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Client / Consultant Type of Application Status Installation

P R O J E C T R E F E R E N C E

Project Description

447.Concrete Coring of Euro Swiss Food Processing Plant, South Horizon Business Park, Brgy. Cabilang Baybay, Carmona, Cavite

Arcadis-Langdon Seah Philippines, Inc.

Structural Investigation through Concrete Coring

Completed 2016

448.Strengthening / Retrofitting of Darangan Bridge, Binangonan Rizal

G.F. Fabian ConstructionApplication of TYFO SEH51A Glass Fiber

Completed 2016

449.Strengthening / Retrofitting of Robatayaki & Retail Corridor Area, Manila Bay Sands, Parañaque City

Hilmarc's Construction Corporation

Retrofitting using TYFO SCH 41 Carbon Fiber

Completed 2016

450.Strengthening / Retrofitting of Italian Restaurant & Glass Corridor, Manila Bay Sands, Parañaque City



Completed 2016

451.Strengthening / Retrofitting of Batiano Bridge

Masbate - Iloilo construction & Trading Corp.

Retrofitting through application of Carbon Fiber

Completed 2016

452.Strengthening / Retrofitting of SMART Tower 1 Flagship Store Area

SMART Communications, Inc.

Retrofitting using Tyfo SCH11 UP Carbon Fiber

Completed 2016

453.Retrofitting of Quirino - Lopez Bridge along General Luna St., Iloilo City

International Builders Corporation

Retrofitting using Carbon Fiber and Glass Fiber

Completed 2016

454.Jetty Trestle (Approach) Repair, Brgy. Colon, City of Naga, Cebu

KEPCO SPC Power Corporation

Retrofitting using TYFO SCH 41 Carbon Fiber and TYFO SEH 51A Glass Fiber

Completed 2016

455.Retrofitting of Club Samal, Samal Island, Davao Del Norte

Club Samal ResortsRetrofitting using TYFO SCH 41 Carbon Fiber

Completed 2016

456.Strengthening / Retrofitting Works of Alacaygan Bridge, Western Nautical Hi-way, Banete, Iloilo City

F. Gurrea Construction Inc

Retrofitting using Tyfo SCH11 UP Carbon Fiber

Completed 2016

457.Rebar Scanning and Coring Works at Pioneer Highlands Building, Mandaluyong City

Alcantara Ubay Co., IncStructural Investigation through rebar scanning and coring

Completed 2016

458.Retrofitting of San Fernando Bridge, along Daang Maharlika, San Fernando, Camarines Sur

E. Garcia Construction Corporation

Retrofitting using TYFO SCH 11UP Carbon Fiber

Completed 2016

459.Retrofitting of the DBM RO VI Annex Building, 251-A Gen. Hughes St., Iloilo City

Department of Budget and Management Regional Office VI

Retrofitting using Carbon Fiber Completed 2017

460. CLCP ProjectThe Philippine Province of the Society of Jesus

CLCP Project Completed 2017

461.Retrofitting Works @ Podium B Upper Ground Floor @ Gridline R-V/46-47


Retrofitting using Carbon Fiber and Steel Works

Completed 2017

462. Skim Coat Application at San Juan Bridge

J.D. Legaspi Construction Corporation/ S.A. Pleyto Construction (J.V)

Skim Coat Application Completed 2017

463.Retrofitting of Busco, Kulaman, Maramag, Golambon & Kuya Bridge

Department of Public Works and Highways Bukidon 2nd Engineering District

Application of TYFO SCH 41 Carbon Fiber and TYFO UC Laminate Carbon Plates

Completed 2017

464.Repair and Maintenance of Binuangan Bridge along Basilan Circumferential Road

Department of Public Works and Highways Isabela City District Engineering Office

Retrofitting using Carbon Fiber TYFO SCH 11UP

Completed 2017

465.Rehabilitation / Major Rapair of Permanent Bridges San Juan Bridge #1 along San Fernando - Lubao Road

Department of Public Works and Highways Pampanga 2nd District Engineering Office

Retrofitting using Carbon Fiber TYFO SCH 41 & TYFO UC Laminate Carbon Plate

Completed 2017

466. Retrofitting Works @ Pansol Bridge R.V. Laborte BuildersRetrofitting using Carbon Fiber TYFO SCH 11UP

Completed 2017

467.Retrofitting of Nagtahan Bridge (Coping Beams / Selected Only)

G.F. Fabian ConstructionApplication of TYFO SCH 7 UP to selected coping beams

Completed 2017



Project Description

468. Retrofitting of United Nation Avenue Bridge G.F. Fabian ConstructionRetrofitting using Carbon Fiber TYFO SCH 7 UP

Completed 2017

469.Retrofitting of Tiayon, Caparan, Buluan, Gango & Tigbalabag Bridge

O.G. Santos Construction


Completed 2017

470.

Construction and Maintenance of Bridges along National Roads, Retrofitting / Strengthening of Permanent Bridges, Agoro Bridge

Department of Public Works and Highways Masbate 1st District Engineering Office


471.

Construction and Maintenance of Bridges along National Roads Retrofitting/Strengthening of Permanent Bridges, Aganan Bridge (New)

Department of Public Works and Highways Iloilo 4th District Engineering Office

Retrofitting using Carbon Fiber TYFO SCH 11 UP & TYFO UC Laminate

Completed 2017

472.

Construction and Maintenance of Bridges along National Roads Retrofitting/Strengthening of Permanent Bridges, Peñaflorida-deza Bridge



Completed 2017

473.Construction and Maintenance of Bridges along National Roads: Rehabilitation/Major Repair of Permanent Bridge, Caluagan Bridge

Department of Public Works and Highways Antique District Engineering Office

Retrofitting using Carbon Fiber TYFO SCH41

Completed 2017

474.Construction and Maintenance of Bridges along National Roads: Rehabilitation/Major Repair of Permanent Bridge, Laua-an Bridge

Department of Public Works and Highways Antique District Engineering Office

Retrofitting using Carbon Fiber TYFO SCH 11 UP

Completed 2017

475.Retrofitting/Repair of Philex Mining Port @ Poro Point

Philex Mining Corporation

Application of TYFO SCH41 and TYFO SEH25A

Completed 2017

477. Strengthening/Retrofitting of Quibal Bridge E. Guadiz ConstructionRetrofitting using TYFO SCH 7 UP Carbon Fiber

Completed 2017

478. Strengthening/Retrofitting of Caritan Bridge E. Guadiz ConstructionRetrofitting using TYFO SCH 7 UP Carbon Fiber

Completed 2017

479.Strengthening/Retrofitting of Sta. Cruz Bridge #2

Pulsar ConstructionRetrofitting using TYFO UC Laminate (Carbon Fiber Plates)

Completed 2017

480.Strengthening/ Retrofitting od Sta. Cruz Bridge #1

Pulsar ConstructionRetrofitting using Carbon Fiber TYFO SCH 7 UP & TYFO UC Laminate

Completed 2017

481. Strengthening/Retrofitting of Dalayap Bridge Pulsar ConstructionRetrofitting using Carbon Fiber TYFO SCH 7 UP & TYFO UC Laminate

Completed 2017

482. Strengthening/Retrofitting of Bagu Bridge Pulsar ConstructionRetrofitting using Carbon Fiber TYFO SCH 7 UP & TYFO UC Laminate

Completed 2017

483. Strengthening/Retrofitting of Capagu Bridge Pulsar ConstructionRetrofitting using Carbon Fiber TYFO SCH 7 UP & TYFO UC Laminate

Completed 2017

484. Strengthening/Retrofitting of Allasitan Bridge Pulsar ConstructionRetrofitting using Carbon Fiber TYFO SCH 7 UP & TYFO UC Laminate

Completed 2017

485. Strengthening/Retrofitting of Pilid Bridge Pulsar ConstructionRetrofitting using Carbon Fiber TYFO SCH 7 UP & TYFO UC Laminate

Completed 2017

486.Strengthening/Retrofitting of Caballebaan Bridge


Completed 2017

487.Strengthening/Retrofitting of Taguipuro Bridge


Completed 2017

488.Strengthening/Retrofitting of Bangan Bridge 3


Completed 2017

489.Strengthening/ Retrofitting of Bangan Bridge 1


Completed 2017

476. Rehabilitation of Tagoloan Bridge Dicon Builders Corp. Application of TYFO UC Laminate Carbon Plates

Completed 2017



Project Description

490. Strenthening/Retrofitting of Langagan Bridge Pulsar ConstructionRetrofitting using Carbon Fiber TYFO SCH 7 UP & TYFO UC Laminate

Completed 2017

491.Strengthening/Retrofitting of Nagrangtayan Bridge


Completed 2017

492. Strengthening/Retrofitting of Pata Bridge Pulsar ConstructionRetrofitting using Carbon Fiber TYFO SCH 7 UP & TYFO UC Laminate

Completed 2017

493. Strengthening/Retrofitting of Kilkiling Bridge Pulsar ConstructionRetrofitting using Carbon Fiber TYFO SCH 7 UP & TYFO UC Laminate

Completed 2017

494.Strengthening/Retrofitting of Mabnang Bridge


Completed 2017

495. Strengthening/Retrofitting of Lablabig Bridge Pulsar ConstructionRetrofitting using Carbon Fiber TYFO SCH 7 UP & TYFO UC Laminate

Completed 2017

496.Strengthening/Retrofitting of Dackel Danum Bridge


Completed 2017

497.Strengthening/Retrofitting of San Juan Bridge 1


Completed 2017

498. Strengthening/ Retrofitting of Iringan Bridge Pulsar ConstructionRetrofitting using Carbon Fiber TYFO SCH 7 UP & TYFO UC Laminate

Completed 2017

499.Strengthening/Retrofitting of Maluyo Bridge 3


Completed 2017



Completed 2017



Completed 2017

502. Strengthening/Retrofitting of Labben Bridge Pulsar ConstructionRetrofitting using Carbon Fiber TYFO SCH 7 UP & TYFO UC Laminate

Completed 2017

503.Strengthening/Retrofitting of Allacapan Bridge 1


Completed 2017

504. Strengthening/Retrofitting of Bulo Bridge Pulsar ConstructionRetrofitting using Carbon Fiber TYFO SCH 7 UP & TYFO UC Laminate

Completed 2017

505.Strengthening/Retrofitting of Malaram Bridge


Completed 2017

506.Strengthening/Retrofitting of Matucay Bridge 2


Completed 2017

507.Strengthening/Retrofitting of Matucay Bridge 1


Completed 2017

508.Strengthening/Retrofitting of Panifuan Bridge


Completed 2017

509. Strengthening/Retrofitting of Pagga Bridge Pulsar ConstructionRetrofitting using Carbon Fiber TYFO SCH 7 UP & TYFO UC Laminate

Completed 2017

510.Strengthening/Retrofitting of Zitangga Bridge


Completed 2017

511. Strengthening/Retrofitting of Pacupac Bridge Pulsar ConstructionRetrofitting using Carbon Fiber TYFO SCH 7 UP & TYFO UC Laminate

Completed 2017



Project Description

512. Strengthening/Retrofitting of Calog Bridge Pulsar ConstructionRetrofitting using Carbon Fiber TYFO SCH 7 UP & TYFO UC Laminate

Completed 2017

513.Strengthening/Retrofitting of Abangay Bridge

International Builders Corporation

Application of TYFO SCH 11 UP Carbon Fiber

Completed 2017

514.Retrofitting of Palinahan Bridge and Union Bridge

A.T. Dumlao Construction, Inc.

Application of TYFO SCH 7 UP Carbon Fiber and TYFO UC Laminate

Completed 2017

515.

Construction and Maintenance of Bridges aloing National Roads (Retrofitting/Strengthening of Permanent Bridges) at Piao Bridge

Department of Public Works and Hihways Zamboanga del Norte 1st DEO


516. Strengthening/Retrofitting of Tignoan Bridge St. Gerrard Construction Retrofitting using Carbon Fiber Completed 2017

517.Strengthening/Retrofitting of Maapon Bridge

St. Gerrard Construction Retrofitting using Carbon Fiber Completed 2017

518. Strengthening/Retrofitting of Lubayat Bridge

Juntereal Industrial & Development Corporation Engineer and Builder


519. Strengthening/Retrofitting of Tapayas BridgeLahdeth Construction and Supply


520.Retrofitting/Strengthening of Mampuag Bridge

Lahdeth Construction and Supply


521.Construction and Maintenance of Bridges along National Roads - Rehabilitation/Major Repair of Permanent Bridges, Tulay Bridge

Department of Public Works and Highways Ilocos Sur 2nd District Engineering Office


522.Retrofitting/Strengthening of Cabilauan Bridge



523. Retrofitting/Strengthening of Lanag Bridge 1



524.Construction for the Retrofitting of Structural Members of the Maryknoll Hall Building

Miriam CollegeConstruction for the Retrofitting of Structural Member

Completed 2017

525. Retrofitting of Beams from 2nd to 9th FloorPamav Training Institute & Technology Center


526. Retrofitting of Alabang Town Center Ayala Properties Retrofitting using Carbon Fiber Completed 2017

527.Retrofitting of R.C. Piles, Pile Caps and Beams at Eastern Wharf Port of General Santos

Philippine Ports Authority PMO SOCSARGEN

Retrofitting using Glass Fiber Completed 2017

528. Strengthening/Retrofitting of Palale Bridge Doña Choleng Island Resort


529.Retrofitting/Strengthening of Permanent Bridge, Abangay Bridge 2

Department of Public Works and Highways Iloilo 2nd District Engineering Office


530. Strengthening/Retrofitting of Marilao BridgeTriple 8 Construction and Supply Inc


Completed 2017

531. Retrofitting of Malabiao Bridge

Supreme ABF Construction & Construction Supply Co. Inc.

Retrofitting using Carbon Fiber TYFO SCH 7 UP & TYFO UC Laminate

Completed 2017

532. Retrofitting of Mawab BridgeA.T. Dumlao Construction, Inc.


533. Retrofitting of Three (3) Selected Beams Y.N. Builders & SupplyRetrofitting using Carbon Fiber TYFO SCH 41

Completed 2017



Project Description

534.Retrofitting of the DBM RO VI Annex Building (Phase 2)

Department of Budget and Management Regional Office VI


535. Rehabilitation of 3-Storey Building Mr. Pepito FondevillaApplication of TYFO SCH11UP Carbon Fiber

Completed 2017

536.Strengthening/Retrofitting of Pinagkahulugan Bridge

Juntereal Industrial & Development Corporation Engineer and Builder

Application of Carbon Fiber TYFO SCH41 & Epoxy Injection Works

Completed 2017

537. Waterproofing of Tanks for Project CrimsonCardinal Agri Products, Inc.

Application of Glass Fiber TYFO SEH25A

Completed 2017

538.Rehabilitation/Major Repair of Permanent Bridge, Langso Bridge

JTM Construction Retrofitting using Carbon Fiber Completed 2017

539.Rehabilitation/Major Repair of Permanent Bridge, Puttot Bridge


540.Rehabilitation/Major Repair of Permanent Bridge, Ableg Bridge


541.Strengthening/Retrofitting of Calamba Bridge

JLL Construction & General Merchandise


542. Retrofitting of Pianing Bridge Ramises Construction Retrofitting using Carbon Fiber Completed 2017

543. Rehabilitation/Major Repair of Jalaur Bridge


Rehabilitation and Major repair using Carbon Fiber

Completed 2017

544.

Construction and Maintenance of Bridges along National Roads (Retrofitting/Strengthening of Permanent Bridge) at Ingin Bridge

Department of Public Works and Highways Zamboanga Del Norte 1st DEO


545. Retrofitting of Anagasian Bridge L.C. Ting ConstructionRetrofitting using TYFO SCH 7 UP & TYFO UC Laminate

Completed 2017

546.Strengthening/Retrofitting of Aguinaldo Bridge

Triple 8 Construction and Supply, Inc.

Retrofitting using Carbon Fiber TYFO SCH41

Completed 2017

547. Strengthening/Retrofitting of JASMS CampusPhilippine Womens University

Retrofitting using Carbon Fiber and Glass Fiber (TYFO SCH41 and TYFO SEH51A)

Completed 2017

548. Retrofitting of Magassi Bridge EGB ConstructionApplication of TYFO UC Laminate Carbon Plates

Completed 2017

549.Strengthening/Retrofitting of Makahadok Bridge

RUR Construction and Supply


Completed 2017

550.Strengthening/Retrofitting of Three (3) bridges, Makalukso Bridge, Makabubos Bridge & Pinaguidanan Bridge

Jaejr Electrical Construction and Supply


Completed 2017

551. Strengthening/Retrofitting of Iloilo BridgeInternational Builders Corporation


552. Retrofitting of St. Michael Church Bell TowerCardinal Agri Products, Inc.


553. Strengthening/Retrofitting of Magapa BridgeInternational Builders Corporation


554.Strengthening / Retrofitting of Calsiagan Bridge

Doña Choleng Island Resort

Application of TYFO SCH41 Carbon Fiber @ Bottom Slab

Completed 2017

555. Retrofitting of Bonog Bridge AIP Contruction Retrofitting using Carbon Fiber Completed 2017

556. Retrofitting of Dagook Bridge 2 EUS ConstructionRetrofitting using Carbon Fiber TYFO SCH 11UP

Completed 2017

557.Strengthening/Retrofitting of Parapatuangan Bridge

VC Varin Construction and Hardware Supply


Completed 2017

558.Epoxy Injection Works at Twelve Luxury Flats Building

CNC Construction and Development Corporation

Application of Epoxy Mortar Completed 2017



Project Description

559.Additional Strengthening/ Retrofitting of SMART Tower 1, SMART Flagship Store Area (BASED ON: Clean up plan Aug. 4, 2017)

SMART Communication, Inc.

Retrofitting using steel Completed 2017

560.Retrofitting of Three(3) Storey, Nine (9) Classroom School Building @ Zeferino High School

Lahdeth Construction and Supply

Retrofitting using Carbon Fiber TYFO SCH 41

Completed 2017

561.Strengthening of One (1) Beam @ PNB Sta. Ana Branch

CKI Builders & Engineering Services


Completed 2017

562.Improvement of Municipal Social Hall Building (Retrofitting)

Municipal of SibunagRetrofitting using Carbon Fiber TYFO SCH 41

Completed 2017

563.Strengthening/Retrofitting of Beams @ 2-Storey Building in Valenzuela

Triple 8 Construction & Supply, Inc.

Application of TYFO SCH 41 / TYFO SEH 51A

Completed 2017

564.Structural Retrofitting of a Residential Building

Mr. and Mrs. Noel Plana II


Completed 2017

565.Retrofitting/Strengthening of Permanent Bridge, Cabangog Bridge

Department of Public Works and Highways Camarines Sur 1st District Engineering Office


Completed 2017

566. San Juan MSC Structural Retrofitting Globe Telecom, Inc.Retrofitting using Carbon Fiber TYFO SCH 42

Completed 2017

567.Repair/Maintenance (Retrofitting) of Underdeck at Port of Dumaguit, Aklan

Philippine Ports Authority PMO Panay/Guimaras

Application of TYFO SCH 41 / TYFO SEH 51A

Completed 2017

568.Epoxy Injection and Mortar Application for Repair of Widening of Aganan Bridge

F. Gurrea Construction Application of Epoxy Mortar Completed 2017

569. Additional Works for Tagoloan Bridge Dicon Builders Corp.Retrofitting using Carbon Fiber TYFO SCH 7UP

Completed 2017

570.Retrofitting pf Two (2) Beams at C3 Bonifacio Global City

Ayala Properties Management Corporation


571.Retrofitting of Selected Beams from Ground to Fouth Floor Framing, Ebia Center Mall

Brittany Corporation Retrofitting using Carbon Fiber Completed 2018

572.Retrofitting of Bottom Slab at Taluong National High School

Ma. Mercedes Hardware & General Merchandise


573.Under Deck Repair (Retrofitting) of ICPC (North End)

PHILIPPINE PORTS AUTHORITY - PMO PANAY/GUIMARAS

Repair using application of Glass Fiber

Completed 2018

574.Retrofitting/Strengthening of Permanent Bridges, Aslong Bridge

Department of Public Works and Highways Camarines Sur 1st District Engineering Office


575. Retrofitting Works of Patroceno Bridge LYD ConstructionApplication of Carbon Fiber TYFO SCH 7UP and Carbon Plate TYFO UC Laminate

Completed 2018

576. Retrofitting Works of Cabulig Bridge LYD ConstructionApplication of Carbon Fiber TYFO SCH 7UP

Completed 2018

577. Retrofitting Works of Solana Bridge LYD ConstructionApplication of Carbon Fiber TYFO SCH 7UP and Carbon Plate TYFO UC Laminate

Completed 2018

578.Strengthening/Retrofitting of Mauanan Bridge 2

Pulsar Construction Corporation

Application of Carbon Fiber TYFO SCH 7UP and Carbon Plate TYFO UC Laminate

Completed 2018

579.Strengthening/Retrofitting of Gaddangao Bridge



Completed 2018



Project Description

580.Strengthening/Retrofitting of Mauanan Bridge 1



Completed 2018

581. Strengthening/Retrofitting of Allanay BridgePulsar Construction Corporation


Completed 2018

582Strengthening/Retrofitting of Cadongdongan Bridge



Completed 2018

583 Strengthening/Retrofitting of Peru BridgePulsar Construction Corporation


Completed 2018

584Strengthening/Retrofitting of PDIC Building (FRP Only)

J.D. Legaspi Construction Corp.

Application of Aramid Fiber TYFO SAH40

Completed 2018

585.Rehabilitation/Major Repair of Bridge - Aganan Bridge (New)

DPWH Iloilo 4th DEOApplication of TYFO SCH 11UP Carbon Fiber and TYFO UC Laminate

Completed 2018

586.Rehabilitation/Major Repair of Bridge - Talaugis Bridge

DPWH Iloilo 4th DEOApplication of TYFO SCH 11UP Carbon Fiber and TYFO UC Laminate

Completed 2018

587.Retrofitting/ Strengthening of Balagtasan Bridge

DPWH Isabela City DEOApplication of TYFO SCH 11UP Carbon Fiber

Completed 2018

588.Rehabilitation/Major Repair of Permanent Bridge - Seet Bridge

DPWH Lower Kalinga DEO

Application of TYFO SCH 7UP Carbon Fiber

Completed 2018

589.Rehabilitation/Major Repair of Permanent Bridge - Mataddong Bridge

DPWH Lower Kalinga DEO


Completed 2018

590.Retrofitting of 4-Storey Commercial and Warehouse Buidling

Marius Holdings Corporation


Completed 2018

591.Retrofitting/Strengthening of Permanent Bridges, Aslong Bridge

DPWH Masbate 1st DEOApplication of TYFO SCH 11UP Carbon Fiber and TYFO UC Laminate

Completed 2018

592.Retrofitting/Strengthening of Permanent Bridges, Bon-oco Bridge

DPWH Masbate 1st DEORetrofitting using TYFO SCH 11UP Carbon fiber and TYFO SEH51A Glass Fiber

Completed 2018

593.Retrofitting/Strengthening of Permanent Bridges, Mabuaya Bridge

DPWH Masbate 1st DEORetrofitting using TYFO SCH 11UP Carbon fiber and TYFO SEH51A Glass Fiber

Completed 2018

594. Retrofitting Works of Naawan Bridge JRC BuildersApplication of TYFO SCH 7UP Carbon Fiber and TYFO UC Laminate

Completed 2018

595.Strengthening/Retrofitting of Sta. Rosa Overpass

Robig Builders & Development Corporation


On-going 2018

596. Retrofitting of Siwaragan Bridge DPWH Iloilo 1st DEOApplication of Epoxy Injection and Mortar

Completed 2018

597. Strengthening/ Retrofitting of Llavac Bridge St. Gerrard ConstructionApplication of TYFO SCH 7UP Carbon Fiber and TYFO UC Laminate

Completed 2018

598.Strengthening/ Retrofitting of Tongohin Bridge

St. Gerrard ConstructionApplication of TYFO SCH 7UP Carbon Fiber and TYFO UC Laminate

Completed 2018

599. Strengthening/ Retrofitting of Guiman Bridge St. Gerrard ConstructionApplication of TYFO SCH 7UP Carbon Fiber and TYFO UC Laminate

Completed 2018

600. Epoxy Injection Works of Balibaguhin Bridge St. Gerrard ConstructionApplication of Epoxy Injection and Mortar

Completed 2018

601. Retrofitting of Subait Bridge Ramises ConstructionRetrofitting using TYFO SCH 11UP Carbon Fiber

Completed 2018

602. Retrofitting of Bitan-angan Bridge Ramises ConstructionRetrofitting using TYFO SCH 11UP Carbon Fiber

Completed 2018

603. Retrofitting of South Montilla Bridge Ramises ConstructionRetrofitting using TYFO SCH 11UP Carbon Fiber

Completed 2018



Project Description

604. Retrofitting of Taganahaw Bridge Ramises ConstructionRetrofitting using TYFO SCH 11UP Carbon Fiber

Completed 2018

605.Retrofitting of Permanent Bridges, Upper Buyugan Bridge


Retrofitting using TYFO SCH 41 Carbon Fiber and TYFO UC Laminate

Completed 2018

606.Retrofitting of Permanent Bridges, Sibuguey Bridge



Completed 2018

607.Retrofitting of Permanent Bridges, Bomba Bridge



Completed 2018

608.Retrofitting of Permanent Bridges, Muyo Bridge



Completed 2018

609.Structural Rehabilitation of Meralco's Business Solution Center

Nationstar Development Corporation


Completed 2018

610. Retrofitting of Tapayas Bridge, Camarines SurLahdeth Construction and Supply

Application of TYFO SCH 41 Carbon Fiber and TYFO SEH51-A Glass Fiber

Completed 2018

611.Strengthening/Retrofitting of St. John's Wort Montessori School of Antipolo

Georgia Academy Structural Retrofitting works Completed 2018

612.Structural Rehabilitation of 12-Storey Building, Manila


Structural Steel Works Completed 2018

613.Retrofitting/Strengthening of Permanent Bridge, Ukitan Bridge

DPWH Bukidnon 2nd Engineering Office

Application of Carbon Fiber TYFO SCH 7UP and Carbon Plate TYFO UC LAMINATE

Completed 2018

614.Rehabilitation/ Major Repair of Permanent Bridge, Manuto Bridge

DPWH Bukidnon 2nd Engineering Office


Completed 2018

615. Retrofitting of Bugabus Bridge Ramises ConstructionRetrofitting of Carbon Fiber TYFO SCH 11UP and TYFO UC LAMINATE Carbon Plate

Completed 2018

616. Strengthening/Retrofitting of Mayapa BridgeJLL Construction and General Merchandise

Application of Carbon Fiber TYFO SCH 11UP and Glass Fiber TYFO SCH51-A

Completed 2018

617. Retrofitting of Benoni Bridge MBA BuildersApplication of Carbon Fiber TYFO SCH 7UP and Carbon Plate TYFO UC LAMINATE

Completed 2018

618. Retrofitting of Gitagum BridgeO.G. Santos Construction


Completed 2018

619. Retrofitting of Lugait BridgeO.G. Santos Construction


Completed 2018

620. Retrofitting of Tabo-o BridgeO.G. Santos Construction


Completed 2018

621. Retrofitting of Taytayan BridgeO.G. Santos Construction


Completed 2018

622. Retrofitting of Gimagpang BridgeO.G. Santos Construction


Completed 2018

623. Retrofitting of Pangayawan BridgeO.G. Santos Construction


Completed 2018

624. Retrofitting of Mandangisiao BridgeO.G. Santos Construction


Completed 2018

625.Strengthening/ Retrofitting Works at Level 3-Cinemas, Vista Mall Naga

Vista Land, Inc.Application of Carbon Fiber TYFO SCH 41 and Carbon Plate TYFO UC LAMINATE

Completed 2018



Project Description

626.Strengthening/ Retrofitting Works at Level 3-Cinemas, Vista Mall, Iloilo

Vista Land, Inc.Application of Carbon Fiber TYFO SCH 41 and Carbon Plate TYFO UC LAMINATE

Completed 2018

627.Retrofitting & Waterproofing Works of Camaman-an Reservoir

Cagayan De Oro Bulk Water Inc

Application of TYFO SCH 41 Carbon Fiber and TYFO SEH51-A Glass Fiber

Completed 2018

628. Retrofitting of Binitinan BridgeDicon Builders Corporation


Completed 2018

629. Retrofitting of Medina bridge (Cantilever)Dicon Builders Corporation


Completed 2018

630.Retrofitting/Strengthening of Permanent Bridge, Lug-an Bridge



Completed 2018

631.Retrofitting of EC Center Building Basement (BDO Vault)

Gain Construction and Development Corporation

Application of Carbon Fiber TYFO SCH 41 and TYFO SCH 7UP

Completed 2018

632.Strengthening/Retrofitting of Magsaysay Bridge

Robig Builders & Development Corporation


Completed 2018

633.Rehabilitation/ Major Repair of Permanent Bridges - Tambacan Bridge and Espital Bridge

Nida Joniks Construction (Jonik Trading and Construction)


Completed 2018

634.CFRP Works of the Project: Construction for the Retrofitting of Structural Members of the Mother Mary Joseph Hall Building

99 FVR BuildersRetrofitting using TYFO SCH 41 Carbon Fiber

Completed 2018

635. CFRP Works at LMTP1 BuildingSta. Clara International Corporation


Completed 2018

636. Retrofitting of Two Storey BuildingInternational Builders Corporation

Application of Carbon Fiber TYFO SCH 7UP

Completed 2018

637.Bottom Slab Retrofitting at Y&L Plaza UPS Room

Javier Project Managers, Inc.

Application of Carbon Fiber TYFO SCH 41

Completed 2018

638.Retrofitting of Anglo Warehouse Packaging Area of Furnance (FRP Works)

Anglo Watson Glass, Inc.Retrofitting using Carbon Fiber TYFO SCH 41 and Glass Fiber TYFO SEH51A

Completed 2018

639.Strengthening/ Retrofitting of Column for Proposed Additional 3rd Floor & Front Expansion

Ms. Carolina CastilloApplication of Epoxy Injection and Skimcoat

Completed 2018

640.Retrofitting/Strengthening of Permanent Bridges - Balud Bridge and Gamay Bridge located at Catarman, Northern Samar

Christfer Contruction and Supply (JV ECSCI - to DPWH)

Application of Carbon Fiber TYFO SCH 11UP to its Columns and Girders

Completed 2018

641.Strengthening/Retrofitting of Mabuhay Tower

Trends & Technologies Holding Inc

Retrofitting using Carbon Fiber TYFO SCH 11 UP and Carbon Plate TYFO UC Laminate

Completed 2018

642. AMIAD Piping RehabilitationMaynilad Water Services, Inc.

Application of Carbon Fiber TYFO SCH 41 and TYFO SCH 7 UP

Completed 2018

643. Sparta Structural Retrofitting WorksFMF Development Corporation


Completed 2018

644.Strengthening/Retrofitting of Permanent Bridges Diabuyo Bridge

DPWH Aurora District Engineering Office

Carbon Fiber Application Completed 2018

645. Retrofitting of Delpan BridgeFlordes Construction & Trading Corporation

Application of Carbon TYFO SCH 11 UP

On-going 2018

646.

Crack Repair Works for the Project: Design & Build for Rehabilitation and Process Improvement of La Mesa Water Treatment Plant 2

D.M. Consunji, Inc.Application of Epoxy Injection and mortar

On-going 2018



Project Description

647.

Supply and Application of Fiber Reinforced Polymer for the Project: Design & Build for Rehabilitation, Retrofitting and Process Improvement of La MesaTreatment Plant 2

D.M. Consunji, Inc.Application of Carbon Fiber TYFO SCH 41

On-going 2018

648.Repair/Retrofitting of PMO Administration Building Underdeck, Port of Banago

PPA PMO Negros Occidental/Banago/ Bacolod -BREDCO

Retrofitting using Carbon Fiber TYFO SCH 41 and Glass Fiber TYFO SEH51A

Completed 2018

649.Island House Structural Retrofitting Located at Kaliksi Island Resort

Design Coordinates, Inc.Application of Carbon Fiber TYFO SCH 41

Completed 2018

650. Retrofitting of Prinza BridgeJLL Construction and General Merchandise

Application of Carbon Fiber TYFO SCH 41

Completed 2018

651. Retrofitting of Mati Port PPA PMO DavaoApplication of TYFO SEH25A Glass Fiber

Completed 2018

652.Strengthening/Retrofitting of Nueva Ecija Medical Center Inc.

Dr. Leonardo GonzalesRetrofitting using TYFO SCH 11UP Carbon Fiber and TYFO SEH51-A Glass Fiber

Completed 2018

653. Retrofitting of Muella Dela Industria BridgeFlordes Construction & Trading Corporation


Completed 2018

654.Retrofitting of Selected Beams Top Application From 2nd - 4th Floor (CFRP Works)

Brittany CorporationApplication of TYFO UC Laminate Carbon Plate

Completed 2018

655. Mabini Pier Repair Petron CorporationRetrofitting using Carbon Fiber TYFO SCH 41 and Glass Fiber TYFO SEH51A

Completed 2018

656. Epoxy Injection Works at Vista Mall Naga MGS Construction, Inc.Application of Epoxy Injection and mortar

Completed 2018

657.Strengthening/Retrofitting of Two (2) Beams using Tyfo Fibrwrap System, Vista Mall Naga

MGS Construction, Inc.Application of TYFO SCH 41 Carbon Fiber

Completed 2019

658.Retrofitting Works at 2nd and 3rd Floor Framing of Drug Rehabilitation Center (Selected Beams and Slabs)

MGS Construction, Inc.Application of TYFO SCH 41 Carbon Fiber

Completed 2019

659.Retrofitting Works for Kaliksi Island Resort Jetty

Design Coordinates, Inc.Retrofitting using TYFO SCH 41 Carbon Fiber and TYFO SEH 25A Glass Fiber

Completed 2019

660.Retrofitting of 2-Storey Commercial Building (Selected Beams at 2nd Flr. Framing Only)

P.A. Alvarez Properties & Development Corporation

Application of TYFO SCH 41 Carbon Fiber

Completed 2019

661.Structural Retrofitting in Vista Mall Malolos - Six (6) Shear Wall Only at 4th Floor

Masterpiece Asia Properties Inc.


Completed 2019

662. Remedial Measure for Pier Coping Beam F.F. Cruz & Co., Inc.Application of TYFO SEH 25A Glass Fiber

Completed 2019

663. Retrofitting Works at Royce Integrated ResortEight Integrated Development Corporation

Retrofitting using TYFO SCH 41, TYFO SCH 11UP and TYFO SCH 7UP Carbon Fiber

Completed 2019

664.Structural Retrofitting of Delpan Bridge - Southbound/Phase 2

Flordes Construction & Trading Corporation


On-going 2019

665.Kawa-kawa Bridge Supply & Delivery of Reinforcing Bar at Romblon

Sim Construction, Trading and Services

Supply of Reinforcing Bars Completed 2019

666.Proposed Structural Rehabilitation of Banko Sentral ng Pilipinas (BSP - Beams Only)

J.D. Legaspi Construction

Application of TYFO SAH40 Aramid and TYFO SCH 11UP

Carbon FiberOn-going 2019

667.

Waterproofing Works for the Proposed Rehabilitation, Retrofitting & Process Improvement of La Mesa Water Treatment Plant 2 Project

D.M. Consunji, Inc.Retrofitting using TYFO SEH 25A

Glass FiberOn-going 2019

668.Structural Retrofitting for Gym of Sea Residences

Greenmist Property Management Corporation

Retrofitting using TYFO SCH41 and TYFO UC Laminate

On-going 2019



Project Description

669.Presidential Management Staff Building - Steel Works (Additional Works)


Steel Works Completed 2019

670.Retrofitting/Strengthening of Muelle Dela Industria Bridge

Flordes Construction & Trading Corporation

Retrofitting using TYFO SCH 11 UP Carbon Fiber

Completed 2019

671. Retrofitting Works at Wealthbank WEALTHBANKRetrofitting using TYFO SCH 41

carbon FiberCompleted 2019

672. Retrofitting of Slab at ERDA Foundation ERDA FoundationRetofitting using TYFO SCH 11 UP

and TYFO SCH 7 UPCompleted 2019

673.Strengthening/Retrofitting of St .Mary's Academy (Righ Part - Phase 2)

St. Mary's Academy of Caloocan City

Retrofitting using TYFO SCH 11 UP and TYFO SEH 25UP

Completed 2019

674.Retrofitting of Cubi Raw Water Reservoir Leakage (FRP on Hole Only 2mx2m)

Subic Water Sewerage Co., Inc.

Retrofitting using TYFO SEH 25A On-going 2019

675.Retrofitting of Tagbilaran City Central Elementary School

Security Bank Foundation, Inc.

Application of TYFO SCH 40 On-going 2019

676.Retrofitting of Tagbilaran City East Elementary School

Security Bank Foundation, Inc.


On-going 2019

677.Strengthening/Retrofitting of Philex Poro Point

Philex Mining Corporation

Application of TYFO SCH 41 and TYFO SEH 51-A

Completed 2019

678.Retrofitting of Three (3) Storey Administration Building (Columns & Beams)

EEI CorporationApplication of TYFO SCH 41 and

TYFO SEH 51-ACompleted 2019

679.Structural Retrofitting of Meralco Technical Services Building

Manila Electric Company EPOXY INJECTION On-going 2019

680.Retrofitting of the Church of Jesus Christ of Latter Saint

The Church of Jesus Christ of Latter-Day Saints in the Philippines, Inc.


On-going 2019

681.Structural Retrofitting Works at Vista Mall Davao (6 Beams and 2 Steel Beam Support)

Masterpiece Asia Properties Inc.

Application of TYFO SCH 41 Completed 2019

682. Retrofitting of SMART Bacalso BuildingSMART Communications, Inc

Application of TYFO SCH 11UP and TYFO SCH41

On-going 2019

683. Retrofitting of Congress Fire Station Canopy PJ Cruz Construction Application of TYFO SCH 7UP Completed 2019

684.Rehabilitation/ Retrofitting of Kumalarang Bridge

DPWH Isabela City DEO Application of TYFO SCH 11UP On-going 2019

685.Retrofitting of Starmall Shaw (Selected Beams & Girders)

Manuela Corporation Application of TYFO SCH 41 On-going 2019

686. Epoxy Injection of 72 Housing UnitsP.A. Alvarez Properties & Development Corporation

EPOXY INJECTION On-going 2019

687.Strengthening/Retrofitting of Bayambang Bridge

Nida Joniks Construction Application of TYFO SCH 7UP On-going 2019

688.Retrofitting/Strengthening of Permanent Bridge, Bubulayan Bridge (B04215LZ)

DPWH Apayao 2nd DEO Application of TYFO UC Laminate On-going 2019

689.Retrofitting/Strengthening of Permanent Bridge Bunot Bridge 2

DPWH Apayao 2nd DEO Application of TYFO UC Laminate On-going 2019

690.Retrofitting/Strengthening of Permanent Bridge Maton Bridge

DPWH Apayao 2nd DEO Application of TYFO SCH 7UP On-going 2019

691.Retrofitting/Strengthening of Permanent Bridge Matala Bridge

DPWH Apayao 2nd DEO Retrofitting of TYFO UC Laminate On-going 2019

692.Rehabilitation/Major Repair of Permanent Bridge, Jalaur Bridge

DPWH Iloilo 2nd DEO Application of TYFO SCH 7UP On-going 2019

693.Retrofitting of Cluster IV Buagan Br. Camp I Br. Lalapoy Br. Mulita Br. Damulog Br.

DPWH Bukidnon 2nd DEO

Application of TYFO SCH 7UP and TYFO UC LAMINATE

On-going 2019

694.Rehabilitation/Strengthening of Bridge - Pangawitao Bridge

DPWH Capiz 2nd DEO Application of TYFO SCH 7UP On-going 2019

695.Retrofitting/Strengthening of Bridge - San Jose Bridge

DPWH Capiz 2nd DEOApplication of TYFO SCH 41

Carbon FiberOn-going 2019



Project Description

696.Rehabilitation/Major Repair of Permanent Bridge, Sinugbuhan Br.

DPWH Iloilo 1st District Engineering Office

Retrofitting of TYFO SCH 7UP and TYFO UC LAMINATE

On-going 2019

697.Retrofitting/Rehabilitation of Permanent Bridges - Kalaw Bridge

Christfer Construction and Supply

Retrofitting of TYFO SCH 11 UP On-going 2019

698.Retrofitting of Roofdeck Bottom Slab of SMART Tower 1

Philippine Long Distance Telephone (PLDT) Co., Inc.

Retrofitting of TYFO SCH 41 On-going 2019

699. Retrofitting of Cantingas BridgeST. Matthew under DPWH Romblon

Application of TYFO SCH7UP and TYFO UC LAMINATE

On-going 2019

670.

Retrofitting/Strengthening of Permanent Bridges Manuto Br. Salawagan Bukidnon, Lanapan Bridge Puntian Bukidnon Puntian Br. Pukidnon Quezon

De Liberato S. Tan JRRetrofitting using TYFO SCH 7UP

and TYFO UC LAMINATEOn-going 2019

671.Retrofitting/Strengthening of Permanent Br. Rawari Br. Kipolot Bukidnon Maluos Br. Sinuda Kitao Kitao, Bukidnon, Cluster III

DPWH Bukidnon 2nd DEO

Retrofitting TYFO SCH7UP andTYFO UC LAMINATE

On-going 2019

672.Retrofitting of BDO Ayala Felix Located at Marcos Highway

May Lesoria Application of TYFOSCH 11UP On-going 2019

673. Retrofitting of Hinulid BridgeBeltran SB Aga General Merchandise Construction

Application of TYFOSCH 11UP On-going 2019

674. Retrofitting of Quipayo Bridge264 Pagatpat Calabanga Camarines Sur

Application of TYFO SCH 11UP On-going 2019

675. Retrofitting of Bon-Bon Bridge Camarines Sur Application of TYFO SCH11UP On-going 2019

676. Retrofitting of Mairangan Br. DPWH Masbate 1st DEO Application of TYFO SCH7UP On-going 2019

677. Retrofitting of Mairangan Br. 2 DPWH Masbate 1st DEO Application of TYFO SCH7UP On-going 2019

678. Retrofitting of Cabayugan Bridge DPWH Masbate 1st DEO Application of TYFO SCH7UP On-going 2019

679. Retrofiting/Strengthening of Diteki Br. DPWH Aurora DEO Application of TYFO SCH7UP On-going 2019680. Retrofitting/Strengthening of Dimani Br. DPWH Aurora DEO Application of TYFO SCH7UP On-going 2019681. Retrofitting/Strengthening of Dipawan Br. DPWH Aurora DEO Application of TYFO SCH7UP On-going 2019

682. Retrofitting of Cancahorao Bridge DPWH Masbate 1st DEO Application of TYFO SCH7UP On-going 2019

683. Retrofitting of Calomangob DPWH Masbate 1st DEO Application of TYFO SCH7UP On-going 2019

684. Strengthening/Retrofitting of Tejero BridgeTriple 8 Construction & Supply, Inc.

Application of TYFO SCH 41 On-going 2019

Tyfo® SSaturant Epoxy

APPLICATIONTyfo® S Epoxy is applied to a variety of Tyfo® fabrics using the Tyfo® Saturator or by approved hand-applied methods. See data sheet on this equipment. Hand saturation is allowable, provided the epoxy is applied uniformly and meets the specifications. Tyfo® S Epoxy can also be applied as a prime coat by brush or roller. Please refer to the NSF Listing for the NSF-61 Listed Application.

SURFACE PREPARATIONThe required surface preparation is largely dependent on the type of element being strengthened. In general, the surface must be clean, dry and free of protrusions or cavities, which may cause voids behind the Tyfo® composite. Column surfaces that will receive continuous wraps typically require only a broom cleaning. Discontinuous wrapping surfaces (walls, beams, slabs, etc.) typically require a light sandblast, grinding or other approved methods to prepare for bonding. Tyfo® Fibr™ Anchors are incorporated in some designs. The Fyfe Co. LLC engineering staff will provide the proper specifications and details based on the project requirements.

INSTALLATIONTyfo® System to be installed by Fyfe Co. LLC trained and certified applicators. Installation shall be in strict compliance with the Fyfe Co. LLC Quality Control Manual.

DESCRIPTION The Tyfo® S Epoxy is a two-component epoxy matrix material for bonding applications. The Tyfo® S Epoxy combined with Tyfo® SEH and Tyfo® SCH fabrics is a NSF/ANSI Standard 61 listed product for drinking water systems. It is a high elongation material which gives optimum properties as a matrix for the Tyfo® Fibrwrap® System. It provides a long working time for application, with no offensive odor. Tyfo® S Epoxy may be thickened with fumed silica (such as Cab-O-Sil TS-720) to produce Tyfo® WS Epoxy and used as a prime or finish coat depending upon the project requirements.

MIX RATIO100.0 parts of component A to 42.0 parts of component B by volume. (100 par ts o f component A to 34.5 parts of component B by weight ) .

SHELF LIFETwo years in original, unopened and properly stored containers.

PACKAGING Order in 55-gallon drums or pre-measured units in 5-gallon containers.

ADVANTAGES • ICC-ES ESR-2103 listed product• NSF/ANSI Standard 61 listed product for drinking water systems• Good high temperature properties• Good low temperature properties• Long working time• High elongation• Ambient cure• 100% solvent-free

USE The Tyfo® S Epoxy matrix material is combined with the Tyfo® fabrics to provide a wet-layup composite system for strengthening structural members.

CERTIFICATE OF COMPLIANCE• Will be supplied upon request, complete with state and federal packaging laws with copy of labels used.

• Material safety data sheets will be supplied upon request.

• Possesses 0% V.O.C. level.

MIXINGFor pre-measured units in 5-gallon containers, pour the contents of component B into the pail of component A. For drums, premix each component: 100.0 parts of component A to 42.0 parts of component B by volume (100 parts of component A to 34.5 parts of component B by weight). If material is too thick, drum heaters may be used on metal containers, or heat unmixed components by placing containers in 130o F (54o C) tap water or sunlight, if available, until the desired viscosity is achieved. Do not thin; solvents will prevent proper cure. Mix thoroughly for five minutes with a low speed mixer at 400-600 RPM until uniformly blended. When using as a prime coat or finish coat, Tyfo® S Epoxy may be thickened in the field to the desired consistency.

HOW TO USETHE TYFO® S EPOXY

5/15 Tyfo® S

1 Testing temperature: 70o F (21o C) Crosshead speed: 0.5 in. (13mm)/min. Grips Instron 2716-0055 - 30 kips* Specification values can be provided upon request.

EPOXY COMPONENT PROPERTIESCuring Schedule 72 hours post cure at 140o F (60o C).

PROPERTYASTM TEST

METHODTYPICAL

TEST VALUE*Net Weight Component A = 27.35 lbs.

Component B = 9.60 lbs.

Color Component A is clear to pale yellow Component B is clear

Viscosity Component A at 77o F (25o C) is 11,000-13,000 cpsComponent B at 77o F (25o C) is 11 cps

Pot Life 3 to 6 hours at 68o F (20o C)

Viscosity of Mixed Product

600-700 cps

Density at 68o F (20o C) Pound/Gallon

D792 Component A = 9.7 (1.16kg/L) Component B = 7.9 (0.95kg/L)Mixed product = 9.17 (1.11kg/L)

STORAGE CONDITIONSStore epoxy at 40o to 90o F (4o to 32o C). Avoid freezing. Store rolls flat, not on ends, at temperatures below 100o F (38o C). Avoid moisture and water contamination.

LIMITATIONSApplication temperature of the epoxy is a minimum 40o F (4o C) and maximum of 100o F (38o C). DO NOT THIN, solvents will prevent proper cure.

Patented in U.S.A., Canada, and other countries. © Copyright 2015 Fyfe Co. LLC 30-15

Statement of Responsibility: The technical information and application advice in this publication is based on the present state of our best scientific and practical knowledge. As the nature of the information herein is general, no assumption can be made as to the product’s suitability for a particular use or application, and no warranty as to its accuracy, reliability or completeness, either expressed or implied, is given other than those required by State legislation. The owner, his representative or the contractor is responsible for checking the suitability of products for their intended use. Field service, where provided, does not constitute supervisory responsibility. Suggestions made by the Fyfe Co., either verbally or in writing, may be followed, modified or rejected by the owner, engineer or contractor since they, and not the Fyfe Co., are responsible for carrying out procedure appropriate to a specific application.5/15 Tyfo® S

COMPONENT A - Irritant:Prolonged contact to the skin may cause irritation. Avoid eye contact.

COMPONENT B - Irritant:Corrosive. Contact with skin may cause severe burns. Avoid eye contact. Product is a strong sensitizer. Use of safety goggles and chemical resistant gloves recommended. Remove contaminated clothing. Avoid breathing vapors. Use adequate ventilation. Use of an organic vapor respirator recommended.

FIRST AIDIn case of skin contact, wash thoroughly with soap and water. For eye contact, f lush immediately with plenty of water; contact physician immediately. For respiratory problems, remove to fresh air. Wash clothing before reuse.

CLEANUPCollect with absorbent material, flush with water. Dispose of in accordance with local disposal regulations. Uncured material can be removed with approved solvent. Cured materials can only be removed mechanically.

CAUTION!

KEEP CONTAINER TIGHTLY CLOSED.NOT FOR INTERNAL CONSUMPTION.CONSULT MATERIAL SAFETY DATA SHEET (MSDS) FOR MORE INFORMATION.KEEP OUT OF REACH OF CHILDREN.FOR INDUSTRIAL USE ONLY.

SHIPPING LABELS CONTAIN• State specification number with modifications, if applicable• Component designation• Type, if applicable• Manufacturer’s name• Date of manufacture• Batch name• State lot number, if applicable• Directions for use• Warnings or precautions required by law

Fyfe Co. LLCTyfo® Fibrwrap® Systems

3940 Ruffin Road, Suite C, San Diego, CA 92123Tel: 858.642.0694 Fax: 858.444.2982

E-mail: [email protected] www.fyfeco.com


EPOXY MATERIAL PROPERTIESCuring Schedule 72 hours post cure at 140o F (60o C).

PROPERTYASTM

METHODTYPICAL

TEST VALUE*Tg D4065 180o F (82o C)

Tensile Strength1 D638 Type 1

10,500 psi(72.4 MPa)

Tensile Modulus D638 Type 1

461,000 psi(3.18 GPa)

Elongation Percent D638 Type 1

5.0%

Compressive Strength D695 12,500 psi(86.2 MPa)

Compressive Modulus D695 0.465 x 106 psi (3.2 GPa)

Flexural Strength D790 17,900 psi(123.4 MPa)

Flexural Modulus D790 452,000 psi(3.12 GPa)

SAFETY PRECAUTIONSAvoid breathing vapors. Avoid contact with eyes and skin. Use of an approved respirator with an organic absorption cartridge is recommended for possible vapors. Rubber gloves, rubber boots, and protective suits are recommended for handling and application of this material. Safety glasses or a face shield are recommended to prevent eye contact.

Tyfo® SCH-7UP Compositeusing Tyfo® S Epoxy

DESCRIPTION The Tyfo® SCH-7UP Composite is comprised of Tyfo® S Epoxy and Tyfo® SCH-7UP reinforcing fabric. Tyfo® SCH-7UP is a custom, uni-directional carbon fabric. The Tyfo® S Epoxy is a two-component epoxy matrix.

EPOXY MIX RATIO100.0 component A to 42.0 component B by volume. (100 component A to 34.5 component B by weight.)

SHELF LIFEEpoxy - two years in original, unopened and properly stored containers.Fabric - ten years in proper storage conditions.

PACKAGING Order Tyfo® S Epoxy in 55-gallon (208L) drums or pre-measured units in 5-gallon (19L) containers. Tyfo® SCH-7UP Fabric typically shipped in 24” x 394 lineal foot (0.6m x 120 m ) rolls. Typically ships in 12” x 12” x 25” (300mm x 300mm x 635mm) boxes.

COVERAGE Approximately 800 sq. ft. surface area with 1.5 to 2 units of Tyfo® S Epoxy and 1 roll of Tyfo® SCH-7UP Fabric when used with the Tyfo® Saturator or controlled manual saturation.

ADVANTAGES • Good high & low temperature properties• Long working time• High tensile modulus and strength• Ambient cure• 100% solvent-free• Rolls can be cut to desired widths prior to shipping

USE Tyfo® SCH-7UP Fabric is combined with Tyfo ® epoxy to add strength to bridges, buildings, and other structures.





Tg

Tensile Strength1, psi

Tensile Modulus, psi

Elongation Percent

Flexural Strength, psi

Flexural Modulus, psi

Curing Schedule 72 hours post cure at 140o F (60o C).

TYPICAL TEST VALUE*

180o F (82o C)

10,500 psi (72.4 MPa)

461,000 psi(3.18 GPa)

5.0%

17,900 psi(123.4 MPa)

452,000 psi(3.12 GPa)

EPOXY MATERIAL PROPERTIES

ASTM METHOD

D-4065

D-638 Type 1

D-638 Type 1

D-638 Type 1

D-790

D-790

PROPERTY

TYPICAL DRY FIBER PROPERTIESTensile Strength 580,000 psi (4.0 GPa)

Tensile Modulus 34.8 x10 6 psi (240 GPa)

Ultimate Elongation 1.7%

Density 0.064 lbs./in.3 (1.8 g/cm3)

Weight per sq. yd. 6.8 oz. (230 g/m 2)

* Design and specification values will vary based on individual project requirements and applicable safety factors. Contact Fyfe Co. LLC engineers to determine appropriate specification values.

Ultimate tensile strength inprimary fiber direction, psi

Elongation at break Tensile Modulus, psi

Ultimate tensile strength 90 degrees to primary fiber, psi

Laminate Thickness

D-3039

D-3039

D-3039

D-3039

154,000 psi (1062MPa) (1.45 kip/in. width)

1.1%

14.8 x 106 psi (102 GPa)

0

0.0095 in. (0.24mm)

COMPOSITE GROSS LAMINATE PROPERTIES

TYPICALTEST VALUE

ASTM METHODPROPERTY

130,900 psi (903 MPa)(1.23 kip/in. width)

0.93%

12.6 x 106 psi (86.9 GPa)

0

0.0095 in. (0.24mm)

DESIGN VALUE*

11/16 Tyfo® SCH-7UP


Patented in U.S.A., Canada, and other countries. © Copyright 2005-2016 Fyfe Co. LLC 129-16

Statement of Responsibility: The technical information and application advice in this publication is based on the present state of our best scientific and practical knowledge. As the nature of the information herein is general, no assumption can be made as to the product’s suitability for a particular use or application, and no warranty as to its accuracy, reliability or completeness, either expressed or implied, is given other than those required by State legislation. The owner, his representative or the contractor is responsible for checking the suitability of products for their intended use. Field service, where provided, does not constitute supervisory responsibility. Suggestions made by the Fyfe Co., either verbally or in writing, may be followed, modified or rejected by the owner, engineer or contractor since they, and not the Fyfe Co., are responsible for carrying out procedure appropriate to a specific application.11/16 Tyfo® SCH-7UP

COMPONENT A - Irritant: Prolonged contact to the skin may cause irritation. Avoid eye contact.

COMPONENT B - Irritant: Corrosive. Contact with skin may cause severe burns. Avoid eye contact. Product is a strong sensitizer. Use of safety goggles and chemical resistant gloves recommended. Remove contaminated clothing. Avoid breathing vapors. Use adequate ventilation. Use of an organic vapor respirator recommended.




KEEP CONTAINER TIGHTLY CLOSED.NOT FOR INTERNAL CONSUMPTION. CONSULT MATERIAL SAFETY DATA SHEET (MSDS) FOR MORE INFORMATION. KEEP OUT OF REACH OF CHILDREN.FOR INDUSTRIAL USE ONLY.

CAUTION!

SURFACE PREPARATIONThe required surface preparation is largely dependent on the type of element being strengthened. In general, the surface must be clean, dry and free of protrusions or cavities, which may cause voids behind the Tyfo® composite. Column surfaces that will receive continuous wraps typically require only a broom cleaning. Discontinuous wrapping surfaces (walls, beams, slabs, etc.) typically require a light sandblast, grinding or other approved methods to prepare for bonding. Tyfo® FibrAnchors™ are incorporated in some designs. The Fyfe Co. LLC engineering staff will provide the proper specifications and details based on the project requirements.

DESIGNThe Tyfo® System shall be designed to meet specific design criteria. The criteria for each project is dictated by the engineer of record and any relevant building codes and/or guidelines. The design should be based on the allowable strain for each type of application and the design modulus of the material. The Fyfe Co. LLC engineering staff will provide preliminary design at no obligation.


MIXINGFor pre-measured units in 5-gallon containers, pour the contents of component B into the pail of component A. For drums, premix each component: 100.0 parts of component A to 42.0 parts of component B by volume (100 parts of component A to 34.5 parts of component B by weight). Mix thoroughly for five minutes with a Tyfo® low speed mixer at 400-600 RPM until uniformly blended.

APPLICATIONFeed fabric through the Tyfo® Saturator and apply using the Tyfo® wrapping equipment or approved hand methods (see data sheet on this equipment). Hand saturation is allowable, provided the epoxy is applied uniformly and meets the specifications.

HOW TO USETHE TYFO® S COMPOSITE SYSTEM



E-mail: [email protected] Web: http://www.fyfeco.com


FIELD QUALITY CONTROLRecord batch numbers for fabric and epoxy used each day and note locations of installations. Measure square feet of fabric and volume of epoxy used each day.


Tyfo® SCH-11UP Compositeusing Tyfo® S Epoxy

DESCRIPTION The Tyfo® SCH-11UP Composite is comprised of Tyfo® S Epoxy and Tyfo® SCH-11UP reinforcing fabric. Tyfo® SCH-11UP is a custom, uni-directional carbon fabric. The Tyfo® S Epoxy is a two-component epoxy matrix.

EPOXY MIX RATIO100.0 component A to 42.0 component B by volume. (100 component A to 34.5 component B by weight.)


PACKAGING Order Tyfo® S Epoxy in 55-gallon (208L) drums or pre-measured units in 5-gallon (19L) containers. Tyfo® SCH-11UP Fabric typically shipped in 24” x 394 lineal foot (0.6m x 120 m ) rolls. Typically ships in 12” x 12” x 25” (300mm x 300mm x 635mm) boxes.

COVERAGE Approximately 800 sq. ft. surface area with 2 to 2.5 units of Tyfo® S Epoxy and 1 roll of Tyfo® SCH-11UP Fabric when used with the Tyfo® Saturator.

ADVANTAGES • Good high & low temperature properties• Long working time• High tensile modulus and strength• Ambient cure• 100% solvent-free• Rolls can be cut to desired widths prior to shipping

USE Tyfo® SCH-11UP Fabric is combined with Tyfo® epoxy to add strength to bridges, buildings, and other structures.





Tg

Tensile Strength1, psi

Tensile Modulus, psi

Elongation Percent

Flexural Strength, psi

Flexural Modulus, psi

Curing Schedule 72 hours post cure at 140o F (60o C).

TYPICAL TEST VALUE*

180o F (82o C)

10,500 psi (72.4 MPa)

461,000 psi(3.18 GPa)

5.0%

17,900 psi(123.4 MPa)

452,000 psi(3.12 GPa)

EPOXY MATERIAL PROPERTIES

ASTM METHOD

D-4065

D-638 Type 1

D-638 Type 1

D-638 Type 1

D-790

D-790

PROPERTY


Tensile Modulus 34.8 x 10 6 psi (240 GPa)



Weight per sq. yd. 9.7 oz. (330 g/m 2)

* Design and specification values will vary based on individual project requirements and applicable safety factors. Contact Fyfe Co. LLC engineers to determine appropriate specification values.

Ultimate tensile strength inprimary fiber direction, psi

Elongation at break Tensile Modulus, psi


Laminate Thickness

D-3039

D-3039

D-3039

D-3039

154,000 psi (1062MPa) (2.05 kip/in. width)

1.1%

14.8 x 106 psi (102 GPa)

0

0.014 in. (0.35mm)


TYPICALTEST VALUE

ASTM METHODPROPERTY


0.93%

12.6 x 106 psi (86.9 GPa)

0

0.014 in. (0.35mm)

DESIGN VALUE*

11/16 Tyfo® SCH-11UP



Statement of Responsibility: The technical information and application advice in this publication is based on the present state of our best scientific and practical knowledge. As the nature of the information herein is general, no assumption can be made as to the product’s suitability for a particular use or application, and no warranty as to its accuracy, reliability or completeness, either expressed or implied, is given other than those required by State legislation. The owner, his representative or the contractor is responsible for checking the suitability of products for their intended use. Field service, where provided, does not constitute supervisory responsibility. Suggestions made by the Fyfe Co., either verbally or in writing, may be followed, modified or rejected by the owner, engineer or contractor since they, and not the Fyfe Co., are responsible for carrying out procedure appropriate to a specific application.11/16 Tyfo® SCH-11UP






KEEP CONTAINER TIGHTLY CLOSED.NOT FOR INTERNAL CONSUMPTION. CONSULT MATERIAL SAFETY DATA SHEET (MSDS) FOR MORE INFORMATION. KEEP OUT OF REACH OF CHILDREN.FOR INDUSTRIAL USE ONLY.

CAUTION!

SURFACE PREPARATIONThe required surface preparation is largely dependent on the type of element being strengthened. In general, the surface must be clean, dry and free of protrusions or cavities, which may cause voids behind the Tyfo® composite. Column surfaces that will receive continuous wraps typically require only a broom cleaning. Discontinuous wrapping surfaces (walls, beams, slabs, etc.) typically require a light sandblast, grinding or other approved methods to prepare for bonding. Tyfo® FibrAnchors™ are incorporated in some designs. The Fyfe Co. LLC engineering staff will provide the proper specifications and details based on the project requirements.

DESIGNThe Tyfo® System shall be designed to meet specific design criteria. The criteria for each project is dictated by the engineer of record and any relevant building codes and/or guidelines. The design should be based on the allowable strain for each type of application and the design modulus of the material. The Fyfe Co. LLC engineering staff will provide preliminary design at no obligation.


MIXINGFor pre-measured units in 5-gallon containers, pour the contents of component B into the pail of component A. For drums, premix each component: 100.0 parts of component A to 42.0 parts of component B by volume (100 parts of component A to 34.5 parts of component B by weight). Mix thoroughly for five minutes with a Tyfo® low speed mixer at 400-600 RPM until uniformly blended.

APPLICATIONFeed fabric through the Tyfo® Saturator and apply using the Tyfo® wrapping equipment or approved hand methods (see data sheet on this equipment). Hand saturation is allowable, provided the epoxy is applied uniformly and meets the specifications.




E-mail: [email protected] Web: http://www.fyfeco.com




®®

Tyfo® SEH-25A Compositeusing Tyfo® S Epoxy

DESCRIPTION The Tyfo® SEH-25A Composite is a high strength FRP material comprised of Tyfo® S Epoxy and Tyfo® SEH25A reinforcing fabric. Tyfo® SEH-25A is a custom weave, uni-directional glass fabric used in the Tyfo®

Fibrwrap® System. The glass material is orientated in the 0o direction with additional yellow glass cross fibers at 90o. The Tyfo® S Epoxy is a two-component epoxy matrix material.

EPOXY MIX RATIO100.0 component A to 42.0 component B by volume. ( 100 component A to 34.5 component B by weight.)

ADVANTAGES • TYFO SEH is an ESR-2103 listed product• Component of UL listed, fire-rated assembly• NSF/ANSI Standard 61 listed product for

drinking water systems• Good high & low temperature properties• Long working time• High elongation• Ambient cure• 100% solvent-free• Rolls can be cut to desired widths prior to shipping

USE Tyfo® SEH-25A Fabric is combined with Tyfo® epoxy material to add strength and ductility to bridges, buildings, and other structures.




PACKAGING Order Tyfo® S Epoxy in 55-gallon (208L) drums or pre-measured units in 5-gallon (19L) containers. Order Tyfo® SEH-25A Fabric in 54” x 300 lineal foot (1.4m x 91.4m) rolls. Typically ships in 12” x 13” x 64” (305mm x 330mm x 1626mm) boxes.

COVERAGE Approximately 600 sq. ft. surface area with 3 to 4 units of Tyfo® S Epoxy and 1 roll of Tyfo® SEH-25A Fabric when used with the Tyfo® Saturator.



Tensile Modulus 10.5 x 106 psi (72.4 GPa)



Minimum weight per sq. yd. 15.2oz. (515 g/m2)

* Gross laminate design properties based on ACI 440 suggested guidelines will vary slightly. Contact Fyfe Co. LLC engineers to confirm project specification values and design methodology.


PROPERTYASTM

METHODTYPICAL

TEST VALUE DESIGN VALUE*Ultimate tensile strength in primary fiber direction, psi

D3039 83,400 psi (575 MPa)(2.1 kip/in. width)


Elongation at break D3039 2.2% 1.76%

Tensile Modulus, psi D3039 3.79 x 106 psi (26.1 GPa)

3.03 x 106 psi (20.9 GPa)


D3039 3,750 psi (25.8 MPa) 3,000 psi (20.7 MPa)

Nominal Laminate Thickness 0.025 in. (0.64mm) 0.025 in. (0.64mm)



PROPERTYASTM

METHODTYPICAL

TEST VALUE*Tensile Strength1, psi D638

Type 110,500 psi(72.4 MPa)

Tensile Modulus, psi D638 Type 1

461,000 psi(3.18 GPa)


5.0%

Flexural Strength, psi D790 17,900 psi(123.4 MPa)

Flexural Modulus, psi D790 452,000 psi(3.12 GPa)

Tg D4065 180o F (82o C)

4/12 Tyfo® SEH-25A



Statement of Responsibility: The technical information and application advice in this publication is based on the present state of our best scientific and practical knowledge. As the nature of the information herein is general, no assumption can be made as to the product’s suitability for a particular use or application, and no warranty as to its accuracy, reliability or completeness, either expressed or implied, is given other than those required by State legislation. The owner, his representative or the contractor is responsible for checking the suitability of products for their intended use. Field service, where provided, does not constitute supervisory responsibility. Suggestions made by the Fyfe Co., either verbally or in writing, may be followed, modified or rejected by the owner, engineer or contractor since they, and not the Fyfe Co., are responsible for carrying out procedure appropriate to a specific application.4/12 Tyfo® SEH-25A


COMPONENT B - Irritant:Corrosive. Contact with skin may cause severe burns. Avoid eye contact. Product is a strong sensitizer. Use of safety goggles and chemical resistant gloves recommended. Remove contaminated clothing. Avoid breath-ing vapors. Use adequate ventilation. Use of an organic vapor respirator recommended.

FIRST AIDIn case of skin contact, wash thoroughly with soap and water. For eye contact, f lush immediately. For respiratory problems, remove to fresh air. Wash clothing before reuse.


SHIPPING LABELS CONTAIN• State specification number with modifications, if applicable• Component designation• Type, if applicable• Manufacturer’s name• Date of manufacture• Batch name• State lot number, if applicable• Directions for use• Warnings or precautions by law


CAUTION!

SURFACE PREPARATIONThe required surface preparation is largely dependent on the type of element being strengthened. In general, the surface must be clean, dry and free of protrusions or cavities, which may cause voids behind the Tyfo® composite. Column surfaces that will receive continuous wraps typically require only a broom cleaning. Discontinuous wrapping surfaces (walls, beams, slabs, etc.) typically require a light sandblast, grinding or other approved methods to prepare for bonding. Sharp and chamfered corners will be rounded off by grinding or using thickened Tyfo® S epoxy (Tyfo® WS epoxy or approved repair mortar). At the time of application, the substrate shall not have any free moisture on it. If moisture cannot be avoided, the use of Tyfo® WP (Wet-Prime epoxy) is recommended. Tyfo® Fibr™ Anchors are incorporated in some designs. The Fyfe Co. LLC engineering staff will provide the proper specifications and details based on the project requirements.


MIXINGFor pre-measured units in 5-gallon (19L) containers, pour the contents of component B into the pail of component A. For drums, premix each component: 100.0 parts of component A to 42.0 parts of component B by volume (100 parts of component A to 34.5 parts of component B by weight). Mix thoroughly for five minutes with a Tyfo® low speed mixer at 400-600 RPM until uniformly blended.

APPLICATIONApply one prime coat of Tyfo® S Epoxy on the substrate by using a roller. Saturate the fabric by feeding it through the Tyfo® Saturator. Apply using the Tyfo® wrapping equipment or approved hand methods (See the Tyfo® Saturator Manual). Prior to the application of the saturated fabric, fill any uneven surface with thickened Tyfo® S epoxy. Saturate and apply subsequent layers of the fabric according to the Specifications and the Design Requirements. The use of a roller or hand pressure, ensure proper orientation of fibers, release or roll out entrapped air and ensure that each individual layer is firmly bedded and adhered to the preceding layer or substrate. Apply a final coat of thickened Tyfo® S Epoxy and detail all fabric edges, including butt splice, termination points and jacket edges. Please refer to the NSF Listing for the NSF-61 Listed Application.


8380 Miralani Drive, San Diego, CA 92126Tel: 858.642.0694 Fax: 858.444.2982


PROTECTIVE COATINGSIn case of plaster final coating, apply sand by hand for better bonding surface while the final coat of epoxy is still tacky. In case of paint final coating, paint between 24 and 72 hours after final application of epoxy. If more than 72 hours after application, prepare the surface of the final coat of epoxy by light sandblast or hand sanding to slightly etch the surface.




DESIGNThe Tyfo® Fibrwrap® System shall be designed to meet specific design criteria. The criteria for each project is dictated by the engineer of record and any relevant building codes and/or guidelines. The design should be based on the allowable strain for each type of application and the design modulus of the material. The Fyfe Co. LLC engineering staff will provide preliminary design at no obligation.


Tyfo® SCH-41 Compositeusing Tyfo® S Epoxy

5/15 SCH-41

DESCRIPTION The Tyfo® SCH-41 Composite is comprised of Tyfo® S Epoxy and Tyfo® SCH-41 reinforcing fabric, which is NSF-Certified. Tyfo® SCH-41 is a custom, uni-directional carbon fabric orientated in the 0o direction. The Tyfo® S Epoxy is a two-component epoxy matrix.

EPOXY MIX RATIO100.0 component A to 42.0 component B by volume. (100 component A to 34.5 component B by weight.)SHELF LIFEEpoxy - two years in original, unopened and properly stored containers.Fabric - ten years in proper storage conditions.STORAGE CONDITIONSStore epoxy at 40o to 90o F (4o to 32o C). Avoid freezing. Store rolls f lat, not on ends, at temperatures below 100o F (38o C). Avoid moisture and water contamination.

PACKAGING Order Tyfo® S Epoxy in 55-gallon (208L) drums or pre-measured units in 5-gallon (19L) containers. Tyfo® SCH-41 Fabric typically shipped in 24” x 300 lineal foot (0.6m x 91.4m) rolls. Typically ships in 12” x 13” x 27” (305mm x 330mm x 686mm) boxes.

COVERAGE Approximately 600 sq. ft. surface area with 3 to 4 units of Tyfo® S Epoxy and 1 roll of Tyfo® SCH-41 Fabric when used with the Tyfo® Saturator.

ADVANTAGES • ICC-ES ESR-2103 listed product• Component of UL listed, fire-rated assembly• NSF/ANSI Standard 61 listed product for

drinking water systems• Improved long-term durability• Good high & low temperature properties• Long working time• High tensile modulus and strength• Ambient cure• 100% solvent-free• Rolls can be cut to desired widths prior to shipping

USE Tyfo® SCH-41 Fabric is combined with Tyfo® Epoxy to add strength to bridges, buildings, and other structures.




TYPICAL DRY FIBER PROPERTIESPROPERTY TYPICAL TEST VALUE

Tensile Strength 580,000 psi (4.0 GPa)

Tensile Modulus 33.4 x 106 psi (230 GPa)


Density 0.063 lbs./in.3 (1.8 g/cm 3)

Minimum weight per sq. yd. 19 oz. (644 g/m2)



PROPERTYASTM

METHODTYPICAL

TEST VALUE*Tensile Strength1 D638

Type 110,500 psi(72.4 MPa)

Tensile Modulus D638 Type 1

461,000 psi(3.18 GPa)


5.0%

Flexural Strength D790 17,900 psi (123.4 MPa)

Flexural Modulus D790 452,000 psi (3.12 GPa)

Tg D4065 180o F (82o C)



PROPERTYASTM

METHODTYPICAL

TEST VALUE DESIGN VALUE*Ultimate Tensile Strength in Primary Fiber Direction



Elongation at Break D3039 1.0% 0.85%

Tensile Modulus D3039 13.9 x 106 psi(95.8 GPa)

11.9 x 106 psi(82 GPa)

Flexural Strength D790 17,900 psi (123.4 MPa) 15,200 psi (104.8 MPa)

Flexural Modulus D790 452,000 psi (3.12 GPa) 384,200 psi (2.65 GPa)

Longitudinal Compressive Strength

D3410 50,000 psi(344.8 MPa)

42,500 psi(293 MPa)

Longitudinal Compressive Modulus

D3410 11.2 x 106 psi(77.2 GPa)

9.5 x 106 psi(65.5 GPa)

Longitudinal Coefficient of Thermal Expansion

D696 3.6 ppm./oF

Transverse Coefficient of Thermal Expansion

D696 20.3 ppm./oF



Statement of Responsibility: The technical information and application advice in this publication is based on the present state of our best scientific and practical knowledge. As the nature of the information herein is general, no assumption can be made as to the product’s suitability for a particular use or application, and no warranty as to its accuracy, reliability or completeness, either expressed or implied, is given other than those required by State legislation. The owner, his representative or the contractor is responsible for checking the suitability of products for their intended use. Field service, where provided, does not constitute supervisory responsibility. Suggestions made by the Fyfe Co., either verbally or in writing, may be followed, modified or rejected by the owner, engineer or contractor since they, and not the Fyfe Co., are responsible for carrying out procedure appropriate to a specific application.5/15 SCH-41





COMPONENT B - Irritant:Corrosive. Contact with skin may cause severe burns. Avoid eye contact. Product is a strong sensitizer. Use of safety goggles and chemical resistant gloves recommended. Remove contaminated clothing. Avoid breathing vapors. Use adequate ventilation. Use of an organic vapor respirator recommended.





CAUTION!











Tyfo® SEH-51A Compositeusing Tyfo® S Epoxy

DESCRIPTION The Tyfo® SEH-51A Composite is an ICC ER-2103 listed material comprised of Tyfo® S Epoxy and Tyfo® SEH-51A reinforcing fabric. Tyfo® SEH-51A is a custom weave, uni-directional glass fabric used in the Tyfo®

Fibrwrap® System. The glass material is orientated in the 0o direction with additional yellow glass cross fibers at 90o. The Tyfo® S Epoxy is a two-component epoxy matrix material.

EPOXY MIX RATIO100.0 component A to 42.0 component B by volume. ( 100 component A to 34.5 component B by weight.)

ADVANTAGES • ICC-ES ESR-2103 listed product• Component of UL listed, fire-rated assembly• NSF/ANSI Standard 61 listed product for

drinking water systems• Good high & low temperature properties• Long working time• High elongation• Ambient cure• 100% solvent-free• Rolls can be cut to desired widths prior to shipping

USE Tyfo® SEH-51A Fabric is combined with Tyfo® epoxy material to add strength and ductility to bridges, buildings, and other structures.




PACKAGING Order Tyfo® S Epoxy in 55-gallon (208L) drums or pre-measured units in 5-gallon (19L) containers. Order Tyfo® SEH-51A Fabric in 54” x 150 lineal foot (1.4m x 45.7m) rolls. Typically ships in 12” x 13” x 64” (305mm x 330mm x 1626mm) boxes.

COVERAGE Approximately 675 sq. ft. surface area with 3 to 4 units of Tyfo® S Epoxy and 1 roll of Tyfo® SEH-51A Fabric when used with the Tyfo® Saturator.



Tensile Modulus 10.5 x 106 psi (72.4 GPa)



Minimum weight per sq. yd. 27 oz. (915 g/m2)



PROPERTYASTM

METHODTYPICAL

TEST VALUE DESIGN VALUE*Ultimate tensile strength in primary fiber direction, psi




Tensile Modulus, psi D3039 3.79 x 106 psi (26.1 GPa)

3.03 x 106 psi (20.9 GPa)

Flexural Strength, psi D790 80,000 psi (551.6 MPa)

68,000 psi (468.9 MPa)

Flexural Modulus, psi D790 3.5 x 106 psi (24.1 GPa)

2.98 x 106 psi (20.5 GPa)


D3039 3,750 psi (25.8 MPa) 3,000 psi (20.7 MPa)




PROPERTYASTM

METHODTYPICAL

TEST VALUE*Tensile Strength1, psi D638

Type 110,500 psi(72.4 MPa)

Tensile Modulus, psi D638 Type 1

461,000 psi(3.18 GPa)


5.0%

Flexural Strength, psi D790 17,900 psi(123.4 MPa)

Flexural Modulus, psi D790 452,000 psi(3.12 GPa)

Tg D4065 180o F (82o C)

5/15 Tyfo® SEH-51A



Statement of Responsibility: The technical information and application advice in this publication is based on the present state of our best scientific and practical knowledge. As the nature of the information herein is general, no assumption can be made as to the product’s suitability for a particular use or application, and no warranty as to its accuracy, reliability or completeness, either expressed or implied, is given other than those required by State legislation. The owner, his representative or the contractor is responsible for checking the suitability of products for their intended use. Field service, where provided, does not constitute supervisory responsibility. Suggestions made by the Fyfe Co., either verbally or in writing, may be followed, modified or rejected by the owner, engineer or contractor since they, and not the Fyfe Co., are responsible for carrying out procedure appropriate to a specific application.5/15 Tyfo® SEH-51A


COMPONENT B - Irritant:Corrosive. Contact with skin may cause severe burns. Avoid eye contact. Product is a strong sensitizer. Use of safety goggles and chemical resistant gloves recommended. Remove contaminated clothing. Avoid breath-ing vapors. Use adequate ventilation. Use of an organic vapor respirator recommended.





CAUTION!














Tyfo® UC Composite Laminate Strip System

DESCRIPTION Tyfo® UC Composite Laminate Strip System is comprised of a high modulus, high tensile strength, pull-formed, epoxy-carbon composite adhered to the primed substrate with thickened Tyfo® S Epoxy, Tyfo® TC Epoxy, Tyfo® TC-1 Epoxy or Tyfo® MB-3 Adhesive.

MIX RATIOSee Tyfo® epoxy data sheets for mix ratio information.

PACKAGING The Tyfo® UC Composite Laminate Strips are available in any length. Standard rolls come in 100, 250 and 500 foot (30.48m, 76.2m, and 152.4m) lengths. The rolls are approximately 36” (914mm) inside diameter. Typically ships in 40” x 40” x 6” (1016mm x 1016mm x 152mm) boxes. Tyfo® TC Epoxy pre-measured units ship in 5-gallon (18.9L) containers. See Tyfo® epoxy data sheets for more information.

COVERAGE Surface area coverage for the Tyfo® UC Composite Laminate Strip System is dependent on the width and length ordered (see “Available Widths and Thicknesses for Tyfo® UC Composite Laminate Strips”). One unit of Tyfo® TC Epoxy or thickened Tyfo® S Epoxy will cover approximately 30 to 75 sq. ft. (2.8 to 7m2) of surface area at a thickness of 1/16” (2mm). One unit of Tyfo® MB-3 Epoxy will cover approximately 10 - 25 sq. ft. (0.93 - 2.3m2) of surface area at 1/16” (2mm) thick. The existing condition of the surface as well as the temperatures of both the epoxy and application surface will significantly affect the coverage estimation.

ADVANTAGES • Class 1 rating per ASTM E84. Flame spread: 25 Smoke developed: 140• Good high temperature properties• Good low temperature properties• Consistent material properties• Ease of installation• Pull-formed composites do not contain releasing agents that affect material properties• High tensile modulus and strength• 100% epoxy matrix

USE F o r r e i n f o r c i n g o f g e n e r a l b u i l d i n g construction, industrial buildings, parking structures, bridges and other structures constructed of concrete, wood and steel.



SHELF LIFEEpoxy - one year in original, unopened and properly stored containers.Strips - ten years in proper storage conditions.

APPLICATIONApply a prime coat of Tyfo® S Epoxy to the prepared substrate. Apply a 1/16” (2mm) layer of Tyfo® Epoxy to the substrate prior to applying the the Tyfo® UC Composite Laminate Strip System. Clean abraded side (side without lettering and without glossy appearance) of Strip with acetone or similar approved solvent to remove any foreign debris and let stand for 30 minutes minimum to allow for evaporation of the solvent. Apply a 1/16” (2mm) minimum thickness layer of Tyfo® epoxy adhesive to the cleaned side of Strip. Allow sufficient time for the epoxy to reach maximum tackiness. Apply the Strip within the specified cure time of the Tyfo® epoxy. The Tyfo® UC Composite Laminate Strip System to be applied uniformly, meeting all specifications.

SURFACE PREPARATIONThe surface to receive the Tyfo® UC Composite Laminate Strip System must be sound and prepared for bonding by means of abrasive methods. Typically, light sandblasting, grinding or other approved methods are acceptable. The surface should be free of protrusions or cavities. The Fyfe Co. LLC engineering staff will provide the proper specifications and details based on the project requirements. Bond strength to substrate can be verified by ASTM D-4541.

INSTALLATIONTyfo® UC Composite Laminate Strip System shall be installed by Fyfe Co. LLC trained and certified applicators. Installation shall be in strict compliance with the Fyfe Co. LLC Quality Control Manual.

MIXINGSee Tyfo® epoxy data sheets for mix ratio and mixing instructions.

HOW TO USETHE TYFO® UC COMPOSITE LAMINATE STRIP SYSTEM

DESIGNTyfo® UC Composite Laminate Strip System shall be designed to meet specific design criteria. The criteria for each project is dictated by the engineer of record and any relevant building codes and/or guidelines. The design should be based on the allowable strain for each type of application and the design modulus of the material. The Fyfe Co. LLC engineering staff will provide preliminary design at no obligation.

* Design and specification values will vary based on individual project requirements and applicable safety factors. Contact Fyfe Co. LLC engineers to determine appropriate specification values.** See “Available widths and thicknesses for the Tyfo® UC Composite Laminate Strips.”

COMPOSITE GROSS LAMINATE PROPERTIESPROPERTY ASTM

METHODTYPICAL

TEST VALUEDESIGN VALUE*

Ultimate tensile strength in primary fiber direction, psi

D3039 405,000 psi(2.79 GPa)

364,500 psi(2.51 GPa)


Tensile Modulus, psi D3039 22.5 x 106 psi(155 GPa)

20.25 x 106 psi(139.6 GPa)

Layer Thickness** Varies Varies


Tensile Modulus 33.4 x 106 psi (230 GPa)



Volumetric Fiber Content 62%

STORAGE CONDITIONSStore the Tyfo® UC Composite Laminate Strips and epoxy at 40o to 90o F (4o to 32o C) and epoxy at 40o to 90o F (4o to 32o C). Avoid freezing. Store rolls flat, not on ends, at temperatures below 100o F (38o C). Avoid moisture and water contamination.

5/15 Tyfo® UC Strips


Statement of Responsibility: The technical information and application advice in this publication is based on the present state of our best scientific and practical knowledge. As the nature of the information herein is general, no assumption can be made as to the product’s suitability for a particular use or application, and no warranty as to its accuracy, reliability or completeness, either expressed or implied, is given other than those required by State legislation. The owner, his representative or the contractor is responsible for checking the suitability of products for their intended use. Field service, where provided, does not constitute supervisory responsibility. Suggestions made by the Fyfe Co., either verbally or in writing, may be followed, modified or rejected by the owner, engineer or contractor since they, and not the Fyfe Co., are responsible for carrying out procedure appropriate to a specific application.5/15 Tyfo® UC Strips





CAUTION!

LAMINATE PRECAUTIONSUse caution when uncoiling roll. Use of an approved particle mask is recommended for possible airborne particles. Gloves are recommended when handling strips to avoid skin irritation. Safety glasses are recommended to prevent eye irritation.

DESIGNATIONSThe Tyfo® UC Composite Laminate Strip System is designated by the width then the thickness in mils. Example - 2” wide, 0.055-inch laminate would be designated as “2UC55.”

AVAILABLE WIDTHS AND THICKNESSES FOR TYFO® UC COMPOSITE LAMINATE STRIPSThickness: 0.075” (1.9mm) or 0.055” (1.4mm) *Widths: 2.0” (50.8mm) 4.0” (101.6mm) *

* Other thicknesses and widths are available.


NOT FOR INTERNAL CONSUMPTION.CONSULT MATERIAL SAFETY DATA SHEET (MSDS) FOR MORE INFORMATION.KEEP OUT OF REACH OF CHILDREN.FOR INDUSTRIAL USE ONLY.





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