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Bridges & Structures

IBRC Project Database, Results by Material

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Project #StateMaterial(s)Element(s)Bridge Name(s)Project Description
DE-2000-01 DE Clad Stainless Steel Rebars Deck Slab SR 82 over Red Clay Creek Deck replacement & rehabilitation- Single span steel girder bridge w/ concrete deck (104' long x 27' wide); replace deck w/ concrete slab reinforced w/ stainless steel clad rebars and high performance (HPC) concrete; carbon fiber reinforced polymer (FRP)
FL-2000-01 FL Clad Stainless Steel Rebars Deck Slab State Route 679 over Burnces Pass Replacement- 18-span bridge (1464' long x 55' wide); stainless steel clad rebars in concrete deck
GA-2002-01 GA Clad Stainless Steel Rebars N/A SR 282 over Tails Creek Clad stainless steel rebar in bridge deck
IN-2000-01 IN Clad Stainless Steel Rebars None I-65 over 15th Avenue Rehabilitation- Twin composite steel superstructures (148' long X 40' and 52' wide); one w/ black steel in the deck and one w/ stainless steel clad rebars in the deck; conduct a comparative study.
KY-2001-02 KY Clad Stainless Steel Rebars Deck Slab Galloway Road o/N. Elkhorn Cr. Utilizing clad stainless steel rebar and MMFX reinforcing bars in the bridge deck slab in order to prevent future corrosion damage
MI-2001-02 MI Clad Stainless Steel Rebars Deck Slab n/a Replacement - Utilizing Clad Stainless Steel reinforcing bars in a bridge deck slab in order to prevent future corrosion damage
MI-2003-01 MI Clad Stainless Steel Rebars Deck Slab M-52 over Shiawassee River Bridge Replacement: 3-span bridge (150' long X 47.5' wide); clad stainless steel reinforcement in concrete bridge deck
MI-2004-03 MI Clad Stainless Steel Rebars Deck Slab M-43 over Sebewa Drain Prestressed concrete spread box beam, single span, 35 feet long, 36 feet wide, concrete deck. Innovative material consists of stainless clad steel reinforcement used for concrete bridge deck.
MN-2000-02 MN Clad Stainless Steel Rebars Deck Slab T.H. 100 under 36th Avenue North, Crystal New Bridge- 2-span prestressed concrete beam bridge (199' long x 114' wide); stainless steel clad rebars in concrete deck slab; compare cost and performance to epoxy-coated rebars.
MO-2001-02 MO Clad Stainless Steel Rebars Deck Slab Route 86 over Hickory Creek Replacement - Utilizing Clad Stainless Steel reinforcing bars in a bridge deck slab in order to prevent future corrosion damage
ND-2000-01 ND Clad Stainless Steel Rebars Deck Slab, Girders-Concrete I-Beams, Substructure Route Interstate 94, Valley City New Bridge- 3-span prestressed concrete beam bridge (125' long x 40' wide); use Nuovinox stainless steel clad rebars throughout the structure.
NE-2001-02 NE Clad Stainless Steel Rebars Deck Slab Skyline Drive over Highway 6 New Bridge - Utilizing clad stainless steel reinforcing bars in a High Performance Concrete bridge deck slab in order to prevent future corrosion damage
NH-2002-02 NH Clad Stainless Steel Rebars N/A I-293 WB/ Frontage Road Clad stainless steel rebars in the westbound bridge & epoxy coated rebar in the parallel eastbound bridge
NY-2003-01 NY Clad Stainless Steel Rebars Deck Slab Annandale Rd over Staten Island Rapid Transit Bridge Replacement: single-span multi-girdersteel bridge (54.2' long X 60' wide); clad stainless steel rebars in deck and V-2000 (Silver/Silver Chloride) embeddable reference electrode for monitoring corrosion of steel in the bridge deck
OK-2001-01 OK Clad Stainless Steel Rebars None I-35 over the Chickaskia River New Bridge- Twin 5-span prestressed concrete bulb tee beam bridges (each is 200m long x 11m wide); Stelax stainless steel clad rebars for corrosion protection in deck and concrete railings of one bridge; control structure w/ epoxy coated rebars in deck
PR-2004-01 PR Clad Stainless Steel Rebars Deck Slab Bridge #1213 at PR-123 Km. 16.35, Bridge #281 at PR-139 Km. 2.5 A structurally efficient hybrid design manufactured by Wagners CFT will be employed. It will be manufactured in a facility that is ISO 9001 registered for quality production. It will be sent to the site as ready to install modules that can accept traffi
SC-2003-01 SC Clad Stainless Steel Rebars Superstructure SC Route S-54 over tidal stream Bridge Replacement: 4-span flat slab concrete bridge (150' long X 28' wide); slabs reinforced with various corrosion resistant reinforcement (MMFX,Stainless Clad Carbon Steel, SS2205, Galvanic Anodes)
SD-2001-01 SD Clad Stainless Steel Rebars Deck Slab US 281 over BNSF RR Replacement - Utilizing Clad Stainless Steel reinforcing bars in the bridge deck slab in order to prevent future corrosion damage
SD-2003-01 SD Clad Stainless Steel Rebars Deck Slab Madison Street over I-29 & I-29 over - 1, Madison Street over I-29 & I-29 over - 2, Madison Street over I-29 & I-29 over - 3, Madison Street over I-29 & I-29 over - 4 New Bridge Construction: Two 3-span steel girder bridges (each 374' long x 56' wide) and two single-span steel girder brides ( each 94' long x 93.5' wide); new decks reinforced with corrosion resistant 316L reinforcing steel and corrosion resistant 2205
UT-2001-01 UT Clad Stainless Steel Rebars Deck Slab E.B. Route 79 over Reeves Rd. New Bridge - Utilizing Clad Stainless Steel reinforcing bars in the bridge deck slab in order to prevent future corrosion damage
VA-1999-01 VA Clad Stainless Steel Rebars Deck Slab Relocated WBL Route 460 over Route 29 Bypass New Bridge - 2-span continuous steel girder bridge (280' long X 33' wide); Use stainless steel clad rebars for reinforcement in bridge deck.
VA-2001-01 VA Clad Stainless Steel Rebars None Eastbound Twin Bridge, Westbound Twin Bridge Replacement - Twin bridges utilizing Clad and Solid Stainless Steel reinforcing bars in the bridge deck slabs in order to prevent future corrosion damage
WI-2000-02 WI Clad Stainless Steel Rebars Deck Slab STH 172 WB Rehabilitation - replace deck with concrete deck reinforced with clad stainless steel rebars
IL-2004-02 IL Coating/Metalizing Deck Forms, Superstructure Babylon Bridge The proposal is to construct a new 4 span bridge of approximately 400 feet, including at least 2 galvanized steel trusses with no skew. Twin 150 foot trusses will bridge Spoon River and the primary flood plain, and 2 approach spans will transition to the
MO-2004-03 MO Coating/Metalizing Deck Slab, Girders-Concrete Box Big Bend EB over I-44, Big Bend WB over I-44, Jamieson Rd. over I-44 Aluminum, Zinc, Indium Arc Sprayed Galvanic Anode (CORRSPAY) galvanic cathodic protection system will be applied over concrete repairs to the underside of the box girder spans on the westbound bridge 1413. The same anode will be applied over the concrete
NC-2000-04 NC Coating/Metalizing Girders-Steel Plate US17 / Wilmington Bypass & 1-40 Interchange New Bridge- Four 3-span and three single span structures (total of 1365' long x 39'-48' wide); steel plate girders to be metallized w/ 6 mils of zinc since bridge is near the Atlantic, in North Carolina's most severely corrosive region.
LA-2000-01 LA Coating/Paint Girders-Steel Plate Leeville, LA 1 Rehabilitation- Multi-span steel plate girder bridge (2647' long x 28' wide); maintenance coating of Noxyde water-borne acrylic, anti-corrosion coating over existing lead paint system; surface prep to minimum SSPC-SP3 standard; spot coat and then two f
MS-2000-02 MS Coating/Paint None SR26 - Red Creek Bridge Rehabilitation- 8-span steel girder bridge (480' long x 26' wide); apply Total Rust and Corrosion, Inc. system for surface prep and recoating of steel. Zinc based coating called Zinga, promoted by CPI consortium.
NC-2003-01 NC Coating/Paint Girders-Steel Plate NC96 over US 64, State Route 2368 over US 64, State Route 2406 over US 64 Bridge Rehabilitation: 2-span bridge (255' long X 80'6'' wide), 4-span bridge (321' long X 38' wide) & 2-span bridge (235 'long X 42' wide); use Fast Clad DTM Urethane Paint applied atop Coreotane Galvapac Zinc Primer on steel girders
UT-2002-01 UT Coating/Paint Deck Slab n/a Bridge Rehabilitation: 4-span, steel girder with a total length of 253.67 feet: Use 40'(L) x 17'(W) pre-cast deck sections reinforced using mild steel with closure pours. Polymer overlay will be used on the new deck to better observe conditions over tim
CT-2000-02 CT CP Anodes Deck Slab SR 449 over I-95, East Lyme Rehabilitation- 2-span rolled girder bridge (156' long x 67' wide), simple span; use discrete anodes in deck to eliminate the spread of rebar corrosion after repair patches are placed.
IL-2000-02 IL CP Anodes Girders-Concrete I-Beams I-474 over W. Pottstown Road (Township RD.1) Rehabilitation- Two 3-span bridges (123' long x 42' wide & 109' long x 42' wide) of precast, prestressed concrete I-beams; apply cathodic protection system using metallizing to apply sacrificial zinc anode to the faces of the beams.
KS-2000-01 KS CP Anodes Abutments, Girders-Concrete Box I-470 West to I-70 West Ramp, Topeka, KDOT Serial, I-470 West to I-70 West Ramp, Topeka, KDOT Serial No. 046 Rehabilitation- Multi-span continuous reinforced concrete box beam bridge (396' long x ??' wide); apply Zinc Hydrogel anode to bottoms of corrosion damaged box beams near each abutment and to each abutment; cathodic protection system to prevent further
MN-1999-02 MN CP Anodes Girders-Concrete I-Beams, Pier Columns I-94 and Gleenwood Avenue I-35E at Maryland Avenue, City of Minneapolis Rehabilitation- 3 Bridges including steel beams and prestressed concrete beams (lengths and widths vary: 199'Z x 100'; 1475' x 44'; 1764' x 24-32'); Install Zinc Hydrogel Passive Corrosion Control System - to piers and prestressed beams
DC-2004-01 DC FRP Beam Girders- FRP I-Beam 29th street over C&O canal The project involves replacement of existing structure with twelve Fiber Reinforced Polymer (FRP) beams used for the superstructure and concrete deck and upgrade the structure to HS-25 loading. The beams are hybrid carbon/fiberglass reinforced epoxy resi
MD-2003-02 MD FRP Beam Superstructure Blacks Mill Road over Little Hunting Creek Bridge Rehabilitation: single-span steel girder bridge (28' long X 30' wide); replacement of the superstructure for the existing bridge using FRP composite beams and 4-inch FRP deck panels
OH-2004-02 OH FRP Beam Floorbeams Russell Rd. over Branch of Mill Creek Single 28' span by 20' wide. FRP composite tub beams with a thin concrete poured in place concrete deck to act compositely with the beams. The FRP tub beams will be used as the beams and a stay in place form at the same time. The beams will be foam fill
TX-2003-04 TX FRP Beam Girders- FRP I-Beam FM 1684, Drainage Ditch Bridge Bridge Replacement: Single-span simple girder bridge (42' long X 32' wide); 36" FRP double webbed beams and FRP deck of sandwich construction
AL-2000-01 AL FRP Bonded Reinforcement Girders-Concrete Box Alabama State Highway 81 over Uphapee Creek Rehabilitation- 3-span continuous reinforced concrete box (?) girder bridge (163' long x 31' wide); reinforce bottoms and sides of concrete girders w/ fiber reinforced polymer (FRP) composites.
AL-2003-01 AL FRP Bonded Reinforcement Girders-Concrete T-Beam Route 58 over Tollison Creek Bridge Rehabilitation: 2-span precast, prestressed BT-54 girder bridge (200' long X 70.8' wide); carbon fiber reinforced polymer(CFRP) with a wet lay-up application to repair and strengthen Bulb Tee-54 beams
AL-2004-01 AL FRP Bonded Reinforcement Girders-Concrete T-Beam AL-97 over I-65 Rehabilitation of an existing continuous four span reinforced concrete deck girder bridge. All four girders have strength deficiencies (requires load posting) in the superstructure in the region where the negative moment reinforcement terminates near the pi
CO-2003-01 CO FRP Bonded Reinforcement Arch Ribs Castlewood Canyon Bridge, SH 83 over Cherry Creek Bridge Rehabilitation: 5 concrete girder approach spans and 2 arch spans @ 232.5' long each; bonded FRP laminates to rehabilitate tops of concrete arches
DE-2000-01 DE FRP Bonded Reinforcement Girders-Steel Plate SR 82 over Red Clay Creek Deck replacement & rehabilitation- Single span steel girder bridge w/ concrete deck (104' long x 27' wide); replace deck w/ concrete slab reinforced w/ stainless steel clad rebars and high performance (HPC) concrete; carbon fiber reinforced polymer (FRP)
DE-2001-01 DE FRP Bonded Reinforcement None 1-712B, Ramp J Rehabilitation - utilizing carbon fiber reinforced polymer (FRP) composite plates to strengthen the concrete rigid frame structure; load capacity will be increased; a High Performance (HPC) concrete overlay will be applied.
FL-2002-01 FL FRP Bonded Reinforcement N/A University Boulevard Bridge Carbon FRP laminates applied with spray adhesive to rehabilitate concrete box girders
GA-2001-01 GA FRP Bonded Reinforcement None SR 337 over GA SW RR Rehabilitation - Utilizing fiber reinforced polymer (FRP) composite laminates to rehabilitate and strengthen the pier columns, pier caps and flat slab of the bridge
HI-2003-01 HI FRP Bonded Reinforcement Girders-Concrete I-Beams Salt Lake Blvd Bridge over Halawa Stream Bridge Rehabilitation: 3-span, prestressed concrete girder bridge (150' long X 100' wide); bonded FRP composites to strengthen the bridge girders in shear; high-fidelity, fiber optic sensors embedded in the FRP to monitor the effectiveness of the FRP.
IL-1999-02 IL FRP Bonded Reinforcement Girders-Concrete Box FAI 30 over Kishwaukee River Rehabilitation- Twin segmental concrete box girder bridges (1090' long x 42' wide); 3 NDE Technologies to monitor cracks in twin post-tensioned segmental box girders; carbon fiber reinforced polymer (FRP) composite sheets will be applied inside the boxes
KY-2001-01 KY FRP Bonded Reinforcement Girders-Concrete Box KY 3297 over Little Sandy River Rehabilitation - Utilizing fiber reinforced polymer composite laminates on the concrete box girders to strengthen/repair shear cracks
KY-2003-02 KY FRP Bonded Reinforcement Girders-Concrete I-Beams I-65 over Jacob, Broadway, and Gray Streets Bridge Rehabilitation: continuous AASHTO Type IV P/C I-Beam bridge (105' wide) with 7 units (3 continuous spans each unit); bonded CFRP fabric to strengthen/repair flexural & shear cracks in the concrete beams.
LA-2002-01 LA FRP Bonded Reinforcement N/A n/a FRP composite fender system in lieu of timber fender system
MA-2000-01 MA FRP Bonded Reinforcement Prestressed Slab Bridge Town of Franklin, Route I-495 NB over MBTA RR Deck replacement- Single span adjacent prestressed concrete deck beam bridge (40' long x 55' wide); repair one concrete deck beam w/ carbon fiber reinforced polymer (FRP) composite plates.
ME-1999-06 ME FRP Bonded Reinforcement Abutments, Pier Caps Androscoggin River Bridge, Mexico, Maine Rehabilitation- 3-span steel thru truss (561' long x 28' wide); fiber reinforced polymer (FRP) composite wraps to strengthen unreinforced mass concrete abutments and reinforced concrete pier caps. Leveraging- additional funds from U. Maine, Maine Scienc
MI-1999-01 MI FRP Bonded Reinforcement Pier Columns I-96 over US 27 (Lansing Road) Lansin Rehabilitation- 4-span, simple support steel beam bridge (185' long x 44' wide); wrap deteriorated, square concrete columns w glass and carbon fiber reinforced polymer (FRP) composite wraps after minimal repair; determine how the corrosion of internal rei
MO-2003-02 MO FRP Bonded Reinforcement Girders-Concrete T-Beam P0962 Rte B over creek, T0530 Rte M over Crooked Creek, X0495 Rte C over river , X0596 Rte C over creek, Y0298 Rte U over creek Bridge Rehabilitation: five multi-span reinforced concrete bridges (lengths vary from 30' to 237' X 24' wide); bonded FRP laminates to strengthen bridge beams and slabs
NC-2000-02 NC FRP Bonded Reinforcement Pier Columns US 64 West-bound over Haw River Rehabilitation- 11-span CIP concrete deck bridge (700' long x 43' wide) on precast prestressed concrete girders; Repair cracked, delaminated and spalled regions of round pier columns w/ wet layup glass fiber reinforced polymer (FRP) composite wraps in 2
NY-1999-03 NY FRP Bonded Reinforcement Pier Columns, Superstructure Everett Road over 1-90, Route 2 over Hudson River, Route 20 over Route 85, Route 378 over Wyantkill Rehabilitation- 4 bridges: single span concrete T-beam (42' long x 38' wide); Carbon FRP composite fiber sheet wraps for repair and strengthening of concrete T-beams; 3 other steel beam bridges, 16 total spans (total length = 1806' x widths varying fo
NY-1999-04 NY FRP Bonded Reinforcement Girders-Concrete Box Route 9W over Conrail Rehabilitation- 3-span prestressed concrete box beam bridge (222' long x 80' wide); carbon fiber reinforced polymer (FRP) composite sheets to strengthen and repair all concrete box beams.
OH-1999-01 OH FRP Bonded Reinforcement Superstructure Route 380 - 0032 Deck rehabilitation- 3-span concrete slab bridge (71' long x 32' wide); fiber reinforced polymer (FRP) composite plate to strengthen an HS-10 concrete slab.
OH-2002-01 OH FRP Bonded Reinforcement N/A to be determined Bridge Rehabilitation: 2-span reinforced concrete slab with a wall type pier and wall type abutments; FRP composite sandwich panels bonded to exterior prestressed concrete bridge girders for protection against impact damage
OR-2000-02 OR FRP Bonded Reinforcement Floorbeams The Sauvie Island Bridge, Portland Oregon Rehabilitation- 3-span steel truss bridge (600' long x ?? Wide)- two deck trusses and one through truss; over-stressed longitudinal W16 steel deck stringers to be strengthened w/ H-Lam fiber reinforced polymer (FRP) composite panels to be bonded to strin
PR-2001-01 TN FRP Bonded Reinforcement Girders-Concrete T-Beam Br. No. 2028 0n PR-52 Bridge rehabilitation utilizing fiber reinforced polymer (FRP) composite laminates bonded to the concrete Tee beams in order to repair and strengthen the bridge.
RI-2001-01 RI FRP Bonded Reinforcement Pier Caps, Pier Columns Silver Spring Cove- US Route 1 Rehabilitation - Utilizing fiber reinforced polymer (FRP) composite laminates bonded to the bridge pier columns and pier caps for repair and strengthening
TX-2001-01 TX FRP Bonded Reinforcement Superstructure FM 1362 over Sue Creek Rehabilitation - Utilizing fiber reinforced polymer (FRP) composite laminates in the bridge superstructure to strengthen and increase load capacity
UT-1999-03 UT FRP Bonded Reinforcement Pier Caps, Pier Columns I-80 at State Street Rehabilitation- 3-span steel plate girder bridge (186' long x 128' wide); Repair and strengthening of concrete columns and pier caps using fiber reinforced polymer (FRP) composite wraps.
WA-2001-03 WA FRP Bonded Reinforcement Deck Slab Ever's Bridge Rehabilitation - Utilizing fiber reinforced polymer (FRP) composite laminates in the bridge to strengthen the Timber Glulam deck slab
WV-1999-04 WV FRP Bonded Reinforcement Abutments, Deck Slab, Pier Columns East Street Viaduct carries CSX RR over WV Alt 14A Rehabilitation- 3-span continuous concrete slab bridge (65' long X 130" wide); wrap entire underdeck, abutments, columns and wing walls w/ carbon fiber reinforced polymer (FRP) composite tow sheets.
WV-1999-08 WV FRP Bonded Reinforcement Girders-Concrete I-Beams Veterans Hospital; County Road 98 Rehabilitation- 3-span continuous concrete T-beam bridge (133' long X 26' wide); upgrade stiffness, strength and load carrying capacity of the T-beams by wrapping with carbon fiber reinforced polymer (FRP) composite tow sheets.
WV-2001-04 WV FRP Bonded Reinforcement N/A Big Arch Bridge Bridge rehabilitation project utilizing fiber reinforced polymer (FRP) composite laminates in Arch Ribs
CA-1999-01 CA FRP Deck Panel None I-5 / Gilman Advanced Technology Bridge, UCSD Campus New Bridge- All composite cable-stayed bridge (450' long x 48' wide); two 12-foot vehicular lanes, two 8-foot bike lanes, walkway and utility tunnel; girders and pylons of carbon fiber reinforced polymer (FRP) composite tubes filled w/ concrete; transv
CA-2000-01 CA FRP Deck Panel Deck Slab, Stay Cables, Superstructure I-5/Gilman Advanced Technology Bridge, UCSD Campus, I-5/Gilman Advanced Technology Bridge, UCSD Campus. New Bridge- Continuation of Project CA-1999-01
CA-2001-01 CA FRP Deck Panel Superstructure I-5/ Gilman Avenue Advanced Technology Bridge New Bridge- Continuation of Projects CA-1999-01 & CA-2000-01
CA-2002-01 CA FRP Deck Panel N/A Garrad Blvd Tunnel - 1/4 mile South Cutting Boulevard Tunnel repair project - City of Richmond - repairing deteriorated concrete in tunnel with FRP composite laminates
CA-2003-01 CA FRP Deck Panel Deck Slab I-5/ Gilman Avenue Advanced Technology Bridge New Bridge Construction: dual plane, cable stayed bridge (450' long X 48' wide), 150 ft eccentric frame pylon; girders and pylon will be carbon fiber shells filled with concrete; transverse deck system will be hybrid E-glass & carbon. (Continuation of pro
CA-2004-01 CA FRP Deck Panel Deck Slab Tower Bridge over Sacramento River between Sacramento and West Sacramento The Tower Bridge (Caltrans Bridge No. 22-0021) consists of a steel through truss vertical lift span, a steel through truss, and reinforced concrete and steel plate deck girder approach spans. The bridge undefineds eight spans total 738 feet in length, 54 f
CO-2000-01 CO FRP Deck Panel Bridge Rails, Deck Forms I-225 & State Hwy 83 (Parker Road) Interchange, Ci, I-225 & State Hwy 83 (Parker Road) Interchange, City of Aurora New Bridge- Three bridges: F-17-KK, mixed CIP & precast, prestressed concrete spread box girder bridge (1342' long x 30' wide); F-27-KJ, spread, steel box girder bridge (660' long x 30' wide); F-17-FD, steel I-girder bridge (272' long x 15' wide); use
CO-2001-01 CO FRP Deck Panel Deck Slab, Superstructure Kinney Gultch, Welch Gultch New construction of two pedestrian bridges - utilizing fiber reinforced polymer (FRP) composites in the bridge superstructure and deck slab of the bridges
CT-2002-01 CT FRP Deck Panel N/A , U.S. Route 1/Housatonic River Replace timber fender system with piles and corrugated panels made of FRP composites
FL-2001-01 FL FRP Deck Panel Pier Caps, Piles US 1/Key Deer from North Channel to Spanish Harbor New Bridge - Utilizing fiber reinforced polymer (FRP) composites in the piles and pier caps, and MMFXTM reinforcing bars in the bridge deck slab in order to prevent future corrosion damage
IA-1999-01 IA FRP Deck Panel Deck Slab 53rd Avenue over Crow Creek New Bridge- 3-span girder bridge (171' long x 69' wide); one span to be fiber reinforced polymer (FRP) composite deck slab and others reinforced concrete.
IA-2000-02 IA FRP Deck Panel Deck Slab, Superstructure 4th Avenue over Ralston Creek, City of Iowa Replacement- Single span bridge (25' long x 30' wide); Bridge will consist of fiber reinforced polymer (FRP) composite slab as superstructure and deck.
IA-2001-04 IA FRP Deck Panel Deck Slab 53rd Ave bridge over Crow Creek in City of Bettend New Bridge - Continuation of IBRC Project IA-1999-01
IA-2001-05 IA FRP Deck Panel Deck Slab 4th Avenue over Ralston Creek, Iowa City, Iowa Replacement - Continuation of IBRC Project IA-2000-02
IA-2002-05 IA FRP Deck Panel N/A n/a The bridge will be strengthened using FRP bonded plates at or near the bottom flanges of the steel girders
IA-2003-03 IA FRP Deck Panel Deck Slab Iowa 24 over Goddard Creek Bridge Replacement: Temporary (40' long X 13'6'' wide) detour bridge using two FRP deck slab units; design and construct re-usable detour bridge utilizing FRP deck
IL-1999-08 IL FRP Deck Panel Deck Slab City of Jacksonville, South Fayette Street over Town Brook Replacement- Single span steel beam bridge (50' long x 23' wide); fiber reinforced polymer (FRP) composite deck on replacement bridge
IN-2002-01 IN FRP Deck Panel N/A Bridge No. 138 FRP composite deck panels
KS-2001-01 KS FRP Deck Panel Deck Slab RS 1070 over the Kansas River SE of Belvue, KS Utilizing fiber reinforced polymer (FRP) composites for the bridge deck slab
KS-2004-01 KS FRP Deck Panel Deck Slab RS-831 over Walnut Creek The intent of the project is to design and construct a Fiber Reinforced Polymer (FRP) bridge deck for bridge No. 000000000810250. The structure presently is a 127 ft. long, 24 ft. wide, 3 span continuous cast in place concrete deck girder structure. The
KS-2004-02 KS FRP Deck Panel Deck Slab RS 541 - Louisville Road over Rock Creek The intent of the project is to design and construct a Fiber Reinforced Polymer (FRP) bridge deck for the above listed structure. The structure presently is a 218.5 ft. long, 20 ft. wide, 3 span concrete deck on steel girder structure. The structure was
KY-2002-01 KY FRP Deck Panel N/A n/a Carbon FRP laminates applied to strengthen/repair flexural cracks in CIP concrete beams
MD-2000-01 MD FRP Deck Panel Deck Slab MD 24 over Deer Creek Deck replacement & rehabilitation- Simple span truss bridge (123' long x 30' wide) w/ deteriorated concrete deck; replace concrete deck w/ fiber reinforced polymer (FRP) composite deck system.
MD-2003-02 MD FRP Deck Panel Deck Slab Blacks Mill Road over Little Hunting Creek Bridge Rehabilitation: single-span steel girder bridge (28' long X 30' wide); replacement of the superstructure for the existing bridge using FRP composite beams and 4-inch FRP deck panels
MD-2004-01 MD FRP Deck Panel Deck Slab MD 214 over the Patuxent River Replace the existing concrete deck with a fiber reinforced composite deck using deck panels supplied by Martin Marietta Composites. The new deck will provide a lower dead load on the existing historic truss bridge and corrosion protection from deicing sal
ME-1999-07 ME FRP Deck Panel Deck Slab Marston Bridge, Waterville Deck replacement- Single span steel I-beam bridge (62' long x 21' wide); fiber reinforced polymer (FRP) composite deck to replace deteriorated concrete deck.
ME-1999-08 ME FRP Deck Panel Superstructure Coles Hill Road, Rockland Branch RR Crossing, Waldoboro Replacement- Single span, prefabricated, continuously supported fiber reinforced polymer (FRP) composite (40' long x 9' wide); - replace existing RR-Highway Crossing bridge.
ME-1999-12 ME FRP Deck Panel Piles Town of Cumberland, Casco Bay Replacement- Multi-span bridge (160' long x 40' wide); evaluate fiber reinforced polymer (FRP) composites for piling, fender systems and decks.
ME-1999-15 ME FRP Deck Panel Girders-Glulam Advanced Wood Composite Center, University of Maine Support for Advanced Wood Engineering Center, University of Maine; develop fiber reinforced polymer (FRP) composite bridge products and elements for deployment in new bridges, rehab and replacement.
ME-2001-01 ME FRP Deck Panel Culvert Rollins Road Bridge Replacement - Utilizing fiber reinforced polymer (FRP) composites as stay-in-place form for cast-in-place concrete arch culvert
ME-2001-02 ME FRP Deck Panel Deck Slab Jacksonville Bridge, Rickers Bridge, Ruggles Bridge Rehabilitation - Utilizing fiber reinforced polymer (FRP) composites in the bridge deck slabs of temporary bridge spans
MO-2004-04 MO FRP Deck Panel Deck Slab Farm Road 148 over Pearson Creek The project involves the deck replacement of the Farm Road 148 Bridge in Greene County with a fiber reinforced polymer (FRP) composite bridge deck system. The bridge was constructed in 1933. The FRP deck is expected to demonstrate excellent long-term dur
NC-2001-01 NC FRP Deck Panel None State Route (SR) 1814 over Little Lick Creek Rehabilitation - Replacing a deteriorated timber deck with a new fiber reinforced polymer (FRP) composite bridge deck slab
NH-2002-04 NH FRP Deck Panel N/A Pleasant Street / Mill St. over Lamprey R. Pre-stressed precast concrete girders, prefabricated high performance concrete (HPC) abutments and wingwalls, precast HPC bridge deck panels, and carbon fiber reinforced polymeric (CFRP) grid reinforcement
NY-1999-02 NY FRP Deck Panel Deck Slab South Broad Street over Dyke Creek, Town of Wellsv Deck replacement- 2-span steel beam bridge (120' long x 30' wide); fiber reinforced polymer (FRP) composite deck to replace existing deck.
NY-1999-05 NY FRP Deck Panel Deck Slab Wood Road over Cohocton River Deck replacement and rehabilitation- Single-span steel truss bridge (207' long x 18' wide); fiber reinforced polymer (FRP) composite beams and concrete deck to replace existing wood deck and steel stringers;
NY-1999-07 NY FRP Deck Panel Deck Slab 4 Bridges: Route 418 over Schroon River, Route 418 over Schroon River, Town of Warrensburg Deck replacement- Single-span steel thru truss bridge (160' long x 30' wide); fiber reinforced polymer (FRP) composite deck to replace existing concrete deck and increase load ratings.
NY-2000-01 NY FRP Deck Panel Deck Slab, Girders- FRP Box Beam County Road 52 (Triphammer Road) over Conesus Lake, County Road 52 (Triphammer Road) over Conesus Lake Outlet, Town of Avon Replacement - Single span (40' long x 33' wide) HS-25 design load; fiber reinforced polymer (FRP) composite box beams w/ FRP deck slab. Leverage - Livingston County to supply all manpower and equipment to complete the project, including removal of exist
NY-2000-02 NY FRP Deck Panel Deck Slab Red Spring Run over Colonel Bill's Creek, Town of , Red Spring Run over Colonel Bill's Creek, Town of Canisteo Deck replacement & rehabilitation- Steel beam bridge w/ closely spaced stringers (60' long x 32' wide); existing deck of corrugated steel pans filled w/ asphalt will be replaced by a 3" deep fiber reinforced polymer (FRP) composite deck slab. Leverage -
NY-2001-01 NY FRP Deck Panel None CR 50 ( Park Ave) over Carl's River Replacement - Utilizing High Performance Concrete in the substructure, prestressed slab bridge and bridge deck slab for low maintenance
NY-2001-08 NY FRP Deck Panel None CR 46 (Osceola Rd) over East Branch Salmon River Rehabilitation - Replacing a deteriorated steel open grid deck with a new fiber reinforced polymer (FRP) composite bridge deck slab
NY-2002-03 NY FRP Deck Panel N/A n/a Bridge Replacement: 1-span bridge with total length of 40 feet; FRP deck and superstructure system to replace open steel grid deck and superstructure
NY-2002-05 NY FRP Deck Panel N/A n/a Bridge Rehabilitation: 1-span steel multi-girder bridge with total length of 85 feet; FRP deck system to replace open steel grid deck
NY-2003-03 NY FRP Deck Panel Deck Slab Glendale Rd. over Roaring Brook Bridge Rehabilitation: single span multi girder bridge (63' long x 33' wide); FRP composite deck system in conjunction with HPC semi-integral abutment details -jointless
OH-1999-05 OH FRP Deck Panel Deck Slab Route 49-0103, Dayton Deck replacement- Twin 5-span steel beam bridges (each is 679' long x 48' wide); Up to 5 different fiber reinforced polymer (FRP) composite deck sections for deck replacement.
OH-1999-07 OH FRP Deck Panel Deck Slab Route 22 - 2290 Deck replacement- 5 span steel beam bridge (274' long X 34' wide); HS 20 design; beam spacing 12'; Replace deck with hybrid system - fiber reinforced polymer (FRP) composite deck slab for bottom half and high performance (HPC) concrete reinforced with FR
OH-1999-13 OH FRP Deck Panel Deck Slab Smith Road off of Route 128 New Bridge - fiber reinforced polymer (FRP) composite "Tech 21 Bridge" deck on FRP composite U-Beams
OH-2000-01 OH FRP Deck Panel Piles Route 49-2002 New bridge- 3-span prestressed concrete box beam bridge (80' long X 34' wide); fiber reinforced polymer (FRP) composite prestressing strands and FRP composite stirrups in the exterior box beams; high performance (HPC) concrete in beams; future removal a
OR-2000-01 OR FRP Deck Panel Deck Slab Highway 105 M.P. 6.89 and M.P. 4.78 Deck replacement & rehabilitation- Double leaf bascule span (46m long x 6m wide); replace existing laminated timber decking with fiber reinforced polymer (FRP) composite deck system.
OR-2003-01 OR FRP Deck Panel Deck Slab NW Broadway over Willamette River Bridge Rehabilitation: 5-span fixed steel truss plus 1-span double leaf rail bascule span bridge; replace open grate deck with FRP composite deck system
PA-2000-01 PA FRP Deck Panel Deck Slab T-565 over Dunning Creek, Ryot, West St. Clair To, T-565 over Dunning Creek, Ryot, West St. Clair Township Deck replacement & rehabilitation- 2-span steel beam bridge (94' long x 20' wide) w/ timber deck w/ AC wearing course; replace deck w/ fiber reinforced polymer (FRP) composite deck system
PA-2000-02 PA FRP Deck Panel Deck Slab T-319 over Sideling Hill Creek, Mann Township Deck replacement & rehabilitation- 2-span steel beam bridge (130' long x 20' wide) w/ timber deck w/ AC wearing course; replace deck w/ fiber reinforced polymer (FRP) composite deck system
PA-2001-01 PA FRP Deck Panel None SR 1037 over branch of Dubois Creek New Bridge - Utilizing Fiber reinforced polymer (FRP) composites for the new bridge superstructure
PA-2001-02 PA FRP Deck Panel None Boyer Bridge over the Slippery Rock Creek Rehabilitation - Utilizing Fiber reinforced polymer (FRP) composites for the replacement bridge deck slab
PA-2003-03 PA FRP Deck Panel Deck Slab Boyer Bridge over the Slippery Rock Creek Bridge Rehabilitation: Single span steel stringer bridge w/ concrete deck; deck previously replaced with an FRP composite deck; this project extends field monitoring of the FRP deck. (Continuation of project: PA-2001-02)
PA-2004-03 PA FRP Deck Panel Deck Slab Pine Twp Rd. 776 over English Run Rehabilitate Twp. Rd 776 bridge over English Run by replacing existing steel grid deck with a fibre reinforced polymer deck and ancillary work. This bridge is the sole access to a large coal mine, an important employer in the region. Innovative aspects
PR-2004-01 PR FRP Deck Panel Superstructure Bridge #1213 at PR-123 Km. 16.35, Bridge #281 at PR-139 Km. 2.5 A structurally efficient hybrid design manufactured by Wagners CFT will be employed. It will be manufactured in a facility that is ISO 9001 registered for quality production. It will be sent to the site as ready to install modules that can accept traffi
SC-2001-01 SC FRP Deck Panel Deck Slab S-42-655 over Norfolk/Southern RR Replacement - Utilizing fiber reinforced polymer (FRP) composites in the replacement bridge deck slab
SC-2002-01 SC FRP Deck Panel N/A n/a Bridge Improvement - add 4 new dolphins - two dolphins are 30-inch FRP composite shells and two are 5-inch concrete piles using FRP stay-in-place forms
TX-2002-01 TX FRP Deck Panel N/A FM 3284 over drainage ditch Replacement Bridge: 2-span, simply supported fiber reinforced polymer (FRP) beams with reinforced concrete deck. Supplemental funding for an FY2000 IBRC award.
VA-1999-04 VA FRP Deck Panel Superstructure Troutville Weigh Station Ramp I-81 New Bridge - short simple span test slab on weigh station ramp; use fiber reinforced polymer (FRP) composite pultruded plate and tube bridge deck design in test bed on weigh station ramp.
VA-2003-01 VA FRP Deck Panel Deck Slab Hawthorne Street Bridge over C&O (CSX) Railroad Bridge Rehabilitation: Single-span through truss bridge (75' long X 22' wide); replace concrete deck using FRP deck panels
VT-2003-01 VT FRP Deck Panel Deck Slab Lover lane over Mad River Bridge Rehabilitation: Simple-span Pony truss bridge ( 79' long X 16' wide); replace concrete deck with FRP deck panels
WA-2001-01 WA FRP Deck Panel None Chief Joseph Dam Bridge Rehabilitation - Utilizing fiber reinforced polymer (FRP) composites for a wider replacement bridge deck slab
WA-2003-01 WA FRP Deck Panel Deck Slab Granite Falls Bridge #102 Bridge Rehabilitation: steel arch deck truss span (160' long X 28' wide) plus five continuous approach spans (5 @ 34' long X 28' wide); replace concrete decks with FRP composite deck panels
WI-2001-01 WI FRP Deck Panel None Highway 151 over State Highway 26 New Bridge - Utilizing fiber reinforced polymer (FRP) composites as stay-in-place deck forms and bottom tensile reinforcement
WI-2004-01 WI FRP Deck Panel Deck Forms CTH BB over IH 39 Replacement bridge is a concrete deck on 54W (bulb tee) precast concrete girders. It is a four lane, two span bridge structure with bike lanes and sidewalks. The span length are 115 and 105 feet, with an overall width of 80 feet. This project consists
WV-1999-02 WV FRP Deck Panel Deck Slab Market Street Bridge Deck replacement- 2-span plate girder bridge (165' long X 59' wide); replace structural deck with a new fiber reinforced polymer (FRP) composite deck w/ polymer concrete overlay.
WV-1999-05 WV FRP Deck Panel Deck Slab Hanover Bridge Deck replacement- 2-span steel beam bridge (112' long X 28" wide). Replace nailed laminated wood deck with fiber reinforced polymer (FRP) composite deck.
WV-1999-07 WV FRP Deck Panel Deck Slab Katy Truss carrying WV 250 / 11 Deck replacement & rehabilitation & - 1-span steel truss bridge (90' long X 14' wide); replace existing timber deck with fiber reinforced polymer (FRP) composite deck and replace some truss members with FRP structural shapes.
WV-2000-01 WV FRP Deck Panel Deck Slab West Buckeye Bridge, 31-39-0.09 Replacement- Hinged tied arch (139' long x 27' wide) bridge to replace Accrow bridge; Glulam timber reinforced w/ fiber reinforced polymer (FRP) composite sheets; high performance (HPS 70W) steel framing and HFRP deck.
WV-2001-01 WV FRP Deck Panel N/A Howells Mill Bridge Replacement - Utilizing fiber reinforced polymer (FRP) composites for the replacement bridge deck slab
AL-2000-02 AL FRP Glulam Girders-Glulam Surles Road over Bedsole Creek Replacement- Single span bridge (75' long x 24' wide); fiber reinforced polymer (FRP) composite reinforced glulam (Southern Pine) girders for new bridge.
IA-2001-03 IA FRP Glulam Girders-Glulam 215 Avenue bridge over Lime Creek Replacement - Utilizing fiber reinforced polymer (FRP) composite Timber-Glulam in the wood girders and in the bridge deck slab of a new bridge
ME-2000-01 ME FRP Glulam Girders-Glulam Town Road over Emery Brook; Fairfield Bridge "A" New Bridge- Single span bridge (70' long x 36' wide); Glulam beams reinforced w/ pultruded fiber reinforced polymer (FRP) composite laminates; concrete deck composite w/ the girders.
ME-2002-02 ME FRP Glulam N/A Skidmore Bridge Supplemental funding for IBRC project # ME-1999-07; FRP composite panels - glulaminated wood cores
NY-2002-01 NY FRP Glulam N/A Fitch Road Bridge Bridge Rehabilitation: 3-span timber trestle with a total length of 54 feet; remove superstructure and replace with FRP Glulam stringers, stress laminated together and topped with HPC wearing surface
WV-2000-01 WV FRP Glulam Girders-Glulam West Buckeye Bridge, 31-39-0.09 Replacement- Hinged tied arch (139' long x 27' wide) bridge to replace Accrow bridge; Glulam timber reinforced w/ fiber reinforced polymer (FRP) composite sheets; high performance (HPS 70W) steel framing and HFRP deck.
CA-2003-01 CA FRP Other Superstructure I-5/ Gilman Avenue Advanced Technology Bridge New Bridge Construction: dual plane, cable stayed bridge (450' long X 48' wide), 150 ft eccentric frame pylon; girders and pylon will be carbon fiber shells filled with concrete; transverse deck system will be hybrid E-glass & carbon. (Continuation of pro
IL-1999-05 IL FRP Other Abutments, Superstructure Wacker Drive Viaduct Reconstruction Project New Bridge- Multiple span, reinforced concrete structure (2.5+/- mile long x 100'-120' wide) on concrete columns; replace superstructure w/ multi-span, precast, post-tensioned, segmental concrete deck slabs of high performance (HPC) concrete.
KS-1999-01 KS FRP Other Bridge Rails RS 1070 over the Kansas River, SE of Belvue Rehabilitation- 12-span continuous steel plate girder bridge (642' long x 22' wide); design, develop, crash test and deploy fiber reinforced polymer (FRP) composite railing.
KY-2004-01 KY FRP Other Pier Caps I-65 over Main Street Carbon fiber reinforced polymer (CFRP) cloth will be used to wrap the severely broken concrete pedestals on Pier 4. The concrete at this location is much more severely deteriorated than the concrete at bridges where this type of repair has been used in t
ME-1999-09 ME FRP Other Grates and Drains Bowman Bridge, Branch Bridge, Ghent Bridge, Tannery Bridge, Keag Bridge, Bowman Bridge & Branch Bridge Rehabilitation- Several short span bridges (32' to 77' long x 24' wide) replace deteriorated metal drains and grates with fiber reinforced polymer (FRP) composite grates and drains.
ME-2003-01 ME FRP Other Deck Slab Mill Pond Bridge, Rt 142 over W. Branch of Carabassett River, Salem Township Bridge Rehabilitation: single-span riveted steel thru truss bridge (104' long X 23.4' wide); replace deck using ultra-light weight hollowed core wood deck with FRP composite top and bottom skins
MO-2004-02 MO FRP Other Deck Slab US 69 0ver I-35 This bridge will have the deck replaced with a steel-free deck. Fiber reinforced polymer (FRP) reinforcing bars will be used as the main reinforcement in the concrete deck. The use of FRP rebars will eliminate corrosion of the deck reinforcement and the
NY-1999-03 NY FRP Other Girders-Concrete T-Beam Everett Road over 1-90, Route 2 over Hudson River, Route 20 over Route 85, Route 378 over Wyantkill Rehabilitation- 4 bridges: single span concrete T-beam (42' long x 38' wide); Carbon FRP composite fiber sheet wraps for repair and strengthening of concrete T-beams; 3 other steel beam bridges, 16 total spans (total length = 1806' x widths varying fo
OH-1999-10 OH FRP Other Piles Route 705 - 04.255 New Bridge - 3-span concrete slab bridge (118' long X 37' wide) designed for HS 20 loading; Uses fiber reinforced polymer (FRP) composite tubes filled w/ concrete for pier columns and piles.
TX-2000-01 TX FRP Other Girders- FRP Box Beam Corpus Christi District, FM 3284 North of Gregory Replacement- 2-span simply supported fiber reinforced polymer (FRP) composite beam bridge (46' long x 28' wide); U-shaped contact molded sections for exterior beams and pultruded sections for interior beams; E-glass and vinyl ester resin; concrete dec
VA-1999-02 VA FRP Other Piles Route 40 over Nottoway River Replacement - 5-span prestressed concrete box beam bridge (284' long X 46' wide); Use glass fiber reinforced polymer (FRP) composite piles filled w/ concrete to replace prestressed concrete piles in one pile bent.
VA-2000-01 VA FRP Other Girders- FRP I-Beam TBD, TBD - Bridge structure will be selected after successful completion of Phase I of proposed project. New Bridge - (40-50' long x 32' wide); superstructure system of 36' deep pultruded double web fiber reinforced polymer (FRP) composite I-beam (DWIB) from Strongwell w/ timber deck;
IA-2000-01 IA FRP Prestressing Girders-Steel Plate Route 141 over Willow Creek, Guthrie City Rehabilitation- 3-span continuous steel beam bridge (210' long x 26' wide); fiber reinforced polymer (FRP) composite tendons for post tensioning to increase load capacity.
ME-2002-01 ME FRP Prestressing N/A Island Avenue Bridge 130 foot glulam bridge longitudinally post-tensioned with FRP composite tendons
MI-1999-02 MI FRP Prestressing Griders-Concrete Double "TEEs" City of Southfield Bridges New Bridge- Twin Double-T prestressed concrete beam bridges (each is 260' long x 28' wide); one bridge will be built w/ fiber reinforced polymer (FRP) composite reinforcement and tendons in deck and superstructure; second bridge of conventional materials
MO-2002-03 MO FRP Prestressing N/A Bridge/Southview Drive Span 1 - precast prestressed concrete panels using Carbon FRP tendons; Span 2 - precast prestressed concrete box girders using Carbon FRP tendons with a cast-in-place concrete deck reinforced with Glass FRP bars; Span 3 - cast-in-place concrete deck reinf
Project Report (PDF, 4.3 MB)
OH-1999-02 OH FRP Prestressing Superstructure Route 79 - 0955 Rehabilitation- Single span concrete T-beam bridge (47' long x 32' wide); fiber reinforced polymer (FRP) composite tendons for post tensioning system to increase flexural capacity to HS-20.
OH-1999-04 OH FRP Prestressing Girders-Steel I-Beam Bridge No. SCI-23-0166, US Rte. No. 23, City of Portsmouth Rehabilitation- 4-span continuous steel beam bridge (215' long x 72' wide); fiber reinforced polymer (FRP) composite tendons to post tension steel beams to increase load carrying capacity.
OH-2000-01 OH FRP Prestressing Girders-Concrete Box Route 49-2002 New bridge- 3-span prestressed concrete box beam bridge (80' long X 34' wide); fiber reinforced polymer (FRP) composite prestressing strands and FRP composite stirrups in the exterior box beams; high performance (HPC) concrete in beams; future removal a
GA-2000-02 GA FRP Rebar Girders-Concrete T-Beam CR 289 over Jacks Creek, (297-00289X-1.685) Replacement- Reinforced concrete bridge, 5 simple T-beam spans @ 39' each; fiber reinforced polymer (FRP) composite E-glass rebars in 3 spans (both mats in two, top mat in one)
KY-2000-02 KY FRP Rebar Deck Slab KY595 over West Fork Silver Creek Replacement- Single span AASHTO Type II prestressed concrete I-girder bridge (49' long x 47' wide); 8' concrete deck slab w/ top mat reinforcement of hollow carbon fiber reinforced polymer (FRP) composite rebars and bottom mat of epoxy coated rebars.
MI-1999-02 MI FRP Rebar Deck Slab, Superstructure City of Southfield Bridges New Bridge- Twin Double-T prestressed concrete beam bridges (each is 260' long x 28' wide); one bridge will be built w/ fiber reinforced polymer (FRP) composite reinforcement and tendons in deck and superstructure; second bridge of conventional materials
MI-2000-01 MI FRP Rebar Deck Slab M-15 over Goodings Creek, 1.2 km south of Vassar,, M-15 over Goodings Creek, 1.2 km south of Vassar, Michigan New Bridge- Single span spread prestressed box beam bridge (49' long x 45' wide); deck slab reinforced w/ aramid fiber reinforced polymer (FRP) composite rebars.
MO-2002-03 MO FRP Rebar N/A Bridge/Southview Drive Span 1 - precast prestressed concrete panels using Carbon FRP tendons; Span 2 - precast prestressed concrete box girders using Carbon FRP tendons with a cast-in-place concrete deck reinforced with Glass FRP bars; Span 3 - cast-in-place concrete deck reinf
MO-2004-02 MO FRP Rebar Deck Slab US 69 0ver I-35 This bridge will have the deck replaced with a steel-free deck. Fiber reinforced polymer (FRP) reinforcing bars will be used as the main reinforcement in the concrete deck. The use of FRP rebars will eliminate corrosion of the deck reinforcement and the
NC-2003-02 NC FRP Rebar Deck Slab State Route 1470 over Cartoogechaye Creek Bridge Replacement: 3-span AASHTO Type III prestressed concrete girder bridge (160' long X 26'3" wide); GFRP reinforcing for top mat reinforcing on bridge deck
NH-1999-01 NH FRP Rebar Deck Slab Rollins Road over Main Street and B&M Railroad Replacement- Single span concrete girder bridge (110' long x 32' wide) w/ high performance (HPC) concrete deck slab reinforced with carbon fiber reinforced polymer (FRP) composite rebars.
NH-2000-01 NH FRP Rebar Deck Slab Rollins Road over Main Street and BMRR in the Town, Rollins Road over Main Street and BMRR in the Town of Rollinsford Replacement- Continuation of IBRC project # NH-1999-01
NH-2001-01 NH FRP Rebar Girders-Concrete I-Beams Rollins Road over Main Street and B&M Railroad Replacement - Continuation of IBRC Projects NH-1999-01 and NH-2000-01
NJ-2003-01 NJ FRP Rebar Substructure US 46 over NJ 23 at I-80 Interchange Bridge Rehabilitation: 19 span type and 5 cantilever sign support structures; FRP reinforcing bars for reinforcement in footings and pedestals
NY-2004-01 NY FRP Rebar Deck Slab County Route 68 over Little White Creek The project is located on CR 68 in the Town of White Creek which links State Route 22 to North Bennington, VT. The super structure of the bridge will be replaced with A572 galvanized girders. The deck will be reinforced with carbon fiber composite rebar
OH-2000-01 OH FRP Rebar Girders-Concrete Box Route 49-2002 New bridge- 3-span prestressed concrete box beam bridge (80' long X 34' wide); fiber reinforced polymer (FRP) composite prestressing strands and FRP composite stirrups in the exterior box beams; high performance (HPC) concrete in beams; future removal a
PR-2004-01 PR FRP Rebar Abutments Bridge #1213 at PR-123 Km. 16.35, Bridge #281 at PR-139 Km. 2.5 A structurally efficient hybrid design manufactured by Wagners CFT will be employed. It will be manufactured in a facility that is ISO 9001 registered for quality production. It will be sent to the site as ready to install modules that can accept traffi
TX-1999-01 TX FRP Rebar Deck Slab RM 1061 at Draw Creek New Bridge- 7-span prestressed concrete I-beam bridge (541' long X 45' wide); reinforce the concrete deck with fiber reinforced polymer (FRP) composite rebars.
VA-2000-02 VA FRP Rebar Deck Slab U.S. Route 250 (Broad Street River) over Tuckahoe , U.S. Route 250 (Broad Street River) over Tuckahoe Creek New Bridge- Single span rolled girder bridge (72' long x 119' wide); composite construction; fiber reinforced polymer (FRP) composite rebars in the deck slab
VA-2002-01 VA FRP Rebar N/A Rte. 668 over Gills Creek Replacement Bridge: 3-span simply-supported rolled steel beam bridge with a total length of 170 feet; use GFRP (glass fiber reinforced polymer) reinforcing bars in the top mat reinforcement in the bridge deck
VT-2001-01 VT FRP Rebar Deck Slab Bridge #213 Replacement - Utilizing fiber reinforced polymer (FRP) composite rebars and High Performance Concrete in the replacement bridge deck slab
LA-2004-01 LA FRP Reinforcing Grid Pier Columns Elm Grove Garden Road Bridge Advanced Grid Stiffened (AGS) FRP Tube Encased Concrete Columns The objective of this proposal is to develop formwork-free, steel-free, maintenance-free, high strength, and high ductility Advanced Grid Stiffened (AGS) FRP tube encased concrete columns to
NH-2004-01 NH FRP Reinforcing Grid Deck Slab Mosquito Bridge, US Route 3 and NH Route 11 over Lake Winnisquam The Mosquito Bridge carries about 20,000 vehicles per day, but the deck is extensively patched and is scheduled for replacement in 2006. This project proposes using a rapid construction program to replace the deck in the period of April 1, 2006 to June 30
WI-2004-01 WI FRP Reinforcing Grid Deck Slab CTH BB over IH 39 Replacement bridge is a concrete deck on 54W (bulb tee) precast concrete girders. It is a four lane, two span bridge structure with bike lanes and sidewalks. The span length are 115 and 105 feet, with an overall width of 80 feet. This project consists
LA-2003-01 LA FRP Slab Superstructure Louisiana Route 15 over Stokes Bayou Bridge Replacement: 3-span reinforced concrete slab bridge (20'long X 28' wide) ; replace bridge with FRP honeycomb panels.
IL-1999-07 IL Galvanizing Deck Slab, Girders-Steel Plate, Substructure City of Quincy, 18th Street over Cedar Creek and B New Bridge - 6-span steel plate girder bridge (655' long x 45' wide); Galvanized Rebars (substructure and deck) and Galvanized Structural Steel (steel girders)
MA-2004-01 MA Galvanizing Superstructure US Route 1 NB over I-95 NB & SB The Massachusetts Highway Department (MassHighway) is submitting for your consideration under the aforementioned program the subject bridge rehabilitation project. This project consists of primarily deck replacement of three bridges (Bridge No. S-09-09, S
NY-1999-01 NY Galvanizing Deck Slab, Substructure I-95 over Midland Avenue, Rye New Bridge- Single span steel plate girder bridge (212' long x 117' wide); high performance (HPC) concrete in abutments, deck; high performance (HPS 70W) steel in girders; galvanized rebars in deck and abutments.
NY-2004-01 NY Galvanizing Girders-Steel I-Beam County Route 68 over Little White Creek The project is located on CR 68 in the Town of White Creek which links State Route 22 to North Bennington, VT. The super structure of the bridge will be replaced with A572 galvanized girders. The deck will be reinforced with carbon fiber composite rebar
AL-2001-02 AL High Performance Concrete None Marshall County Route 409 over Short Creek Bridge replacement project - utilizing High Performance Concrete for high strength and longer spans in the concrete I-girders of this new bridge
AR-2004-01 AR High Performance Concrete Bridge Rails, Deck Slab State Highway 245 over Interstate 30 The existing State Highway 245 bridge over I-30 at Texarkana, AR, would be replaced with a four-span continuous composite W-beam unit (48'-89'-89'-48')with a cast-in-place High Performance Concrete Deck. The out-to-out bridge width is 79'-2" and consists
AZ-2004-01 AZ High Performance Concrete Deck Slab I-40, Sunshine BNSFRR OP WB, MP 237.10 over the Burlington Northern and Santa Fe Railway Company Deck replacement for structure #1390 in Coconino County Arizona. The project scope replaces a 7.5" deteriorated concrete slab with a new 8" durable high performance concrete (HPC) combined with MMFX steel reinforcement. The new HPC and MMFX steel deck w
CA-1999-02 CA High Performance Concrete Deck Slab I-5 Bridges in Los Angeles Deck replacement- 3 bridges (3-span, 201' long x 70' wide; 2-span, 159' long x 70' wide) - use high performance (HPC) concrete in one of 3 deck replacements; one deck w/ normal concrete and one deck w/ normal concrete using curing method for HPC.
CO-2000-01 CO High Performance Concrete Bridge Rails I-225 & State Hwy 83 (Parker Road) Interchange, Ci, I-225 & State Hwy 83 (Parker Road) Interchange, City of Aurora New Bridge- Three bridges: F-17-KK, mixed CIP & precast, prestressed concrete spread box girder bridge (1342' long x 30' wide); F-27-KJ, spread, steel box girder bridge (660' long x 30' wide); F-17-FD, steel I-girder bridge (272' long x 15' wide); use
CO-2004-01 CO High Performance Concrete Abutments, Deck Slab, Pier Columns -25 NB over Main Street , I-25 over the Great Western RR, I-25NB over the Purgatoire River This project will introduce to CDOT the use of Self Consolidated Concrete to be used in construction. Two new bridges located as part of the new I25 Trinidad viaduct will use SCC in the columns, abutment walls and retaining walls. On a another project SC
CT-2000-01 CT High Performance Concrete Deck Slab Church Street South Extension, New Haven, TBD New Bridge- 8-span bridge (main span = truss @ 320' long x ??' wide; 7 approach spans of steel plate girders - one simple span and 6 continuous spans; high performance (HPC) concrete in deck and railings; high performance (HPS 70W) steel in truss; stai
CT-2001-01 CT High Performance Concrete Deck Slab Stevenson Dam Bridge Replacement - utilizing High Performance HPS 70W Steel in the bridge plate girders for high strength, weldability, toughness and durability and High Performance Concrete in the deck slab of a new bridge for durability
CT-2003-01 CT High Performance Concrete Deck Slab SR 598 E.B. ramp over Park River Conduit, SR 598 W.B. ramp Conn. Southern RR Bridge Rehabilitation: 3-span simple rolled steel beam bridge (184 ' long x 41.5' wide); new deck with MMFX reinforcing steel and high performance concrete
DE-1999-01 DE High Performance Concrete Deck Slab, Pier Columns, Superstructure K-10 over Murderkill River, Fredrica Replacement- 2-span continuous precast prestressed concrete bridge (127' long x 43' wide); high performance (HPC) concrete throughout structure (beams, deck, concrete piles and the pile bents; new bridge will replace 3 existing spans w/ 2 new spans.
DE-2000-01 DE High Performance Concrete Deck Slab SR 82 over Red Clay Creek Deck replacement & rehabilitation- Single span steel girder bridge w/ concrete deck (104' long x 27' wide); replace deck w/ concrete slab reinforced w/ stainless steel clad rebars and high performance (HPC) concrete; carbon fiber reinforced polymer (FRP)
DE-2001-01 DE High Performance Concrete None 1-712B, Ramp J Rehabilitation - utilizing carbon fiber reinforced polymer (FRP) composite plates to strengthen the concrete rigid frame structure; load capacity will be increased; a High Performance (HPC) concrete overlay will be applied.
DE-2004-01 DE High Performance Concrete Arch Indian River Inlet Bridge A single plane cable supported concrete tied arch. 1000-foot span with two 150-foot back spans (bridge length is 1300 feet). The structure will carry 2 twelve foot lanes in each direction and a twelve foot sidewalk on the east side only (out-to-out dist
FL-2004-01 FL High Performance Concrete Piles Key Royale Drive Bridge Over Bimini Bay DETAILED PROJECT DESCRIPTION Problem Statement: The Florida Department of Transportation has set a goal to build bridges that will last at least 100 years. Currently, acceptance criteria consist of measuring the plastic properties, water-to-cementitio
IA-1999-03 IA High Performance Concrete Deck Slab Section 13-96N-R5W over Bridge Yellow River Replacement- 3-span continuous concrete slab bridge (88' long x 30' wide); high performance (HPC) concrete in deck; proprietary material "IPANEX" reacts w/ portland cement concrete to density mix, lower permeability
IA-2003-01 IA High Performance Concrete Girders-Concrete I-Beams 100th Avenue over Little Soap Creek Bridge Replacement: 3-span prestressed concrete beam bridge (126' 4'' long X 24 ' wide) with tee piers; Ultra high performance concrete (compressive strengths up to 30,000 psi) in the new beams
IA-2004-01 IA High Performance Concrete Deck Slab, Substructure Boone County bridge ID 85-25-031 Use precast elements and post-tensioning in conjunction with HPC to rapidly construct a 3 span bridge (125'x30'). Two pier construction methods will be demonstrated, which when combined with the precast deck slab elements will reduce construction time by
IA-2004-02 IA High Performance Concrete Girders-Concrete I-Beams, Substructure Madison County Bridge 14B-551-100 The innovative aspect of this project will be to minimize construction time by designing the bridge using high performance precast concrete components (precast, post-tensioned pier units and shallow girders). In addition to the benefits of fast substructu
IL-1999-05 IL High Performance Concrete Deck Slab, Superstructure Wacker Drive Viaduct Reconstruction Project New Bridge- Multiple span, reinforced concrete structure (2.5+/- mile long x 100'-120' wide) on concrete columns; replace superstructure w/ multi-span, precast, post-tensioned, segmental concrete deck slabs of high performance (HPC) concrete.
IL-1999-09 IL High Performance Concrete Deck Slab 4 Bridges - Adeline Road, Freeport Road (2), Eagle Point Road Rehabilitation- high performance (HPC) concrete - microsilica concrete for strength, early strength and permeability used in the deck overlays.
IL-2000-01 IL High Performance Concrete Deck Slab, Superstructure 7 Bridges Replacement, Rehabilitation, New Bridge Construction- 7 bridges - various design types and varying lengths, widths - use high performance (HPC) concrete mixes to increase long term durability of superstructures and possibly one substructure.
KS-2003-01 KS High Performance Concrete Girders-Concrete T-Beam K197 Over Chapman Creek Drainage Bridge Replacement: 3-span continuous Inverted-T beam system bridge (37 m long); prestressed high performance concrete in the new beams
MA-2003-01 MA High Performance Concrete Superstructure Metropolitan District Commission Access Rd over SR 24 NB abd SB Bridge Replacement: 2-span continuous bridge (240' long X 36' wide); new bridge using the high performance Segmental Concrete Channel Bridge System
MA-2004-01 MA High Performance Concrete Bridge Rails US Route 1 NB over I-95 NB & SB The Massachusetts Highway Department (MassHighway) is submitting for your consideration under the aforementioned program the subject bridge rehabilitation project. This project consists of primarily deck replacement of three bridges (Bridge No. S-09-09, S
ME-2002-01 ME High Performance Concrete N/A Island Avenue Bridge 130 foot glulam bridge longitudinally post-tensioned with FRP composite tendons
MN-2000-01 MN High Performance Concrete Deck Slab I-35 West under 6tth Street Ramp to I-94, Minneap, I-35 West under 6tth Street Ramp to I-94, Minneapolis Deck replacement & rehabilitation- 4-span steel beam bridge (382' long x 30' wide); widen bridge and replace deck slab w/ 9" thick Microsilica high performance (HPC) concrete deck; compare to MnDOT's typical 7" concrete structural slab w/ 2" dense concre
MN-2003-01 MN High Performance Concrete Deck Slab Stillwater Bridge Bridge Rehabilitation: multi-span structure (1,055' long X 23' wide) consisting of 7 steel through truss spans and 3 concrete slab approach spans; replace concrete deck using high performance precast concrete deck panels
MO-1999-02 MO High Performance Concrete Deck Slab Route 291 over Route 150 New Bridge- 3-span steel plate girder bridge (236' long x 37' wide); high performance (HPC) concrete bridge deck composite w/ steel beams
MO-2000-02 MO High Performance Concrete Deck Slab, Girders-Concrete I-Beams Route 412 , Hayti New Bridge- 5-span prestressed concrete girder bridge (269' long x 39' wide); HPC in girders and in concrete deck slab.
MO-2003-01 MO High Performance Concrete Deck Slab Route 61/67 over Mattese Creek Bridge Replacement: simple-span prestressed concrete I-girder bridge (66.7' long X 91.9' wide); high performance concrete bridge deck and prestressed HPC girders
MT-2002-01 MT High Performance Concrete N/A n/a HPC in a bridge deck designed with empirical bridge deck design method
NC-2004-02 NC High Performance Concrete Superstructure Bridge Replacement - SR 1214 over Long Creek Single span prestressed concrete bridge carrying SR 1214 over Long Creek between SR 1426 and SR 1400. 30-foot clear roadway width, total span length of 110 feet, with a skew of 90 degrees. AASHTO Type III decked girder system consisting of an integral d
ND-2002-01 ND High Performance Concrete N/A 13th Ave, 9th Avenue S, I-29 over 17th Avenue S, Texas Turn New Construction - low permeability (HPC) concrete bridge decks using granulated ground blast furnace slag and fly ash.
ND-2003-01 ND High Performance Concrete Deck Slab 9th Avenue S, I-29 over 17th Avenue S, Texas Turn New Bridge Construction: Three 3-span bridges (195' long X 77'2" wide; 189' long X 68' wide; and 175' long X 64'4" wide); continue monitoring Low-Permable Bridge Decks cast using GGBFS and Fly-Ash
NE-2001-02 NE High Performance Concrete Deck Slab Skyline Drive over Highway 6 New Bridge - Utilizing clad stainless steel reinforcing bars in a High Performance Concrete bridge deck slab in order to prevent future corrosion damage
NE-2003-01 NE High Performance Concrete Arch, Deck Slab NE HWY 68 over BNSF RR Bridge Replacement: simple span arch and floorbeam system bridge (175' long X 55' wide); composite steel and concrete arch system and prestressed inverted tee floorbeams with high performance concrete deck
NE-2004-01 NE High Performance Concrete Girders-Concrete I-Beams Pacific Bridge over I-680 The bridge uses HPC and SCC together with large diameter 0.7 inch strand to build a 4 million pound completed deck and superstructure for transport to the existing bridge site. HPS will be used for diaphragms.
NH-1999-01 NH High Performance Concrete Deck Slab, Girders-Concrete I-Beams Rollins Road over Main Street and B&M Railroad Replacement- Single span concrete girder bridge (110' long x 32' wide) w/ high performance (HPC) concrete deck slab reinforced with carbon fiber reinforced polymer (FRP) composite rebars.
NH-2000-01 NH High Performance Concrete Deck Slab, Girders-Concrete I-Beams Rollins Road over Main Street and BMRR in the Town, Rollins Road over Main Street and BMRR in the Town of Rollinsford Replacement- Continuation of IBRC project # NH-1999-01
NH-2001-01 NH High Performance Concrete Deck Slab Rollins Road over Main Street and B&M Railroad Replacement - Continuation of IBRC Projects NH-1999-01 and NH-2000-01
NH-2002-01 NH High Performance Concrete N/A I-93SB / B&MRR Solid stainless steel rebars in the westbound bridge & epoxy coated rebar in the parallel eastbound bridge
NH-2002-02 NH High Performance Concrete N/A I-293 WB/ Frontage Road Clad stainless steel rebars in the westbound bridge & epoxy coated rebar in the parallel eastbound bridge
NH-2002-04 NH High Performance Concrete N/A Pleasant Street / Mill St. over Lamprey R. Pre-stressed precast concrete girders, prefabricated high performance concrete (HPC) abutments and wingwalls, precast HPC bridge deck panels, and carbon fiber reinforced polymeric (CFRP) grid reinforcement
NH-2003-01 NH High Performance Concrete Abutments Pleasant Street / Mill St. over Lamprey R. Bridge Replacement: single-span pre-stressed concrete box beam bridge (115' long & 28' wide); pre-stressed precast concrete box beams, prefabricated high performance concrete (HPC) abutments and wingwalls. Continuation of project: NH-2002-04
NH-2004-01 NH High Performance Concrete Deck Slab Mosquito Bridge, US Route 3 and NH Route 11 over Lake Winnisquam The Mosquito Bridge carries about 20,000 vehicles per day, but the deck is extensively patched and is scheduled for replacement in 2006. This project proposes using a rapid construction program to replace the deck in the period of April 1, 2006 to June 30
NJ-2001-02 NJ High Performance Concrete None Edison Bridge New Bridge - Utilizing High Performance Concrete in the bridge deck slab for reduced maintenance
NM-2001-01 NM High Performance Concrete N/A US 70 Roadrunner & Parkway Bri New bridge construction utilizing a fiber optic system to continuously monitor the condition of the concrete in High Performance Concrete girders.
NM-2002-01 NM High Performance Concrete N/A n/a 2-span continuous prestressed concrete box girders using HPC concrete
NM-2003-01 NM High Performance Concrete Pier Caps, Superstructure I-40 over NM 371 Bridge Rehabilitation: Two 3-span concrete slab bridges (each 108' long X 41.5' wide); replace superstructures with HPC voided slab units and replace concrete pier caps with precast caps
NM-2004-01 NM High Performance Concrete Girders-Concrete Bulb "TEEs" Dona Ana Interchange 2 simple span bridges with 112'-6" spans. High performance pre-stressed concrete girders, concrete deck, on full height concrete abutments. A built-in optical fiber monitoring system will be used to monitor temperature, short and long term strain, prest
NV-2002-01 NV High Performance Concrete N/A Galena Creek Bridge NB New Bridge: open spandrel conc. arch sub-structure and a c-i-p post tensioned box girder super-structure that has a length of 689 feet + 6 approach spans of c-i-p post tensioned box girder type with total length = 1033'; HPC in the bridge deck
NV-2003-01 NV High Performance Concrete Arch US 93 Colorado River Bridge at Hoover Dam New Bridge Construction: Composite deck arch bridge; 16 spans with 1090' main span ( 1896' long X 88' wide); combination of concrete and steel components with high performance concrete (10000psi) for the arch
NY-1999-01 NY High Performance Concrete Abutments, Bridge Rails I-95 over Midland Avenue, Rye New Bridge- Single span steel plate girder bridge (212' long x 117' wide); high performance (HPC) concrete in abutments, deck; high performance (HPS 70W) steel in girders; galvanized rebars in deck and abutments.
NY-2001-01 NY High Performance Concrete None CR 50 ( Park Ave) over Carl's River Replacement - Utilizing High Performance Concrete in the substructure, prestressed slab bridge and bridge deck slab for low maintenance
NY-2003-03 NY High Performance Concrete Abutments Glendale Rd. over Roaring Brook Bridge Rehabilitation: single span multi girder bridge (63' long x 33' wide); FRP composite deck system in conjunction with HPC semi-integral abutment details -jointless
OH-1999-06 OH High Performance Concrete Deck Slab Stelzer Road, Columbus Deck replacement & rehabilitation- Twin 6-span, combination of continuous steel and concrete beams (each bridge is 394' long x 35' wide); high performance (HPC) concrete deck, composite with beams and 2nd structure as control section w/ conventional conc
OH-1999-07 OH High Performance Concrete Deck Slab Route 22 - 2290 Deck replacement- 5 span steel beam bridge (274' long X 34' wide); HS 20 design; beam spacing 12'; Replace deck with hybrid system - fiber reinforced polymer (FRP) composite deck slab for bottom half and high performance (HPC) concrete reinforced with FR
OH-2000-01 OH High Performance Concrete Girders-Concrete Box Route 49-2002 New bridge- 3-span prestressed concrete box beam bridge (80' long X 34' wide); fiber reinforced polymer (FRP) composite prestressing strands and FRP composite stirrups in the exterior box beams; high performance (HPC) concrete in beams; future removal a
OH-2003-01 OH High Performance Concrete Reinforced Slab Bridge POR-88-1250 over Eagle Creek Bridge Rehabilitation: 3-span reinforced C-I-P concrete slab bridge (97' 6'' long X 41'8" wide); replace superstructure using modular reinforced pre-cast concrete slab members, post tensioned longitudinally and transversely
OK-2004-01 OK High Performance Concrete Deck Slab I-40 over Business I-40 in Sayre, OK This 178 foot long bridge will be reconstructed with a high performance concrete (HPC) bridge deck. This will be the State of Oklahoma's first use of HPC in bridge construction, and is expected to provide significantly improved long-term performance and
PA-2004-02 PA High Performance Concrete Girders-Steel I-Beam Blvd. of the Allies over Forbes Ave. This will be a new four lane bridge carrying SR 885, Sec. A03, Blvd. of the Allies, over SR 2308, Forbes Ave., and SR 2108, South Ramp, in the City of Pittsburgh. High performance steel will be used to improve section properties of the girders both for
RI-2004-01 RI High Performance Concrete Girders-Concrete I-Beams Providence River Bridge Instrumentation of the 400-foot network arch span. Instrumentation will include strain gages and inclinometers to monitor stresses and deflections during construction and for long term monitoring of structural response to loads and changes in response th
SC-2003-02 SC High Performance Concrete Piles US 76 over Lumber River and Swamp - 1, US 76 over Lumber River and Swamp - 2 Bridge Replacement: Two reinforced concrete beam bridges (11-spans 826.5' long X 44' wide & 4 spans 281.5' long X 44' wide); drilled shaft foundations constructed with self compacting concrete (SSC)
TX-2001-02 TX High Performance Concrete None SH 66 over Lake Ray Hubbard EB, SH 66 over Lake Ray Hubbard WB New Bridges - Utilizing High Performance Concrete and a Maturity Testing System in the bridge I-Beams
TX-2003-03 TX High Performance Concrete Superstructure CR 173 over IH-35, CR 444 over IH-35, CR 978 over IH-35, FM 2464 over IH-35, FM2115 over IH-35 Bridge Replacement: Five simple-span steel trapezoidal tub girder bridges (varies 210' to 280' long X 44' wide); development of precast bridge construction system including cast in place drilled shaft foundations
UT-2000-01 UT High Performance Concrete Girders-Concrete Box Route 89, MP 388.6 Replacement- Single span, prestressed concrete box girder bridge (138' long x 38' wide); compare 2 high performance (HPC) concrete mixes including High Strength Fiber (Steel) Reinforced Concrete (HSFRC).
UT-2002-01 UT High Performance Concrete Deck Slab n/a Bridge Rehabilitation: 4-span, steel girder with a total length of 253.67 feet: Use 40'(L) x 17'(W) pre-cast deck sections reinforced using mild steel with closure pours. Polymer overlay will be used on the new deck to better observe conditions over tim
UT-2003-01 UT High Performance Concrete Girders-Concrete I-Beams I-215 NB & SB over 3760 Street South Bridge Replacement: Two 3-Span, prestressed concrete girder bridges (150.25' long X 57.17' wide & 150' long X 78' wide) using precast and prefabricated HPC bridge components
VA-1999-05 VA High Performance Concrete Deck Slab, Girders-Concrete I-Beams VA Route 106 over Chickahominy River New Bridge- use lightweight high performance (HPC) concrete in prestressed girders and reinforced deck.
VA-1999-06 VA High Performance Concrete Deck Slab US Rte 11 over Maury River New Bridge- use high performance (HPC) concrete reinforced with steel fibers in new concrete deck.
VA-2002-02 VA High Performance Concrete N/A NBL I-81 over Route 11 Replacement Bridge: 4-span prestressed concrete bulb tee bridge made continuous for live load; total length of 245 feet;; Prestressed HPC Concrete Economical Fabrication (PCEF) bulb tee with self-compacting (self-consolidating) concrete (SCC).
VA-2003-02 VA High Performance Concrete Girders-Concrete T-Beam Virginia Route 58 Business over Route 58 Bypass New Bridge Construction: 2-span continuous prestressed concrete bridge (95' long X 46'7" wide) ; new superstructure with prestressed PCEF Bulb Tee girders with ultra high performance fiber-reinforced concrete (UHPC)
VA-2003-03 VA High Performance Concrete Girders-Concrete T-Beam Route 33 over Mattaponi River Bridge Replacement: 8-span prestressed, lightweight concrete PCEF Bulb Tee girder bridge units (2 4-span units, 880' long X 70' 8" wide); new superstructure with lightweight, high performance concrete in the Bulb Tees
VA-2004-01 VA High Performance Concrete Deck Slab, Girders-Concrete Bulb "TEEs" Route 17 over Route 15 and Route 29 The proposed structure has 2 spans, each 98.583 feet long. The PCEF bulb tee girders will be 53 inches deep, high strength (>6,000 psi compressive strength), low permeability (<1,500 coulombs), lightweight (120 lb/yd3) concrete beams using self-consolida
VA-2004-03 VA High Performance Concrete Girders-Concrete Bulb "TEEs" Route 58 over Big Moccasin Creek (EBL), Route 58 over Big Moccasin Creek (WBL) The proposed project has single spans of 133'-2", employing Bulb-T's, 77" in depth. The project includes 2 bridges with beam spacing of 8'-0 3/8" for a total of 14 beams. The specified concrete strength will be 8,000 psi. Grade 300 strand minimum bre
VT-2001-01 VT High Performance Concrete Deck Slab Bridge #213 Replacement - Utilizing fiber reinforced polymer (FRP) composite rebars and High Performance Concrete in the replacement bridge deck slab
WA-1999-01 WA High Performance Concrete Girders-Concrete I-Beams Twisp, State Route 20 New Bridge - Single span segmentally constructed girder bridge (198' long X 44' wide); Use high performance (HPC) concrete girders (10,000 psi) for longer spans (increased span by 5 meters).
WA-2004-01 WA High Performance Concrete Superstructure William Bugge Bridge The Hood Canal Bridge is a vital link to the Olympic and Kitsap peninsulas and is the only route that can handle permitted overload vehicles to the northern portion of the Olympic Peninsula. When this bridge is taken out of service the shortest detour rou
WI-2000-01 WI High Performance Concrete Deck Slab, Girders-Steel Box State Trunk Highway 131 New bridge; one simple span (275') with 2 hybrid (HPS, A588) box girders providing 38' wide deck; high performance (HPS 70W) steel only in the tension flanges; jointless construction; evaluation to include fatigue testing and NDE performance monitoring
WI-2003-01 WI High Performance Concrete Deck Slab USH 151 over River Road - NB, USH 151 over River Road - SB New Bridge Construction: twin single-span prestressed concrete girder bridges (125' long X 43' wide); deck constructed using precast HPC concrete deck panels
WI-2004-01 WI High Performance Concrete Deck Slab CTH BB over IH 39 Replacement bridge is a concrete deck on 54W (bulb tee) precast concrete girders. It is a four lane, two span bridge structure with bike lanes and sidewalks. The span length are 115 and 105 feet, with an overall width of 80 feet. This project consists
WV-2004-01 WV High Performance Concrete Deck Slab Honey Creek Bridge The new structure will be a three span structure with a total length of approximately 250'-0. The bridge width shall be 32'-0. The superstructure will be comprised of High Performance Steel with a High Performance Concrete Deck.
CA-2001-05 CA High Performance Steel Girders-Steel Plate White's Hill Sidehill Viaduct New Bridge - Utilizing High Performance HPS 70W Steel in the plate girders of a new bridge for high strength - longer spans allow for eliminating piers in an active landslide area
CA-2002-02 CA High Performance Steel Girders-Steel Box Danley/Fairview Rd. bridge HPS steel - Bethlehem Durasteel (highly corrosion resistant steel)
CT-2000-01 CT High Performance Steel Truss Chords Church Street South Extension, New Haven, TBD New Bridge- 8-span bridge (main span = truss @ 320' long x ??' wide; 7 approach spans of steel plate girders - one simple span and 6 continuous spans; high performance (HPC) concrete in deck and railings; high performance (HPS 70W) steel in truss; stai
CT-2001-01 CT High Performance Steel Girders-Steel Plate Stevenson Dam Bridge Replacement - utilizing High Performance HPS 70W Steel in the bridge plate girders for high strength, weldability, toughness and durability and High Performance Concrete in the deck slab of a new bridge for durability
CT-2004-01 CT High Performance Steel Girders-Steel Plate Route 151 over the Salmon River (State Project 40-128) The proposed bridge is a 250 foot clear span structure comprised of a reinforced concrete deck upon hybrid high performance steel plate girders founded on pile supported reinforced concrete abutments. The width of the structure is 35 feet 6 inches out-to
DE-2002-01 DE High Performance Steel N/A Churchman's Crossing Bridge 9 Hybrid (HPS & conventional steel) girders in replacement bridge
GA-2000-01 GA High Performance Steel Girders-Steel Plate SR 37 over I-75 Replacement- 2-span continuous bridge (258' long X 29.25m wide; HS-20 loading; high performance (HPS 70W) steel, in fully welded I-beam plate girders including welded spliced girders.
IA-2002-01 IA High Performance Steel N/A n/a HPS 50W in positive moment regions and HPS 70W in negative moment regions
ID-2003-01 ID High Performance Steel Girders-Steel Plate Sunnyside Road (I-15 B) Interchange over I-15 New Bridge Construction: 2-span steel plate girder bridge (328' long X 95' wide); high performance (HPS 70W) steel girders to obtain greater efficiency and durability
IL-1999-03 IL High Performance Steel Superstructure I-55 / I-70 Poplar Street Complex Replacement- Several interchange bridges (total of 58 spans, 98' average length x variable widths) - Replacement steel bridges; two-girder steel superstructures w/ floor beams; high performance (HPS 70W) steel developed @ Northwestern University, designa
IL-2003-01 IL High Performance Steel Girders-Steel Plate IL 49N over I-74, IL 49S over I-74, IL 83 and US 45 over Wisconsin RR Bridge Replacements: 3 multi-span steel girders bridges; high performance steel in the new superstructures: ASTM Aa1010 (Duracorr), a low chromium stainless steel, Grade 50; a high-performance, hot-rolled Grade 50 carbon steel; and ASTM A710 Grade B - a
KY-2000-01 KY High Performance Steel Girders-Steel Plate Monticello Street Underpass Replacement- 3-span steel girder bridge (650' long x 58' wide); high performance (HPS 70W) steel for weldability, toughness, lower fabrication costs and overall long life.
MD-2003-01 MD High Performance Steel Superstructure MD Route 140 over MD Route 27, Maryland Midland Railway and West Branch Bridge Replacement: two-span continuous haunched steel girder bridge (300' long X 130' wide); steel girders using high performance HPS Grade 70W steel
MO-2001-01 MO High Performance Steel Girders-Steel Plate Route 224 over Route 13 New Bridge - Utilizing High Performance HPS 70W Steel in bridge plate girders for high strength, weldability, toughness and durability
MO-2002-01 MO High Performance Steel N/A A6358 5-span bridge with HPS 50W & HPS 70W steel in hybrid design
NC-1999-01 NC High Performance Steel Girders-Steel Box NC 157 (Durham Road) over Eno River Replacement- Single span steel beam bridge (234' long x 83' wide); high performance (HPS 70W) steel girders for replacement bridge
NC-2004-01 NC High Performance Steel Girders-Steel I-Beam Bridge replacement - SR1102 over I-77 New grade seperation structure over I-77. CIP concrete deck on steel girders. Bridge length is 298'-0"; two span continuous at 149' and 149'-6". Staged construction with variable beam spacing (11.5' +/-). The bridge will be contructed with hybrid stee
NE-1999-01 NE High Performance Steel Girders-Steel Plate Omaha Dodge Street over I-480 New Bridge- 2-span continuous steel plate girder bridge (475' long x 72' wide); high performance (HPS 70W) steel girder bridge - optimized design for HPS 70W.
NE-2002-01 NE High Performance Steel N/A n/a HPS steel in 2-span bridge made continuous for live load
NE-2004-01 NE High Performance Steel Superstructure Pacific Bridge over I-680 The bridge uses HPC and SCC together with large diameter 0.7 inch strand to build a 4 million pound completed deck and superstructure for transport to the existing bridge site. HPS will be used for diaphragms.
NE-2004-02 NE High Performance Steel Other 262nd Street over I-80 The bridge will incorporate thin HPS sections to build a 2 span bridge using a corrugated 1/4th inch web that will be welded to 3/4 inch flanges. The rest of the bridge will be CIP or precast concrete.
NH-2003-02 NH High Performance Steel Girders-Steel Plate NH Rte. 111 By-Pass over Flatrock Brook and Harris New Bridge Construction: 4-span variable depth steel plate girder bridge ; High performance steel (HPS) in the flanges over the piers
NJ-2001-01 NJ High Performance Steel Girders-Steel Plate Scotch Road over I-95 Replacement - Utilizing High Performance HPS 70W Steel in the steel plate girders of a new bridge for high strength, weldability, toughness and durability for lower maintenance
NV-2003-02 NV High Performance Steel Girders-Steel Plate Bunkerville Road over Virgin River Bridge Replacement: 5-span welded steel plate girder bridge (880' long X 39' wide); AASHTO M270, Grade HPS 70W high performance steel in new superstructure
NY-1999-01 NY High Performance Steel Girders-Steel Plate I-95 over Midland Avenue, Rye New Bridge- Single span steel plate girder bridge (212' long x 117' wide); high performance (HPC) concrete in abutments, deck; high performance (HPS 70W) steel in girders; galvanized rebars in deck and abutments.
NY-1999-08 NY High Performance Steel Girders-Steel Plate NYS Thruway, Five bridges over: Gravel Road, Bla Replacement- Five 2-span continuous steel girder bridges (Each is 100' long x variable widths); using high performance (HPS 70W) steel; study of "Compactness and Bracing Requirements for Use in the Analysis and Design of HPS Highway Bridges"; reference
OH-2001-01 OH High Performance Steel Girders-Steel Plate FAI-33-1309, Delmont Road over US33 New Bridge - Utilizing High Performance HPS 70W Steel in the steel plate girders of a new bridge for high strength, weldability, toughness and durability
OR-2002-02 OR High Performance Steel N/A Sylvan Overcrossing Sunset Hig New Construction: "Debris Free" drift countermeasure system; Debris Free is a hollow fluted polymer cylinder attached vertically to nose of bridge piers to deflect drift
OR-2004-01 OR High Performance Steel Girders-Steel I-Beam I-84 over Lime Interchange and Union Pacific Railroad Two span concrete deck on high performance curved hybrid steel girders 340 feet long by 90 feet wide. Limit material costs and quantities by using high performance steel bottom flanges in the positive moment sections and high performance steel in both fla
PA-2002-01 PA High Performance Steel N/A Wintergreen Gorge Bridge New Construction - 3-span multi girder continuous bridge with HPS 70W steel in negative moment regions
PA-2003-02 PA High Performance Steel Girders-Steel Plate SR 2024 over Towanda Creek Bridge Replacement: 2-span continuous steel beam bridge (125' long X 32' wide); new superstructure with HPS 70W steel girders with corrugated webs
PA-2004-02 PA High Performance Steel Girders-Steel I-Beam Blvd. of the Allies over Forbes Ave. This will be a new four lane bridge carrying SR 885, Sec. A03, Blvd. of the Allies, over SR 2308, Forbes Ave., and SR 2108, South Ramp, in the City of Pittsburgh. High performance steel will be used to improve section properties of the girders both for
RI-2004-01 RI High Performance Steel Arch Tie Girder Providence River Bridge Instrumentation of the 400-foot network arch span. Instrumentation will include strain gages and inclinometers to monitor stresses and deflections during construction and for long term monitoring of structural response to loads and changes in response th
SC-2002-02 SC High Performance Steel N/A n/a Replacement Bridge - 1st IBRC bridge in SC using HPS 70W steel; goals are corrosion resistance, light weight and fatigue resistance
TN-2000-01 TN High Performance Steel Girders-Steel Plate State Route 58 over the Clinch River New Bridge- 3-span continuous steel beam bridge (540' long, 150/240/150 x 86' wide); TMCP (thermo-mechanically controlled process) high performance (HPS-70W) steel substituted for Q&T HPS-70W steel in plates < 1 inch thick; fewer splices expected; hybr
UT-2004-01 UT High Performance Steel Girders-Steel I-Beam US 6 over UPRR The proposed bridge solution constructs single span steel superstructures skewed 30 degrees to the integral abutments. The abutment fills will be contained by MSE retaining walls to shorten the spans, but the abutments will be supported on deep foundation
VT-2004-01 VT High Performance Steel Girders-Steel Plate Bridge #8 FAS 0166 over the White River New 244ft. three span steel girder (main span) bridge with concrete approach spans. Span arrangements are 47-150-47. Bridge width is 30 ft. rail to rail. Main span of 150 ft. is comprised of four steel girders utilizing HPS Gr. 70 W in the bottom flanges.
WA-2000-01 WA High Performance Steel Girders-Steel Plate U.S. 2 Replacement- single span welded plate girder bridge, (180' long X 36' wide); high performance (HPS 70W) steel; replaces truss bridge and 2 approach spans.
WA-2003-02 WA High Performance Steel Superstructure William Bugge Bridge Bridge Replacement: Two single-span steel pipe truss transition spans (total 560' long X 67'-9” wide) ; new superstructure with round sealed pipe truss members that are hybrids of HPS grade 70W and 50W along with API 2Y Grade 60
WV-2000-01 WV High Performance Steel Framing West Buckeye Bridge, 31-39-0.09 Replacement- Hinged tied arch (139' long x 27' wide) bridge to replace Accrow bridge; Glulam timber reinforced w/ fiber reinforced polymer (FRP) composite sheets; high performance (HPS 70W) steel framing and HFRP deck.
WV-2003-02 WV High Performance Steel Girders-Steel Plate Culloden Railroad Overpass Bridge Bridge Replacement: 3-span steel girder bridge (150' long); new superstructure with HPS 100W and HPS 70W and grade 50 weathering steel and HPC concrete
WV-2004-01 WV High Performance Steel Girders-Steel Plate Honey Creek Bridge The new structure will be a three span structure with a total length of approximately 250'-0. The bridge width shall be 32'-0. The superstructure will be comprised of High Performance Steel with a High Performance Concrete Deck.
WY-2002-01 WY High Performance Steel N/A Ranch Road Interchange Replacement Bridge: 2-span continuous, composite, hybrid, structural steel, welded plate girder spans with a total length of 79.00 meters; use HPS 70W steel for low profile superstructure
AZ-2004-01 AZ MMFX Rebars Deck Slab I-40, Sunshine BNSFRR OP WB, MP 237.10 over the Burlington Northern and Santa Fe Railway Company Deck replacement for structure #1390 in Coconino County Arizona. The project scope replaces a 7.5" deteriorated concrete slab with a new 8" durable high performance concrete (HPC) combined with MMFX steel reinforcement. The new HPC and MMFX steel deck w
CT-2003-01 CT MMFX Rebars Deck Slab SR 598 E.B. ramp over Park River Conduit, SR 598 W.B. ramp Conn. Southern RR Bridge Rehabilitation: 3-span simple rolled steel beam bridge (184 ' long x 41.5' wide); new deck with MMFX reinforcing steel and high performance concrete
FL-2001-01 FL MMFX Rebars Pier Caps, Superstructure US 1/Key Deer from North Channel to Spanish Harbor New Bridge - Utilizing fiber reinforced polymer (FRP) composites in the piles and pier caps, and MMFXTM reinforcing bars in the bridge deck slab in order to prevent future corrosion damage
IA-2001-01 IA MMFX Rebars Deck Slab US 20 over South Beaver Creek, Project NHSX-520-5( New Bridge - Utilizing MMFX reinforcing bars in the bridge deck slab in order to prevent future corrosion damage
ID-2002-02 ID MMFX Rebars N/A New York Gulch No.1, New York Gulch No.2 MMFX steel in place of epoxy coated in entire deck of 2 bridges
KY-2001-02 KY MMFX Rebars Deck Slab Galloway Road o/N. Elkhorn Cr. Utilizing clad stainless steel rebar and MMFX reinforcing bars in the bridge deck slab in order to prevent future corrosion damage
MA-2004-01 MA MMFX Rebars Deck Slab US Route 1 NB over I-95 NB & SB The Massachusetts Highway Department (MassHighway) is submitting for your consideration under the aforementioned program the subject bridge rehabilitation project. This project consists of primarily deck replacement of three bridges (Bridge No. S-09-09, S
MI-2003-02 MI MMFX Rebars Deck Slab I-94 over Shook Road and C & O RR Bridge Replacement: 4-span bridge (238' long X 50' wide); MMFX steel reinforcement in concrete bridge deck
NC-2002-01 NC MMFX Rebars N/A n/a Bridge Rehabilitation: CIP concrete deck on AASHTO Type IV prestressed concrete girder bridge with total length 355 feet; MMFX reinforcement steel in the deck and approach slabs of this replacement bridge
NH-2002-01 NH MMFX Rebars N/A I-93SB / B&MRR Solid stainless steel rebars in the westbound bridge & epoxy coated rebar in the parallel eastbound bridge
NJ-2002-01 NJ MMFX Rebars N/A n/a Bridge rehabilitations: nine multi-span steel stringer bridges with reinforced concrete deck slabs; variable lengths from 87 to 325 feet; MMFX reinforcement steel will be used as the reinforcement steel in the deck replacements and in the widened portion
NM-2004-03 NM MMFX Rebars Deck Slab Gobernador Crossing The material used here is uncoated corrosion resistant reinforcing steel rebar. It contains 8% chromium and achieves a higher yield strength through alloying rather than through hardening. It decreases the bridge's vulnerability to long term corrosion a
PR-2003-01 PR MMFX Rebars Arch PR 250 Bridge over Lobina Channel New Bridge Construction: Single span pre-cast segmental arch bridge (49' long) using HPC and MMFX reinforcing steel
SC-2003-01 SC MMFX Rebars Superstructure SC Route S-54 over tidal stream Bridge Replacement: 4-span flat slab concrete bridge (150' long X 28' wide); slabs reinforced with various corrosion resistant reinforcement (MMFX,Stainless Clad Carbon Steel, SS2205, Galvanic Anodes)
SD-2001-01 SD MMFX Rebars Deck Slab US 281 over BNSF RR Replacement - Utilizing Clad Stainless Steel reinforcing bars in the bridge deck slab in order to prevent future corrosion damage
SD-2002-01 SD MMFX Rebars N/A I-29 over Benson Road #1, I-29 over Benson Road #2, Maple Avenue over Off-Ramp, Russell Avenue over I-29 Replacement Bridges & New Bridges - using MMFX 2 steel corrosion resistant reinforcing bars in 4 bridge decks
TX-2002-03 TX MMFX Rebars N/A Washington Street Underpass Replacement Bridge: 2-span prestressed concrete I-Beam bridge with a total length of 148 feet with reinforced concrete slab deck, bents and abutments. MMFX 2 steel rebars instead of conventional reinforcement in bridge deck, bents, abutments and wingwalls
UT-2004-01 UT MMFX Rebars Deck Slab US 6 over UPRR The proposed bridge solution constructs single span steel superstructures skewed 30 degrees to the integral abutments. The abutment fills will be contained by MSE retaining walls to shorten the spans, but the abutments will be supported on deep foundation
VT-2002-01 VT MMFX Rebars N/A Bridge 64 on VT Rte 105 New Bridge: 1-span curved plate girder bridge with composite deck and a total length of 145' ; MMFX reinforcing steel in the concrete deck
AK-2000-02 AK Other Substructure Kodiak Harbor Channel Bridge Seismic Retrofit- 4-span continuous steel girder bridge ( 1250' long x 48/58' wide); tall, reinforced concrete pier columns
CA-2000-02 CA Other Deck Slab 02-SHA-36-7.57 New Bridge- Single span precast, prestressed concrete bulb tee girder bridge (121' long x 35' wide); "Smart Powered Pebbles" cast in concrete to allow in situ monitoring of chloride ingress into bridge deck.
CA-2001-03 CA Other None 02-SHA-36-7.57 New Bridge- Single span precast, prestressed concrete bulb tee girder bridge (121' long x 35' wide); "Smart Powered Pebbles" cast in concrete to allow in situ monitoring of chloride ingress into bridge deck.
DE-2004-01 DE Other Arch, Pier Caps, Stay Cables, Towers Indian River Inlet Bridge A single plane cable supported concrete tied arch. 1000-foot span with two 150-foot back spans (bridge length is 1300 feet). The structure will carry 2 twelve foot lanes in each direction and a twelve foot sidewalk on the east side only (out-to-out dist
HI-2000-01 HI Other None Route 19 over Kealakaha Stream Replacement- 3-span post-tensioned concrete segmental bridge (722' long x 50' wide); fiber optic sensor technology for dynamic monitoring of deformations and strains during earthquake shaking and traffic vibrations.
IA-2002-01 IA Other N/A n/a HPS 50W in positive moment regions and HPS 70W in negative moment regions
ID-2004-01 ID Other Deck Slab I-15 over Center Street IC The project involves the installation of a Polyester Concrete overlay on one of two parallel interchange bridges. Idaho is investigating several deck preservation strategies. ITD believes the use of a Polyester Concrete overlay will prove to be an effecti
IL-2002-01 IL Other N/A n/a HPC in various bridges around the state
IN-2003-01 IN Other Reinforced Slab Bridge US 30 over Jain Creek Bridge Rehabilitation: 3-span continuous reinforced concrete slab bridge (60' long X 41' wide); epoxy-coated bars with thicker coatings in replacement decks
IN-2004-01 IN Other Deck Slab, Girders-Steel I-Beam US-50 Over Tanners Creek and Service Road Proposed Work: In the proposed project, an existing deteriorating bridge deck on US-50 in Lawrenceburg, Dearborn County, Indiana will be replaced using full depth pre-cast deck system. The proposed work will build upon research conducted in previous pro
KY-2003-01 KY Other Deck Slab KY-92 over Jellico Creek Bridge Rehabilitation: Single-span thru truss (140' long X 20' wide); aluminum bridge deck panels reinforced with epoxy coated steel reinforcement
KY-2004-02 KY Other Deck Slab Webster County Bridge 50 An aluminum bridge deck will replace the existing deteriorated concrete deck. The aluminum bridge deck system will be from a different manufacturer than the one to be used in the project approved in FY 2003. The new deck will be less dead load than the
MA-2001-01 MA Other None State Route 13 (Main Street) over the North Branch Rehabilitation - Utilizing the ARCHTEC engineering process to strengthen and improve a stone masonry arch bridge with CENTEC Anchors.
MA-2002-01 MA Other N/A n/a ARCHTEC system to repair 2-3 inch wide cracks in arch bridge
ME-2004-02 ME Other Stay Cables Waldo-Hancock Bridge along Rt. 1 over Penobscot River MDOT plans to use a new cradle stay system in the bridge. The cradle system will allow test strands which may be fully removed and inspected after a number of years in service. The objective of this application is to instrument and monitor the cable stay
MN-2001-01 MN Other Deck Slab Lexington Ave. Bridge, n/a New Bridge - Utilizing prefabricated fusion bonded epoxy coated reinforcing bars in a bridge deck slab in order to prevent future corrosion damage
MN-2004-01 MN Other Pier Caps, Pier Columns, Prestressed Slab Bridge T.H. 8 over Center Lake Channel Bridge 13004 will be a 3-span concrete slab span bridge with span lengths (in feet) of 22, 27, and 22 and an overall width of 76 feet. The structure will be supported on pile bent piers and integral abutments. The innovative aspect of this project is th
MO-1999-01 MO Other Superstructure Adelaide Avenue over I-70, St. Louis Deck replacement- 5-span bridge (257' long x 48' wide); - Replacement deck using Inverset deck w/ high performance (HPC) concrete.
MO-2004-01 MO Other Pier Caps State Route T over Fiddle Creek The structure will be constructed with precast intermediate bent caps for the two interior piers. The use of the precast bent caps is in line with the American Association of State Highway and Transportation Officials (AASHTO) Technology Implementation G
MO-2004-03 MO Other Substructure Big Bend EB over I-44, Big Bend WB over I-44, Jamieson Rd. over I-44 Aluminum, Zinc, Indium Arc Sprayed Galvanic Anode (CORRSPAY) galvanic cathodic protection system will be applied over concrete repairs to the underside of the box girder spans on the westbound bridge 1413. The same anode will be applied over the concrete
MT-2002-01 MT Other N/A n/a HPC in a bridge deck designed with empirical bridge deck design method
NE-2004-01 NE Other None Pacific Bridge over I-680 The bridge uses HPC and SCC together with large diameter 0.7 inch strand to build a 4 million pound completed deck and superstructure for transport to the existing bridge site. HPS will be used for diaphragms.
NE-2004-02 NE Other Girders-Steel Box 262nd Street over I-80 The bridge will incorporate thin HPS sections to build a 2 span bridge using a corrugated 1/4th inch web that will be welded to 3/4 inch flanges. The rest of the bridge will be CIP or precast concrete.
NY-2001-01 NY Other None CR 50 ( Park Ave) over Carl's River Replacement - Utilizing High Performance Concrete in the substructure, prestressed slab bridge and bridge deck slab for low maintenance
NY-2004-02 NY Other Abutments, Substructure, Superstructure Bemus-Ellery Road over Bemus Creek This project will demonstrate pre-fabrication and construction techniques which reduce construction time and user delay. This bridge is located near a major tourist destination in Chautauqua County, and the County desires to minimize the project duration
OK-2001-02 OK Other None Hickory Creek Bridge Replacement - Utilizing High Performance Concrete in the bridge deck slab for reduced maintenance
OK-2002-01 OK Other N/A I-40 over I-44, K-interchange Bridge rehabilitations: two multi-span steel stringer bridges with lengths of 819 & 994 feet; "Flexogrid" HPC concrete in thin bonded overlay
OK-2003-01 OK Other Deck Slab SH-150 over Lake Eufaula Bridge Rehabilitation: 2-span continuous plate girder bridge (78.6' long X 82.9' wide); Surtreat chemical treatment of bridge elements including concrete decks, beams and bents which will abate corrosion at the rebar and permanently modify the cement matri
OR-2002-01 OR Other N/A Blevins New Construction: welded steel trapezoidal box girder, single span, 205 feet in length; evaluate actual load distribution in order to determine the actual torsion experienced and validate design assumptions for LRFD Design of HPS box girder bridges.
PA-2001-03 PA Other None n/a The construction of new or replacement bridge decks using glue-laminated hardwood deck panels will be demonstrated on up to 5 bridges owned by local municipalities.
PR-2004-01 PR Other Bridge Rails Bridge #1213 at PR-123 Km. 16.35, Bridge #281 at PR-139 Km. 2.5 A structurally efficient hybrid design manufactured by Wagners CFT will be employed. It will be manufactured in a facility that is ISO 9001 registered for quality production. It will be sent to the site as ready to install modules that can accept traffi
RI-2004-01 RI Other Arch, Cables Providence River Bridge Instrumentation of the 400-foot network arch span. Instrumentation will include strain gages and inclinometers to monitor stresses and deflections during construction and for long term monitoring of structural response to loads and changes in response th
SD-2004-02 SD Other Deck Slab I-90 over County Road, Tea Interchange The intent is to follow the proposed draft AASHTO LRFD material and construction specifications for crack-free bridge decks being developed as part of Pooled Fund TPF-5(051)Construction of Crack-Free Concrete Bridge Decks. The proposed research will invo
TN-2003-01 TN Other Superstructure Massman Drive over I-40 Bridge Replacement: 2-span, prismatic welded plate girder bridge (287' long X 44' wide); materials are ASTM A709 grade 50W steel and 4000 psi concrete deck; spans simple for DL and continuous for LL using spliced flanges and a concrete diaphragm poured i
TX-2001-02 TX Other None SH 66 over Lake Ray Hubbard EB, SH 66 over Lake Ray Hubbard WB New Bridges - Utilizing High Performance Concrete and a Maturity Testing System in the bridge I-Beams
TX-2002-05 TX Other N/A BUS LP 84 EB @ US 84 NB, SPUR 327 CONN US 62 WB at US62, US 82 WB at Park Road 18 Bridge Rehabilitations: two 3-span continuous steel girder unit with a reinforced concrete slab (each 230 feet in total length) and one continuous reinforced concrete slab 90 feet in total length; use embedded galvanic anode attached to the reinforcing st
TX-2004-01 TX Other Superstructure IH35 NB ML over Hill Rd, IH35 SB ML over Hill Rd These two structures use a totally prefabricated bridge construction system wherein the full superstructure assembly is rolled into place ready for immediate traffic use. The system facilitates bridge replacement in a couple of days instead of many months
TX-2004-02 TX Other Deck Slab, Pier Caps Live Oak Creek Bridge The bridge will incorporate full depth precast concrete deck panels in the superstructure and precast bent caps in the substructure to accelerate construction since the roadway will be closed and a detour will be required. The bridge is located in a r
TX-2004-04 TX Other Deck Slab Eighteen Mile Creek Bridge carrying FM 1961 over Eighteen Mile Creek The bridge will incorporate prefabricated full depth SPS deck panels in the superstructure to accelerate construction since the roadway will be closed and a detour will be required. The sandwich plate system (SPS) consists of metal plates integrally bo
VA-2002-01 VA Other N/A Rte. 668 over Gills Creek Replacement Bridge: 3-span simply-supported rolled steel beam bridge with a total length of 170 feet; use GFRP (glass fiber reinforced polymer) reinforcing bars in the top mat reinforcement in the bridge deck
VA-2002-02 VA Other N/A NBL I-81 over Route 11 Replacement Bridge: 4-span prestressed concrete bulb tee bridge made continuous for live load; total length of 245 feet;; Prestressed HPC Concrete Economical Fabrication (PCEF) bulb tee with self-compacting (self-consolidating) concrete (SCC).
VA-2004-01 VA Other Deck Slab, Girders-Concrete Bulb "TEEs" Route 17 over Route 15 and Route 29 The proposed structure has 2 spans, each 98.583 feet long. The PCEF bulb tee girders will be 53 inches deep, high strength (>6,000 psi compressive strength), low permeability (<1,500 coulombs), lightweight (120 lb/yd3) concrete beams using self-consolida
VA-2004-02 VA Other Deck Slab Route 58 over Cove Creek The proposed new structure will be a two-lane, single 60'. The proposed design uses transversely oriented Sandwich Panel System (SPS) prefabricated deck plate supported on steel girders. Each prefabricated deck plate is 3 meters in width and consists of
VA-2004-03 VA Other Girders-Concrete Bulb "TEEs" Route 58 over Big Moccasin Creek (EBL), Route 58 over Big Moccasin Creek (WBL) The proposed project has single spans of 133'-2", employing Bulb-T's, 77" in depth. The project includes 2 bridges with beam spacing of 8'-0 3/8" for a total of 14 beams. The specified concrete strength will be 8,000 psi. Grade 300 strand minimum bre
WI-2002-01 WI Other N/A De Neveu Creek Bridge New Bridge: 1-span, two-lane, twin bridge structure; use pultruded FRP composite gratings in the bridge decks
WY-1999-01 WY Other Sign Structure Various locations - statewide Rehabilitation - retrofit of fatigue cracked bases of light pole mast arms.
HI-2004-01 HI Self Consolidating Concrete Other North Kahana Stream Bridge North Kahana Stream Bridge Replacement -- This is a three-span concrete slab bridge with integral abutments. The bridge length is about 128 feet and 43 feet wide. The deck slab is composed of precast prestressed concrete planks with cast-in-place concre
MI-2004-01 MI Self Consolidating Concrete Girders-Concrete Box M-50 over Grand River This project will provide for a concrete bridge superstructure replacement, using self consolidating concrete (SCC) for the prestressed beams. The SCC beams are being evaluated as a potentially durable and cost-effective replacement to normally consolidat
NH-2004-01 NH Self Consolidating Concrete Deck Slab Mosquito Bridge, US Route 3 and NH Route 11 over Lake Winnisquam The Mosquito Bridge carries about 20,000 vehicles per day, but the deck is extensively patched and is scheduled for replacement in 2006. This project proposes using a rapid construction program to replace the deck in the period of April 1, 2006 to June 30
SC-2004-01 SC Self Consolidating Concrete Girders-Concrete I-Beams SC 377 over Black River A bridge replacement project utilizing SCC in one of seven spans of a prestressed beam bridge. There is one test bridge in the project which includes three other bridges.
VA-2004-01 VA Self Consolidating Concrete Girders-Concrete Bulb "TEEs" Route 17 over Route 15 and Route 29 The proposed structure has 2 spans, each 98.583 feet long. The PCEF bulb tee girders will be 53 inches deep, high strength (>6,000 psi compressive strength), low permeability (<1,500 coulombs), lightweight (120 lb/yd3) concrete beams using self-consolida
CT-2000-01 CT Solid Stainless Steel Rebars Superstructure Church Street South Extension, New Haven, TBD New Bridge- 8-span bridge (main span = truss @ 320' long x ??' wide; 7 approach spans of steel plate girders - one simple span and 6 continuous spans; high performance (HPC) concrete in deck and railings; high performance (HPS 70W) steel in truss; stai
MO-2000-01 MO Solid Stainless Steel Rebars Deck Slab Route 6 in Galt Replacement - 3-span prestressed I-girder bridge (137' long x 37' wide); concrete deck slab w/ solid stainless steel rebars; loading is MS18 (military)
MT-2001-01 MT Solid Stainless Steel Rebars None Middle Fork of the Flathead Ri,US Rte 2 Replacement - Utilizing solid stainless steel reinforcing bars in a new concrete bridge deck slab in order to prevent future corrosion damage
SC-2000-01 SC Solid Stainless Steel Rebars Pier Caps, Reinforced Slab Bridge, Substructure City of Myrtle Beach, Route SC 73 Replacement- 2-span continuous reinforced concrete flat slab superstructure (48' long x 61' wide) on pile bents w/ prestressed concrete piles; stainless steel rebars in superstructure and bent caps; experimental corrosion inhibitor
VA-2001-01 VA Solid Stainless Steel Rebars None Eastbound Twin Bridge, Westbound Twin Bridge Replacement - Twin bridges utilizing Clad and Solid Stainless Steel reinforcing bars in the bridge deck slabs in order to prevent future corrosion damage
WI-2004-02 WI Solid Stainless Steel Rebars Deck Slab North Bound off ramp from North Bound I-43 to Tory Hill on the Marquette Interchange This structure is part of a mega reconstruction project for the Marquette Interchange intersection of highways I-43, I-94, and I-794. A reinforced concrete deck is supported on 72” steel plate girders. The structure has four spans and has a total length
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Updated: 02/26/2014
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