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    <loc>https://www.garciabridge.com/about</loc>
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    <lastmod>2022-09-22</lastmod>
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      <image:title>About - Who We Are</image:title>
      <image:caption>Garcia Bridge Engineers (GBE), P. A. has been providing construction and specialty engineering services since its formation in July, 2004. Through our consulting, design and analysis of bridges and infrastructure, we create innovative structures and ensure the safety and longevity of existing structures. At Garcia Bridge Engineers, we’re designing bridges that will take us into the future safely. What We Do Much of our recent work has been in analysis, design, and construction in our home state of Florida. Our recent consulting experience includes the evaluation of a prestressed concrete girder bridge on S.R. 687 4th Street Bridge for demolition and calculations for the NASA Causeway Bridge replacement. We are currently providing specialty engineering services for Lee Composites, Inc. on the NASA Causeway Bridge replacement .</image:caption>
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      <image:title>About</image:title>
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  <url>
    <loc>https://www.garciabridge.com/our-team</loc>
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      <image:title>Our Team</image:title>
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  <url>
    <loc>https://www.garciabridge.com/contact</loc>
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      <image:title>Contact - Let’s Work Together Please provide some information on your project or goals and we’ll move the conversation on from there.</image:title>
      <image:caption>Location 1018 Thomasville Rd #105A, Tallahassee, FL 32303. Contact Us (850) 531-0005 amgarcia@garciabridge.com Hours Mon. - Fri. 9am - 5pm</image:caption>
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    <loc>https://www.garciabridge.com/home</loc>
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    <loc>https://www.garciabridge.com/home/recent-projects</loc>
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    <lastmod>2022-06-27</lastmod>
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      <image:loc>https://images.squarespace-cdn.com/content/v1/62742b8ba31dda58edda5955/2d8cea9d-8212-4476-a106-083f5f1fd1d0/Screen+Shot+2022-06-27+at+10.38.53+AM.png</image:loc>
      <image:title>Home - Recent Projects - SR 44 over St John’s River Bridge Replacement</image:title>
      <image:caption>FDOT project T5706 is a $44 million bridge replacement of the existing Francis P Whitehead bascule bridge on SR 44 over the St Johns River. This project is located on the border of Lake County and Volusia County in FDOT District 5. The new bridge is a 2-lane mid-rise bridge with a 12’ shared use path. The bridge consists of 10 spans totaling 1,656 LF long. To facilitate the construction of the bridge within the limits of the river, a temporary work trestle designed by GBE was constructed. The main leg of the trestle is 7 spans and stick out 245 LF into the river. There is also one finger coming off the main leg that is 2 spans and approximately 70 LF long. Each pier of this trestle is constructed using 24” pipe pile that averaged about 120 feet long. This temporary work bridge is designed to carry the weight of a fully loaded crane which minimizes the need for barges.</image:caption>
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      <image:title>Home - Recent Projects</image:title>
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  <url>
    <loc>https://www.garciabridge.com/home/awards</loc>
    <changefreq>monthly</changefreq>
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    <lastmod>2022-05-27</lastmod>
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      <image:title>Home - Awards</image:title>
      <image:caption>For the Monterrey Metro Line 2 (Mexico), we redesigned a segmental viaduct for the Monterrey Metro (Light Rail) system that had been awarded to the contractor, Garza-Ponce. The total length of the project was 6.6 Km. with approximately 200 spans and 6 stations. Typical spans are 121 feet long and 30 feet wide. The was erected by span-by-span method using an overhead, self-launching gantry. The substructure foundations are supported by drilled shafts. Co-winner of PCI’s Best Non-Highway Bridge Award, 2009. ACEC New York, Diamond Award for Engineering Excellence, March 2010.PCI’s Robert J. Lyman Award, September 2010.</image:caption>
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      <image:caption>Capitol Cascades Park follows along the St. Augustine Branch stream bed in Tallahassee, Florida. Segment Two of the Capitol Cascades Trail greenway project is located on the southeast end of downtown and is about 0.66 miles in length. This park will serve dual purposes; to increase storm water storage capacity and provide green space for downtown residents. Segment Two has been recognized as the centerpiece of the Capitol Cascades Trail greenway project and is bordered by the Franklin Boulevard and Pensacola Street intersection on the north, and South Monroe Street on the southwest. Garcia Bridge Engineers, as part of the design team, was tasked with the design of all the project's structural components. These include the Boca Chuba channel shown in the photo with the steel sheet piling, numerous reinforced concrete cantilevered walls, two signature pedestrian bridges, and the amphitheater area between the two bridges.</image:caption>
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      <image:title>Home - Awards</image:title>
      <image:caption>Featured in American Society of Civil Engineers in June 2014.</image:caption>
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      <image:title>Home - Awards - Make it stand out</image:title>
      <image:caption>Whatever it is, the way you tell your story online can make all the difference.</image:caption>
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      <image:title>Home - Awards</image:title>
      <image:caption>For the Doctor's Inlet project, near Jacksonville, FL, Garcia Bridge Engineers provided the FDOT with the necessary calculations showing that the existing AASHTO girder bridge, with a 7 1/2" reinforced concrete deck, was capable of resisting Archer Western's extremely large crane, weighing 200 tons, used to drive piles and set beams for the widening of the existing bridge to the inside.</image:caption>
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      <image:title>Home - Awards - Make it stand out</image:title>
      <image:caption>Whatever it is, the way you tell your story online can make all the difference.</image:caption>
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      <image:caption>For the widening of I-95 in the Lake Worth area, Astaldi Construction Corporation desired using a Mi-Jack gantry to deliver beams for the widening of I-95 to the interior. The total weight of the gantry, including an erection girder, placed a load of 77,600 lbs. under each tire. The thickness of the existing bridge deck is 7 inches and the distance between the supporting AASHTO IV girders ranged from 7 to 11 feet. Garcia Bridge Engineers provided all the analysis to the FDOT showing that the loads could be handled adequately by the existing deck. GBE also designed the erection girder shown in the photo. The project was successfully completed in the summer of 2007.</image:caption>
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