Wagoner Navigational Channel Bridge - Wagoner, Oklahoma
The Wagoner Oklahoma – Navigational Channel project included an 804-foot-long bridge construction. Two protection cells were constructed to prevent bridge damage from navigational traffic. The bridge itself included 706 lineal feet of precast beams, 838 cubic yards of class AA concrete, 701 cubic yards of class A concrete, and 1,727 lineal feet of concrete parapet wall. The bridge project utilized 1,123,810 pounds of structural steel, 261,000 pounds of reinforcing steel and 1,842 lineal feet of steel piling. Additionally, 500 lineal feet of drill shafts, and 4,000 tons of rip rap were used. Navigational lighting was also installed.
Wagoner Navigational Channel Bridge - Wagoner, Oklahoma
The Wagoner Oklahoma – Navigational Channel project included an 804-foot-long bridge construction. Two protection cells were constructed to prevent bridge damage from navigational traffic. The bridge itself included 706 lineal feet of precast beams, 838 cubic yards of class AA concrete, 701 cubic yards of class A concrete, and 1,727 lineal feet of concrete parapet wall. The bridge project utilized 1,123,810 pounds of structural steel, 261,000 pounds of reinforcing steel and 1,842 lineal feet of steel piling. Additionally, 500 lineal feet of drill shafts, and 4,000 tons of rip rap were used. Navigational lighting was also installed.
Cherokee Nation, Euchee Road and Bridge over Spavinaw Creek - Jay, Oklahoma
This project included construction of roadway embankment, paving and a bridge for the Cherokee Nation of Oklahoma. The existing Euchee Road bridge over Spavinaw Creek (200 yards downstream from the base of Lake Euchee Dam spillway) was replaced with a modern bridge facility. Extreme construction methods were utilized to protect Spavinaw Creek from construction work and debris. Spavinaw Creek feeds Lake Spavinaw, which is a City of Tulsa drinking water source. Construction methods further required unique consideration of surrounding work site as the entire length of project resides in a Wildlife Management Area.
Gilcrease Interchange - Tulsa, Oklahoma
The U.S. 75 and State Highway 11 “Gilcrease Interchange” project is a westerly extension of SH-11 from U.S. 75 to Lewis Avenue. The project consisted of five bridges, two large reinforced box culverts, excavation (278,000 cubic yards), borrow dirt (555,000 cubic yards), 10-inch concrete pavement (72,500 square yards), removal and reconstruction of Lewis Avenue, and one MSE Retaining Wall (8,600 square feet).
96th & South Sheridan Bridge (#994813) - Tulsa, Oklahoma
This project is located on South Sheridan Road over Fry Ditch Creek. The project included 1,676 linear feet of roadway length, 690 linear feet of channel length, one triple cell reinforced concrete box (3 – 10’ x 17’ x 80’) composed of 642 cubic yards of class AA concrete, 601 cubic yards of class A concrete used in the concrete channel, 151,546 lbs. of reinforcing steel, 13,287 cubic yards of excavation, 1,401 linear feet of reinforced concrete pipe, 1,898 linear feet of combined curb and gutter, and 771 square yards of grouted rip rap.
96th & South Sheridan Bridge (#994813) - Tulsa, Oklahoma
This project is located on South Sheridan Road over Fry Ditch Creek. The project included 1,676 linear feet of roadway length, 690 linear feet of channel length, one triple cell reinforced concrete box (3 – 10’ x 17’ x 80’) composed of 642 cubic yards of class AA concrete, 601 cubic yards of class A concrete used in the concrete channel, 151,546 lbs. of reinforcing steel, 13,287 cubic yards of excavation, 1,401 linear feet of reinforced concrete pipe, 1,898 linear feet of combined curb and gutter, and 771 square yards of grouted rip rap.
US 69 Bridge over State Highway 9 - Eufaula, Oklahoma
This project was awarded the prestigious Oklahoma Department of Transportation (ODOT) Pharaoh Award. The project included the construction of a 115-foot-wide, 340-foot-long bridge. The bridge included 5,392 lineal feet of 72-inch precast bulb tee beams, 1,442 cubic yards of class AA concrete, 480 vertical feet of 6-foot drill shaft, and 336,230 pounds of reinforcing steel. The job also included 25,133 cubic yards of unclassified excavation, 15,109 square yards of 12-inch concrete paving, and 2,500 linear feet of precast concrete median barrier.
Tisdale/Apache Interchange (#966125) - Tulsa, Oklahoma
This project is located north of downtown Tulsa on the Tisdale Expressway over Apache Street. The bridge contract consisted of two 218-foot-long, 40-foot-wide bridges. These bridges included 2,608 linear feet of type IV precast concrete beams, 473 cubic yards of class AA concrete, 1,032 cubic yards of class A concrete, 1,255 cubic yards of CLSM backfill, 1,200 linear feet of concrete parapet wall, 2,021 square yards of 5-inch slope wall, and 227,484 pounds of reinforcing steel.
Tisdale/Apache Interchange (#966125) - Tulsa, Oklahoma
This project is located north of downtown Tulsa on the Tisdale Expressway over Apache Street. The bridge contract consisted of two 218-foot-long, 40-foot-wide bridges. These bridges included 2,608 linear feet of type IV precast concrete beams, 473 cubic yards of class AA concrete, 1,032 cubic yards of class A concrete, 1,255 cubic yards of CLSM backfill, 1,200 linear feet of concrete parapet wall, 2,021 square yards of 5-inch slope wall, and 227,484 pounds of reinforcing steel.
Tisdale/Apache Interchange (#966125) - Tulsa, Oklahoma
This project is located north of downtown Tulsa on the Tisdale Expressway over Apache Street. The bridge contract consisted of two 218-foot-long, 40-foot-wide bridges. These bridges included 2,608 linear feet of type IV precast concrete beams, 473 cubic yards of class AA concrete, 1,032 cubic yards of class A concrete, 1,255 cubic yards of CLSM backfill, 1,200 linear feet of concrete parapet wall, 2,021 square yards of 5-inch slope wall, and 227,484 pounds of reinforcing steel.
ODOT I-44 Southbound, Red River Crossing - Burkburnett, Texas
This project included demolition of an existing bridge and construction of a new 3,918-foot-long bridge. The project included 15,600 feet of prestressed concrete beams (Type IV), 3,509 cubic yards of class AA concrete (bridge deck), 1,475 cubic yards of class A concrete (Piers, Abutments), 5,164 feet of 48 inch diameter drilled shafts (single cased method), 7,968 foot concrete parapet wall (bridge), 1,289,704 pounds of reinforcing steel and extensive quality control & assurance program (including use of Concrete Maturity Meters), including bridge deck smoothness profilographing.
Hot Springs Bypass US Hwy 270 & Central Avenue Bridge - Hot Springs, Arkansas
This was a complete redesign and reconstruction of two major interchanges in the heart of Hot Springs, Arkansas. Work included embankments for three bridges. Two of the bridges, approximately 80 feet and 90 feet in length, were constructed over a city street to go around eastbound U.S. 70 traffic, onto and off of U.S. 270. The main bridge was approximately 1,900 feet in length, 65 feet high, and routed west bound traffic on U.S. 70 to the southern bypass, U.S. 270.
Highway 70 East Interchange Grading & Structures - Hot Springs, Arkansas
Highway 70 East Interchange Grading & Structures - Hot Springs, Arkansas
I-40 Bridge Replacement - Saint Francis County, Arkansas
This project included the construction of two bridges on I-40 east of Forest City, Arkansas. The east bridge included piles driven to depths of 50- and 70-feet and were encapsulated in concrete above the ground line. The bridge is designed to withstand earthquakes. Work also included the demolition of the original west bound bridge and construction of a new replacement bridge.
North & South Bridges 453.2 over Us 60 and 453.5 over the Canadian River - Canadian, Texas
This project included the addition of three new bridges for Burlington Northern Santa Fe Railway’s massive “double-track” project (Los Angeles to Chicago) at Canadian, Texas. Each of the bridges consisted of pier foundations on massive driven h-piling groups. Approximately 45,000 lineal feet of steel piling was driven on this project. Pier footings were designed approximately 12 feet below existing grade, which resulted in each of 15 footings to be excavated, coffered (sheet piling cofferdam), and dewatered. Pier construction occurred predominately during very cold Texas Panhandle winter weather conditions, requiring all massive cast-in-place concrete sections to be insulated and heated for multiple days at a time.
North & South Bridges 453.2 over Us 60 and 453.5 over the Canadian River - Canadian, Texas
This project included the addition of three new bridges for Burlington Northern Santa Fe Railway’s massive “double-track” project (Los Angeles to Chicago) at Canadian, Texas. Each of the bridges consisted of pier foundations on massive driven h-piling groups. Approximately 45,000 lineal feet of steel piling was driven on this project. Pier footings were designed approximately 12 feet below existing grade, which resulted in each of 15 footings to be excavated, coffered (sheet piling cofferdam), and dewatered. Pier construction occurred predominately during very cold Texas Panhandle winter weather conditions, requiring all massive cast-in-place concrete sections to be insulated and heated for multiple days at a time.
North & South Bridges 453.2 over Us 60 and 453.5 over the Canadian River - Canadian, Texas
This project included the addition of three new bridges for Burlington Northern Santa Fe Railway’s massive “double-track” project (Los Angeles to Chicago) at Canadian, Texas. Each of the bridges consisted of pier foundations on massive driven h-piling groups. Approximately 45,000 lineal feet of steel piling was driven on this project. Pier footings were designed approximately 12 feet below existing grade, which resulted in each of 15 footings to be excavated, coffered (sheet piling cofferdam), and dewatered. Pier construction occurred predominately during very cold Texas Panhandle winter weather conditions, requiring all massive cast-in-place concrete sections to be insulated and heated for multiple days at a time.
WFEC Railroad Company Bridge Over US 70 - Ft. Towson, Oklahoma
Future (planned) widening of US-70 (East-West) for Project 706 required the removal of Western Farmer & Electric Company's North Railroad Bridge Span (60-foot thru-plate girder) and replacement with a 130-foot thru-plate girder span (including precast concrete ballast decking and new north abutment). Removal of the existing 60-foot span was made in one lift and transported (while still assembled) to the WFEC Ft. Towson Plant. The replacement span was fabricated, fully shop assembled, disassembled, and then transported to the project from Van Buren, Arkansas.
WFEC Railroad Company Bridge Over US 70 - Ft. Towson, Oklahoma
Future (planned) widening of US-70 (East-West) for Project 706 required the removal of Western Farmer & Electric Company's North Railroad Bridge Span (60-foot thru-plate girder) and replacement with a 130-foot thru-plate girder span (including precast concrete ballast decking and new north abutment). Removal of the existing 60-foot span was made in one lift and transported (while still assembled) to the WFEC Ft. Towson Plant. The replacement span was fabricated, fully shop assembled, disassembled, and then transported to the project from Van Buren, Arkansas.
City of Bartlesville, Silver Lake Road Extension - Bartlesville, Oklahoma
This City of Bartlesville, Oklahoma, project included construction of a three-span bridge, 12' x 12' box culvert and approximately one half mile of new asphalt road. The project was an extension of Silver Lake Road in Bartlesville from Adams Boulevard to Frank Phillips Drive.
US 60 Bridge Replacement - Nowata, Oklahoma
This Oklahoma Department of Transporation project included replacement of the bridge on U.S. 60, east of Nowata, Oklahoma, in Nowata County. The job consisted of a temporary detour and replacement of a three-span bridge over Salt Creek as well as approximately ¼ mile of new asphalt pavement with shoulders.
US 70 Bridge Over Lake Raymond Gary - Ft. Towson, Oklahoma
This project was an $11 million, 3.14-mile reconstruction of U.S. 70 in Choctaw County, Oklahoma, with five new bridge structures. The predominant structure was a new 210-foot, three-span bridge over Lake Raymond Gary near the town of Ft. Towson, which was constructed in two phases. The project consisted of earthwork, drainage structures, aggregate base, asphalt paving and curb and gutter, in association with the bridges.
New I-55 & I-30 Interchange - West Memphis, Arkansas
This new bridge interchange between I-55 and I-530 is located north of West Memphis, Arkansas, connecting Memphis, Tennessee with Northwest Arkansas.
Oklahoma State Highway 70 Bridge over Kiamichi River - Choctaw County, Oklahoma
This project includes the construction of a new bridge on Oklahoma State Highway 70 over the Kiamichi River and demolition of the original bridge.
McCain Boulevard Turn-around Bridge Overpass - Little Rock, Arkansas
The McCain Boulevard turn-around is billed as the most unique bridge in Arkansas.
Malvern Highway Bridge - Malvern, Arkansas
This project included the construction of the Malvern Highway bridge over the Quachita River, replacing a flooded-out bridge from 1890.
I-40 Cross-town - Oklahoma City, Oklahoma
The new I-40 cross-town bridge included the mainline Burlington Northern Santa Fe railroad servicing AMTRAC which travels daily over the new bridge. Weighing over 300,000 pounds each, the girders for this project are the largest girders erected west of the Mississippi River.
Broken Arrow Expressway 145th East Avenue Bridge - Tulsa, Oklahoma
Woodward Lake Bridge Repair - Camden, Arkansas
This project was to replace a 105-foot end section of a bridge over Woodard Lake on Highway 79 north of Camden, Arkansas. The bridge is a reinforced concrete slab and included new piles, concrete and asphalt approaches including guardrail.
Arkansas State Highway 25 Bridge over I-40 - Conway, Arkansas
This new bridge over Interstate-40 provided new access to I-40 for the city of Conway, Arkansas.
Cypress Creek Bridge - Nevada County, Arkansas
This bridge project stretches 310 feet over Cypress Creek in Nevada County, Arkansas. The bridge was a 10-span precast concrete structure and included concrete piling, pile caps, grading, aggregate surfacing and related erosion control and safety items.
Bridge 4820 Mabelvale Pike - Little Rock, Arkansas
This project was a reconstruction and widening of a major urban drive in Little Rock, Arkansas. The bridges were all concrete slab structures and included major grading, asphalt and related urban construction items.
Bridge 4821 Mabelvale Pike - Little Rock, Arkansas
This project was a reconstruction and widening of a major urban drive in Little Rock, Arkansas. The bridges were all concrete slab structures and included major grading, asphalt and related urban construction items.
Bridge 4822 Mabelvale Pike - Little Rock, Arkansas
This project was a reconstruction and widening of a major urban drive in Little Rock, Arkansas. The bridges were all concrete slab structures and included major grading, asphalt and related urban construction items.
US Highway 270 Bypass Bridge Over I-30 - Malvern, Arkansas
This new bridge over Interstate-40 provided new access to Interstate-30 for the new Malvern Bypass (Highway 270).
US Highway 270 Bypass over Union Pacific Railroad Bridge - Malvern, Arkansas
This new bridge over the Union Pacific Railroad was a part of the new Malvern Bypass (Highway 270).