Pièce
60759_A150 GER_00_INT_GEN-_DCE_DOC_030021_A00.pdf · 70 438 mots · du marché « Rechargement de chaussée et purges ponctuelles sur l'A150 Barentin / Ecalles-Alix avec marquage définitif », dossier de consultation officiel.
Autoroute A150
Liaison Barentin / Écalles-Alix
CONCESSIONNAIRE
AUTOROUTE A150
LIAISON BARENTIN / ECALLES-ALIX
Pièce B2
Dossier de plans
Reconnaissances
N° Affaire Projet Sens Emetteur Domaine Phase Type Chrono Indice
60759 A150 GER 00 INT GEN- DCE DOC 030021 A00
ALBEA – SAS au capital de 15 060 520€
RCS ROUEN : 537 624 652
Tél : 02.32.80.94.30
Adresse : Centre d’Exploitation A150 – Impasse Louise de Formont 76360 BOUVILLE
A150-GER Chaussée
Autoroute A150
Liaison Barentin / Écalles-Alix
Révision
Version Date Auteurs / Vérificateur Description
A00 09/02/2026 LLE / DKA Première émission
Coordonnées
Adresse de l’établissement Directeur de projet
Xavier FRESNEAU
Setec international Immeuble Central Seine,
5, chemin des gorges de Cabriès 42-52 quai de la rapée - CS 71230
13127 VITROLLES 75583 PARIS CEDEX 12
France
Tél +33 (0)4 86 15 60 00 Tél +33 (0)1 82 51 58 87
Fax +33 (0)4 86 15 61 23 Xavier.Fresneau@setec.com
www.inter.setec.fr
A150-GER Chaussée
Autoroute A150
Liaison Barentin / Écalles-Alix
Table des matières
DIAGNOSTIC DE VOIRIE ALBEA ................................................................ 5
RAPPORT D’ESSAIS SUR ENROBES ......................................................... 6
A150-GER Chaussée
Autoroute A150
Liaison Barentin / Écalles-Alix
DIAGNOSTIC DE VOIRIE ALBEA
A150-GER Chaussée
ALBEA
AUTOROUTE A150
Liaison BARENTIN – ECALLES ALIX (76)
Rapport d'étude DRN7.N.2040
Diagnostic de voirie
16/10/2023
Agence de ROUEN • Rue du Pré de la Roquette – ZAC de la Vente Olivier – 76800 SAINT
ETIENNE DU ROUVRAY
Tél. 33 (0) 2 32 19 63 00 • Fax 33 (0) 2 32 19 63 01 • cebtp.rouen@groupeginger.com
Ginger CEBTP - Agence de ROUEN
Affaire : AUTOROUTE A150 (76) – DIAGNOSTIC VOIRIE
ALBEA
AUTOROUTE A150
Liaison BARENTIN – ECALLES ALIX (76)
RAPPORT – Diagnostic voirie
Dossier : DRN7.N.2040
Indice Date Chargé d’affaire Visa Vérifié par Visa Contenu Observations
22 pages
1 16/10/23 M. PERIMONY H. KHALDI -
3 annexes
23 pages Complément du
2 02/10/23 M. PERIMONY H. KHALDI
4 annexes rapport
Insertion des
23 pages
3 16/10/23 M. PERIMONY H. KHALDI essais
4 annexes
complémentaires
A compter du paiement intégral de la mission, le client devient libre d’utiliser le rapport et de le
diffuser à condition de respecter et de faire respecter les limites d’utilisation des résultats qui y
figurent et notamment les conditions de validité et d’application du rapport.
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Sommaire
I. CONTEXTE ......................................................................................... 4
I.1. Contexte du projet................................................................................................ 5
I.1.1. Données générales ................................................................................................. 5
I.1.2. Documents communiqués ....................................................................................... 5
I.2. Mission Ginger CEBTP ......................................................................................... 5
I.3. Description du site ............................................................................................... 6
I.3.1. Extrait de carte IGN ................................................................................................ 6
II. INVESTIGATIONS ................................................................................. 7
II.1. Préambule .......................................................................................................... 8
II.2. Implantation et nivellement.................................................................................... 8
II.3. Sondages, essais et mesures in situ ....................................................................... 8
II.3.1. Investigations in situ .............................................................................................. 8
II.3.2. Mesures de déflexion .............................................................................................. 9
II.4. Essais en laboratoire ............................................................................................ 9
II.4.1. Essais amiante HAP ............................................................................................... 9
II.4.2. Essais sur carottes d’enrobé .................................................................................. 10
III. INTERPRETATIONS ET SYNTHESE DES INVESTIGATIONS ....................... 11
III.1. Synthèse des investigations - Interprétations ......................................................... 12
III.1.1. Structure de voirie de la section courante ................................................................ 12
III.1.2. Structure de voirie de la barrière de péage ............................................................... 15
III.1.3. Structure des bretelles .......................................................................................... 17
IV. ETUDE DES OUVRAGES ..................................................................... 19
IV.1. Section courante................................................................................................ 20
IV.2. Barrière de péage............................................................................................... 21
IV.3. Bretelles ........................................................................................................... 22
IV.4. Résultats amiante et HAP .................................................................................... 23
ANNEXES
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I. CONTEXTE
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I.1. Contexte du projet
I.1.1.1. Généralités
Nom de l’opération : Diagnostic de voirie
Localisation : A150 – Liaison BARENTIN – ECALLES ALIX
Commune : BARENTIN – ECALLES ALIX (76)
Demandeur de la mission : ALBEA
Client : ALBEA
I.1.1.2. Intervenants
Maître d’ouvrage : ALBEA
Maître d’œuvre : SETEC
Les documents qui nous ont été transmis sont les suivants :
• Linéaire de voirie à ausculter,
• Plan des bretelles de Barentin avec appellation des bretelles,
• Synoptique des chaussées.
I.2. Mission Ginger CEBTP
L’étude comprend les prestations suivantes :
• Carottages de chaussées,
• Mesures de déflexion au déflectomètre LACROIX,
• Essais en laboratoire.
Elle comprend également :
• Les mesures à grand rendement de l’état de chaussée,
• Le calcul des indicateurs IRQN et IRQA.
Ces mesures ont été sous traitées à TECHNOLOGIES NOUVELLES et au CEREMA, et font
l’objet d’un rapport établi par TECHNOLOGIES NOUVELLES en parallèle. Ce rapport est
référencé « Autoroute A150 – Liaison Barentin / Ecalles Alix – Inspections détaillées » du 13
septembre 2023.
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I.3. Description du site
L’autoroute A150 est une autoroute à 2x2 voies, où les trafics sont de l’ordre de 9 300
véhicules/jour dont 8.5% de poids-lourds.
Les voies à ausculter sont :
• La section courante Barentin / Ecalles-Alix (PR11+100 à 28+700), soit 17.6 km,
• La barrière de péage de Bouville (comprise dans les 17.6 km),
• Les 4 bretelles de l’échangeur de Barentin soit un linéaire de 2.5 km. Les bretelles sont
nommées A, B, C et D.
Site étudié
Source : Géoportail
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II. INVESTIGATIONS
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II.1. Préambule
La campagne d’investigations a été définie par :
• le client, lors de la consultation
• adapté sur place par Ginger CEBTP en accord avec le client.
Ces investigations ont toutes été réalisées.
II.2. Implantation et nivellement
L’implantation des sondages et essais in situ figure sur le plan d’implantation joint en annexe 1.
Elle a été définie et réalisée par Ginger CEBTP en fonction du projet.
Les coordonnées des têtes de sondages ont été relevées en X, Y par GINGER CEBTP.
II.3. Sondages, essais et mesures in situ
Les investigations suivantes ont été réalisées :
Type de sondage Quantité Noms Coordonnées GPS
SC1 49.6267359/0.8139665
SC2 49.6266528/0.8138583
SC3 49.6212167/0.8395428
SC4 49.6210808/0.8395587
SC5 49.6099363/0.8595311
SC6 49.6098651/0.8593541
SC7 49.5928476/0.8668154
SC8 49.5928150/0.8666106
SC9 49.5777419/0.8802964
SC10 49.5776361/0.8801712
Sondage carotté ∅ 152 mm 36
SC11 49.5653361/0.9000651
SC12 49.5651988/0.9000183
SC13 49.5376306/0.9345764
SC14 49.5375156/0.9344599
SC15 49.5230233/0.9685385
SC16 49.5232660/0.9675125
SC17 49.5256685/0.9578020
SC18 49.5464617/0.9238185
SC19 49.5478955/0.9222879
SC20 49.5485122/0.9215215
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SC21 49.5500218/0.9197186
SC22 49.5474993/0.9227687
SC23 49.5489080/0.9210590
SC24 49.5499353/0.9194507
SC25 49.5483430/0.9210002
SC26 49.5476311/0.9218310
SC27 49.5462584/0.9236785
SC28 49.5485150/0.9208072
SC29 49.5471644/0.9224605
SC30 49.5263759/0.9613707
SC31 49.5258697/0.9609029
SC32 49.5241827/0.9614751
SC33 49.5241119/0.9615972
SC34 49.5228685/0.9694759
SC35 49.5239623/0.9637531
SC36 49.5239639/0.9639377
Les coupes des sondages sont présentées en annexe 3.
Des mesures de déflexion ont été réalisées sur l’ensemble des voies lentes de la section
courante et sur les bretelles.
Le détail des déflexions est présenté en annexe 2.
II.4. Essais en laboratoire
Les essais suivants ont été réalisés et sont fournis en annexe 4 :
Identification des sols Nombre Norme
Recherche HAP 12 NF EN 15527
Recherche amiante par analyse MET 12 NF X 43-050
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Les essais suivants ont été réalisés et sont fournis en annexe 4 :
Identification des sols Nombre Norme
Module de rigidité sur carotte d’EME 12 NF EN 12697-26
Essai d’extraction avec analyse granulométrique 19 NF EN 12697-1&2
sur béton bitumineux
Récupération de bitume sur béton bitumineux 19 NF EN 12697-3
Essai bille anneau sur bitume 19 NF EN 1426
Essai de pénétration sur bitume 19 NF EN 1427
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III. INTERPRETATIONS ET SYNTHESE DES
INVESTIGATIONS
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III.1. Synthèse des investigations - Interprétations
Les collages et états des carottes sont présentées sur les coupes de sondage en annexe.
Le tableau suivant reprend les épaisseurs de couches dans le sens 1 (croissant) de la section
courante.
PR 28+500 26+500 24+500 22+500 20+500 18+500 14+500 11+500
Carotte SC1 SC3 SC5 SC7 SC9 SC11 SC13 SC15
BBSG 6.5 6.5 6.5 6.5 6.5 7.0 6.5 7.5
Etat Sain Sain Sain Sain Sain Sain Sain Sain
Collage Collé Collé Collé Collé Collé Collé Collé Collé
Paroi Lisse Lisse Lisse Lisse Lisse Lisse Lisse Lisse
Péné (1/10 mm) 20 20 18 18
TBA (°C) 61.2 59.9 61.8 61.7
% Bitume 5.15 5.1 5.43 5.33
EME 12.5 11.5 13.0 12.5 12.5 12.0 12.5 11.0
Etat Sain Sain Sain Sain Sain Sain Sain Sain
Collage Collé Collé Collé Collé Collé Collé Collé Collé
Paroi Lisse Lisse Lisse Lisse Lisse Lisse Lisse Lisse
Module (MPa) 13 535 12 499 12 349 10 882
Péné (1/10 mm) 20
TBA (°C) 62.5
% Bitume 5.34
Surface Saine Saine Saine Saine Saine Saine Saine Saine
Le tableau suivant reprend les résultats des déflexions caractéristiques sur la section
croissante :
Bande de roulement gauche Bande de roulement droite
PR début PR fin Déflexion Car PR début PR fin Déflexion car
11+344 11+462 9 11+344 11+457 8
11+462 11+829 10 11+457 11+529 21
11+829 11+897 14 11+529 11+917 12
11+897 12+247 10 11+917 12+291 11
12+247 12+669 15 12+291 12+933 17
12+669 13+065 11 12+933 14+876 14
13+065 14+540 9 14+876 15+196 15
14+540 14+876 10 15+196 15+421 20
14+876 15+196 13 15+421 15+481 16
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15+196 15+486 17 15+481 15+620 10
15+486 15+615 9 16+350 19+345 11
16+350 21+158 7 19+345 22+000 8
21+158 22+000 4 22+000 22+501 21
22+000 22+501 18 22+501 25+084 16
22+501 25+105 14 25+084 28+157 14
25+105 28+157 12
Le tableau suivant reprend les épaisseurs de couches dans le sens 2 (décroissant) de la section
courante.
PR 28+500 26+500 24+500 22+500 20+500 18+500 14+500 11+600 12+360
Carotte SC2 SC4 SC6 SC8 SC10 SC12 SC14 SC16 SC17
BBSG 6.5 7.0 6.0 6.5 7.0 7.0 6.5 6.0 6.0
Etat Sain Sain Sain Sain Sain Sain Sain Sain Fissuré
Collage Collé Collé Collé Collé Collé Collé Collé Collé Collé
Paroi Lisse Lisse Lisse Lisse Lisse Lisse Lisse Lisse Lisse
Péné (1/10 mm) 20 24 14 13
TBA (°C) 60.1 57.6 66.2 68
% Bitume 5.09 5.18 5.24 4.61
EME 12.5 11.5 12.0 12.0 12.5 12.5 12.5 11.5 13.5
Etat Sain Sain Sain Sain Sain Sain Sain Sain Sain
Collage Collé Collé Collé Collé Collé Collé Collé Collé Collé
Paroi Lisse Lisse Lisse Lisse Lisse Lisse Lisse Lisse Lisse
Module (MPa) 13 895 12 596 14 057 11 371
Péné (1/10 mm) 18 21
TBA (°C) 65.5 63.4
% Bitume 5.35 5.4
Surface Saine Saine Saine Saine Saine Saine Saine Saine Fissurée
Le tableau suivant reprend les résultats des déflexions caractéristiques sur la section
décroissante :
Bande de roulement gauche Bande de roulement droite
PR début PR fin Déflexion Car PR début PR fin Déflexion car
11+143 11+308 6 11+143 11+339 9
11+308 11+400 25 11+339 11+538 20
11+400 12+345 11 11+538 12+285 11
12+345 13+044 15 12+285 13+079 16
13+044 14+620 9 13+079 14+620 13
14+620 14+868 11 14+620 15+738 14
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14+868 14+953 14 16+651 17+817 12
14+953 15+728 12 17+817 22+004 16
16+592 17+688 9 22+004 28+709 21
17+688 18+217 12
18+217 19+499 13
19+499 22+004 10
22+004 28+673 14
28+673 28+709 NS
La valeur de déflexion caractéristique sur la bande de roulement droite entre les PR 22 et 28
+700 sont faussés par le positionnement des cônes pour la neutralisation de la voie et qui ont
obligé le camion à circuler ponctuellement en bordure de la bande d’arrêt d’urgence donnant
des valeurs plus élevées.
Les courbes granulométriques des BBSG ont donné les résultats suivants :
SC 0.063 0.250 0.5 1 2 4 6.3 10 12.5 14
SC13 8.2 13 16 21 30 47 64 90 99 100
SC9 7.0 11 14 19 27 42 60 90 100 100
SC5 7 .2 12 15 21 30 44 59 89 100 100
SC1 7.6 12 16 22 31 46 63 91 100 100
SC17 6.9 11 15 20 29 44 60 89 99 100
SC12 7.2 12 15 21 30 46 62 88 99 100
SC8 7.4 12 16 21 31 46 62 90 100 100
SC4 7.3 12 15 21 30 45 61 91 99 100
Moyenne 7.4 12 15 21 30 45 61 90 100 100
Les courbes granulométriques des EME ont donné les résultats suivants :
SC 0.063 0.250 0.5 1 2 4 6.3 10 12.5 14 16 20
SC7 8.7 13 17 22 29 38 52 81 92 96 98 100
SC2 9.4 14 18 22 30 40 54 83 93 97 99 100
SC16 8.5 13 17 22 29 40 53 80 93 97 100 100
Moyenne 8.9 13 17 22 29 39 53 81 93 97 99 100
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Les collages et états des carottes sont présentées sur les coupes de sondage en annexe.
Le tableau suivant reprend les épaisseurs de couches dans le sens 1 (croissant) de la section
courante.
Localisation Amont Aval
Carotte SC18 SC22 SC19 SC20 SC23 SC21
BBME 6.5 6 7 6.5 5.5 5.5
Etat Sain Fissuré Sain Sain Fissuré Sain
Collage Collé Décollé Collé Semi-collé Collé Collé
Paroi Lisse Lisse Lisse Lisse Lisse Lisse
Péné (1/10 mm) 19 13 7
TBA (°C) 61.6 65.5 75.9
% Bitume 4.99 5.39 4.96
EME 12.5 15.5 14 12 15 14
Etat Sain Sain Sain Sain Sain Sain
Collage Collé Collé Collé Collé Collé Collé
Paroi Lisse Lisse Lisse Lisse Lisse Lisse
Module (MPa) 11 350
Péné (1/10 mm) 12
TBA (°C) 75.4
% Bitume 3.97
EME 10 13
Etat Sain Médiocre
Collage Collé Collé
Paroi Lisse Lisse
Surface Saine Fissurée Saine Saine Fissurée Saine
Le tableau suivant reprend les résultats des déflexions caractéristiques sur la section
croissante :
Bande de roulement gauche Bande de roulement droite
PR début PR fin Déflexion Car PR début PR fin Déflexion car
15+615 15+945 13 15+620 15+945 19
16+049 16+350 7 16+024 16+350 11
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Le tableau suivant reprend les épaisseurs de couches dans le sens 2 (décroissant) de la
barrière de péage.
Localisation Amont Aval
Carotte SC24 SC28 SC25 SC26 SC29 SC27
BBME 7.0 6.0 6.0 7.0 7.0 6.0
Etat Sain Fissuré Sain Sain Fissuré Sain
Collage Collé Collé Collé Collé Décollé Collé
Paroi Lisse Lisse Lisse Lisse Lisse Lisse
Péné (1/10 mm) 6 19 7
TBA (°C) 77.7 66.1 79.2
% Bitume 5.03 5.14 5.00
EME 16.0 18.5 16.5 12.0 13.0 14.0
Etat Sain Sain Sain Sain Sain Sain
Collage Collé Collé Collé Collé Collé Collé
Paroi Lisse Lisse Lisse Lisse Lisse Lisse
Module (MPa) 12 083
EME 16.5 15.0
Etat Sain Sain
Collage Collé Collé
Paroi Lisse Lisse
Surface Saine Fissurée Saine Saine Fissurée Saine
Le tableau suivant reprend les résultats des déflexions caractéristiques sur la section
décroissante :
Bande de roulement gauche Bande de roulement droite
PR début PR fin Déflexion Car PR début PR fin Déflexion car
15+728 15+967 17 15+738 15+967 18
16+038 16+592 12 16+038 16+651 15
Les courbes granulométriques des BBSG ont donné les résultats suivants :
SC 0.063 0.250 0.5 1 2 4 6.3 10 12.5 14
SC18 8.6 13 16 21 30 45 61 89 99 100
SC19 8.2 13 16 22 31 47 63 89 99 100
SC23 7.7 12 16 21 30 44 60 89 99 100
SC28 7.6 12 16 22 31 46 62 89 99 100
SC26 7.5 12 16 21 30 45 62 87 100 100
SC27 8.1 13 16 22 31 47 63 90 99 100
Moyenne 8.0 13 16 22 31 46 62 89 99 100
La courbe granulométrique de l’EME a donné les résultats suivants :
SC 0.063 0.250 0.5 1 2 4 6.3 10 12.5 14 16 20
SC20 10.2 15 19 25 34 45 57 82 94 96 99 100
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Les collages et états des carottes sont présentées sur les coupes de sondage en annexe.
Le tableau suivant reprend les épaisseurs de couches dans le sens 1 (croissant) de la barrière
de péage.
Localisation Bretelle A Bretelle B Bretelle C Bretelle D
Carotte SC30 SC31 SC32 SC33 SC34 SC35 SC36
BBME 4.0 5.0 6.5 7.0 7.0 5.5 5.5
Etat Fissuré Sain Sain Fissuré Sain Sain Fissuré
Collage Collé Collé Collé Collé Collé Collé Semi-collé
Paroi Lisse Lisse Lisse Lisse Lisse Lisse Lisse
Péné (1/10 mm) 24
TBA (°C) 61.4
% Bitume 4.99
EME 7.0 11.0 14.0 13.0 5.0 8.0 9.0
Etat Sain Sain Sain Sain Sain Sain Sain
Collage Décollé Collé Collé Collé Décollé Collé Collé
Paroi Lisse Lisse Lisse Lisse Lisse Lisse Lisse
Module (MPa) 11 461 13 154
EME 4.5 7.0 9.0 7.0
Etat Sain Sain Sain Sain
Collage Collé Collé Collé Collé
Paroi Lisse Lisse Lisse Lisse
EME 11.5
Etat Sain
Collage Collé
Paroi Lisse
Surface Fissurée Saine Saine Fissurée Saine Saine Fissurée
Le tableau suivant reprend les résultats des déflexions caractéristiques sur la bretelle A :
Bande de roulement gauche Bande de roulement droite
PR début PR fin Déflexion Car PR début PR fin Déflexion car
0+000 0+473 14 0+000 0+473 18
Le tableau suivant reprend les résultats des déflexions caractéristiques sur la bretelle B :
Bande de roulement gauche Bande de roulement droite
PR début PR fin Déflexion Car PR début PR fin Déflexion car
0+000 0+433 9 0+000 0+433 24
On constate une zone de déflexion plus importante sur l’arrivée sur le giratoire (zone fissurée),
qui explique la valeur de déflexion caractéristique élevée en rive.
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Le tableau suivant reprend les résultats des déflexions caractéristiques sur la bretelle C :
Bande de roulement gauche Bande de roulement droite
PR début PR fin Déflexion Car PR début PR fin Déflexion car
0+000 1+542 5 0+000 1+532 5
1+542 1+762 13 1+532 1+762 20
Le tableau suivant reprend les résultats des déflexions caractéristiques sur la bretelle D :
Bande de roulement gauche Bande de roulement droite
PR début PR fin Déflexion Car PR début PR fin Déflexion car
0+000 0+529 6 0+000 0+529 13
La courbe granulométrique du BBSG a donné les résultats suivants :
SC 0.063 0.250 0.5 1 2 4 6.3 10 12.5 14
SC34 7.3 12 15 21 29 43 58 86 99 100
Dossier : DRN7.N.2040 Indice 3 du 16/10/2023 Page 18/23
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Affaire : AUTOROUTE A150 (76) – DIAGNOSTIC VOIRIE
IV. ETUDE DES OUVRAGES
Dossier : DRN7.N.2040 Indice 3 du 16/10/2023 Page 19/23
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IV.1. Section courante
La structure théorique pour la section courante est la suivante :
• 6 cm de BBSG
• 12 cm d’EME
Les différents sondages réalisés montrent une épaisseur de BBSG respectée pouvant aller
jusqu’à 7.5 cm.
Ceux-ci montrent une épaisseur d’EME globalement respectée. Seuls les sondages aux PR
26+500 et 11+500 montrent une épaisseur de 11 à 11.5 cm.
Il n’a pas été mis en évidence de zones de déflexion plus élevées sur ces sous-épaisseurs.
La valeur de déflexion caractéristique sur la bande de roulement droite entre le PR 22 et 28
dans le sens décroissant se retrouve autour de 14 centièmes de millimètres si l’on fait
abstraction des pics, ce qui correspond à une valeur normale.
On constate également que les déflexions sont plus hétérogènes entre les PR 11 et la barrière
de péage. Cependant, ces valeurs ont une valeur de déflexion caractéristique qui reste
inférieure à 20 centièmes de millimètre.
Les valeurs de modules de l’EME sont de l’ordre de 90% et plus de la valeur théorique de
14 000 MPa entre la barrière de péage et le PR 28+500. Ces valeurs peuvent traduire l’effet du
trafic qui est déjà passé sur cette voie.
Elles sont plus variables et de l’ordre de 80% voire moins entre la barrière de péage et le PR
11. Ces valeurs peuvent expliquer l’hétérogénéité des valeurs de déflexion. Ces valeurs
s’expliquent par le trafic déjà passé et la chaussée sera à surveiller localement pour vérifier
l’apparition de fissure (couche fissurée considérée pour une valeur de 50% du module).
Pour le BBSG, les valeurs de teneurs en liant en zone saine sont homogènes avec un liant de
type 10/20 ou 15/25. Les courbes granulométriques sont homogènes également. La variation
du taux de fines peut être créée par le carottage.
On constate une teneur en liant plus faible, pour la zone fissurée. Cela peut s’expliquer par un
désenrobage local au niveau de la fissuration.
Dossier : DRN7.N.2040 Indice 3 du 16/10/2023 Page 20/23
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Pour les EME, Les valeurs de teneurs en liant sont correctes avec un liant de type 15/25. Les
courbes granulométriques sont homogènes et un peu moins grenues que la courbe théorique
mais cela peut être créé par le carottage. L’EME est donc conforme.
IV.2. Barrière de péage
La structure théorique pour la section courante est la suivante :
• 6 cm de BBME
• 14 cm d’EME
Les différents sondages réalisés montrent une épaisseur de BBME globalement respectée
pouvant aller jusqu’à 7.0 cm.
On ne constate une sous-épaisseur qu’au niveau de la zone avale dans le sens croissant.
L’épaisseur d’EME est très variable mais l’épaisseur minimale est obtenue sauf pour les
sondages SC18 et SC29. La valeur de module varie entre 80 et 90% de la valeur théorique.
Les sondages réalisés sur les fissures n’ont pas mis en évidence de sous-épaisseur de
structure.
Il y avait absence de collage pour 2 des sondages réalisés sur ces fissures.
Variation
SC18 SC22 SC19 SC20 SC23 SC21
d’épaisseur
BBME +0.5 cm = +1 cm +0.5 cm -0.5 cm -0.5 cm
EME -1.5 cm +1.5 cm +10 cm +11 cm +1 cm =
Variation
SC24 SC28 SC25 SC26 SC29 SC27
d’épaisseur
BBME +1 cm = = +1 cm +1 cm =
EME +2 cm +4.5 cm +19 cm +13 cm -1 cm =
L’épaisseur d’EME est très variable mais l’épaisseur minimale est obtenue sauf pour les
sondages SC18 et SC29. La valeur de module varie entre 80 et 90% de la valeur théorique.
Les sondages réalisés sur les fissures n’ont pas mis en évidence de sous-épaisseur de
structure. Les fissures ne se prolongent pas dans la couche d’EME.
Il y avait absence de collage pour 2 des sondages réalisés sur ces fissures.
Les valeurs de déflexion caractéristique sont plus élevées globalement que sur la section
courante alors que la structure est plus épaisse. Cela pourrait être lié à un défaut de collage.
Toutefois ce phénomène n’a pas été observé sur les différentes carottes prélevées, hormis sur
les carottes fissurées.
Dossier : DRN7.N.2040 Indice 3 du 16/10/2023 Page 21/23
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Pour le BBME, les valeurs de teneur en liant et les courbes granulométriques sont homogènes
et ne montrent pas d’anomalie.
Les bitumes sont localement très durs ce qui pourrait expliquer la fissuration.
La teneur en liant de l’EME est beaucoup plus faible que la valeur théorique (-1.2%). Cette
teneur en liant est faible et s’apparente plus à la teneur en liant d’une grave bitume.
IV.3. Bretelles
Les structures de bretelle sont différentes et d’épaisseur inférieure à ce qui était prévu.
Variation
SC30 SC31 SC32 SC33 SC34 SC35 SC36
d’épaisseur
BBME -2 cm -1 cm +0.5 cm +1 cm +1 cm -0.5 cm -0.5 cm
EME +5 cm -7 cm -4 cm -5 cm -6 cm -1 cm -2 cm
Les déflexions sont homogènes pour les bretelles A et D.
Pour la bretelle B, on constate une zone de déflexion élevée qui correspond à la zone fissurée.
Pour la bretelle C, on constate deux zones de déflexion distinctes, ce qui montre la présence
de 2 structures différentes.
Ces deux structures sont bien identifiées sur le synoptique des chaussées fournies par ALBEA.
Un deuxième sondage permettrait de vérifier la nature de cette structure et la conformité des
épaisseurs.
Les valeurs de module d’EME sont supérieures à 80% de la valeur théorique.
Dossier : DRN7.N.2040 Indice 3 du 16/10/2023 Page 22/23
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IV.4. Résultats amiante et HAP
Le tableau suivant reprend les résultats des carottes :
Sondage Couche Amiante HAP (mg/kg)
BBSG Non 1.81
SC8 (section courante sens 2)
EME Non < 0.5
BBSG Non < 0.5
SC13 (section courante sens 1)
EME Non < 0.5
BBME Non < 0.5
SC22 (BPV sens 1)
EME Non < 0.5
BBME Non < 0.5
SC25 (BPV sens 2)
EME Non 1.24
BBSG Non < 0.5
SC32 (Bretelle B)
EME Non < 0.5
BBSG Non < 0.5
SC34 (Bretelle C)
EME Non < 0.5
Les enrobés ne présentent ni amiante, ni HAP (teneur inférieure à 50 mg/kg). Ils pourront être
rabotés de manière traditionnelle et réutilisés à chaud ou à froid.
Dossier : DRN7.N.2040 Indice 3 du 16/10/2023 Page 23/23
E160-2 Version 5 20/02/2023
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Affaire : AUTOROUTE A150 (76) – DIAGNOSTIC VOIRIE
ANNEXE 1 – PLAN D’IMPLANTATION DES SONDAGES
Dossier : DRN7.N.2040 Indice 3 du 16/10/2023 ANNEXE
E160-2 Version 5 20/02/2023
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Affaire : AUTOROUTE A150 (76) – DIAGNOSTIC VOIRIE
ANNEXE 2 – MESURES DE DEFLEXION
• Mesures de déflexion :
• Résultats des essais,
• Valeur de déflexion caractéristique.
Dossier : DRN7.N.2040 Indice 1 du 02/10/2023 ANNEXE
E160-2 Version 5 20/02/2023
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Ginger CEBTP - Agence de ROUEN
Affaire : AUTOROUTE A150 (76) – DIAGNOSTIC VOIRIE
ANNEXE 3 – SONDAGES CAROTTES
• Sondages carottés :
• Coupes détaillées des structures,
Dossier : DRN7.N.2040 Indice 1 du 02/10/2023 ANNEXE
E160-2 Version 5 20/02/2023
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Ginger CEBTP - Agence de ROUEN
Affaire : AUTOROUTE A150 (76) – DIAGNOSTIC VOIRIE
ANNEXE 4 – PROCES VERBAUX DES ESSAIS EN LABORATOIRE
• Analyses amiante et HAP
• Essais sur carotte d’enrobé
Dossier : DRN7.N.2040 Indice 1 du 02/10/2023 ANNEXE
E160-2 Version 5 20/02/2023
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Autoroute A150
Liaison Barentin / Écalles-Alix
RAPPORT D’ESSAIS SUR ENROBES
A150-GER Chaussée
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