| 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 |
Drew Sielbach |
(907) 586 7544 |
| 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. |
Robert King |
(334) 223 7376 |
| 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. |
Robert King |
(334) 223 7376 |
| 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 |
Robert King |
(334) 223 7376 |
| 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 |
Robert King |
(334) 223 7376 |
| AL-2004-01 |
AL |
FRP Bonded Reinforcement |
Girders-Concrete T-Beam |
AL-97 over I-65 |
Rehabilitation of an existing continues 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 |
Robert King |
(334) 223 7376 |
| 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 |
Terry Daniel |
(501) 324 5356 |
| AZ-2004-01 |
AZ |
High Performance Concrete, 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 |
Aryan Lirange |
(602) 379 3645 |
| 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 |
Martha Nevai |
(916) 498 5889 |
| 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. |
Martha Nevai |
(916) 498 5889 |
| 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 |
Martha Nevai |
(916) 498 5889 |
| 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. |
Martha Nevai |
(916) 498 5889 |
| 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 |
Martha Nevai |
(916) 498 5889 |
| 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. |
Martha Nevai |
(916) 498 5889 |
| 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 |
Martha Nevai |
(916) 498 5889 |
| 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 |
Martha Nevai |
(916) 498 5889 |
| CA-2002-02 |
CA |
High Performance Steel |
Girders-Steel Box |
Danley/Fairview Rd. bridge |
HPS steel - Bethlehem Durasteel (highly corrosion resistant steel) |
Martha Nevai |
(916) 498 5889 |
| CA-2003-01 |
CA |
FRP Deck Panel, FRP Other |
Deck Slab, 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 |
Martha Nevai |
(916) 498 5889 |
| 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 |
Martha Nevai |
(916) 498 5889 |
| CO-2000-01 |
CO |
FRP Deck Panel, High Performance Concrete |
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 |
Matt Greer |
(720) 963 3008 |
| 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 |
Matt Greer |
(720) 963 3008 |
| 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 |
Matt Greer |
(720) 963 3008 |
| 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 |
Matt Greer |
(720) 963 3008 |
| CT-2000-01 |
CT |
High Performance Concrete, High Performance Steel, Solid Stainless Steel Rebars |
Deck Slab, Truss Chords, 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 |
Joseph Chilstrom |
(860) 659 6703 |
| 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. |
Joseph Chilstrom |
(860) 659 6703 |
| CT-2001-01 |
CT |
High Performance Concrete, High Performance Steel |
Deck Slab, 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 |
Joseph Chilstrom |
(860) 659 6703 |
| 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 |
Joseph Chilstrom |
(860) 659 6703 |
| CT-2003-01 |
CT |
High Performance Concrete, 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 |
Joseph Chilstrom |
(860) 659 6703 |
| 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 |
Joseph Chilstrom |
(860) 659 6703 |
| 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 |
Robert Mihalek |
(202) 219 3515 |
| 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. |
Matthew Hake |
(302) 734 1657 |
| DE-2000-01 |
DE |
Clad Stainless Steel Rebars, FRP Bonded Reinforcement, High Performance Concrete |
Deck Slab, 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) |
Matthew Hake |
(302) 734 1657 |
| DE-2001-01 |
DE |
FRP Bonded Reinforcement, 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. |
Peter Clogston |
(573) 638 2613 |
| DE-2002-01 |
DE |
High Performance Steel |
N/A |
Churchman's Crossing Bridge |
9 Hybrid (HPS & conventional steel) girders in replacement bridge |
Peter Clogston |
(573) 638 2613 |
| DE-2004-01 |
DE |
High Performance Concrete, 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 |
Matthew Hake |
(302) 734 1657 |
| 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 |
Jeffrey Ger |
(850) 942 9650 |
| FL-2001-01 |
FL |
FRP Deck Panel, MMFX Rebars |
Pier Caps, Piles, 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 |
Jeffrey Ger |
(850) 942 9650 |
| FL-2002-01 |
FL |
FRP Bonded Reinforcement |
N/A |
University Boulevard Bridge |
Carbon FRP laminates applied with spray adhesive to rehabilitate concrete box girders |
Jeffrey Ger |
(850) 942 9650 |
| 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 |
Jeffrey Ger |
(850) 942 9650 |
| 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. |
Theodore Burch |
(406) 449 5302 |
| 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) |
Theodore Burch |
(406) 449 5302 |
| 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 |
Edward T. Parker |
(404) 562 3643 |
| GA-2002-01 |
GA |
Clad Stainless Steel Rebars |
N/A |
SR 282 over Tails Creek |
Clad stainless steel rebar in bridge deck |
Edward T. Parker |
(404) 562 3643 |
| 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. |
Domingo Galicinao |
(202) 541 2700 |
| 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. |
Domingo Galicinao |
(202) 541 2700 |
| 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 |
Domingo Galicinao |
(202) 541 2700 |
| 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. |
Curtis Monk |
(515) 233 7320 |
| 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 |
Curtis Monk |
(515) 233 7320 |
| 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. |
Curtis Monk |
(515) 233 7320 |
| 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. |
Curtis Monk |
(515) 233 7320 |
| 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 |
Curtis Monk |
(515) 233 7320 |
| 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 |
Curtis Monk |
(515) 233 7320 |
| 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 |
Curtis Monk |
(515) 233 7320 |
| 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 |
Curtis Monk |
(515) 233 7320 |
| IA-2002-01 |
IA |
High Performance Steel, Other |
N/A |
n/a |
HPS 50W in positive moment regions and HPS 70W in negative moment regions |
Curtis Monk |
(515) 233 7320 |
| 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 |
Curtis Monk |
(515) 233 7320 |
| 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 |
Curtis Monk |
(515) 233 7320 |
| 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 |
Curtis Monk |
(515) 233 7320 |
| 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 |
Curtis Monk |
(515) 233 7320 |
| 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 |
Curtis Monk |
(515) 233 7320 |
| 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 |
Richard Scarr |
(208) 334 9180 |
| 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 |
Richard Scarr |
(208) 334 9180 |
| 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 |
Richard Scarr |
(208) 334 9180 |
| 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 |
Dan Brydl |
(217) 492 4632 |
| 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 |
Dan Brydl |
(217) 492 4632 |
| IL-1999-05 |
IL |
FRP Other, High Performance Concrete |
Abutments, Superstructure, Deck Slab |
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. |
Dan Brydl |
(217) 492 4632 |
| 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) |
Dan Brydl |
(217) 492 4632 |
| 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 |
Dan Brydl |
(217) 492 4632 |
| 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. |
Dan Brydl |
(217) 492 4632 |
| 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. |
Dan Brydl |
(217) 492 4632 |
| 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. |
Dan Brydl |
(217) 492 4632 |
| IL-2002-01 |
IL |
Other |
N/A |
n/a |
HPC in various bridges around the state |
Mark Boushele |
(217) 492 4629 |
| 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 |
Mark Boushele |
(217) 492 4629 |
| 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 |
Mark Boushele |
(217) 492 4629 |
| 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. |
Thomas Sand |
(317) 226 7490 |
| IN-2002-01 |
IN |
FRP Deck Panel |
N/A |
Bridge No. 138 |
FRP composite deck panels |
Keith Hoernschemeyer |
(317) 226 7490 |
| 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 |
Keith Hoernschemeyer |
(317) 226 7490 |
| 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 |
Keith Hoernschemeyer |
(317) 226 7490 |
| 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. |
Steven Toillion |
(785) 267 7299 |
| 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 |
Steven Toillion |
(785) 267 7299 |
| 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 |
Steven Toillion |
(785) 267 7299 |
| 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 |
Steven Toillion |
(785) 267 7299 |
| 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 |
Steven Toillion |
(785) 267 7299 |
| 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 |
Steven Toillion |
(785) 267 7299 |
| 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. |
Richard Crane |
(502) 223 6763 |
| 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. |
Richard Crane |
(502) 223 6763 |
| 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 |
Richard Crane |
(502) 223 6763 |
| KY-2001-02 |
KY |
Clad Stainless Steel Rebars, 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 |
Richard Crane |
(502) 223 6763 |
| KY-2002-01 |
KY |
FRP Deck Panel |
N/A |
n/a |
Carbon FRP laminates applied to strengthen/repair flexural cracks in CIP concrete beams |
Richard Crane |
(502) 223 6763 |
| 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 |
Richard Crane |
(502) 223 6763 |
| 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. |
Richard Crane |
(502) 223 6763 |
| 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 |
Richard Crane |
(502) 223 6763 |
| 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 |
Richard Crane |
(502) 223 6763 |
| 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 |
Frank Grabski |
(225) 757 7611 |
| LA-2002-01 |
LA |
FRP Bonded Reinforcement |
N/A |
n/a |
FRP composite fender system in lieu of timber fender system |
Frank Grabski |
(225) 757 7611 |
| 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. |
Arturo Aguirre |
(225) 757 7611 |
| 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 |
Arturo Aguirre |
(225) 757 7611 |
| 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. |
Larry O'Donnell |
(617) 494 2518 |
| 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. |
Larry O'Donnell |
(617) 494 2518 |
| MA-2002-01 |
MA |
Other |
N/A |
n/a |
ARCHTEC system to repair 2-3 inch wide cracks in arch bridge |
Larry O'Donnell |
(617) 494 2518 |
| 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 |
Michael Arpino |
(617) 494 2316 |
| MA-2004-01 |
MA |
Galvanizing, High Performance Concrete, MMFX Rebars |
Superstructure, Bridge Rails, 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 |
Michael Arpino |
(617) 494 2316 |
| 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. |
Derek Constable |
(410) 779 7157 |
| 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 |
|
(202) 493 3023 |
| MD-2003-02 |
MD |
FRP Beam, FRP Deck Panel |
Superstructure, 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 |
|
(202) 493 3023 |
| 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 |
Derek Constable |
(410) 779 7157 |
| 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 |
George Poirier |
(207) 622 8356 |
| 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. |
George Poirier |
(207) 622 8356 |
| 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. |
George Poirier |
(207) 622 8356 |
| 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. |
George Poirier |
(207) 622 8356 |
| 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. |
George Poirier |
(207) 622 8356 |
| 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. |
George Poirier |
(207) 622 8356 |
| 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. |
George Poirier |
(207) 622 8356 |
| 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 |
George Poirier |
(207) 622 8356 |
| 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 |
George Poirier |
(207) 622 8356 |
| ME-2002-01 |
ME |
FRP Prestressing, High Performance Concrete |
N/A |
Island Avenue Bridge |
130 foot glulam bridge longitudinally post-tensioned with FRP composite tendons |
George Poirier |
(207) 622 8356 |
| ME-2002-02 |
ME |
FRP Glulam |
N/A |
Skidmore Bridge |
Supplemental funding for IBRC project # ME-1999-07; FRP composite panels - glulaminated wood cores |
George Poirier |
(207) 622 8356 |
| 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 |
George Poirier |
(207) 622 8356 |
| 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 |
Maria Drozd |
(207) 622 8350 |
| 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 |
Jon Nekritz |
(517) 702 1837 |
| MI-1999-02 |
MI |
FRP Prestressing, FRP Rebar |
Griders-Concrete Double "TEEs", 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 |
Jon Nekritz |
(517) 702 1837 |
| 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. |
Jon Nekritz |
(517) 702 1837 |
| 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 |
Jon Nekritz |
(517) 702 1837 |
| 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 |
Jon Nekritz |
(517) 702 1837 |
| 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 |
Jon Nekritz |
(517) 702 1837 |
| 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 |
Jon Nekritz |
(517) 702 1837 |
| 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. |
Jon Nekritz |
(517) 702 1837 |
| 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 |
Romeo R. Garcia |
(651) 291 6125 |
| 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 |
Romeo R. Garcia |
(651) 291 6125 |
| 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. |
Romeo R. Garcia |
(651) 291 6125 |
| 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 |
Romeo R. Garcia |
(651) 291 6125 |
| 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 |
Romeo R. Garcia |
(651) 291 6125 |
| 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 |
Romeo R. Garcia |
(651) 291 6125 |
| 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. |
Glenn Fulkerson |
(573) 638 2613 |
| 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 |
Glenn Fulkerson |
(573) 638 2613 |
| 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) |
Glenn Fulkerson |
(573) 638 2613 |
| 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. |
Glenn Fulkerson |
(573) 638 2613 |
| 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 |
Glenn Fulkerson |
(573) 638 2613 |
| 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 |
Glenn Fulkerson |
(573) 638 2613 |
| MO-2002-01 |
MO |
High Performance Steel |
N/A |
A6358 |
5-span bridge with HPS 50W & HPS 70W steel in hybrid design |
Glenn Fulkerson |
(573) 638 2613 |
| MO-2002-03 |
MO |
FRP Prestressing, 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
Project Report (PDF, 4.3 MB) |
Glenn Fulkerson |
(573) 638 2613 |
| 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 |
Peter Clogston |
(573) 638 2613 |
| 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 |
Peter Clogston |
(573) 638 2613 |
| 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 |
Peter Clogston |
(573) 638 2613 |
| MO-2004-02 |
MO |
FRP Other, 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 |
Peter Clogston |
(573) 638 2613 |
| MO-2004-03 |
MO |
Coating/Metalizing, Other |
Deck Slab, Girders-Concrete Box, 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 |
Peter Clogston |
(573) 638 2613 |
| 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 |
Peter Clogston |
(573) 638 2613 |
| 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. |
Richard Ward |
(601) 965 4227 |
| 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 |
Theodore Burch |
(406) 449 5302 |
| MT-2002-01 |
MT |
High Performance Concrete, Other |
N/A |
n/a |
HPC in a bridge deck designed with empirical bridge deck design method |
Theodore Burch |
(406) 449 5302 |
| 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 |
Paul Simon |
(919) 856 4760 |
| 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 |
Paul Simon |
(919) 856 4760 |
| 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. |
Paul Simon |
(919) 856 4760 |
| 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 |
Paul Simon |
(919) 856 4760 |
| 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 |
Paul Simon |
(919) 856 4760 |
| 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 |
Paul Simon |
(919) 856 4760 |
| 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 |
Paul Simon |
(919) 856 4760 |
| NC-2004-01 |
NC |
High Performance Steel |
Girders-Steel I-Beam |
Bridge replacement - SR1102 over I-77 |
New grade separation 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 constructed with hybrid stee |
Thomas Drda |
(919) 856 4760 |
| 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 |
Thomas Drda |
(919) 856 4760 |
| 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. |
Greg A. Kolle |
(402) 437 5977 |
| 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. |
Ronny Hartl |
(701) 250 4344 |
| 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 |
Ronny Hartl |
(701) 250 4344 |
| 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. |
Greg A. Kolle |
(402) 437 5977 |
| NE-2001-02 |
NE |
Clad Stainless Steel Rebars, 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 |
Greg A. Kolle |
(402) 437 5977 |
| NE-2002-01 |
NE |
High Performance Steel |
N/A |
n/a |
HPS steel in 2-span bridge made continuous for live load |
Greg A. Kolle |
(402) 437 5977 |
| 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 |
Greg A. Kolle |
(402) 437 5977 |
| NE-2004-01 |
NE |
High Performance Concrete, High Performance Steel, Other |
Girders-Concrete I-Beams, Superstructure, 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. |
Greg A. Kolle |
(402) 437 5977 |
| NE-2004-02 |
NE |
High Performance Steel, Other |
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. |
Greg A. Kolle |
(402) 437 5977 |
| NH-1999-01 |
NH |
FRP Rebar, 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. |
David Hall |
(603) 228 3057 |
| NH-2000-01 |
NH |
FRP Rebar, 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 |
David Hall |
(603) 228 3057 |
| NH-2001-01 |
NH |
FRP Rebar, High Performance Concrete |
Girders-Concrete I-Beams, Deck Slab |
Rollins Road over Main Street and B&M Railroad |
Replacement - Continuation of IBRC Projects NH-1999-01 and NH-2000-01 |
David Hall |
(603) 228 3057 |
| NH-2002-01 |
NH |
High Performance Concrete, MMFX Rebars |
N/A |
I-93SB / B&MRR |
Solid stainless steel rebars in the westbound bridge & epoxy coated rebar in the parallel eastbound bridge |
David Hall |
(603) 228 3057 |
| NH-2002-02 |
NH |
Clad Stainless Steel Rebars, 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 |
David Hall |
(603) 228 3057 |
| NH-2002-04 |
NH |
FRP Deck Panel, 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 |
David Hall |
(603) 228 3057 |
| 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 |
David Hall |
(603) 228 3057 |
| 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 |
David Hall |
(603) 228 3057 |
| NH-2004-01 |
NH |
FRP Reinforcing Grid, High Performance Concrete, 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 |
David Hall |
(603) 228 3057 |
| 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 |
Helene Bowman |
(609) 637 4230 |
| NJ-2001-02 |
NJ |
High Performance Concrete |
None |
Edison Bridge |
New Bridge - Utilizing High Performance Concrete in the bridge deck slab for reduced maintenance |
Helene Bowman |
(609) 637 4230 |
| 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 |
Helene Bowman |
(609) 637 4230 |
| 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 |
Helene Bowman |
(609) 637 4230 |
| 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. |
Wil Dooley |
(505) 820 2025 |
| NM-2002-01 |
NM |
High Performance Concrete |
N/A |
n/a |
2-span continuous prestressed concrete box girders using HPC concrete |
Wil Dooley |
(505) 820 2025 |
| 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 |
Wil Dooley |
(505) 820 2025 |
| 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 |
Wil Dooley |
(505) 820 2025 |
| 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 |
Wil Dooley |
(505) 820 2025 |
| 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 |
Terry Philibin |
(775) 687 5323 |
| 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 |
John Price |
(775) 687 1205 |
| 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 |
Terry Philibin |
(775) 687 5323 |
| NY-1999-01 |
NY |
Galvanizing, High Performance Concrete, High Performance Steel |
Deck Slab, Substructure, Abutments, Bridge Rails, 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. |
Dan Byer |
(518) 431 4125 |
| 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. |
Dan Byer |
(518) 431 4125 |
| NY-1999-03 |
NY |
FRP Bonded Reinforcement, FRP Other |
Pier Columns, Superstructure, 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 |
Dan Byer |
(518) 431 4125 |
| 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. |
Dan Byer |
(518) 431 4125 |
| 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; |
Dan Byer |
(518) 431 4125 |
| 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. |
Dan Byer |
(518) 431 4125 |
| 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 |
Dan Byer |
(518) 431 4125 |
| 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 |
Dan Byer |
(518) 431 4125 |
| 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 - |
Dan Byer |
(518) 431 4125 |
| NY-2001-01 |
NY |
FRP Deck Panel, High Performance Concrete, 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 |
Dan Byer |
(518) 431 4125 |
| 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 |
Dan Byer |
(518) 431 4125 |
| 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 |
Dan Byer |
(518) 431 4125 |
| 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 |
Dan Byer |
(518) 431 4125 |
| 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 |
Dan Byer |
(518) 431 4125 |
| 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 |
John Burns |
(518) 431 4125 |
| NY-2003-03 |
NY |
FRP Deck Panel, High Performance Concrete |
Deck Slab, 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 |
John Burns |
(518) 431 4125 |
| NY-2004-01 |
NY |
FRP Rebar, Galvanizing |
Deck Slab, 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 |
John Burns |
(518) 431 4125 |
| 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 |
John Burns |
(518) 431 4125 |
| 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. |
Matt Shamis |
(614) 280 6847 |
| 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. |
Matt Shamis |
(614) 280 6847 |
| 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. |
Matt Shamis |
(614) 280 6847 |
| 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. |
Matt Shamis |
(614) 280 6847 |
| 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 |
Matt Shamis |
(614) 280 6847 |
| OH-1999-07 |
OH |
FRP Deck Panel, 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 |
Matt Shamis |
(614) 280 6847 |
| 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. |
Matt Shamis |
(614) 280 6847 |
| 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 |
Matt Shamis |
(614) 280 6847 |
| OH-2000-01 |
OH |
FRP Deck Panel, FRP Prestressing, FRP Rebar, High Performance Concrete |
Piles, 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 |
Matt Shamis |
(614) 280 6847 |
| 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 |
Matt Shamis |
(614) 280 6847 |
| 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 |
Matt Shamis |
(614) 280 6847 |
| 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 |
Matt Shamis |
(614) 280 6847 |
| 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 |
Matt Shamis |
(614) 280 6847 |
| 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 |
Calvin Karper |
(405) 605 6166 |
| OK-2001-02 |
OK |
Other |
None |
Hickory Creek Bridge |
Replacement - Utilizing High Performance Concrete in the bridge deck slab for reduced maintenance |
Calvin Karper |
(405) 605 6166 |
| 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 |
Calvin Karper |
(405) 605 6166 |
| 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 |
Calvin Karper |
(405) 605 6166 |
| 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 |
Calvin Karper |
(405) 605 6166 |
| 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. |
Tim Rogers |
(503) 587 4706 |
| 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 |
Tim Rogers |
(503) 587 4706 |
| 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. |
Tim Rogers |
(503) 587 4706 |
| 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 |
Tim Rogers |
(503) 587 4706 |
| 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 rall bascule span bridge; replace open grate deck with FRP composite deck system |
Tim Rogers |
(503) 587 4706 |
| 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 |
Tim Rogers |
(503) 587 4706 |
| 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 |
William E. Williams |
(717) 221 4542 |
| 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 |
William E. Williams |
(717) 221 4542 |
| 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 |
William E. Williams |
(717) 221 4542 |
| 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 |
William E. Williams |
(717) 221 4542 |
| 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. |
William E. Williams |
(717) 221 4542 |
| 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 |
William E. Williams |
(717) 221 4542 |
| 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 |
William E. Williams |
(717) 221 4542 |
| 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) |
William E. Williams |
(717) 221 4542 |
| PA-2004-02 |
PA |
High Performance Concrete, 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 |
William E. Williams |
(717) 221 4542 |
| 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 |
William E. Williams |
(717) 221 4542 |
| 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. |
Luis R. Sandoval |
(787) 766 5600 |
| 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 |
Luis R. Sandoval |
(787) 766 5600 |
| PR-2004-01 |
PR |
Clad Stainless Steel Rebars, FRP Deck Panel, FRP Rebar, Other |
Deck Slab, Superstructure, Abutments, 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 |
Luis Sandoval |
(787) 766 5600 |
| 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 |
Anthony Rotondo |
(401) 528 4566 |
| RI-2004-01 |
RI |
High Performance Concrete, High Performance Steel, Other |
Girders-Concrete I-Beams, Arch Tie Girder, 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 |
Anthony Rotondo |
(401) 528 4566 |
| 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 |
Gerald Schroeder |
(803) 765 5331 |
| 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 |
Gerald Schroeder |
(803) 765 5331 |
| 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 |
Gerald Schroeder |
(803) 765 5331 |
| 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 |
Gerald Schroeder |
(803) 765 5331 |
| SC-2003-01 |
SC |
Clad Stainless Steel Rebars, 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) |
Ken Johnson |
(803) 253 3880 |
| 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) |
Ken Johnson |
(803) 253 3880 |
| 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. |
Ken Johnson |
(803) 253 3880 |
| SD-2001-01 |
SD |
Clad Stainless Steel Rebars, 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 |
Mark J. Clausen |
(605) 224 7326 |
| 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 |
Mark J. Clausen |
(605) 224 7326 |
| 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 |
Mark J. Clausen |
(605) 224 7326 |
| 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 |
Mark J. Clausen |
(605) 224 7326 |
| 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 |
Tom Everett |
(615) 781 1111 |
| 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 |
Paul Sharp |
(615) 781 5762 |
| 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. |
Donald Harley |
(512) 916 5526 |
| 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 |
Donald Harley |
(512) 916 5526 |
| 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 |
Donald Harley |
(512) 916 5526 |
| TX-2001-02 |
TX |
High Performance Concrete, 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 |
Donald Harley |
(512) 916 5526 |
| 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. |
Peter Chang |
(512) 536 5920 |
| 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 |
Peter Chang |
(512) 536 5920 |
| 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 |
Peter Chang |
(512) 536 5920 |
| 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 |
Peter Chang |
(512) 536 5920 |
| 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 |
Peter Chang |
(512) 536 5920 |
| 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 |
Peter Chang |
(512) 536 5920 |
| 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 |
Peter Chang |
(512) 536 5920 |
| 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 |
Peter Chang |
(512) 536 5920 |
| 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. |
William Gedris |
(801) 963 0093 |
| 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). |
William Gedris |
(801) 963 0093 |
| 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 |
Paul Mooney |
(801) 963 0078 |
| UT-2002-01 |
UT |
Coating/Paint, 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 |
Russell Robertson |
(801) 963 0078 |
| 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 |
Russell Robertson |
(801) 963 0078 |
| UT-2004-01 |
UT |
High Performance Steel, MMFX Rebars |
Girders-Steel I-Beam, 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 foundatio |
Russell Robertson |
(801) 963 0078 |
| 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. |
Claude Napier |
(804) 775 3363 |
| 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. |
Claude Napier |
(804) 775 3363 |
| 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. |
Claude Napier |
(804) 775 3363 |
| 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. |
Claude Napier |
(804) 775 3363 |
| 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. |
Claude Napier |
(804) 775 3363 |
| 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; |
Claude Napier |
(804) 775 3363 |
| 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 |
Claude Napier |
(804) 775 3363 |
| VA-2001-01 |
VA |
Clad Stainless Steel Rebars, Solid Stainless Steel Rebars |
None |
Eastbound Twin Bridge, Westbound Twin Bridge |
Replacement - Twin bridges utilizing Clad and Solid Stainless Steel reinforc |
