchi dĂ il via ai lavori inaugurando il cantiere di San Donato Milanese. Il 24 dicembre 1959 viene inaugurata la Milano-Bologna Sud (195 km). Lâ&#x20AC;&#x2122;1 dicembre 1960 entra in funzione il tratto appenninico tra Bologna e Firenze. Il 24 settembre 1962 vengono quindi ultimati i lavori tra Roma e Napoli. Il 4 ottobre 1964, infine, viene aperto lâ&#x20AC;&#x2122;ultimo tratto di autostrada tra Orvieto e Chiusi. Il costo dellâ&#x20AC;&#x2122;Autostrada del Sole, oltre 700 km totali, Ă¨ stato di 270 miliardi di lire. Tra i protagonisti dellâ&#x20AC;&#x2122;opera anche un progettista che non solo, in anni successivi,

avrebbe brillantemente diretto â&#x20AC;&#x153;La Rivista della stradaâ&#x20AC;? della Casa Editrice La Fiaccola, ma che, proprio ai lettori di leStrade dedicĂ˛ una minuziona descrizione del progetto - di cui ripubblichiamo ampi stralci in questa occasione - sul numero del giugno 1956, a pochi giorni dalla posa della prima pietra di San Donato. Stiamo parlando di Francesco Aimone Jelmoni, nato proprio a Milano nel 1910 e sempre qui morto nel 1991, uno dei padri nobili delle nostre infrastrutture. Docente del Politecnico e in Cattolica, Jelmoni - riconosciuto ideatore e progettista dellâ&#x20AC;&#x2122;Autosole prima (1952) a supporto della SISI (Agip, Fiat, Pirelli, Italcementi) e poi (1955) dellâ&#x20AC;&#x2122;Istituto per la ricostruzione industriale (IRI) con Italstrade SpA - fu insignito nel 1965, su proposta del Consiglio nazionale delle ricerche, dell premio internazionale delle comunicazioni Cristoforo Colombo che, conferito per la prima volta a uno studioso italiano, costituiva una sorta di Nobel per i trasporti. Ha lasciato, oltre ai numerosi progetti (tra cui le piste di Linate e Malpensa) oltre 200 pubblicazioni e ancor piĂš numerosi articoli, riguardanti tutti gli aspetti del settore trasporti, alternando memorie di alto valore scientifico a testi divulgativi.

Autostrade

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5. La posa della prima pietra a San Donato Milanese (19 maggio 1956) 6. Una pausa per le maestranze dell’Autosole (1960)

Autostrade 10/2014 leStrade

7. Il taglio del nastro dell’opera nella sua interezza (4 ottobre 1964)

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10/2014 leStrade

Autostrade

Dalle città alle reti tra le città, lungo un Belpaese apprezzato come si deve proprio anche grazie alle infrastrutture. Il percorso nel tempo e nello spazio dell’Autostrada del Sole è anche rappresentato nel corso di un’iniziativa organizzata proprio nel cuore di uno dei nodi dell’A1, Bologna, per la precisione al Saie 2014. Qui Federbeton, oltre ad allestire una vera e propria strada in calcestruzzo, ha mostrato ai visitatori una serie di memorabili scatti storici dell’Autosolo, alcuni dei quali proponiamo in queste pagine, dando vita a un’esposizione nell’ambito dell’iniziativa “Strade concrete per la rigenerazione urbana”. Federbeton, che rappresenta la filiera del cemento e del calcestruzzo armato e ha tra i suoi associati Aitec, Assiad, Assoprem, Atecap, Conpaviper, Sismic e Ucomesa, ha puntato forte proprio sui network stardali, realizzandone un prototipo moderno e rivolto al futuro (il progetto, messo a punto con il Consiglio Nazionale degli Architetti, prevede una grande area realizzata come una città, quindi con piazze, vie, alberi, segnali ed edifici) in cui spiccano tre elementi su tutti: una strada in cls, un’arena per eventi specialistici (da segnalare il convegno del 24 ottobre sulle pavimentazioni stradali in calcestruzzo con al centro alcune esperienze estere e italiane, su tutte quella del Quadrilatero Marche-Umbria; questo convegno è moderato dalla rivista leStrade) e, per l’appunto, una mostra dedicata all’Autostrada del Sole nel 50° anniversario della sua inaugurazione in configurazione definitiva. Titolo dell’esposizione: “Il cemento e la scuola italiana d’ingegneria: l’Autostrada del Sole”. La mostra è stata ideata e curata da Ilaria Giannetti, Tullia Iori e Sergio Poretti (P.I.) del team del progetto SIXXI e raccoglie immagini di proprietà del progetto SIXXI o il cui impiego scientifico è consentito al progetto SIXXI in seguito a convenzioni con prestigiosi Archivi italiani, firmate dall’Università di Roma Tor Vergata con il Dipartimento di Ingegneria Civile e Ingegneria Informatica. Il progetto SIXXI “XX Century Structural Engineering: the Italian Contribution” è stato finanziato dalla Comunità europea con un ERC Advanced grant di circa un milione di euro; il principal investigator è il prof. Sergio Poretti e l’istituzione ospitante del progetto è l’Università di Roma Tor Vergata.

Bologna, le opere d’arte in cemento dell’Autostrada del Sole rivivono in una mostra fortografica organizzata al Saie

8. Autostrada del Sole tra Bologna e Firenze, il viadotto Biscione, impresa A. Guffanti, 1959

Si tratta - spiegano da Federbeton - di 26 scatti fotografici che vedono protagoniste vere e proprie opere d’arte in cemento di questa avventura costruttiva inaugurata 50 anni fa: ponti, viadotti e gallerie dell’Autosole, tutti diversi, che portano ciascuno la firma di uno dei protagonisti dell’ingegneria italiana del Novecento. Le opere sono state selezionate a cura di Ilaria Giannetti, Tullia Iori e Sergio Poretti del SIXXI team dell’Università di Roma Tor Vergata. Proprio Tullia Iori, in occasione dell’inaugurazione mercoledì 22 ottobre, ha raccontato la storia di questo straordinario progetto. La costruzione dell’Autostrada del Sole è stata, infatti, un’impresa epica. Compiuta, come abbiamo visto, in appena 8 anni di lavori per realizzare i quasi 800 km della spina dorsale del Paese, con centinaia di ponti, necessari affinché il nastro stradale potesse snodarsi morbido e sinuoso sul nostro territorio, dalla morfologia variegata. “Il progettista dell’intero tracciato - rileva Federbeton in una nota - l’ingegnere Francesco Aimone Jelmoni, aveva immaginato di ripetere identica la stessa tipologia di ponti. Ma Fedele Cova, l’amministratore delegato della Società Autostrade, scelse di affidare i lavori di costruzione con la procedura dell’appalto concorso, dividendo il percorso in centinaia di piccoli lotti di pochi chilometri ciascuno con l’idea che tutte le imprese italiane dovessero essere coinvolte e tutti gli ingegneri progettisti italiani potessero disegnare

Istantanee di grande tecnica

9. Autostrada del Sole tra Bologna e Firenze, il viadotto Poggettone e Pecora Vecchia, Arrigo Carè e Giorgio Giannelli con l’impresa Garbarino - Sciaccaluga - Mezzacane, 1960

Autostrade 10/2014 leStrade

10. Inaugurazione della transappenninica, galleria Citerna, 3 dicembre 1960

Autostrade

11. Inaugurazione della transappenninica, viadotto Citerna, 3 dicembre 1960

il loro originale ponte per la strada dell’Unità nazionale”. Riccardo Morandi, Silvano Zorzi, Giulio Krall, Arrigo Carè e Giorgio Giannelli, Carlo Cestelli Guidi, Guido Oberti e tanti altri, chiamati da imprese orgogliose di contribuire a questo progetto collettivo. Tutti i ponti - tranne due, sul valico del Citerna - sono di cemento armato: di cemento armato ordinario o di cemento armato precompresso, l’ultimo nato ma già preferito per il grande ponte sul Po e per quelli sull’Arno.

Il cemento è gettato in opera, in cantieri a bassa meccanizzazione, in cui si inventano però sofisticate tecniche artigianali per velocizzare i lavori, dalle “centine traslabili per archi gemelli” ideate da Ferdinando Innocenti alle “teleferiche-blondin a falconi oscillanti” di Eusebio Cruciani, impiegate tra l’altro per il ponte sull’Aglio e per quello sul Sambro. “L’autostrada più bella del mondo” per i tecnici stranieri: tanto che - non ancora completata. i suoi ponti sono subito esposti al MOMA di New York: “La sequenza di capolavori strutturali, che come un ricamo collega Milano e Napoli, si è riproposta ora in una lettura nuova attraverso il percorso di immagini al Saie, proprio al fianco del prototipo di strada in calcestruzzo realizzato al centro del padiglione 25, quale esempio concreto di manto stradale di qualità, sicuro e sostenibile. La filiera del cemento e del calcestruzzo ha accompagnato infatti la storia delle costruzioni e delle infrastrutture in Italia, adattandosi alle richieste del mondo della progettazione ed è pronta a cogliere la sfida di un nuovo ciclo edilizio improntato alla sostenibilità”. Posto giusto e momento giusto per ribadirlo: a Bologna, nodo cruciale della cinquantenne A1 e in occasione del SAIE, che proprio quest’anno ha toccato la cinquantesima edizione.

Cemento per le infrastrutture

12. Autostrada del Sole tra Firenze e Roma, ponte sull’Arno a Incisa, Silvano Zorzi con l’impresa Astaldi, 1963

10/2014 leStrade

46 Nuove Opere

Il primo bivio della Roma-Latina

Giovanni Di Michele

AUTOSTRADA ROMA-LATINA COME PERNO DI UN NUOVO NETWORK CHE FACCIA FARE IL SALTO DI QUALITÀ AL SISTEMA DEI TRASPORTI DEL LAZIO, OPPURE ARTERIA NORD-SUD “SOLTANTO” DA RIQUALIFICARE, DESTINANDO LE RISORSE RESTANTI ALLA NECESSARIA MANUTENZIONE DELLE CITTÀ? LA DOMANDA NASCE DA UN DIBATTITO AVVIATO IN CASA ANCE E RIMETTE SOTTO I RIFLETTORI UN PROGETTO DAI TRATTI INNOVATIVI GIUNTO, DOPO UN ITER COMPLESSO, ALLE SOGLIE DELLA GARA.

Autostrade 10/2014 leStrade

2. Corografia generale e articolazione degli interventi

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52 Progetti di Bonifiche

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Massimiliano Bechini Ingegnere 3TI Progetti Group

AMBIENTE, DA CRITICITÀ A OPPORTUNITÀ PRODUTTIVA PER LE IMPRESE. OSPITIAMO UN CONTRIBUTO CHE DESCRIVE LE ATTIVITÀ DI BONIFICA MESSE IN ATTO NEL SITO DI INTERESSE NAZIONALE DELLA SARDEGNA IN CUI RICADE LA NUOVA SS 195 SULCITANA, OPERA ANAS, A SEGUITO DELLE PRESCRIZIONI MINISTERIALI. TRA GLI STRUMENTI IMPIEGATI, UNA SPECIFICA ANALISI DI RISCHIO E UN PIANO PER LA GESTIONE DELLE TERRE E ROCCE DA SCAVO.

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1. L’attuale SS 195 Sulcitana nei pressi di Sarroch 2. Inquadramento generale 3. Petrimetrazione del sito di interesse nazionale

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4. Progetto della realizzazione di un manufatto di stoccaggio delle terre da bonificare

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Un corretto approccio tecnico e amministrativo

5 Pianta delle fondazioni 6 Sezione longitudinale 7. Un esempio i punti di indagine realizzati

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56 Traffic Calming

Viaggio al centro della vivibilità SISTEMA DI ACCESSO ALL’AREA STORICA “A CONTAGOCCE”, NUOVA PAVIMENTAZIONE IN GRANITO CON FUNZIONE DI GUIDA PER L’INCROCIO VEICOLARE, ADOZIONE DI UN’ISOLA SORMONTABILE PER LA SEPARAZIONE DEI FLUSSI. SONO ALCUNI STRUMENTI ADOTTATI NELL’AMBITO DI UN INTERVENTO DI MODERAZIONE DEL TRAFFICO REALIZZATO IN UN CENTRO URBANO DEL LECCHESE CHE, A OLTRE UN ANNO DAL COMPLETAMENTO, SI CANDIDA AD AUTENTICA “BEST PRACTICE”. CAPACE DI MIGLIORARE SICUREZZA, CIRCOLAZIONE E IMPATTO AMBIENTALE.

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Andrea Debernardi Studio META, Monza

Alessandro Trevisan Piani e Progetti, Milano

Mobilità&Traffico 10/2014 leStrade

Mobilità&Traffico

1a, 1b. La direttrice di attraversamento a senso unico alternato prima dell’intervento (fig. 1a) e particolare dell’area storica a riqualificazione conclusa (fig. 1b) 2. Simulazioni di traffico: situazione attuale (è evidenziato il passaggio lungo via Mazzini) 3a, 3b. Simulazioni di traffico circonvallazione Nord e Bretella Sud

1. Si veda Comune di Lomagna, Piano Urbano del Traffico, a cura di Polinomia Srl, Milano, dicembre 2005. Le redazione del piano venne coordinata da uno dei due autori, Andrea Debernardi, nella veste di direttore tecnico della società.

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4. Schema di regolazione semaforica del piano 5. Planimetria dello stato di fatto (sono evidenziati gli edifici oggetto di demolizione)

6. Schema di progetto: l’area precedentemente occupata dagli edifici è utilizzata dalla piazzola d’incrocio 7. Microsimulazioni di traffico 8a, 8b. I fabbricati demoliti e la soluzione temporanea con segnaletica stradale 9. Planimetria di progetto

10. Particolare esecutivo: isola centrale semisormontabile 11. L’intervento realizzato 12. Le guide carraie svolgono un ruolo fondamentale nell’orientare le traiettorie veicolari

13a, 13b. Canalina e dell’isola semisormontabile

Mobilità&Traffico 10/2014 leStrade

Riflessioni conclusive

Riferimenti Bibliografici [1] Barp A., Drufuca A. (1999), â&#x20AC;&#x153;Codice della strada e disegno urbano delle stradeâ&#x20AC;?; leStrade, n.1344; pp. 52-54. [2] Baruzzi V., Drufuca A., Sgubbi G. (2004), La cittĂ senza incidenti: strategie, metodi e tecniche per progettare mobilitĂ sicura, La Mandragora, Imola. [3] Bonanomi L. (1990) Le temps des rues: vers un nouvel amĂŠnagement de lâ&#x20AC;&#x2122;espace rue, Ecole polytechnique fĂŠderale, Lausanne. [4] Bresciani C. (2009), â&#x20AC;&#x153;Regole e innovazione in urbanistica e mobilitĂ â&#x20AC;?, leStrade, n. 1446; pp.74-79. [5] CETUR (1990), Ville plus sures, quartiers sans accidents: savoir-faire et techniques. [6] Jappelli F. (2012), Street Design: progetto di strade e disegno dello spazio pubblico; Maggioli, Rimini. [7] Maternini (2003), â&#x20AC;&#x153;Organizzazione dello spazio stradale promiscuo nella normativa vigenteâ&#x20AC;?; in: Busi R., Tiboni M. (a cura di), Integrazione tra autoveicoli e traffico non motorizzato, EGAF, ForlĂŹ; pp. 59-68.

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Riqualificazione di via Mazzini a Lomagna Comune di Lomagna (Lecco) ing. Andrea Debernardi, arch. Alessandro Trevisan, ing. Simone Borghi ing. Andrea Debernardi arch. Alessandro Trevisan aprile 2008-dicembre 2011 giugno-settembre 2012 143.000 euro (esclusa demolizione fabbricati) Passoni di Bernareggio (MB)

MobilitĂ &Traffico

60 Acquisizioni Aziendali

Un posto sulle Ramblas IL MADE IN ITALY DELL’ALTA TECNOLOGIA NEL CAMPO DELLA SOSTA SI ALLEA CON IL KNOW HOW IBERICO CON VANTAGGI IN VISTA PER TUTTA LA FILIERA CHE DALLA RICERCA ARRIVA ALLA COMMERCIALIZZAZIONE GLOBALE DELLE SOLUZIONI. È IL RISULTATO DELL’ACQUISIZIONE DELLA SPAGNOLA PARKARE DA PARTE DI CAME, SEMPRE PIÙ ESEMPIO DI UN’ITALIA CHE SA COSTRUIRSI IL FUTURO. Mauro Armelloni

Parcheggi

1. Soluzione Parkare di accesso a un ponte a Bristol, UK 2. Parcheggio con tecnologia Parkare in Costarica 3. Paolo Menuzzo, presidente di Came Group

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4. Una serie di soluzioni tecnologiche Parkare

5. Came Group, tra lâ&#x20AC;&#x2122;altro partner di Expo Milano 2015, Ã¨ stato anche tra i protagonisti dellâ&#x20AC;&#x2122;ultima edizione di Intertraffic Amsterdam

Parcheggi 10/2014 leStrade

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News Ponti&Viadotti 10/2014 leStrade

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Se vuoi voli Autore: Ivan Borserini Lingua: Italiano Editore: Casa Editrice la fiaccola srl Pubblicazione: maggio 2014 Pagine: 152 ISBN: 978-88-97212-04-1 Contatti: segreteria@fiaccola.it sevuoivoli@gmail.com

Casa Editrice la fiaccola srl LIBRI

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Un racconto biografico, che si snoda in trent’anni di volontariato, fa compiere un viaggio all’interno del mondo della disabilità sportiva, con passione e sentimento, che l’autore ha vissuto in prima persona. L’incontro con i vari personaggi, campioni di sport e insegnanti di vita, permette di trasformare la mera conoscenza in vera amicizia. Idee e progetti sviluppati nel tempo appaiono ancora vivi e attuabili nella loro semplicità. Seppure risultino così logici hanno necessità di un motore che li sostenga: l’amore verso il prossimo!

Ponti&Viadotti

66 Passerelle Pedonali

Valore aggiunto al paesaggio FAVORIRE PERCEZIONE E CONOSCENZA, COSTRUIRE E RIGENERARE. IL PROCESSO DI IDEAZIONE, PROGETTAZIONE E REALIZZAZIONE DEI PONTI PEDONALI SEMBRA PORTARE CON SÉ UNA SFIDA E INSIEME UN’OPPORTUNITÀ: QUELLA DI VALORIZZARE IL PAESAGGIO, SPECIALMENTE URBANO, RISPETTANDOLO E AD UN TEMPO INNOVANDOLO. DI SEGUITO, UNA SERIE DI RIFLESSIONI SUL TEMA ACCOMPAGNATE DA ESEMPI CONCRETI, ITALIANI E INTERNAZIONALI.

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Ponti&Viadotti E

Enzo Siviero Università IUAV di Venezia con

Michele Culatti Università IUAV di Venezia

Luca Guido Università IUAV di Venezia

Viviana Martini PhD Università di Nova Gorica, Slovenia

Alessandro Stocco Dottorando Università di Nova Gorica, Slovenia

Andrea Totaro PhD Università di Brescia

Ponti&Viadotti

2. Campo Volantin Footbridge a Bilbao, Paesi Baschi, Spagna

1. Lucio Gambi, Una geografia per la storia, Torino, 1973, pag. 168.

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1a, 1b. Inserimento progettuale e rendering della passerella Gezi di Istanbul

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3a, 3b. Il Ponte dei Granatieri di Sardegna a San Donà di Piave (Venezia) rappresenta l’esempio di un imponente manufatto il cui effetto-presenza è mitigato attraverso il trattamento cromatico degli archi che, tinteggiati di nero, sfruttano la permanenza dell’ombra al di sotto dell’impalcato 4. Ponte Pedro e Ines, Coimbra, Portogallo

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Riferimenti Bibliografici [1] Siviero E., Culatti M., Stocco A., Totaro A., Innovative footbridges, in Proceedings of IASS Conference 2013, International Association for Shell and Spatial Structure, Wroclaw (Poland) 23-27 September 2013, pp. 183. [2] Ludwig H. Heydenreich, B.D., Ladislao R., Leonardo The Inventor, McGraw-Hill Book Company, London,1980. â&#x20AC;&#x153;500 Years After It Was Designed, Leonardo da Vinciâ&#x20AC;&#x2122;s Bridge Goes Up!â&#x20AC;? Paintings and Public Art of Vebjorn Sand. www.vebjornsand.com/press_release/20011101.htm [10 June 2006]. [3] Martin K. et al. â&#x20AC;&#x153;Inventions of Nature and the Nature of Inventions.â&#x20AC;? Leonardo da Vinci Engineer and Architect. Ed. Paolo Galluzzi. Montreal: Montreal Museum of Fine Arts, 1987. [4] Leonardo da Vinci su Engineering. com www.engineering.com/content/Co ntentDisplay?contentId=41003018 [10 June 2006]. [5] Graham Gedge Associate Director Arup Materials Consulting Solihull, UK â&#x20AC;&#x153;Stainless Steel in Civil Engineering. Applicationsâ&#x20AC;? www.bssa.org.uk/publications. php?id=57 [6] Culatti M., Road infrastructure: methodological approach for the research of value added, in Le Vie dei Mercanti. Less more architecture design landscape, edited by Carmine Gambardella, La scuola Pitagora, Napoli 2012. [7] Culatti M., The quality of bridge design in the general design process, in Le Vie dei Mercanti. Heritage Architecture Landesign, Focus on Conservation, Regeneration, Innovation, edited by Carmine Gambardella, La scuola Pitagora, Napoli 2013. [8] Siviero, M. Culatti, L.Guido, V.Martini, A.Stocco, A.Totaro, The social meaning of small and medium span bridges, 9th International Conference on Short and Medium Span Bridges, Calgary, Alberta, Canada, July 15-18, 2014.

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N. 10 OTTOBRE 2014

leStrade

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La filosofia alla base dei thinlay 3HU FDSLUH FRPH q QDWR LO FRQFHWWR GL WKLQOD\ VXSHUDQGR TXHOOR GL VHPSOLFH WUDWWDPHQWR GL VXSHUILFLH RFFRUUH ULIDU VL D XQ DOWUR FRQFHWWR TXHOOR GHL JLj FLWDWL SHUSHWXDO SDYH

1. La First Avenue di New York, ripavimentata con thinlay sopra la vecchia struttura in cemento

Materiali 10/2014 leStrade

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2. Comportamento a fatica di una pavimentazione 3. Confronto tra sezioni stradali trattate in modo diverso 4. La durata utile di un trattamento dipende dalle sue caratteristiche: i thinlay offrono maggiori garanzie di durata (minor pendenza della curva di decadimento)

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10/2014 leStrade

Materiali

80 TAB.1 CONFRONTO TRA LE PRESTAZIONI DI ALCUNI TRATTAMENTI SUPERFICIALI Thinlay

Microsurfacing

Chip seal

Corregge le disparità superficiali

Aumenta la skid resistance

Corregge le ormaie minori

Aumenta la resistenza strutturale

Aumenta l’impermeabilità e il drenaggio

Aumenta la vita utile

Aumenta il confort di guida

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5. Andamento dell’indice di funzionalità (serviceability index) a seconda del trattamento applicato.

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Materiali 10/2014 leStrade

TAB. 2 PRINCIPALI CARATTERISTICHE DELLA MISCELA APPLICATA NELLA CONTEA DI WASHINGTON RAP/RAS aggiunto 30,0% Bitume risparmiato 32,3% Bitume totale sulla miscela 7,3% PG bitume 64-22 Vuoti residui, Vm 4,0% Vuoti aggregato, VMA 17,0% Giratoria 80

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6. Contea di Washington: applicazione di un thinlay dopo 16 anni dalla costruzione del Murry Boulevard e previsione della sua durata

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L’in ’inno ’inn inn nov novazio no novazion ovazio o ov va azzio one ne si n s ffa stra strada da aument aumentando la produttività e l’efﬁcienza ma a ma an nche nch n he aumen aumentand ando ill be benessere di tutti. Stabilizzare Stab St abilizzare b le terre te re con co calce aveva già colpito nel se egno ma oggi ci superiamo presentandovi presentan ovi U UNIROAD SP™, la prima e unica calce e italiana a polverosità conﬁnata.

Uniroad SP™ per la vostra sicurezza, il vostro benessere e per un ambiente migliore.

® UNICALCE S.p.A. - Via Tonio da Belledo, 30 - 23900 Lecco (LC) Tel. 0341 2571 - FAX 0341 250744 - www.unicalce.it - info@unicalce.it

83 Green Economy

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All’avanguardia tecnologica dal 1964 MERLO 1964-2014

ADVANCED LIFTING TECHNOLOGY. www.merlo.com

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6. Confronto tra impatti contro un’opera d’arte di drenaggio in una cunetta con e senza Crossafe 7. Differenti posizioni e traiettorie dei “dummies” nelle prove per la sicurezza dei motociclisti 8. Un’immagine del raduno motociclistico invernale spagnolo “Pingüinos” del 2014: 25mila centauri sono andati alla scoperta di Crossafe 9a, 9b, 9c. Sequenza dell’incidente che si è verificato contro un dispositivo Crossafe in cui due persone hanno riportato soltanto ferite lievi 10. Tra i premi ottenuti anche quello per la road safety di Intertraffic Amsterdam

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Riferimenti Bibliografici [1] “Incidenti stradali in Italia”, Automobile Club Italia, Istituto Nazionale di Statistica, Italia 2013. [2] Analisi di 130 fuoriuscite di strada (gravi e mortali) in zone extraurbane nella provincia di Valladolid tra il 2009 e il 2012 per lo studio “Identificación y caracterización de los objetos de los márgenes de la carretera que son impactados en accidentes por salidas de vía”. Docuemnto Nº 0100.DGT21356. Dirección General de Tráfico, 2012. [3] “Sistema di protezione CROSSAFE” www.cidro.es/crossafe [4] “EN 1317-1, 2: Road restraint systems - Part 1 and part 2”. CEN, Bruxelles, 2010. [5] “TS 1317-8: Motorcycle road restraint systems which reduce the impact severity of motorcyclist collisions with safety barriers”. CEN, Bruxelles, 2012.

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Versante critico in stabilità IL TRACCIATO DEL LOTTO 4 DELLA NUOVA AUTOSTRADA ORASTIE-SIBIU, IN ROMANIA HA INTERESSATO, TRA L’ALTRO, UN VERSANTE CARATTERIZZATO DALLA PRESENZA DI UNA PALEOFRANA. LA DEFINIZIONE DEGLI INTERVENTI NECESSARI PER CONSENTIRE LA REALIZZAZIONE DELLA SEDE, NONOSTANTE LE SFAVOREVOLI CONDIZIONI DI STABILITÀ, È STATA PRECEDUTA DA UNO STUDIO MULTIDISCIPLINARE GEOLOGICO E GEOTECNICO DELL’AREA, CHE HA COMPRESO L’ESECUZIONE DI UN’ESTESA CAMPAGNA DI INDAGINI E L’INSTALLAZIONE DI UN APPOSITO SISTEMA DI MONITORAGGIO. Sergio Gobbi Rosario Russo Italrom Inginerie Internationala Srl

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1. Il versante collinare al km. 74, su cui insiste lâ&#x20AC;&#x2122;autostrada rumena, messo in stabilitĂ 2. Membro argilloso marnoso con intercalazioni di strati sabbiosi (particolare)

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3. Sezione geologica lungo la linea di massima pendenza 4. Elaborazione dei dati inclinometrici ottenuti mediante sonda mobile biassiale 5. Stabilizzazione del corpo di frana 6. Sezione tipo di intervento

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5. Motore D6H turbo da 5,7 litri di cilindrata

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POTENZA SELVAGGIA MACCHINE MOVIMENTO TERRA

Via Piratello, 106 - 48022 Lugo (RA) ITALIA Tel. +39 0545 904411 www.vf-venieri.com

Macchine

105

106 Trencher Machine

Quel robot che porta il futuro sotto i piedi

Stefano Chiara

ROBUSTA E COMPATTA, PERFORMANTE E AGILE. E SOPRATTUTTO, GRAZIE ANCHE AL FATTO DI ESSERE RADIOCOMANDATA, IN GRADO DI ASSICURARE SICUREZZA, COMFORT, PRECISIONE ESECUTIVA E LIMITATO IMPIEGO DI ADDETTI. È LA NUOVA ESCAVATRICE “VENTRALE” (CON IL DISCO TRA I CINGOLI) PER LO SCAVO DI TRINCEE PER FIBRA OTTICA PROGETTATA E MESSA SUL MERCATO DA UNA CASA AL 100% MADE IN ITALY AD ALTA SPECIALIZZAZIONE, NONCHÉ GIÀ APPREZZATA DAGLI OPERATORI.

Macchine 10/2014 leStrade

, 3. Rappresentazione progettuale della trencher machine 4, 5. Fiber è costruita con componenti di alta qualità

Design e componenti di alta qualità 'L *DUELQ H GHOOD VXD FDUWD G¶LGHQWLWj WHFQLFD LQ FXL FDPSHJ JLDQR YRFL TXDOL O¶DOWD VSHFLDOL]]D]LRQH H OD GLIIXVLRQH GHL SUR GRWWL LQ WXWWR LO SLDQHWD WRUQHUHPR DG RFFXSDUFL LQ XQ SDVVDJ JLR VXFFHVVLYR GL TXHVWR DUWLFROR 2UD FRQ OD FROODERUD]LRQH GHO VXR GLUHWWRUH WHFQLFR FRPPHUFLDOH GRWWRU $OEHUWR /XFD WR HQWULDPR QHO YLYR GHO UDFFRQWR GL TXHVWD QXRYD PDFFKL QD SHU OD UHDOL]]D]LRQH GL WULQFHH SHU ILEUH RWWLFKH FKLDPDWD FRQ O¶LPPHGLDWH]]D FKH FL YXROH 7= )LEHU OD VLJOD FKH SUH FHGH LO QRPH FRPPHUFLDOH 7= q TXHOOD FKH FDUDWWHUL]]D O¶LQ WHUD IDPLJOLD GL TXHVWH PDFFKLQH ,O SURJHWWR )LEHU KD LPSH

1500

2. Ideale, grazie alla sua compattezza, anche per pose lungo i marciapiedi

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200÷450

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O IXWXUR VHPSUH GDYDQWL DL SLHGL RYYHUR OHWWHUDOPHQ WH GRYH L SLHGL PDUFLDQR H GRYH GD TXDOFKH DQQR H FRQ VHPSUH PDJJLRUH LQWHQVLWj OH DPPLQLVWUD]LRQL VRQR LP SHJQDWH D SRVDUH L FDYL GHOOD ILEUD RWWLFD )DFLOH D GLUVL GLIILFL OH D IDUVL &RVu FRPH WXWWH OH ODYRUD]LRQL FKH YDQQR D WRFFDUH L QRVWUL FHQWUL XUEDQL QRWRULPHQWH WUDIILFDWL H DIIROODWL QRQ FKp GDO SXQWR GL YLVWD LQIUDVWUXWWXUDOH QRWHYROPHQWH VWUDWL ILFDWL &RPH ³LQWDFFDUOL´ QHO SL SUHYH WHPSR SRVVLELOH VHQ]D FUHDUH WURSSL GLVDJL DOOD FLUFROD]LRQH H DG XQ WHPSR IDFHQGR XQ ODYRUR D UHJROD G¶DUWH" 8QD GRPDQGLQD GL TXHOOH FKH QRQ IDQQR FHUWR WLUDUH XQ VRVSLUR GL VROOLHYR $OWUD TXHVWLRQH FUX FLDOH OD VLFXUH]]D H LO FRPIRUW SHU RSHUDWRUL FKH VL WURYDQR D VYROJHUH TXHVWR JHQHUH GL LQWHUYHQWL VHQ]¶DOWUR SROYHURVL WDO YROWD ULVFKLRVL 2JJL XQD VROX]LRQH VHQ]¶DOWUR HIILFDFH D TXH VWR ³UHEXV´ DUULYD GDOO¶LQQRYD]LRQH WHFQRORJLFD LQ PDWHULD GL PDFFKLQH FKH SUDWLFDPHQWH GD VHPSUH VD HVSULPHUH TXHO TXDGUDQWH G¶,WDOLD UDFFROWR WUD (PLOLD H 9HQH]LH H LQ SDUWLFR

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1000

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Carta d’identità della macchina Motore Potenza Profondità di scavo Larghezza di scavo Velocità Cingoli in gomma Peso operativo

Kubota V3307-T 75hp / 55kw da 200 a 450 mm da 60 a 120 mm da 0 a 3,5 km/h 230×72×43 cm 1.800 kg

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6. Il risultato è una macchina robusta, con garanzia estesa per quanto riguarda le parti strutturali

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Toccasana per gli operatori 'DOOD PDFFKLQD DOOÂ¶RSHUDWRUH $OOD TXDOLWj GHOOD SULPD VL DF FRPSDJQD LQIDWWL OD TXDOLWj GHO ODYRUR GHO VHFRQGR HVVHQ ]LDOPHQWH LQ UDJLRQH GHO IDWWR FKH 7= )LEHU q UDGLRFRPDQGD WD DQFKH GD XQD GLVWDQ]D FRQVLGHUHYROH FLUFD P LO FKH DXPHQWD VHQVLELOPHQWH JOL VWDQGDUG GL VLFXUH]]D H FRPIRUW LQ FDQWLHUH 6HQ]D XRPR D ERUGR LQIDWWL L ULVFKL SHU OD SHU VRQD LQ FDQWLHUL FKH VSHVVR H YROHQWLHUL VL WURYDQR D LQFURFLD UH VRWWRVHUYL]L GL YDULR JHQHUH VRQR PLQLPL]]DWL 6RQR DOORQ WDQDWL LQROWUH HIIHWWL FROODWHULDOL QHJDWLYL TXDOL OÂ¶HVSRVL]LRQH UDYYLFLQDWD H VRSUDWWXWWR SUROXQJDWD GDWR FKH VWLDPR SDU ODQGR GL FDQWLHUL PROWR HVWHVL D SROYHUL R D UXPRUL $ TXHVWR GREELDPR DJJLXQJHUH XQD VHULH GL ULOHYDQWL EHQHILFL VTXLVLWD PHQWH RSHUDWLYL OÂ¶DGHWWR DOOD PDFFKLQD SXz DQFKH SRVL]LR QDUVL GDYDQWL DO PH]]R H FRQWUROODUH DO PHJOLR OD SUHFLVLRQH GHOOR VFDYR LQROWUH LO UDGLRFRPDQGR GD XQD SDUWH H XQ DS

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10. Sede Garbin a Malo (Vicenza) 11. Qui nascono le macchine e le attrezzature che andranno a operare in ogni angolo del pianeta 12. Il nuovo disco tagliaroccia HD45

Fibra ottica, cantieri sempre piĂš rapidi anche grazie a un nuovo discoo taglia roccia NovitĂ a tambur battente. Anzi, a disco rotante, potremmo emmo dire r chiedendo venia ai puristi della lingua italiana. GiĂ perchĂŠ il laboratorio Garbin ha portato r recentemente sulla scena, oltre al â&#x20AC;&#x153;gioiellinoâ&#x20AC;? TZ Fiber, anche il nuovo disco taglia glia roccia HD45 per lo scavo della mini trincea per fibra ottima, giĂ visto allâ&#x20AC;&#x2122;opera â&#x20AC;&#x2122;opera in un importante cantiere in Campania. Realizzato in FE 510, si contraddistingue per robustezza e rapiditĂ di esecuzione dando ando un fondamentale contributo nella riduzione dei tempi di posa e ripristino del manto stradale. Anchâ&#x20AC;&#x2122;esso a garanzia a estesa (2 anni), TZ HD 45 ha giĂ incassato la soddisfazione dei suoi primi utilizzatori. Di peso pari a 800 kg, lâ&#x20AC;&#x2122;HD45 - notano da Garbin - puĂ˛ essere montato su pale, Bobcat, Fki, Case, Libra o escavatori che abbiano una portata olio da 70 a 100 l/min e una pressione da 190 a 250 bar. Per ulteriori info: www.garbin.it

Macchine

111 Compattatori Superpave

La calibrazione dellâ&#x20AC;&#x2122;angolo SGC OSPITIAMO UN APPROFONDIMENTO TECNICO CHE DESCRIVE UNâ&#x20AC;&#x2122;ATTIVITÃ&#x20AC; DI RICERCA FINALIZZATA A COMPARARE I DIVERSI ANGOLI INTERNI DEL COMPATTATORE GIRATORIO IMPIEGATO PER IL CONTROLLO DI CONGLOMERATI BITUMINOSI IN AMBITO SUPERPAVE (SGC, SUPERPAVE GYRATORY COMPACTOR) PER TRE MISCELE HOT MIX ASPHALT. I RISULTATI HANNO TRA Lâ&#x20AC;&#x2122;ALTRO EVIDENZIATO CHE Lâ&#x20AC;&#x2122;ANGOLO GIRATORIO INCIDE SUL COMPORTAMENTO MECCANICO DELLA MISCELA COMPATTATA.

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Attrezzature 10/2014 leStrade

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Attrezzature 10/2014 leStrade

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TAB. 1 DENSITĂ&#x20AC; TEORICA MASSIMA (GMM) E TEMPERATURA DI COMPATTAZIONE Wearing course mix

Splittmastix mix

Porous asphalt mix

GMM [kg/m ]

2542

2556

2577

Compaction T [Â°C]

150

170

TABB. 2, 3 DENSITĂ&#x20AC; E VUOTI Dâ&#x20AC;&#x2122;ARIA NELLO STRATO DI USURA DENSITY [kg/m3]

1,38Â°

1,25Â°

1,16Â°

1,02Â°

0,82Â°

0,66Â°

2158

2148

2131

2120

2081

2061

n. design

2400

2382

2366

2344

2302

2276

n. max

2445

2425

2409

2386

2346

2318

AIR VOIDS [%]

1,38Â°

1,25Â°

1,16Â°

1,02Â°

0,82Â°

0,66Â°

15,1

15,5

16,2

16,6

18,2

19,0

n. design

5,6

6,3

6,9

7,8

9,4

10,5

n. max

3,8

4,6

5,2

6,1

7,7

8,8

TABB. 4, 5 DENSITĂ&#x20AC; E VUOTI Dâ&#x20AC;&#x2122;ARIA NELLA MISCELA SMA DENSITY [kg/m3]

1,38Â°

1,25Â°

1,16Â°

1,02Â°

0,82Â°

0,66Â°

2255

2213

2223

2221

2180

2150

n. design

2433

2390

2402

2401

2353

2315

n. max

2508

2478

2484

2441

2407

AIR VOIDS [%]

1,38Â°

1,25Â°

1,16Â°

1,02Â°

0,82Â°

0,66Â°

11,8

13,4

13,0

13,1

14,7

15,9

n. design

4,8

6,5

6,0

6,1

7,9

9,4

n. max

3,8

4,6

5,2

6,1

7,7

8,8

TABB. 6, 7 DENSITĂ&#x20AC; E VUOTI Dâ&#x20AC;&#x2122;ARIA NELLâ&#x20AC;&#x2122;ASFALTO DRENANTE

1. Analisi granulometrica della miscela per strato di usura 2. Analisi granulometrica della miscela SMA 3. Analisi granulometrica della miscela PA

DENSITY [kg/m3]

1,38Â°

1,25Â°

1,16Â°

1,02Â°

0,82Â°

0,66Â°

1929

1921

1897

1886

1847

1853

n. design

2089

2078

2053

2040

1987

1985

n. max

2168

2160

2138

2119

2065

2060

AIR VOIDS [%]

1,38Â°

1,25Â°

1,16Â°

1,02Â°

0,82Â°

0,66Â°

25,1

25,5

26,4

26,8

28,3

28,1

n. design

18,9

19,3

20,3

20,8

22,9

23,0

n. max

15,9

16,2

17,0

17,8

19,9

20,1

10/2014 leStrade

Attrezzature

113

114

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4, 5. Densità dello strato di usura per angoli interni diversi 6. Densità della miscela SMA per angoli interni diversi 7. Densità dell’asfalto drenante per angoli interni diversi 8. Configurazione del modulo di rigidezza indiretto

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Attrezzature 10/2014 leStrade

9. Modulo di rigidezza (al variare delle temperature) nello strato di usura per angoli interni diversi 10. Modulo di rigidezza (al variare delle temperature) nella miscela SMA per angoli interni diversi 11. Modulo di rigidezza nel PA per angoli interni diversi

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12. Impostazione ITS 13. Risultati ITS per lo strato di usura secondo angoli interni diversi (T = 20Â°C) 14. Risultati ITS per SMA secondo angoli interni diversi (T = 20Â°C)

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Riferimenti Bibliografici [1] American Association of State Highway and Transportation Officials, AASHTO â&#x20AC;&#x153;Standard Specifications for Transportation Materials and Methods of Sampling and Testingâ&#x20AC;?, ed. 21, Washington, DC, 2001. [2] American Association of State Highway and Transportation Officials, AASHTO Standards. Washington, DC, 2001. [3] Anderson, R.M. and H.U. Bahia. â&#x20AC;&#x153;Evaluation and Selection of Aggregate Gradations for Asphalt Mixtures Using Superpave,â&#x20AC;? Transportation Research Record 1583, Transportation Research Board, Washington, D.C., 1997. [4] Aschenbrener T. and D. Harmelink. â&#x20AC;&#x153;In-Place Voids Monitoring of Hot Mix Asphalt Pavements,â&#x20AC;? Report No. CDOT-

[8] J. Harvey et al, â&#x20AC;&#x153;Effects of Laboratory Specimen Preparation on AggregateAsphalt Structure, Air-Void Content Measurement, and Repetitive Simple Shear Test Results,â&#x20AC;? Transportation Research Record 1454, pp. 113-122. 1994. [9] McGennis, R.B., R.M. Anderson, T.W. Kennedy and M. Solaimanian. â&#x20AC;&#x153;Background of Superpave Asphalt Mixture Design and Analysis,â&#x20AC;? Report FHWA-SA-956-003, Office of Technology Applications, Federal Highway Administration, Washington, D.C., 1994. [10] McGennis, R.B., R.M. Anderson, D. Perdomo and P. Turner. â&#x20AC;&#x153;Issues Pertaining to Use of Superpave Gyratory Compactor.â&#x20AC;? In Transportation Research Record 1543, TRB, National Research Council, Washington, DC. 1996.

DTD-R-2002-11, Colorado Department of Transportation, Denver, Colorado, 2002. [5] Brown, E.R., and M.S. Buchanan. â&#x20AC;&#x153;Consolidation of the Ndesign Compaction Matrix and Evaluation of Gyratory Compaction Requirements,â&#x20AC;? Journal of the Association of Asphalt Paving Technologists, Volume 68, 1999, pp. 153-191. [6] FHWA, Superpave Fundamentals Course No. 13153 Reference Manual (CD), National Highway Institute, U.S. Department of Transportation, Federal Highway Administration, June 2000. [7] Gyratory Shear Compacting Press, Laboratoroire Central des Ponts et ChausĂŠes (LCPC); http://www.lcpc. fr/en/produits/materiels_mlpc/fiche. dml?id=127&type=abcdaire, accessed June 16, 2005.

15. Risultati ITS per PA secondo angoli interni diversi (T = 20Â°C)

[11] US Army Corps of Engineers. â&#x20AC;&#x153;Gyratory Compaction Method for Determining Density Requirements for Subgrade and Base of Flexible Pavements,â&#x20AC;? Miscellaneous Paper No. 4-494, Waterways Experiment Station, Vicksburg, Mississippi, May 1962. [12] US Army Corps of Engineers. â&#x20AC;&#x153;Hot Mix Asphalt Paving Handbookâ&#x20AC;?. Part I: Project, Organization, Mix Design and Quality Control. 2000. [13] Yildrim, Y., M. Solaimanian, R.B. McGennis, and T.W. Kennedy. â&#x20AC;&#x153;Comparative Analysis of Volumetric Properties for Superpave Gyratory Compactors.â&#x20AC;? In Transportation Research Record 1712, TRB, National Research Council, Washington, DC. 2000.

Attrezzature 10/2014 leStrade

N. 10 OTTOBRE 2014

leStrade

Aeroporti Autostrade Ferrovie

■ Sviluppare il TPL su ferro

■ Governare l’acqua ■ Comparto ferroviario ancora incerto ■ Norme al passo della tecnica ■ Patrimonio stradale europeo ■ Modello engineering ■ Eventi associativi Associazione Italiana della Telematica per i Trasporti e la Sicurezza

à & traffico

■ Nuove strade in Italia e Africa

■ Le opportunità dei trasporti intelligenti

Mobilità & traffico PAGINE

FERROVIE ASSOCIATIVE MOBILITÀ Mobilità & traffico Mobil o

Strade Macchine & Attrezzature

AUTOSTRADE MACCHINE & ATTREZZATURE M

118

Sviluppare il TPL su ferro RegolaritĂ , comfort, economie: i vantaggi dei sistemi di trasporto a guida vincolata

AIIT Associazione Italiana per lâ&#x20AC;&#x2122;ingegneria del Traffico e dei Trasporti Via Magenta, 5 00185 Roma Tel. 06.58330779 segreteria@aiit.it www.aiit.it

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La 6ÂŞ edizione di Sistema Tram Nei giorni 19 e 20 del prossimo marzo si svolgerĂ a Roma il 6Â° Convegno nazionale â&#x20AC;&#x153;6LVWHPD 7UDPâ&#x20AC;?, organizzato da AIIT, ASSTRA e CIFI, con il coordinamento e il patrocinio del Ministero delle Infrastrutture e dei Trasporti. GiĂ dalla precedente edizione del 2013, il campo di interesse del convegno era stato esteso agli altri sistemi di trasporto locale a guida vincolata, sia per la necessitĂ di affrontare le problematiche del trasporto urbano e di area metropolitana con una visione integrata, sia per lo svilupparsi di soluzioni intermedie, quali il tram-treno e la metrotramvia, e per la presenza di co-

muni questioni tecnologiche. CosĂŹ anche questa volta, pur mantenendo la denominazione ormai tradizionale, si parlerĂ non solo di tram, ma anche di metropolitane, di servizi ferroviari locali, di impianti a fune, di people mover e di sistemi innovativi. E, accanto agli aspetti piĂš propriamente tecnici dei veicoli e delle vie, si attendono contributi su materie di carattere funzionale, gestionale ed economico: dalla pianificazione delle reti e dei servizi alle scelte per i finanziamenti e i modi di realizzazione, dalle innovazioni tecnologiche alle metodologie di esercizio e a quelle di manutenzione.

ASSOCIAZIONE AIIT 10/2014 leStrade

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Nuove strade tra Italia e Africa Attraverso il Mediterraneo portando amicizia, tecniche viarie e opportunità di sviluppo AIPCR Associazione Mondiale della Strada Ministero delle Infrastrutture e dei Trasporti Via G. Caraci, 36 00157 Roma Tel. 06.41583323 Fax 06.41583364 E-mail: aipcrcni@tin.it www.aipcr.it

Leonardo Annese

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TAB. 1 DATI STATISTICI - VALORI A PREZZI CORRENTI 2011

2012

2013

2012/2011

2013/2012

Mercato interno

2.839

2.725

2.612

â&#x2C6;&#x2019;4,0

â&#x2C6;&#x2019;4,1

Fatturato totale

3.378

3.206

3.059

â&#x2C6;&#x2019;5,1

â&#x2C6;&#x2019;4,6

Esportazioni

1.060

978

988

â&#x2C6;&#x2019;7,7

1,0

Importazioni

521

497

541

â&#x2C6;&#x2019;4,6

8,9

Bilancia commerciale

539

481

447

Fonte: Anie

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ASSOSEGNALETICA Associazione Italiana Segnaletica Stradale Via A. Scarsellini, 13 - 20161 Milano Segreteria: Tel. 02 45418576 - 02 45418500 E-mail: assosegnaletica@anima.it www.assosegnaletica.it

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ERF European Union Road Federation Place Stephanie, 6/B B-1050 Bruxelles (Belgio) Tel. +(32) 2 644 58 77 Fax +(32) 2 647 59 34 www.erf.be

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OICE Associazione delle organizzazioni di ingegneria, di architettura e di consulenza tecnico-economica Via Flaminia, 388 00196 Roma Tel. 06.80687248 Fax 06.8085022 E-mail info@oice.it www.oice.it

Andrea Mascolini

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Nominata la Giunta Esecutiva OICE Il Consiglio Direttivo OICE eletto dall’Assemblea degli Associati del 5 giugno 2014 ha proceduto nella sua prima riunione del 10 luglio alla nomina della Giunta Esecutiva dell’Associazione che risulta così composta: Presidente: ing. Patrizia Lotti Vice Presidenti: ing. Maurizio Boi (Rapporti con EFCA, FIDIC e Normative comunitarie), ing. Gianluigi Geddo (Marketing associativo), ing. Alfredo Ingletti (Internazionalizzazione), ing. Giorgio Lupoi (Rap-

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porti con Confindustria), ing. Nicola Salzano de Luna (Rapporti con Grandi committenti), dott.ssa Patrizia Vianello (Ambiente). Tesoriere: arch. Armando Latini. Il Consiglio ha inoltre assegnato le seguenti deleghe: ing. Andrea Benincasa di Caravacio (Formazione e Rapporti con le Università), ing. Roberto Carpaneto (Energia e Rinnovabili). Infine, sempre il giorno 10 luglio, i rappresentanti regionali hanno eletto quale Presidente della Consulta Interregionale l’ing. Giovanni Kisslinger.

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Eventi associativi Dalla Summer School 2014 di Bologna al simposio RILEM 2015 di Ancona

Società Italiana Infrastrutture Viarie SIIV Sede Legale in via delle Brecce Bianche c/o Fac. Ingegneria Università Politecnica delle Marche 60131 Ancona

Anna Granà Università di Palermo

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Le opportunità dei trasporti intelligenti Attuare il Piano nazionale ITS: ecco la vera spending review per il settore

Associazione Italiana della Telematica per i Trasporti e la Sicurezza

TTS Italia Associazione Italiana della Telematica per i Trasporti e la Sicurezza Via Flaminia 388 00196 Roma E-mail redazione@ttsitalia.it www.ttsitalia.it

Laura Franchi

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ASSOCIAZIONE TTS ITALIA 10/2014 leStrade

Codice Regolamento Sicurezza

190€ 190€ Spese di spedizione escluse

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Enrico Bonizzoli in collaborazione con

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Schede tecniche e fotografie commentate rendono il prodotto unico nel suo genere

Il Volume tratta gli argomenti: • Codice della Strada • Regolamento di attuazione ed esecuzione del Codice della Strada • Decreto D.M. 10 luglio 2002 Disciplinare Tecnico relativo agli schemi segnaletici da adottare per il segnalamento temporaneo

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