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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
Hilmarc's Construction Corporation
Retrofitting using TYFO SCH 41 Carbon Fiber
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
Hilmarc's Construction Corporation
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
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
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
Retrofitting using TYFO SCH 41 Carbon Fiber
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
Retrofitting using Carbon Fiber Completed 2017
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
Department of Public Works and Highways Iloilo 4th District Engineering Office
Retrofitting using Carbon Fiber TYFO SCH 11UP
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
Pulsar ConstructionRetrofitting using TYFO UC Laminate (Carbon Fiber Plates)
Completed 2017
487.Strengthening/Retrofitting of Taguipuro Bridge
Pulsar ConstructionRetrofitting using Carbon Fiber TYFO SCH 7 UP & TYFO UC Laminate
Completed 2017
488.Strengthening/Retrofitting of Bangan Bridge 3
Pulsar ConstructionRetrofitting using TYFO UC Laminate (Carbon Fiber Plates)
Completed 2017
489.Strengthening/ Retrofitting of Bangan Bridge 1
Pulsar ConstructionRetrofitting using Carbon Fiber TYFO SCH 7 UP & TYFO UC Laminate
Completed 2017
476. Rehabilitation of Tagoloan Bridge Dicon Builders Corp. Application of TYFO UC Laminate Carbon Plates
Completed 2017
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
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
Pulsar ConstructionRetrofitting using Carbon Fiber TYFO SCH 7 UP & TYFO UC Laminate
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
Pulsar ConstructionRetrofitting using Carbon Fiber TYFO SCH 7 UP & TYFO UC Laminate
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
Pulsar ConstructionRetrofitting using Carbon Fiber TYFO SCH 7 UP & TYFO UC Laminate
Completed 2017
497.Strengthening/Retrofitting of San Juan Bridge 1
Pulsar ConstructionRetrofitting using TYFO UC Laminate (Carbon Fiber Plates)
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
Pulsar ConstructionRetrofitting using Carbon Fiber TYFO SCH 7 UP & TYFO UC Laminate
Completed 2017
500.Strengthening/Retrofitting of Maluyo Bridge 2
Pulsar ConstructionRetrofitting using TYFO UC Laminate (Carbon Fiber Plates)
Completed 2017
501.Strengthening/Retrofitting of Maluyo Bridge 1
Pulsar ConstructionRetrofitting using TYFO UC Laminate (Carbon Fiber Plates)
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
Pulsar ConstructionRetrofitting using Carbon Fiber TYFO SCH 7 UP & TYFO UC Laminate
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
Pulsar ConstructionRetrofitting using TYFO UC Laminate (Carbon Fiber Plates)
Completed 2017
506.Strengthening/Retrofitting of Matucay Bridge 2
Pulsar ConstructionRetrofitting using Carbon Fiber TYFO SCH 7 UP & TYFO UC Laminate
Completed 2017
507.Strengthening/Retrofitting of Matucay Bridge 1
Pulsar ConstructionRetrofitting using Carbon Fiber TYFO SCH 7 UP & TYFO UC Laminate
Completed 2017
508.Strengthening/Retrofitting of Panifuan Bridge
Pulsar ConstructionRetrofitting using Carbon Fiber TYFO SCH 7 UP & TYFO UC Laminate
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
Pulsar ConstructionRetrofitting using Carbon Fiber TYFO SCH 7 UP & TYFO UC Laminate
Completed 2017
511. Strengthening/Retrofitting of Pacupac Bridge Pulsar ConstructionRetrofitting using Carbon Fiber TYFO SCH 7 UP & TYFO UC Laminate
Completed 2017
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
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
Retrofitting using Carbon Fiber Completed 2017
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
Retrofitting using Carbon Fiber Completed 2017
519. Strengthening/Retrofitting of Tapayas BridgeLahdeth Construction and Supply
Retrofitting using Carbon Fiber Completed 2017
520.Retrofitting/Strengthening of Mampuag Bridge
Lahdeth Construction and Supply
Retrofitting using Carbon Fiber Completed 2017
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
Retrofitting using Carbon Fiber Completed 2017
522.Retrofitting/Strengthening of Cabilauan Bridge
Department of Public Works and Highways Iloilo 4th District Engineering Office
Retrofitting using Carbon Fiber Completed 2017
523. Retrofitting/Strengthening of Lanag Bridge 1
Department of Public Works and Highways Iloilo 4th District Engineering Office
Retrofitting using Carbon Fiber Completed 2017
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
Retrofitting using Carbon Fiber Completed 2017
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
Retrofitting using Carbon Fiber Completed 2017
529.Retrofitting/Strengthening of Permanent Bridge, Abangay Bridge 2
Department of Public Works and Highways Iloilo 2nd District Engineering Office
Retrofitting using Carbon Fiber Completed 2017
530. Strengthening/Retrofitting of Marilao BridgeTriple 8 Construction and Supply Inc
Retrofitting using Carbon Fiber TYFO SCH 7UP
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.
Retrofitting using Carbon Fiber Completed 2017
533. Retrofitting of Three (3) Selected Beams Y.N. Builders & SupplyRetrofitting using Carbon Fiber TYFO SCH 41
Completed 2017
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
534.Retrofitting of the DBM RO VI Annex Building (Phase 2)
Department of Budget and Management Regional Office VI
Retrofitting using Carbon Fiber Completed 2017
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
JTM Construction Retrofitting using Carbon Fiber Completed 2017
540.Rehabilitation/Major Repair of Permanent Bridge, Ableg Bridge
JTM Construction Retrofitting using Carbon Fiber Completed 2017
541.Strengthening/Retrofitting of Calamba Bridge
JLL Construction & General Merchandise
Retrofitting using Carbon Fiber Completed 2017
542. Retrofitting of Pianing Bridge Ramises Construction Retrofitting using Carbon Fiber Completed 2017
543. Rehabilitation/Major Repair of Jalaur Bridge
Department of Public Works and Highways Iloilo 4th District Engineering Office
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
Retrofitting using Carbon Fiber Completed 2017
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
Retrofitting using Carbon Fiber TYFO SCH 7 UP
Completed 2017
550.Strengthening/Retrofitting of Three (3) bridges, Makalukso Bridge, Makabubos Bridge & Pinaguidanan Bridge
Jaejr Electrical Construction and Supply
Retrofitting using Carbon Fiber TYFO SCH 11UP
Completed 2017
551. Strengthening/Retrofitting of Iloilo BridgeInternational Builders Corporation
Retrofitting using Carbon Fiber Completed 2017
552. Retrofitting of St. Michael Church Bell TowerCardinal Agri Products, Inc.
Retrofitting using Carbon Fiber Completed 2017
553. Strengthening/Retrofitting of Magapa BridgeInternational Builders Corporation
Retrofitting using Carbon Fiber Completed 2017
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
Retrofitting using Carbon Fiber TYFO SCH 11UP
Completed 2017
558.Epoxy Injection Works at Twelve Luxury Flats Building
CNC Construction and Development Corporation
Application of Epoxy Mortar Completed 2017
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
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
Retrofitting using Carbon Fiber TYFO SCH 11UP
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
Retrofitting using Carbon Fiber TYFO SCH 41
Completed 2017
565.Retrofitting/Strengthening of Permanent Bridge, Cabangog Bridge
Department of Public Works and Highways Camarines Sur 1st District Engineering Office
Retrofitting using Carbon Fiber TYFO SCH 41
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
Retrofitting using Carbon Fiber Completed 2017
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
Retrofitting using Carbon Fiber Completed 2018
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
Retrofitting using Carbon Fiber Completed 2018
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
Pulsar Construction Corporation
Application of Carbon Fiber TYFO SCH 7UP and Carbon Plate TYFO UC Laminate
Completed 2018
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
580.Strengthening/Retrofitting of Mauanan Bridge 1
Pulsar Construction Corporation
Application of Carbon Fiber TYFO SCH 7UP and Carbon Plate TYFO UC Laminate
Completed 2018
581. Strengthening/Retrofitting of Allanay BridgePulsar Construction Corporation
Application of Carbon Fiber TYFO SCH 7UP and Carbon Plate TYFO UC Laminate
Completed 2018
582Strengthening/Retrofitting of Cadongdongan Bridge
Pulsar Construction Corporation
Application of Carbon Fiber TYFO SCH 7UP and Carbon Plate TYFO UC Laminate
Completed 2018
583 Strengthening/Retrofitting of Peru BridgePulsar Construction Corporation
Application of Carbon Fiber TYFO SCH 7UP and Carbon Plate TYFO UC Laminate
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
Application of TYFO SCH 7UP Carbon Fiber
Completed 2018
590.Retrofitting of 4-Storey Commercial and Warehouse Buidling
Marius Holdings Corporation
Retrofitting using TYFO SCH 41 Carbon Fiber
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
Application of TYFO SCH 7UP Carbon Fiber
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
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
604. Retrofitting of Taganahaw Bridge Ramises ConstructionRetrofitting using TYFO SCH 11UP Carbon Fiber
Completed 2018
605.Retrofitting of Permanent Bridges, Upper Buyugan Bridge
O.G. Santos Construction
Retrofitting using TYFO SCH 41 Carbon Fiber and TYFO UC Laminate
Completed 2018
606.Retrofitting of Permanent Bridges, Sibuguey Bridge
O.G. Santos Construction
Retrofitting using TYFO SCH 41 Carbon Fiber
Completed 2018
607.Retrofitting of Permanent Bridges, Bomba Bridge
O.G. Santos Construction
Retrofitting using TYFO SCH 41 Carbon Fiber
Completed 2018
608.Retrofitting of Permanent Bridges, Muyo Bridge
O.G. Santos Construction
Retrofitting using TYFO SCH 41 Carbon Fiber
Completed 2018
609.Structural Rehabilitation of Meralco's Business Solution Center
Nationstar Development Corporation
Retrofitting using TYFO SCH 41 Carbon Fiber
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
Nationstar Development Corporation
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
Retrofitting using Carbon Fiber TYFO SCH 7 UP
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
Application of Carbon Fiber TYFO SCH 7UP and Carbon Plate TYFO UC LAMINATE
Completed 2018
619. Retrofitting of Lugait BridgeO.G. Santos Construction
Application of Carbon Fiber TYFO SCH 7UP and Carbon Plate TYFO UC LAMINATE
Completed 2018
620. Retrofitting of Tabo-o BridgeO.G. Santos Construction
Application of Carbon Fiber TYFO SCH 7UP and Carbon Plate TYFO UC LAMINATE
Completed 2018
621. Retrofitting of Taytayan BridgeO.G. Santos Construction
Application of Carbon Fiber TYFO SCH 7UP and Carbon Plate TYFO UC LAMINATE
Completed 2018
622. Retrofitting of Gimagpang BridgeO.G. Santos Construction
Application of Carbon Fiber TYFO SCH 7UP and Carbon Plate TYFO UC LAMINATE
Completed 2018
623. Retrofitting of Pangayawan BridgeO.G. Santos Construction
Application of Carbon Fiber TYFO SCH 7UP and Carbon Plate TYFO UC LAMINATE
Completed 2018
624. Retrofitting of Mandangisiao BridgeO.G. Santos Construction
Application of Carbon Fiber TYFO SCH 7UP and Carbon Plate TYFO UC LAMINATE
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
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
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
Application of Carbon Fiber TYFO SCH 7UP and Carbon Plate TYFO UC LAMINATE
Completed 2018
629. Retrofitting of Medina bridge (Cantilever)Dicon Builders Corporation
Application of Carbon Fiber TYFO SCH 7UP and Carbon Plate TYFO UC LAMINATE
Completed 2018
630.Retrofitting/Strengthening of Permanent Bridge, Lug-an Bridge
O.G. Santos Construction
Application of Carbon Fiber TYFO SCH 7UP and Carbon Plate TYFO UC LAMINATE
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
Retrofitting using Carbon Fiber TYFO SCH 11UP
Completed 2018
633.Rehabilitation/ Major Repair of Permanent Bridges - Tambacan Bridge and Espital Bridge
Nida Joniks Construction (Jonik Trading and Construction)
Application of Carbon Fiber TYFO SCH 7UP and Carbon Plate TYFO UC LAMINATE
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
Retrofitting using TYFO SCH 41 Carbon Fiber
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
Application of TYFO SCH 7 UP Carbon Fiber
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
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
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
Application of TYFO SCH 11 UP Carbon Fiber
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.
Application of TYFO SCH 41 Carbon Fiber
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
Application of TYFO SCH 7UP Carbon Fiber
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
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
669.Presidential Management Staff Building - Steel Works (Additional Works)
Nationstar Development Corporation
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.
Application of TYFO SCH 41 Carbon Fiber
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.
Application of TYFO SCH 41 Carbon Fiber
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
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
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
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 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.
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.
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.
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
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.
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.
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.
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
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.
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.
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
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] Web: http://www.fyfeco.com
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.
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.
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-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.)
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-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.
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.
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.
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 x 10 6 psi (240 GPa)
Ultimate Elongation 1.7%
Density 0.064 lbs./in.3 (1.8 g/cm3)
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
Ultimate tensile strength 90 degrees to primary fiber, 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)
COMPOSITE GROSS LAMINATE PROPERTIES
TYPICALTEST VALUE
ASTM METHODPROPERTY
130,900 psi (903 MPa)(1.74 kip/in. width)
0.93%
12.6 x 106 psi (86.9 GPa)
0
0.014 in. (0.35mm)
DESIGN VALUE*
11/16 Tyfo® SCH-11UP
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.
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-11UP
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.
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
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.
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.
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
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] Web: http://www.fyfeco.com
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.
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.
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® 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.
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.
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.
SHELF LIFEEpoxy - two years in original, unopened and properly stored containers.Fabric - ten years in proper storage conditions.
TYPICAL DRY FIBER PROPERTIESTensile Strength 470,000 psi (3.24 GPa)
Tensile Modulus 10.5 x 106 psi (72.4 GPa)
Ultimate Elongation 4.5%
Density 0.092 lbs./in.3 (2.55 g/cm3)
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.
COMPOSITE GROSS LAMINATE PROPERTIES
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)
66,720 psi (460 MPa)(1.7 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)
Ultimate tensile strength 90 degrees to primary fiber, psi
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)
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 MATERIAL PROPERTIESCuring Schedule 72 hours post cure at 140o F (60o C).
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)
Elongation Percent D638 Type 1
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
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.
Patented in U.S.A., Canada, and other countries. © Copyright 2005-2012 Fyfe Co. LLC 31-12
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 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 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.
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.
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
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. 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.
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.
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.
Fyfe Co. LLCTyfo® Fibrwrap® Systems
8380 Miralani Drive, San Diego, CA 92126Tel: 858.642.0694 Fax: 858.444.2982
E-mail: [email protected] www.fyfeco.com
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.
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.
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.
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.
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.
HOW TO USETHE TYFO® S COMPOSITE SYSTEM
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.
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.
TYPICAL DRY FIBER PROPERTIESPROPERTY TYPICAL TEST VALUE
Tensile Strength 580,000 psi (4.0 GPa)
Tensile Modulus 33.4 x 106 psi (230 GPa)
Ultimate Elongation 1.7%
Density 0.063 lbs./in.3 (1.8 g/cm 3)
Minimum weight per sq. yd. 19 oz. (644 g/m2)
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 MATERIAL PROPERTIESCuring Schedule 72 hours post cure at 140o F (60o C).
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)
Elongation Percent D638 Type 1
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)
* 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.
COMPOSITE GROSS LAMINATE PROPERTIES
PROPERTYASTM
METHODTYPICAL
TEST VALUE DESIGN VALUE*Ultimate Tensile Strength in Primary Fiber Direction
D3039 143,000 psi (986 MPa)(5.7 kip/in. width)
121,000 psi (834 MPa)(4.8 kip/in. width)
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
Nominal Laminate Thickness 0.04 in. (1.0mm) 0.04 in. (1.0mm)
Patented in U.S.A., Canada, and other countries. © Copyright 2015 Fyfe Co. LLC 18-15
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 SCH-41
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
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. 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.
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
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!
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.
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.
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.
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.
HOW TO USETHE TYFO® S COMPOSITE SYSTEM
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.
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.
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.
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.
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.
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.
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.
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.
SHELF LIFEEpoxy - two years in original, unopened and properly stored containers.Fabric - ten years in proper storage conditions.
TYPICAL DRY FIBER PROPERTIESTensile Strength 470,000 psi (3.24 GPa)
Tensile Modulus 10.5 x 106 psi (72.4 GPa)
Ultimate Elongation 4.5%
Density 0.092 lbs./in.3 (2.55 g/cm3)
Minimum weight per sq. yd. 27 oz. (915 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.
COMPOSITE GROSS LAMINATE PROPERTIES
PROPERTYASTM
METHODTYPICAL
TEST VALUE DESIGN VALUE*Ultimate tensile strength in primary fiber direction, psi
D3039 83,400 psi (575 MPa)(4.17 kip/in. width)
66,720 psi (460 MPa)(3.3 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)
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)
Ultimate tensile strength 90 degrees to primary fiber, psi
D3039 3,750 psi (25.8 MPa) 3,000 psi (20.7 MPa)
Nominal Laminate Thickness 0.05 in. (1.3mm) 0.05 in. (1.3mm)
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 MATERIAL PROPERTIESCuring Schedule 72 hours post cure at 140o F (60o C).
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)
Elongation Percent D638 Type 1
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
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.
Patented in U.S.A., Canada, and other countries. © Copyright 2015 Fyfe Co. LLC 23-15
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® SEH-51A
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 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.
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.
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
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. 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.
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.
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.
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
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.
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.
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.
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.
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.
HOW TO USETHE TYFO® S COMPOSITE SYSTEM
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.
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.
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)
Elongation at break D3039 1.8% 1.67%
Tensile Modulus, psi D3039 22.5 x 106 psi(155 GPa)
20.25 x 106 psi(139.6 GPa)
Layer Thickness** Varies Varies
TYPICAL DRY FIBER PROPERTIESTensile Strength 711,000 psi (4.9 GPa)
Tensile Modulus 33.4 x 106 psi (230 GPa)
Ultimate Elongation 2.1%
Density 0.065 lbs./in.3 (1.8 g/cm3)
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
Patented in U.S.A., Canada, and other countries. © Copyright 2015 Fyfe Co. LLC 28-15
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® UC Strips
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!
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.
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
NOT FOR INTERNAL CONSUMPTION.CONSULT MATERIAL SAFETY DATA SHEET (MSDS) FOR MORE INFORMATION.KEEP OUT OF REACH OF CHILDREN.FOR INDUSTRIAL USE ONLY.
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
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.