Neoprenos y Estructuras, SA de CV.RFC NES 040727 ABA.

Eje 10 sur 184 Col. Selene C.P. 13420 DELG TLAHUAC Mxico, D. F., TELS OFNA 55 58662021

NEXTEL 55 36215412IDI 62*15*78731Email. maribel.neoprenos@yahoo.com.mx

www.neoprenosyestructuras.com.mx

APOYO INTEGRAL DE NEOPRENO DUREZA 60SHORE A NORMA ASTM D-2240(lleva en su interior vulcanizada PLACA DE ACERO A-36)www.neoprenosyestructuras.com.mx

COTIZACION No. 12055CIUDAD DE MEXICO, D. F., A 13 de julio de 2015

CARCEP

ATENCION:ING CARLOS CORREO: cocejo@carcep.mxTELCEL 045 899 1608388TELS OFNA 899 959080

REFERENCIA:MARCA BASF ASI LE LLAMAN Wabo ElastoFlex EF-400Mexpresa LE DICE WOODS 100

ATENDIENDO A SU INTERS POR ADQUIRIR NUESTROS PRODUCTOS DE NEOPRENO, LE PRESENTAMOS A USTEDES LA SIGUIENTE COTIZACIN:IMAGEN:

FABRICACIN: JUNTA N65

www.neoprenosyestructuras.com.mx

JUNTA TIPO WOOS-EF-400

NEOPRENOS Y ESTRUCTURAS, SA DE CV.

SRA. MARIBEL REYES E. GERENTE GENERAL MENSAJES POR WhatsAPP 5536215412 NEXTEL MEXICO 01-55 36215412IDI 62*15*78731CORREO maribel.neoprenos@yahoo.com.mxPAGINA www.neoprenosyestructuras.com.mx

JUNTA TIPO WOOS-EF-400

DESCRIPCINConsiste en el sello continuo de caucho EPDM reforzado con tela, el cual est trabado por bloques modulares de anclaje de EPDM reforzado con acero. Los extremos estn conectados por una conexin macho-hembra para garantizar una conexin macho-hembra para garantizar una conexin positiva y evitar levantamiento o separaciones. El sello de membrana que se instala continuamente de brocal, tiene una capacidad total de movimiento de 10 cms ( 4 pulg ). La configuracin del sello en forma de M se pliega hacia arriba por medio de tres rtulas preformadas, lo cual permite expulsar fcilmente la suciedad y grava. BENEFICIOS NO METALICOTanto los bloques de anclaje como la membrana estn fabricados con materiales elastomricos de alta calidad, por lo cual el sistema no sufre corrosin relacionada con lluvias cidas o con la aplicacin de sales a las carreteras.

FLEXIBLEEl diseo de membrana permite al sistema manejar cualquier configuracin de juntas que incorpore cambios direccionales y curvas.

RESISTENTE AL DESLIZAMIENTOCada bloque de anclaje consta de acanaladuras moldeadas que permiten un adecuado drenaje de agua.

USO RECOMENDADO

Sellado de juntas en puentes.

Nuevas construcciones y proyectos de rehabilitacin.

Aplicaciones de juntas de expansin con movimiento mximo de 10 cms (4 pulg ).

PROPIEDADES FISICAS El elastmero del bloque de anclaje y sello de la membrana EFL-400 deben cumplir con los requisitos especificados en la tabla.

Los angulos de acero embebidos en los bloques de anclaje moldeados se construyen con acero ASTM A36

PROPIEDADES FISICAS DE LA MEMBRANA Y BLOQUE DE ANCLAJE ELASTOMERICO:

PROPIEDADES FSICASMTODO DE ENSAYO ASTMREQUISITOS

Resistencia a la traccinD 41210,4 Mpa(1500 psi), min.

Elongacin de rupturaDeformacin permanenteD 412250% min.

Por compresinMtodo D 39535% (mx.)

Fragilidad a baja temperatura despus de 3 min -40 C (-40 F)D 2137, mtodo APasa a 40 F

Resistencia al ozono, 70 h a 40C(140 F),20% de deformacin.1000 pphm en aireD 1149, modificado, mtodo BAusencia de grietas

Resistencia al aceite (hinchazn ), 70 h a 100 C (212 F) despus de inmersin en aceite n. 3(ASTM)D 471120% mx. aumento del volumen

Adherencia durante vulcanicinD 429 mtodoB 80%

JUNTA TIPO WOOS-EF-400

JUNTA TIPO WOOS-EF-400

NO METALICO

FLEXIBLE

RESISTENTE AL DESLIZAMIENTO

ojo Acero resistente EPDM reforzado bloque de anclaje tiene capacidad para el trfico de camiones montacargas y pesado. Resistente a los rayos ultravioletas y la mayora de los productos qumicos. Tiene capacidad hasta para 4 pulgadas de movimiento.

NEOPRENOS Y ESTRUCTURAS, SA DECVEJE 10 SUR 184 COL. SELENEC.P. 13420 MEXICO, D.F.

RFC NES 040727 ABAFOLIO J 1397590IMSS FOLIO Y6640112006092507244CEDULA DE MICRO PEQUEA INDUSTRIA FOLIO CMP/TLAHUAC/13/08

REPRESENTANTE LEGALSRA. MARIBEL REYES EVAGELISTA

TELS OFICINAS 58662023, 58662021FAX 58662019

NEXTEL 36215412IDI 62*15*78731

PAGUNA WEB www.neoprenosyestructuras.com.mx

correo maribel.neoprenos@yahoo.com.mx

WaboWaboWaboWaboElastoFlexElastoFlexElastoFlexElastoFlex Bridge Series Continuous Membrane Sealing System

DESCRIPTION:DESCRIPTION:DESCRIPTION:DESCRIPTION:

The WaboElastoFlex bridge series joint system features a continuous gland of fabric reinforced EPDM rubber mechanically locked by modular steel reinforced EPDM anchor blocks. Ends of each anchor block tongue and grooved together to ensure a positive connection and prevent uplift or separation. The membrane gland is installed continuous curb to curb. The EFL series utilizes a seal configuration that folds upward via its three preformed hinges allowing easy expulsion of debris and gravel. The EFJ series utilizes a seal configuration that is pedestrian friendly.

RECOMMENDED FOR:RECOMMENDED FOR:RECOMMENDED FOR:RECOMMENDED FOR:

Sealing of joints in bridges

New construction and stage construction rehabilitation projects

Vertical applications and slab-to-wall conditions.

PACKAGING/COVERAGE:PACKAGING/COVERAGE:PACKAGING/COVERAGE:PACKAGING/COVERAGE:

Elastomeric seals are supplied in continuous lengths.

Anchor blocks supplied in standard 6 foot panels. Panels and pre-cut curb units are banded on wooden pallets for shipping.

NP1 Edge Void Sealant is an elastomeric rubber compound used to seal the edge voids. Sealant is supplied in 9.8 oz. tubes.

FeaturesFeaturesFeaturesFeatures BenefitsBenefitsBenefitsBenefits

Non-Metallic

With the anchor blocks and membrane both produced from high quality elastomeric materials

Versatile

The membrane design allows the WaboElastFlex system to handle any joint configuration incorporating directional changes and or skews.

Skid Resistant

Each anchor block is provided with molded surface grooves which allow for proper water drainage

TECHNICAL DATATECHNICAL DATATECHNICAL DATATECHNICAL DATA::::

"A"

"B"Rubber Block

SteelReinforcing

Anchorage

Edge VoidSealant

Elastomeric Seal

"A"

"B"

SteelReinforcing

Anchorage

Edge VoidSealant

Rubber BlockElastomeric Seal

EPDM RubberEPDM RubberEPDM RubberEPDM Rubber

PHYSICAL PROPERTYPHYSICAL PROPERTYPHYSICAL PROPERTYPHYSICAL PROPERTYASTM TEST ASTM TEST ASTM TEST ASTM TEST

METHODMETHODMETHODMETHODREQUIREMENTSREQUIREMENTSREQUIREMENTSREQUIREMENTS

Tensile Strength, min D-412 1500 psi

Elongation at Break, min D-412 350%

Hardness, Shore A D-2240 60 +/- 5Heat Resistance (70hrs@212F)

Tensile Strength, max 25%

Elongation, max 25%

Hardness, max 10 ptsOil Resistance (70 hrs@212F)

Volume, max 120%

Ozone Resistance50 pphm for 72 hrs @ 104F 100 rating

Compression Set22 hrs @ 212F, max 50%

D-573

D-471

D-518

D-395

Physical PropertiesPhysical PropertiesPhysical PropertiesPhysical Properties: The steel angles imbedded in the molded anchor blocks are formed from ASTM A36 steel. The rubber anchor blocks are produced from EPDM rubber. The EFL elastomeric seal is produced from neoprene rubber. The EFJ elastomeric seals are produced from Santoprene rubber.

Movement TableMovement TableMovement TableMovement Table

inininin mmmmmmmm inininin mmmmmmmm inininin mmmmmmmm inininin mmmmmmmm inininin mmmmmmmm inininin mmmmmmmm inininin mmmmmmmm

EFL-400 16.500 419 20.500 521 0.500 13 4.500 115 4.0 102 8.500 216 12.500 319

EFJ-225 17.000 432 18.250 464 1.000 25 2.250 57 1.3 32 9.000 229 10.250 260EFJ-400 17.500 445 20.000 508 1.500 38 4.000 102 2.5 64 9.500 241 12.000 305EFJ-600 18.000 457 22.000 559 2.000 51 6.000 152 4.0 102 10.000 254 14.000 356

Consult your WBA Representative with your special design requirements

TotalTotalTotalTotalMax.Max.Max.Max. Min.Min.Min.Min. Max.Max.Max.Max.Model Model Model Model

NumberNumberNumberNumber

System WidthSystem WidthSystem WidthSystem WidthMin.Min.Min.Min.

System Width "B"System Width "B"System Width "B"System Width "B"Joint Opening "A"Joint Opening "A"Joint Opening "A"Joint Opening "A"Min.Min.Min.Min. Max.Max.Max.Max.

NeopreneNeopreneNeopreneNeoprene Rubber Rubber Rubber Rubber

PHYSICAL PROPERTYPHYSICAL PROPERTYPHYSICAL PROPERTYPHYSICAL PROPERTYASTM TEST ASTM TEST ASTM TEST ASTM TEST

METHODMETHODMETHODMETHODREQUIREMENTSREQUIREMENTSREQUIREMENTSREQUIREMENTS

Tensile Strength, min D 412 2,000 psi (13.8 Mpa)

Elongation at Break, min D 412 250%

Hardness, Shore A D 2240 55 +/- 5Oven Aging, 70 hrs. @

Tensile, max loss 20%

Elongation, max loss 20%

Change in Hardness 0 to 10 pts.

Oil Swell, 70 hrs. @ 212F(100C)

Weight Change, max 45%Ozone Resistance

70 hrs. @ 104F(40C)Low Temperature Stiffening D 2240 0 to +15

no cracks

D 573

D 471

D 1149

SantopreneSantopreneSantopreneSantoprene Rubber Rubber Rubber Rubber

PHYSICAL PROPERTYPHYSICAL PROPERTYPHYSICAL PROPERTYPHYSICAL PROPERTYASTM TEST ASTM TEST ASTM TEST ASTM TEST

METHODMETHODMETHODMETHODREQUIREMENTSREQUIREMENTSREQUIREMENTSREQUIREMENTS

Tensile Strength, min D-412 850 psi

Elongation at Break, min D-412 300%

Hardness, Shore A D-2240 67 +/- 3100% Modulus, min D-412 275 psi

Tear Strength, avg D-624 140 lbs/in

Tension Set, avg D-412 10%

Compression Set, max22 hrs @ 73F 35%

70 hrs @ 257F 45%

Ozone Resistance D-1171 No cracks

UV Resistance SAE J1960 Pass

Staining Resistance D-925 No stainingBrittle Point D-746 -81F

D-395

APPLICATIONAPPLICATIONAPPLICATIONAPPLICATION::::

AdditionalAdditionalAdditionalAdditional Requirements/Equipment: Requirements/Equipment: Requirements/Equipment: Requirements/Equipment: Blockout base must be parallel with plane of

riding surface. Sandblast blockout surfaces prior to installation.

Torque wrench to tighten anchors.

Pry bar to more or position panels.

LIMITED WARRANTY: Watson Bowman Acme Corp. warrants that this product conforms to its current applicable specifications. WATSON BOWMAN ACME CORP. MAKES NO OT.HER WARRANTY, EXPRESS OR IMPLIED, INCLUDING ANY WARRANTY OF MERCHANTABILITY OR WARRANTY OF FITNESS FOR A PARTICULAR PURPOSE. The sole and exclusive remedy of Purchaser for any claim concerning this product, including, but not limited to, claims alleging breach of warranty, negligence, strict liability or otherwise, is the replacement of product or refund of the purchase price, at the sole option of Watson Bowman Acme Corp. Any claims concerning this product shall be submitted in writing within one year of the delivery date of this product to Purchaser and any claims not presented within that period are waived by Purchaser. IN NO EVENT SHALL WATSON BOWMAN ACME CORP. BE LIABLE FOR ANY SPECIAL, INCIDENTAL, CONSEQUENTIAL (INCLUDES LOSS OF PROFITS) OR PUNITIVE DAMAGES. Other warranties may be available when the product is installed by a factory trained installer. Contact your local Watson Bowman Acme representative for details. The data expressed herein is true and accurate to the best of our knowledge at the time published; it is, however, subject to change without notice. Contact Watson Bowman Acme Corp. 95 Pineview Drive, Amherst, NY 14228 phone:716-691-7566 / fax: 716-691-9239 / web site: ht tp: / /www.wbacorp.com

For Best Results:For Best Results:For Best Results:For Best Results: Install when concrete substrate is clean, sound,

dry, and cured (14 day minimum).

Do not install if the joints anticipated movement will exceed the systems movement range.

Protect the work area with appropriate plastic sheeting.

Minimize splice points by installing seals in longest possible continuous lengths.

Do not allow any of the components to freeze prior to installation. Store all components out of direct sunlight in a clean, dry location between 50F (10C) and 90F (32C).

Shelf life of chemical components is 1 year.

Periodically inspect the applied material and repair localized areas as needed. Consult a Watson Bowman Acme representative for additional information.

Make certain the most current version of the product data sheet is being used. Please consult the website (www.wbacorp.com) or contact a customer service representative.

Proper application is the responsibility of the user. Field visits by Watson Bowman Acme personnel are for the purpose of making technical recommendations only and not for supervising or providing quality control on the jobsite.

WaboElastoFlex_Bridge_1206

Installation Summary:Installation Summary:Installation Summary:Installation Summary: Newly placed concrete Newly placed concrete Newly placed concrete Newly placed concrete ---- The concrete joint

interface must be dray and clean (free of dirt, coatings, rust, greases, oil and other contaminants), sound and durable. New concrete must be cured (minimum of 14 days).

Aged Concrete Aged Concrete Aged Concrete Aged Concrete ---- The blockout should be of sound concrete. Loose, contaminated, weak, spalled, deteriorated concrete must be removed to sound concrete and repaired prior to placement of the expansion joint system. Any spalling, voids or structural cracking at the joint interface must be repaired.

Prepare blockout to proper dimensions and grade. The bottom of the blockout shall be parallel with the plane of the roadway (true and flat).

Ensure anchors are installed at right angles to the bottom of the blockout, at the correct spacing.

Position the elastomeric gland in the blockout, following installation guidelines for curb upturns.

Position the anchor blocks starting at the curbs.

Field cut one section for exact fit.

Tighten the anchors to the required torque. Retorque after approximately one hour.

Fill bolt hole cavities and edge voids with sealant.

ReReReRelated Documentslated Documentslated Documentslated Documents:::: Material Safety Data Sheets

WaboElastoFlex Specifications

WaboElastoFlex Installation Procedure

WaboElastoFlex Sales Drawings