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-- Host: localhost    Database: condotte
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-- Table structure for table `awards`
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CREATE TABLE `awards` (
  `title` varchar(200) NOT NULL,
  `info` text NOT NULL,
  `year` varchar(20) NOT NULL,
  `id` int(11) NOT NULL AUTO_INCREMENT,
  PRIMARY KEY (`id`)
) ENGINE=InnoDB AUTO_INCREMENT=34 DEFAULT CHARSET=latin1;

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-- Dumping data for table `awards`
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INSERT INTO `awards` VALUES ('Latin Builders Association','<p>General Contractor of the Year</p>','1992',8),('Portland Cement Association (PCA)','<p>Concrete Bridge Award of Excellence for Acosta Bridge over the St. Johns River</p>','1994',9),('Florida Transportation Builders Association (FTBA)','<p>Outstanding Major Bridge Project - Acosta Bridge Jacksonville, Florida</p>','1995',10),('Delaware Department of Trnasportation','<p>Recogintion of Excellent Performance in the area of Project Contruction for the 1995 Bridge Project SR1 C&amp;D Canal Bridge</p>','1995',11),('American Segmental Bridge Institute (ASBI)','<p>Chiaffredo Bellero - Leadership Award - For over 30 years of concrete segmental Bridge Construction Leadership in Europe, Africa, South America and in the US.&nbsp;</p>','1996',12),('American Concrete Institute International (ACI)','<p>1996 Grand Prize Award for Concrete Bridges/Highways for Excellence in Concrete Design and Construction for Chesapeake and Delaware Canal Bridge</p>','1996',13),('National Quality Initiative (NQI)','<p>1997 National Finalist for Quality Construction of State Route 1 over the Chesapeake &amp; Delaware Canal at St. George, Delaware</p>','1997',14),('American Segmental Bridge Institute (ASBI)','<p>Leadership Award - Outstanding accomplishments in Construction Management of Concrete Segmental and Cable-Stayed Bridge Projects</p>','1998',15),('Florida Transportation Builders Association (FTBA)','<p>Outstanding Major Bridge Project - Roosevelt Bridge Stuart, Florida</p>','1998',16),('Flour Daniel, Inc.','<p>Conway Bypass Project - Zero Accidents Award</p>','1998',17),('Portland Cement Association (PCA)','<p>Concrete Bridge Award of Excellence for Roosevelt Bridge</p>','1998',18),('Environmental Consulting Services (ECS)','<p>The Green Contractor Award - In recognition of commitment of the management of environmental risk in the construction industry</p>','2000',19),('National Partnership for Highway Quality (NPHQ)','<p>National Achievement Award 2001 State Winner for Quality Highway Work South Carolina Department of Transportation Conway Bypass Project.</p>','2001',20),('Florida Department of Transportation','<p>Recognition of Condotte\'s Outstanding Performance on the SR 826 Palmetto Expressway from NW 103 St. to NW 122 Street Project</p>','2002',21),('Florida Transportation Builders Association (FTBA)','<p>Outstanding Major Bridge Project - Palmetto Expressway &amp; 103 St. Miami, Florida</p>','2003',22),('Florida International University - Scholarship Acknowledgement','','2003',23),('Florida Transportation Builders Association (FTBA)','<p>Outstanding Major Bridge Project - Krome Avenue &amp; Tamiami Trail Miami, Florida</p>','2004',24),('Florida Transportation Builders Association (FTBA)','<p>Community Awareness - N.W. 154 Street @ SR826</p>','2007',25),('National Steel Bridge Alliance (NSBA)','<p>MERIT - Westbound SR 836 Over H.E.F.T. Category &nbsp;- Medium Span</p>','2007',26),('FTBA Safety Award','<p>Award for Superior Achievement for an Outstanding Safety Record</p>','2008 - 2012',27),('DBIA Florida Region Design Build Transportation Project of the Year','<p>SR 826 from N. of Bird Rd. to Sunset Dr. Interchanges with SR 874, Miller Dr. &amp; Bird Rd. (Section 2)</p>','2012',28),('ASCE Project of the Year','<p>Miami-Dade Chapter &amp; Florida Chapter, Palmetto Section 2 Project</p>','2012-2013',29),('FTBA Statewide \"Best in Construction\" Minor Bridge Category Award','<p>SR112 Miami-Dade Chapter, Palmetto Section 2 Project</p>','2013',30),('Latin Builders Association \"Engineering Contractor of the Year\"','','2013',31),('American Segmental Bridge Institute (ASBI) - Bridge Award of Excellence','<p>Awarded for the FDOT Palmetto Section 5 - SR-826/SR-836 Segmental Bridge Flyovers</p>','2015',32),('American Segmental Bridge Institute (ASBI) - Bridge Award of Excellence','<p>Sidney Lanier Bridge</p>','2005',33);

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-- Table structure for table `core`
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CREATE TABLE `core` (
  `value` varchar(30) NOT NULL,
  `info` text NOT NULL,
  `id` int(11) NOT NULL AUTO_INCREMENT,
  PRIMARY KEY (`value`),
  UNIQUE KEY `id_2` (`id`),
  UNIQUE KEY `value` (`value`),
  KEY `id` (`id`)
) ENGINE=InnoDB AUTO_INCREMENT=7 DEFAULT CHARSET=latin1;

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INSERT INTO `core` VALUES ('Care for Employees(Co-Workers)','<p><span style=\"color: #333333; font-family: \'Source Sans Pro\', \'Helvetica Neue\', Helvetica, Arial, sans-serif;\"><span style=\"font-size: 14px; line-height: 20px;\">Condotte maintains a workplace based on the principle that all of its employees are part of a team working towards the success of company. Open communications and respect for others strengthen our teamwork approach to achieve definable project and corporate goals. Condotte cares for its employees and demands for all employees to care for their co-workers.</span></span></p>',1),('Innovation','<p><span style=\"color: #333333; font-family: \'Source Sans Pro\', \'Helvetica Neue\', Helvetica, Arial, sans-serif; font-size: 14px; line-height: 20px;\">Condotte strives to improve on its processes and technologies in order to provide the best solution for the projects. This innovative spirit leads to a best value approach that combines economics, efficiency, schedule, durability and sustainability into our work. Our focus on the continuous Improvements to our internal processes and controls provides direct benefits to our employees and clients.</span></p>',2),('Integrity','<p><span style=\"color: #333333; font-family: \'Source Sans Pro\', \'Helvetica Neue\', Helvetica, Arial, sans-serif; font-size: 14px; line-height: 20px;\">Condotte strives to foster an environment of trust that is based on ethical behavior, honesty and respect. We strongly believe that this behavior leads to an open communication amongst employees and the client which benefits the project delivery and company\'s performance.</span></p>',3),('Quality','<p><span style=\"color: #333333; font-family: \'Source Sans Pro\', \'Helvetica Neue\', Helvetica, Arial, sans-serif; font-size: 14px; line-height: 20px;\">Our client and the community deserve high quality long lasting projects. Condotte strives to continually improve our quality of workmanship through collaboration amongst inter-department team leaders and industry experts. Quality will never be sacrificed.</span></p>',4),('Safety','<p><span style=\"color: #333333; font-family: \'Source Sans Pro\', \'Helvetica Neue\', Helvetica, Arial, sans-serif; font-size: 14px; line-height: 20px;\">The safety of our employees, co-workers, subcontractors and the public is of utmost importance. Condotte believes strongly that our investment in safety is our wisest investment that we can make. Through education, awareness, inspections, audits and proper planning we establish a safe work place.</span></p>',5),('Service To Our Client','<p><span style=\"color: #333333; font-family: \'Source Sans Pro\', \'Helvetica Neue\', Helvetica, Arial, sans-serif; font-size: 14px; line-height: 20px;\">Condotte is dedicated and committed to establish and maintain long term relationships with our clients. To achieve this, we will ensure that our client is satisfied with our service, attitude and professionalism. Our team will be committed to meeting all contractual requirements. We pride ourselves in the work that we do and will do the right thing.</span></p>',6);

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-- Table structure for table `featured`
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CREATE TABLE `featured` (
  `number` varchar(30) NOT NULL
) ENGINE=InnoDB DEFAULT CHARSET=latin1;

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INSERT INTO `featured` VALUES ('91-002'),('99-001'),('08-002'),('97-003'),('94-006'),('92-001');

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-- Table structure for table `jobs`
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CREATE TABLE `jobs` (
  `title` varchar(200) NOT NULL,
  `info` text NOT NULL,
  `requirements` text NOT NULL,
  `id` int(11) NOT NULL AUTO_INCREMENT,
  PRIMARY KEY (`id`)
) ENGINE=InnoDB AUTO_INCREMENT=7 DEFAULT CHARSET=latin1;

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-- Dumping data for table `jobs`
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INSERT INTO `jobs` VALUES ('Equipment Operator - Broward County, FL','<p>This is a safety sensitive position.</p>\r\n<p>This Company is an equal employment opportunity employer. &nbsp;We adhere to a policy of making employment&nbsp;decisions without regard to race, color, religion, sex, national origin, age, marital status, veteran status, genetic traits, medical conditions, disability or any other protected category. &nbsp;We assure you that your possibility of employment depends solely on your qualifications.&nbsp;</p>','<p>Experienced Dozer, Excavator, Loader Operators needed for Highway Construction Project in Broward County, FL.</p>\r\n<p>Contact: &nbsp;Mrs. Belinda Hernandez @ 305-670-7585 or send application via email to careers@condotteamerica.com or fax application to 305-670-7462</p>',6);

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-- Table structure for table `news`
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CREATE TABLE `news` (
  `title` varchar(300) NOT NULL,
  `fecha` date NOT NULL,
  `info` text NOT NULL,
  `id` int(11) NOT NULL AUTO_INCREMENT,
  `imvid` varchar(200) NOT NULL,
  PRIMARY KEY (`id`)
) ENGINE=InnoDB AUTO_INCREMENT=108 DEFAULT CHARSET=latin1;

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-- Dumping data for table `news`
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INSERT INTO `news` VALUES ('ASBI Awards SR-826 / SR-836 Flyover Segmental Bridges the 2015 Bridge Award of Excellence','2015-11-02','<p>The American Segmental Bridge Institute (ASBI) awarded the 2015&nbsp;Bridge Award of Excellence to the Palmetto Section 5 (SR-826/SR-836 Interchange) Project to the Florida Department of Transportation. &nbsp;Condotte America, Inc., an ASBI member, was represented by Mr. Enrique I. Espino, P.E., Chairman, and Mr. Andres G. Mendoza, P.E., President. &nbsp;Other ASBI Members present at the awards ceremony that were part of the project team included Finley Engineering Group, VSL and Rizzani di Eccher. &nbsp;Receiving the award for the FDOT was Mr. Mario Cabrera, P.E., District Construction Engineer. &nbsp;Also present were former District Construction Engineer, Mr. Mark Croft, P.E. and the Project Administrator, Mr. Raul Vega of AIM Engineering.</p>\r\n<p>The Palmetto Section 5 project is a $559 Million Design Build Finance Project located in Miami-Dade County, FL. &nbsp;For more information on the project, please visit the Featured Projects section of this website.</p>',105,'56426fafc1d7d.jpg'),('Design Build Institute of America - Florida Region Award','2017-09-15','<p><strong>SR 826 (Palmetto Expressway)/SR 836 (Dolphin Expressway) Interchange Improvements has won Best Overall in the Transportation Roadways Category for the 2017 Florida Region Design-Build Awards.</strong></p>\r\n<p>Condotte America was proud to be part of the Community Condotte de Moya Joint Venture design build team which completed the $569M design build project in 2016. &nbsp;This award is earned due to the dedication and teamwork of the Design Build Team including our employees, partners, designers, subcontractors and the client - The Florida Department of Transportation. &nbsp;The lead designer was BCC Engineering who was supported by primary designers Stantec and Finley Engineering. &nbsp;&nbsp;</p>',107,'59bc2943ec818.jpg');

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-- Table structure for table `officers`
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CREATE TABLE `officers` (
  `name` varchar(230) NOT NULL,
  `title` varchar(50) NOT NULL,
  `info` text NOT NULL,
  `image` varchar(80) NOT NULL,
  `id` int(11) NOT NULL AUTO_INCREMENT,
  `email` varchar(200) NOT NULL,
  `director` varchar(10) NOT NULL,
  `officer` varchar(10) NOT NULL,
  `orden` smallint(6) NOT NULL,
  PRIMARY KEY (`id`)
) ENGINE=InnoDB AUTO_INCREMENT=19 DEFAULT CHARSET=latin1;

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-- Dumping data for table `officers`
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INSERT INTO `officers` VALUES ('Luciano Lo Giudice','Vice President - Treasurer','','55c3ce55e2e98.jpg',7,'llogiudice@condotteamerica.com','yes','yes',4),('Brent Marley, P.E.','Vice President - Director of Engineering, Planning','','55c3cd8b373de.jpg',8,'bmarley@condotteamerica.com','','yes',6),('Jorge A. Miranda','Vice President of Estimating','','55c3ce23eb267.jpg',9,'jmiranda@condotteamerica.com','yes','yes',4),('Laura Alonso','Assistant Corporate Secretary','','',11,'lalonso@condotteamerica.com','','yes',9),('Andres G. Mendoza, P.E.','President','<p class=\"p1\"><span style=\"font-size: 10pt;\">Andres has served as President of Condotte America, Inc. since May 2015.&nbsp; He started his career at Condotte America as a field engineer in 1991.&nbsp; Throughout his career Andres has worked on transportation projects that include interchanges, bridges, mass transit systems, highways and urban roadways ranging from $2 Million up to $569 Million.&nbsp; He has worked on bid-build, design-bid-build and design-build-finance projects in Florida and Mid-Atlantic Region.&nbsp; His career path has included roles as Field Engineer, Project Engineer, Project Manager, Joint Venture Project Director, Contracts Manager and Executive Vice President.</span></p>\r\n<p class=\"p1\"><span style=\"font-size: 10pt;\">Andres is a current member of the BB&amp;T Local Advisory Board and a director for the Florida Transportation Builder&rsquo;s Association.&nbsp; He is a past president and director of the Engineering Contractors Association of South Florida.</span></p>\r\n<p>&nbsp;<span style=\"font-size: 10pt;\">Andres is a professional engineer licensed in the States of Florida and Virginia.&nbsp; He is a graduate of the University of Florida with a Bachelors in Civil Engineering.&nbsp; Andres is a former rower for the University of Miami Men&rsquo;s Varsity Crew team.</span></p>','',16,'amendoza@condotteamerica.com','yes','yes',2),('Adriano Volpi','Director of Construction Operations','','',17,'avolpi@condotteamerica.com','','yes',8),('Mariano Aprea','Director','','',18,'maprea@condotteamerica.com','yes','no',1);

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-- Table structure for table `page`
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CREATE TABLE `page` (
  `pID` varchar(100) NOT NULL,
  `title` varchar(100) NOT NULL,
  `info` text NOT NULL,
  UNIQUE KEY `pID_2` (`pID`),
  KEY `pID` (`pID`)
) ENGINE=InnoDB DEFAULT CHARSET=latin1;

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-- Dumping data for table `page`
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INSERT INTO `page` VALUES ('areas','Primary Areas','<ul>\r\n<li><span style=\"font-size: 14pt; font-family: Calibri, serif; line-height: 100%;\">North America</span></li>\r\n<li><span style=\"font-size: 14pt; font-family: Calibri, serif; line-height: 100%;\">Florida</span></li>\r\n<li><span style=\"font-size: 14pt; font-family: Calibri, serif; line-height: 100%;\">Delaware</span></li>\r\n<li><span style=\"font-size: 14pt; font-family: Calibri, serif; line-height: 100%;\">Georgia</span></li>\r\n<li><span style=\"font-size: 14pt; font-family: Calibri, serif; line-height: 100%;\">Maryland</span></li>\r\n<li><span style=\"font-size: 14pt; font-family: Calibri, serif; line-height: 100%;\">South Carolina</span></li>\r\n<li><span style=\"font-size: 14pt; font-family: Calibri, serif; line-height: 100%;\">Virginia</span></li>\r\n</ul>\r\n<p>&nbsp;</p>\r\n<p style=\"margin-bottom: 0in; line-height: 100%;\">&nbsp;</p>'),('awards','Awards & Recognitions',''),('culture','Our Culture','<div><span style=\"font-size: 12pt;\"><span style=\"font-family: Calibri, serif;\">Founded in 1987, Condotte America&nbsp;is a heavy highway contractor specializing in the construction of complex transportation projects that include roadway, bridges, interchanges, mass transit, and tolling facilities. In short, we build the roads and bridges that connect our families, our communities, and our nation. In doing so, c</span><span style=\"font-family: Calibri, serif;\">lient satisfaction is of primary importance to us and our record reflects our emphasis on understanding our client needs in order to exceed their expectations. We achieve such c</span><span style=\"font-family: Calibri, serif;\">onsistent and excellent performance thru key aspects of our culture and philosophy:&nbsp;</span></span><span style=\"font-size: 12pt;\">&nbsp;&nbsp;</span>&nbsp;</div>\r\n<blockquote>\r\n<ul>\r\n<li>\r\n<p><span style=\"font-family: Calibri, serif; font-size: 12pt;\"><strong>UNDERSTANDING WHAT DRIVES VALUE FOR OUR CLIENTS&nbsp;</strong>- In every job, from day one, we quickly establish&nbsp;open communication and mutual trust in order to clearly understand what is important to&nbsp;our&nbsp;customers and what opportunities we have to help them achieve their own project goals.</span></p>\r\n</li>\r\n<li>\r\n<p><span style=\"font-family: Calibri, serif; font-size: 12pt;\"><strong>PARTNERING RELATIONSHIPS&nbsp;</strong>- A successful project requires a strong partnership amongst the project team including the client, prime contractor, engineer, subcontrators and local stakeholders. &nbsp;Our strong partnering relationship is documented by the fact that Condotte America has never litigated a dispute against its clients. Our ultimate goal is to enjoy with our clients a win-win resolution to any issue that may arise. </span></p>\r\n</li>\r\n<li>\r\n<p><span style=\"font-family: Calibri, serif; font-size: 12pt;\"><span style=\"font-family: Calibri, serif; font-size: 12pt;\"><strong>SAFETY IS JOB ONE </strong>- Delighting our clients, getting things done and finding creative solutions to complex chalnnges drives us every day. But nothing takes precedence over the safety of our employees, our work sites, and the Public. </span></span></p>\r\n</li>\r\n<li>\r\n<p><span style=\"font-family: Calibri, serif; font-size: 12pt;\"><span style=\"font-family: Calibri, serif; font-size: 12pt;\"><strong>EMPLOYEE EMPOWERMENT</strong> - Our most important asset is our employees and our approach to doing business empowers each of our associates&nbsp;to always do the the right thing, striving for excellence in everything we do. </span></span></p>\r\n</li>\r\n<li>\r\n<p><span style=\"font-family: Calibri, serif; font-size: 12pt;\"><span style=\"font-family: Calibri, serif; font-size: 12pt;\"><strong>COMMITMENT TO OUR COMMUNITIES </strong>&nbsp;- We simply love the fact that every day the&nbsp;dedication to our&nbsp;work, our ethical approach to doing business, and our commitment to excellence contribute to the development and prosperity of our communities.</span></span></p>\r\n</li>\r\n<li><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 16px;\"><strong>A STEP TO THE FUTURE</strong>&nbsp;- &nbsp;While we are proud of our past accomplishments, we are a group of professionals that look towards future growth and success through engineering and construction innovations, employee development and strategic partnerships.&nbsp;</span></span></li>\r\n</ul>\r\n</blockquote>'),('history','Our History','<p><span style=\"font-size: 12pt;\"><em>Hard work and dedication</em> - that\'s what it took&nbsp;<em><strong>CONDOTTE AMERICA</strong></em>&nbsp;to grow into&nbsp;one of the&nbsp;premier transportation builders in the Southeast US. Under the management of&nbsp;a team of professionals absolutely&nbsp;proud of their&nbsp;contributions to our nation, our philosophy has empowered&nbsp;our&nbsp;employees to focus on customer needs thru the employment of trust and open communication. Our&nbsp;accomplishments have established our&nbsp;reputation of a company&nbsp;dedicated to service, partnering, and quality, building along the way a path&nbsp;of success and long lasting relationships:</span></p>\r\n<blockquote>\r\n<p><span style=\"font-size: 12pt;\"><strong>RECOGNIZED PERFORMANCE </strong>- Our level of service and quality&nbsp;is consistently recognized by the industry, from the <em>FTBA\'s BEST IN CONSTRUCTION AWARD</em> in numerous projects thru our <em>2012 DBIA DESIGN-BUILD PROJECT OF THE YEAR</em>.&nbsp;</span></p>\r\n<p><span style=\"font-size: 12pt;\"><strong>A CLEAN ENVIRONMENTAL RECORD&nbsp;</strong>- We believe in our inherent responsibility to protect and maintain our nation&rsquo;s natural resources. &nbsp;Thru the strict adherence to all&nbsp;project environmental requirements and attention to details, we build <em>consciously&nbsp;</em>and are proud of our <em>GREEN</em> clean record.</span></p>\r\n<p><span style=\"font-size: 12pt;\"><strong>FINANCIAL STRENGTH</strong> - The development of proper controls and a responsible approach to managing business has allowed us to become the stable and resourceful company our clients need to be properly serviced.</span></p>\r\n<p><span style=\"font-size: 12pt;\"><strong>BONDING CAPACITY</strong> - Our performance thru the years allows us today to enjoy ample bond coverage of $1 billion aggregate.&nbsp;</span></p>\r\n<p><span style=\"font-size: 12pt;\"><strong>FLEXIBLE DELIVERY OF OUR SERVICES</strong> - Our earned experience in the delivery of projects thru various methods (e.g. design-bid-build, design-build, and design-build-finance) provides us the flexibility to adjust to market demands and customer needs.&nbsp;</span></p>\r\n<p><span style=\"font-size: 12pt;\"><strong>STRATEGIC PARTNERSHIPS</strong> - Great things happen when good people work together. In&nbsp;all our endeavors, we believe&nbsp;in building teams made up of individuals and companies that are willing to integrate efforts and strive for mutually benefitial goals.&nbsp;</span></p>\r\n</blockquote>\r\n<p><span style=\"font-size: 12pt;\">In short, our actions speak louder than our words. Thru&nbsp;29+ years, we have completed more than 20 high profile projects in Florida for the Florida Department of Transportation (FDOT), the Miami-Dade Expressway Authority (MDX), and several Miami Dade County agencies: from the <em>Acosta&nbsp;Bridge Project</em> in Jacksonville, FL in 1994 to&nbsp;the <em>Palmetto Section 2 Project</em> in Miami, FL in 2012. In addition, our remarkable job portfolio&nbsp;includes numerous signature bridge projects throughout the Eastern US, including the <em>Chesapeake and Delaware Canal Bridge</em> in Wilmington, Delaware in 1995 andthe&nbsp;<em>Sidney Lanier Bridge&nbsp;Project</em> in Brunswick, Georgia in 2001.&nbsp;Evidence of our ability to adjust to market changes, Condotte America was one of first Floridian contractors to embrace the design-build market in the US. Highlighting such&nbsp;experience in design-build are&nbsp;major projects including the R<em>oute 895 Richmond Connector (Pocahontas Parkway) Project</em> in Virginia in 2002, and the <em>Palmetto Section 5 (SR-862 / SR-836 Interhange) Project</em> in Miami, Florida completed in 2016, one of the largest design-build-finance projects ever built in Florida.&nbsp;</span></p>\r\n<p><span style=\"font-size: 12pt;\">Our success has allowed us to recently look for new horizons. We are currently pursuing business opportunities throughout the Southeastern US.</span></p>\r\n<p><span style=\"font-size: 12pt;\">Our plans for the future&nbsp;are reminiscent of our history: We will&nbsp;continue to look for new challenges, to continue to earn the trust of old and new clients and partners, and to always find the opportunity to demonstrate that our success in the last 29 years did not come without sacrifice and dedication and the benefit of&nbsp;many&nbsp;well-learned lessons.&nbsp;</span></p>\r\n<p><span style=\"font-size: 10pt;\">&nbsp;</span></p>\r\n<p><span style=\"font-size: 10pt;\">&nbsp;</span></p>\r\n<p><span style=\"font-size: 10pt;\">&nbsp;</span></p>\r\n<p><span style=\"font-size: 10pt;\">&nbsp;</span></p>\r\n<p>&nbsp;</p>\r\n<p>&nbsp;</p>\r\n<p><span style=\"font-size: 10pt;\">&nbsp;</span></p>'),('jobs','Career Opportunities',''),('licenses','Licenses and Certifications','<p><span style=\"font-size: 14pt;\"><strong>CONSTRUCTION LICENSES</strong></span></p>\r\n<blockquote>\r\n<p style=\"padding-left: 30px;\"><span style=\"font-size: 16px;\"><em>Condotte America, Inc. is qualified to perform civil works (highway and bridge) in Florida, Arkansas, Maryland, North Carolina, Virginia.</em></span></p>\r\n<p style=\"padding-left: 30px;\"><span style=\"font-size: 12pt;\"><em>Condotte America, Inc. is a licensed General Contractor and Underground Utility &amp; Excavation Contractor in Florida</em></span></p>\r\n<p style=\"padding-left: 30px;\">&nbsp;</p>\r\n</blockquote>\r\n<p><span style=\"font-size: 14pt;\"><strong>ENGINEERING LICENSES</strong></span></p>\r\n<blockquote>\r\n<p style=\"padding-left: 30px;\"><span style=\"font-size: 12pt;\"><em>Many of our management and staff are licensed Professional Engineers in the following States:</em></span></p>\r\n<p style=\"padding-left: 30px;\"><span style=\"font-size: 12pt;\"><em>State of Florida</em></span></p>\r\n<p style=\"padding-left: 30px;\"><span style=\"font-size: 12pt;\"><em>Commonwealth of Virginia</em></span></p>\r\n</blockquote>\r\n<p><span style=\"font-size: 14pt;\"><strong>SAFETY CERTIFICATIONS</strong></span></p>\r\n<blockquote>\r\n<p><span style=\"font-size: 10pt;\"><em>&nbsp; &nbsp; &nbsp; &nbsp;<span style=\"font-size: 12pt;\">OSHA 10 &amp; 30 Hour Constuction Safety &amp; Health</span></em></span></p>\r\n<p style=\"padding-left: 30px;\"><span style=\"font-size: 12pt;\"><em>OSHA/US Department of Labor</em></span></p>\r\n<p style=\"padding-left: 30px;\"><span style=\"font-size: 12pt;\"><em>Mobile Crane Insepector - Crane Institute of America</em></span></p>\r\n<p style=\"padding-left: 30px;\"><span style=\"font-size: 12pt;\"><em>OSHA Construction Outreach Trainer 10 &amp; 30</em></span></p>\r\n<p style=\"padding-left: 30px;\"><span style=\"font-size: 12pt;\"><em>Hour - OSHA/US Department of Laboir</em></span></p>\r\n<p style=\"padding-left: 30px;\"><span style=\"font-size: 12pt;\"><em>OTI 502 Update Construction Industry Outreach</em></span></p>\r\n<p style=\"padding-left: 30px;\"><span style=\"font-size: 12pt;\"><em>Trainers - USF Health</em></span></p>\r\n<p style=\"padding-left: 30px;\"><span style=\"font-size: 12pt;\"><em>Fall Protection Training - AIG Consultants</em></span></p>\r\n<p style=\"padding-left: 30px;\"><span style=\"font-size: 12pt;\"><em>Nuclear Gauge Safety Training - Troxler Electronic Lab</em></span></p>\r\n<p style=\"padding-left: 30px;\"><span style=\"font-size: 12pt;\"><em>Aerial Work Platform Sasfety - H.G Lift</em></span></p>\r\n<p style=\"padding-left: 30px;\"><span style=\"font-size: 12pt;\"><em>Aerial Lift Safety - Construction Outreach</em></span></p>\r\n<p style=\"padding-left: 30px;\"><span style=\"font-size: 12pt;\"><em>Piledriver Leadman - Florida Department of Transportation</em></span></p>\r\n<p style=\"padding-left: 30px;\"><span style=\"font-size: 12pt;\"><em>Portable Nuclear Gauge Safety Certification - APNGA</em></span></p>\r\n<p style=\"padding-left: 30px;\"><span style=\"font-size: 12pt;\"><em>First Aid/CPR - BCLS: Adult, Child, &amp; Infant CPR, Basic First Aid, Cognitive A.E.D Skills</em></span></p>\r\n<p style=\"padding-left: 30px;\"><span style=\"font-size: 12pt;\"><em>Florida Advance Training / ATSSA - Traffic Control Supervisor</em></span></p>\r\n<p style=\"padding-left: 30px;\"><span style=\"font-size: 12pt;\"><em>Flagging In-House Training Program&nbsp;</em></span></p>\r\n</blockquote>\r\n<p><span style=\"font-size: 14pt;\">&nbsp;<strong>QUALITY CONTROL CERTIFICATIONS</strong></span></p>\r\n<blockquote>\r\n<p><span style=\"font-size: 10pt;\">&nbsp; &nbsp; &nbsp; <em><span style=\"font-size: 12pt;\">Qualified Stormwater Management Inspector - Florida Department of Environmental Protection</span></em></span></p>\r\n<p><em><span style=\"font-size: 12pt;\">&nbsp; &nbsp; &nbsp;Quality Control Manager - Florida Department of Transportation CTQP</span></em></p>\r\n<p><em><span style=\"font-size: 12pt;\">&nbsp; &nbsp; &nbsp;Management for Contractors - USACE/NAVFAC</span></em></p>\r\n<p><em><span style=\"font-size: 12pt;\">&nbsp; &nbsp; &nbsp;Troxler RSO Training - Troxler</span></em></p>\r\n<p><em><span style=\"font-size: 12pt;\">&nbsp; &nbsp; &nbsp;Earthwork Levels I &amp; II - Florida Department fo Tranportation CTQP</span></em></p>\r\n<p><em><span style=\"font-size: 12pt;\">&nbsp; &nbsp; &nbsp;Florida Department of Transportation CTQP Field Inspector 346 Specification</span></em></p>\r\n<p><em><span style=\"font-size: 12pt;\">&nbsp; &nbsp; &nbsp;ACI Concrete Fdield Testing Technicican Grade 1</span></em></p>\r\n<p><em><span style=\"font-size: 12pt;\">&nbsp; &nbsp; &nbsp;ACI Concrete Transportation Inspector</span></em></p>\r\n<p><em><span style=\"font-size: 12pt;\">&nbsp; &nbsp; &nbsp;Quality Control Specialists - FDOT/CTQP;</span></em></p>\r\n<p style=\"padding-left: 30px;\"><em><span style=\"font-size: 12pt;\">&nbsp; CTQP Asphalt Level 1</span></em></p>\r\n<p style=\"padding-left: 30px;\"><em><span style=\"font-size: 12pt;\">&nbsp; Drilled Shafts</span></em></p>\r\n<p style=\"padding-left: 30px;\"><em><span style=\"font-size: 12pt;\">&nbsp; Pile Driving</span></em></p>\r\n<p><em><span style=\"font-size: 12pt;\">&nbsp; &nbsp; &nbsp;ASBI Certified Grouting Technician</span></em></p>\r\n<p><em><span style=\"font-size: 12pt;\">&nbsp; &nbsp; &nbsp;Incidental Precast Concrete Producer - FDOT</span></em></p>\r\n</blockquote>'),('market','Core Market','<p><span style=\"font-family: Calibri, serif; font-size: 14pt; line-height: 100%;\">&nbsp; &nbsp; &nbsp; &nbsp; &nbsp; Roadway &amp; Highway</span><br /><span style=\"font-family: Calibri, serif; font-size: 14pt; line-height: 100%;\">&nbsp; &nbsp; &nbsp; &nbsp; &nbsp; Bridges</span><br /><span style=\"font-family: Calibri, serif; font-size: 14pt; line-height: 100%;\">&nbsp; &nbsp; &nbsp; &nbsp; &nbsp; Heavy Civil</span><br /><span style=\"font-family: Calibri, serif; font-size: 14pt; line-height: 100%;\">&nbsp; &nbsp; &nbsp; &nbsp; &nbsp; Facilities</span><br /><span style=\"font-family: Calibri, serif; font-size: 14pt; line-height: 100%;\">&nbsp; &nbsp; &nbsp; &nbsp; &nbsp; Emergency Services</span><br />&nbsp;<br /><span style=\"line-height: 100%;\">&nbsp;</span></p>'),('officers','Officers',''),('parent','Our Parent Company','<p><span style=\"font-family: Calibri, serif; font-size: 12pt;\"><em><strong>SOCIETA ITALIANA PER CONDOTTE D&rsquo;ACQUA</strong></em>, was established on April 7, 1880, and enjoys a history&nbsp;filled with challenges and great accomplishments as it became&nbsp;a world leader in the construction industry.&nbsp;&nbsp;</span></p>\r\n<blockquote>\r\n<p><span style=\"font-family: Calibri, serif; font-size: 12pt;\">In its first&nbsp;25 years of activity, the Company designed hundreds of aqueducts and constructed 160 feeder mains more than 507 miles long&nbsp;and water supply systems totalling a&nbsp;length of 115 miles, becoming the&nbsp;industry leader in Italy. </span></p>\r\n<p><span style=\"font-size: 12pt;\"><span style=\"font-size: 10pt;\">Between World War I and World War II, its main achievements include the construction of Salerno\'s Simbrivio Aqueduct, the largest and most compled aqueduct in those times. A</span><span style=\"font-family: Calibri, serif;\">fter Rome\'s&nbsp;liberation in 1944, the Company focused its business on the repair of the damages to the Ausino and Simbrivio aqueducts and the reconstruction of bridges and railway viaducts destroyed by&nbsp;the war.&nbsp;</span></span></p>\r\n<p><span style=\"font-family: Calibri, serif; font-size: 12pt;\">The most important projects in the 1950s were the double sweep dome type dam for the Val Gallina Reservoir of the hydroelectric plant in Piave-Boite-Vajont, the Tiber hydroelectric plant, and the Premadio hydroelectric plant, the largest underground power station in the world. The 1960s were characterized by two representative works of those years: the Mont Blanc Tunnel and the Polcevera Viaduct in Genoa, the first cable-stayed concrete bridge in Europe.&nbsp;</span></p>\r\n<p><span style=\"font-size: 12pt;\"><span style=\"font-family: Calibri, serif;\">B</span><span style=\"font-family: Calibri, serif;\">y the end of the 1960s, the Company became a group of subsidiaries covering all sectors of the construction industry. In the following years, the Company performed important works in the restoration sector, such as the restoration of the Egyptian monumental complex of the Philae island, and in the maritime sector, where the Company became a world leader through the completion of several port constructions such as the Sines Industrial Port in Portugal. </span></span></p>\r\n<p><span style=\"color: #3c3c3e; font-size: 12pt;\"><span style=\"font-family: Calibri, serif;\">In 1997, due to&nbsp;the privatization of the IRI Group, Societ&agrave; Italiana per Condotte d&rsquo;Acqua was acquired by the Ferfina Group, a group already holding Ferrocemento &ndash; Costruzione e Lavori Pubblici p.a., which had incorporated Recchi Construzioni Generali S.p.A. of Turin and Gambogi S.p.A. of Pisa. Since 1932 Ferrocemento has been a leader in the construction of tunnels, viaducts and hydraulic works thanks to its technical capacity and know-how associated to its numerous patents. In order to contend in an increasingly competitive international construction market a further merger was made between Societ&agrave; Italiana per Condotte d&rsquo;Acqua and Ferrocemento under the elder name &ndash; Societ&agrave; Italiana per Condotte d&rsquo;Acqua.</span></span></p>\r\n</blockquote>\r\n<p><span style=\"font-family: Calibri, serif; font-size: 12pt;\">In its centenarian history full with events, the Group has built&nbsp;throughout the&nbsp;world dams, hydroelectric plants, highways, railways, ports and maritime projects, airports, underground works, civil works for thermal and nuclear power stations, housing projects, office, sports, industrial and hospital building projects, as well as environmental and monumental rehabilitation works, gaining an&nbsp;unparalled&nbsp;appreciation at the international level. <strong>Today,&nbsp;Condotte enjoys the <em>No. 112 Ranking in the ENR\'s Top 250 International Contractors</em></strong>. </span></p>\r\n<p><span style=\"font-size: 10pt;\"><em><span style=\"font-family: Calibri, serif;\">Additional information regarding Condotte SpA can be found at <a href=\"http://www.condotte.it\">www.condotte.it</a>&nbsp;</span></em></span></p>'),('process','Our Process','<h1>Safety is Job Number One</h1>\r\n<p>In Condotte America, safety is the top priority. When something goes wrong the lives of many are at stake. Delighting clients, getting things done and finding creative solutions to complex challenges is what drives us. But nothing is more important to us than safety. That\'s why Condotte America maintains the strictest safety policies and procedures in the industry, regularly performing job site safety inspections, weekly safety meetings and ongoing safety training for all our personnel. Our safety program is among the best amd we are extremely proud of our remarkable safety record. We sleep well at night knowing that all the lives touched by our work can return home to their families every night...safe and sound.</p>\r\n<h1>Dedicated Customer Service</h1>\r\n<p>We firmly believe that our&nbsp;success is as simple as taking care of our clients with unrelenting passion and upmost professionalism. Every single team member is cmmitted to providing the highest quality standard on everything we do. It is this commitment that has allowed our group the privilege to serve the communities we live in for many years - and will continue to drive our efforts for many more to come.&nbsp;</p>\r\n<h1>Professional Ethics</h1>\r\n<p>We hold ourselves and our team members to the highest professional standards. This is a requirement under which we perform and execute our responsibilities daily, and as such, it is deeply engrained in our core. Every member of our professional team is capable of making judgments, applying their skills, and reaching decisions in situations that touch the loves of thosands daily.</p>\r\n<h1>Core Philosophy</h1>\r\n<p>The success of our projects comes from a core elief in the collaborative relationships we create with our clients. By establishing common goals upfront that help guide each team member to perform at their best, Condotte America is able to set the foundation for true project greatness. Experience and skill combine to empower our team\'s consistent delivery of outstanding results.</p>\r\n<p>&nbsp;</p>'),('services','Core Services','<p>&nbsp;</p>\r\n<p style=\"margin-bottom: 0in; line-height: 100%;\"><strong><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">Design-Build and Design-Build-Finance</span></span></strong></p>\r\n<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">We offer our clients the opportunity for a single point of contact for all phases of the Project life cycle, including planning, design, construction, financing and even commissioning when necessary. Under our design-build delivery approach, Condotte America serves as the single point of responsibility for the entire project team - avoiding the inefficiencies that come from selecting individual team members. This approach gives clients everything they need to realize their design and construction vision&hellip; all under one roof. Our vast experience in Design-Build and Design-Build-Finance includes signature jobs such as the MDX 836 Connector to the HEFT, Route 895 Connector in Richmond, Virginia and the SR 826 Palmetto Expressway Section 2 and Section 5 projects. </span></span></p>\r\n<p style=\"margin-bottom: 0in; line-height: 100%;\">&nbsp;</p>\r\n<p style=\"margin-bottom: 0in; line-height: 100%;\"><strong><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">Bid-Build</span></span></strong></p>\r\n<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">Traditional bid-build project delivery is still very much in demand, and Condotte America maintains decades of price point data that affords us great advantage during this type of competitive process. Owners can rest assured that regardless of the final project cost, the level of quality and professionalism they&rsquo;ll receive from us will never change. To help add that extra layer of trust under this delivery method, we afford our clients with absolute transparency on all project costs - giving our clients the peace of mind that their investment is being well cared for. Among the numerous jobs delivered thru this method, is our first signature project, the Acosta Bridge in Jacksonville, FL and our recently completed SR874 Killian Parkway Interchange Improvements Project in Miami, FL. </span></span></p>\r\n<p style=\"margin-bottom: 0in; line-height: 100%;\">&nbsp;</p>\r\n<p style=\"margin-bottom: 0in; line-height: 100%;\"><strong><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">Public-Private-Partnerships</span></span></strong></p>\r\n<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">Our capacity to be part of P3 solutions is driven by our uniquely collaborative approach; fusing client/owner objectives with our professional expertise and partnership philosophy. Today&rsquo;s world presents financial and logistical challenges at every turn that can only be addressed through the unique approach afforded by the public-private-partnership solution. Condotte has a proven track record of successfully building innovative partnership solutions that improve the communities in which we live and work, and effectuate superior returns for our partners. In the United States, we have pursued and participated in several P3 project as major team members including the Conway Bypass Project in South Carolina and the Route 895 Richmond Connector in Virginia. Every P3 job we undertake is a promise to the community of our commitment to enduring quality, public safety, and unparalled excellence.</span></span></p>\r\n<p style=\"margin-bottom: 0in; line-height: 100%;\">&nbsp;</p>\r\n<p style=\"margin-bottom: 0in; line-height: 100%;\"><strong><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">Pre-Construction Services</span></span></strong></p>\r\n<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">Our pre-construction services ensure that our client&rsquo;s projects are in line with real-world market conditions and constructability methods. We analyze and evaluate, make recommendations for alternatives that maximize end results, and offer expert advice to the client that significantly reduce cost, improve delivery time, and mitigate waste. As a result of this early collaboration, Condotte America is able to consider materials, systems, schedules and other construction elements to maximize efficiencies without impacting the form or function of the project. The result - significant opportunities to reduce cost and improved schedule flow. </span></span></p>\r\n<p style=\"margin-bottom: 0in; line-height: 100%;\">&nbsp;</p>\r\n<p>&nbsp;</p>\r\n<p style=\"margin-bottom: 0in; line-height: 100%;\"><em><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">No matter the delivery method you choose, our team offers a smooth and efficient process from project conception through completion. Whether serving as the prime or as part of a team, we have but one objective: Offer turn-key, hassle free professional services to our clients so they can focus on what they do best.&nbsp;</span></span></em></p>');

--
-- Table structure for table `project`
--

CREATE TABLE `project` (
  `number` varchar(30) NOT NULL,
  `clientcontract` varchar(50) NOT NULL,
  `name` varchar(300) NOT NULL,
  `value` float NOT NULL,
  `owner` varchar(50) NOT NULL,
  `contractDays` int(11) NOT NULL,
  `awardDate` varchar(50) NOT NULL,
  `startDate` varchar(50) NOT NULL,
  `finalValue` float NOT NULL,
  `amount` float NOT NULL,
  `finalDate` varchar(50) NOT NULL,
  `finalContractDays` int(11) NOT NULL,
  `daysCompletedAheadBehind` int(11) NOT NULL,
  `cppr` int(11) NOT NULL,
  `deliveryMethod` varchar(100) NOT NULL,
  `category` varchar(50) NOT NULL,
  `projectManager` varchar(120) NOT NULL,
  `financialProjectNumber` varchar(50) NOT NULL,
  `federalJobNumber` varchar(50) NOT NULL,
  `ownerRep` varchar(100) NOT NULL,
  `engineer` varchar(100) NOT NULL,
  `city` varchar(50) NOT NULL,
  `state` varchar(50) NOT NULL,
  `country` varchar(50) NOT NULL,
  `profile` text NOT NULL,
  `partners` varchar(400) NOT NULL,
  `award1` varchar(70) NOT NULL,
  `award2` varchar(70) NOT NULL,
  `award3` varchar(70) NOT NULL,
  `image` varchar(70) NOT NULL,
  `imageb` varchar(70) NOT NULL,
  `imagec` varchar(70) NOT NULL,
  `display` smallint(6) NOT NULL,
  `featured` smallint(6) NOT NULL,
  `imaged` varchar(70) NOT NULL,
  `imagee` varchar(70) NOT NULL
) ENGINE=InnoDB DEFAULT CHARSET=latin1;

--
-- Dumping data for table `project`
--

INSERT INTO `project` VALUES ('00-001','E8B69','NW 12th St Toll Plazas (Miami, FL)',3498000,'FDOT - TPK',358,'13-Apr-00','13-Jul-00',3498000,3498000,'6-Jul-01',358,0,94,'Bid Build','Facilities','Tony Chin','251941-1-52-01','','William Sears, P.E.','','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">This Florida Turnpike&nbsp;project encompasses the construction of two new three-lane toll plazas to serve The Dolphin Mall at the Beacon Tradeport Center at NW 12th Street and the Homestead Extension of Florida&rsquo;s Turnpike (SR 821). One plaza, designated a midsize toll plaza, consists of three lanes with a tollbooth, an administration building, and a generator/storage building. The administration building includes the following rooms: counting room, vault room, supervisor&rsquo;s office, manager&rsquo;s office, supplies room, toilet facilities, break room and recorder room. The generator/storage building includes a stand-by power generator system with above ground diesel fuel tank. The other plaza, designated a small ramp toll plaza, consists of three lanes with a tollbooth and a ramp building. The ramp building includes a recorder room, an office, and a break room. This facility also includes a packaged standby power system with an underground LPG storage tank. The toll lanes on each plaza are constructed with 12 inch thick Portland cement concrete paving and are covered by a 5,326 square foot concrete canopy. Both sites include asphalt surfaced parking lots for toll personnel, site drainage, water &amp; sewer services, electrical and security systems.&nbsp;</span></span></p>','','','','','541313987dc2f.jpg','5413139984da5.jpg','noimagee.png',1,0,'',''),('00-002','','Insurance Claim (I-895 VA)',0,'Internal',0,'N/A','N/A',0,0,'N/A',0,0,0,'N/A','Default','Accounting','000-000-000','N/A','N/A','N/A','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0,'',''),('00-003','251928-1-52-01     251919-1-52-01','SR-821 North & South (Miami-Dade, FL)',15390000,'FDOT - TPK',0,'2000','',19028200,19028200,'N - Apr 02        S - Dec 02',0,0,0,'Bid Build','Bridges','Adriano Volpi','251928-1-52-01     251919-1-52-01','','','','','','','<p>This project, located on the Homestead Extension of the Florida Turnpike (HEFT), extended from SR 836 to I-75 in northern Miami-Dade County. As a major subcontractor, Condotte\'s contract work included the demolition and widening of eleven bridges, the construction of two new bridges, and the construction of two new toll plazas including the administration building. The bridges were comprised of cast-in-place footing foundations, concrete columns and inverted \"T\" caps, prestressed concrete beams, structural steel beams, poured-in-place concrete decks, along with other miscellaneous work.</p>','','','','','546141457a048.jpg','5461414d8555c.jpg','noimagee.png',1,0,'',''),('00-004','','Insurance Premiums',0,'Internal',0,'N/A','N/A',0,0,'N/A',0,0,0,'N/A','Default','Accounting','000-000-000','N/A','N/A','N/A','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0,'',''),('00-005','','Campbell Drive - Canopy',0,'',0,'','',0,0,'',0,0,0,'','Default','','','','','','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0,'',''),('01-001','','Jordan Project',0,'',0,'','',0,0,'',0,0,0,'','Default','','','','','','','','','','','','','','','','',0,0,'',''),('02-001','E8C99','SR 821 Okeechobee Toll Plaza - Florida Turnpike (HEFT)',640000,'FDOT - TPK',0,'2001','',640000,640000,'31-Dec-02',0,0,98,'Bid Build','Facilities','','410257-1-52-01','','Terry Jenkins, P.E.','','','','','','','','','','noimage.png','noimageb.png','noimagee.png',0,0,'',''),('02-002','21460','SR 90 Tamiami Trail/SW 8th St (Miami, FL)',6528350,'FDOT - 6',0,'','',6528350,6528350,'15-Oct-03',0,0,108,'Bid Build','Roadway & Highway','Brent Marley, P.E.','249704-2-52-01','','Mike Hammond, P.E.','','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">The project consists of the reconstruction of State Road 90 (Tamiami Trail/US-41), from a point west of </span></span><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">S.W. 152nd Avenue to a point west of S.W. 137th Avenue. The work performed included road widening, milling and resurfacing, improvements to the drainage system, retaining wall construction, lighting and signing and pavement markings. Close coordination with multiple utility companies was necessary to prevent damages to existing systems and cooperate with several utility relocations.&nbsp;</span></span></p>\r\n<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">An alternative maintenance of traffic plan was proposed to eliminate a traffic shift and reduce the project duration without affecting the truck traffic and traveling motorists between Naples and Miami, consequently resulting in cost savings to the Owner. Project was delivered ahead of schedule and achieved an early completion bonus.&nbsp;</span></span></p>','','','','','541317fadc483.jpg','noimageb.png','noimagee.png',1,0,'',''),('02-003','21500','Krome Ave @ SW 8th Street (Miami, FL)',4845780,'FDOT - 6',0,'1-Sep-02','',4845780,4845780,'23-Oct-03',0,0,106,'Bid Build','Roadway & Highway','Brent Marley, P.E.','405584-1-52-01','000S 478 X','Alex Barreras','','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">The project consisted of the reconstruction of the intersection at State Road No. 90 (Tamiami Trail/US-41) and Krome Avenue. The work performed included the construction of a new bridge over the Tamiami Canal, precast concrete retaining walls along the south and east edges of the canals, road demucking and reconstruction, drainage installation, lighting and signing and pavement markings. Close coordination was required with utility agencies amongst which were the South Florida Water Management District and AT&amp;T in order to protect natural resources and a critical main communication feed to Southwest Florida. Project was delivered ahead of schedule achieving an early completion bonus. The project was recognized in 2004 with the FTBA &ldquo;Outstanding Major Bridge Project&rdquo; award.&nbsp;</span></span></p>','','','','','54130e9d16b60.jpg','54130e9e4848e.jpg','noimagee.png',1,0,'',''),('02-004','112-004','SR-112 Off Ramp to Okeechobee (Miami, FL)',3633810,'MDX',0,'','',3633810,3633810,'1-Dec-03',0,0,0,'Design Build','Bridges','Fernando Goudie                 T. Gonzalas','112-004','','','','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">Performing as the bridge subcontractor on this Miami-Dade Expressway Authority&nbsp;design-build project located at the west end of SR-112, a main expressway in Miami-Dade, the work consisted of the widening of two existing bridges totaling over 500&iacute; in length. One bridge included structural steel girders, drilled shaft installation, 18&icirc; and 30&icirc; Pile driving, and deck placement. The other bridge consisted of 18&icirc; pile installation, footing/column construction, and prestressed AASHTO Type III/Modified Type III girders. The project is comprised of two maintenance of traffic phases in which both bridges were constructed simultaneously.&nbsp;</span></span></p>','','','','','54130f941f05a.jpg','54130f9585164.jpg','noimagee.png',1,0,'',''),('02-005','83612','SR-836 WB to HEFT SB (Miami-Dade, FL)',38893300,'MDX',997,'7-Jun-02','7-Jun-02',38893300,38893300,'28-Feb-05',997,0,0,'Design Build','Bridges','Andres Mendoza','83612','','Alfred Lurigados, P.E.','HNTB, Inc','Miami','FL','USA','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">The Miami-Dade Expressway Authority contract required the complete design and construction of the re-aligned westbound SR 836 &ldquo;Dolphin Expressway&rdquo; from a point west of SW 97th Avenue to the southbound Homestead Extension of Florida Turnpike (HEFT). The project consisted of four vehicular bridges, roadway drainage, earthwork, asphaltic concrete roadway, six MSE retaining walls, retention ponds, roadway lighting, custom overhead sign structures, tree relocations. Bridges 11 &amp; 12 were comprised of steel box beams with integral post-tensioned concrete caps on spread footings. Bridge 16 which spans NW 107th Avenue consisted of Florida U-Beams, caps, columns and spread footings. Bridge 10 was a widening of the existing HEFT Ramp over NW Flagler Street consisting of AASHTO beams, cap, columns and footings with 18\" pile foundations. Temporary components to the project included support of embankments with sheet piles and soil anchors, excavation supports and traffic detours. Of note is that this project developed the first MDX concrete sign structure wing and the Palm Frond Liner used on the MSE walls and columns. &nbsp;Bridge 11 (over NB &amp; SB HEFT) earned an award from the 2007 AISC Steel Bridge Competition.&nbsp;</span></span></p>','','AISC Steel Bridge Competition 2007 - Merit Award','','','541311269dfb6.jpg','5413112737348.jpg','556e2a8c3c8fb.jpg',1,0,'544e94958d8b4.jpg','556e2a9b5717e.jpg'),('02-006','000-020','SR-112 Toll Administrative Bldg',118905,'MDX',0,'2002','',118905,118905,'1-Apr-03',0,0,0,'Bid Build','Facilities','Rick Shaffer','000-020','','','','','','','','','','','','noimage.png','noimageb.png','noimagee.png',0,0,'',''),('03-001','','Condotte Land / Cap/ Expenses',0,'Internal',0,'N/A','N/A',0,0,'N/A',0,0,0,'N/A','Default','Lou','000-000-000','N/A','N/A','N/A','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0,'',''),('03-002','','Miscellaneous Jobs',0,'Internal',0,'N/A','N/A',0,0,'N/A',0,0,0,'N/A','Default','Accounting','000-000-000','N/A','N/A','N/A','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0,'',''),('03-003','','Office Building & Shop',0,'Internal',0,'N/A','N/A',0,0,'N/A',0,0,0,'N/A','Default','Accounting','000-000-000','N/A','N/A','N/A','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0,'',''),('04-001','83605','SR-836 Extension (Miami-Dade, FL)',43014600,'MDX',1199,'1-Jan-04','',43014600,43014600,'1-Jan-07',1199,0,0,'Design Build','Bridges','Adriano Volpi','83605','','','Gannet Fleming, Inc.','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">Performing as the structural subcontractor to Community Asphalt, Inc., this Miami-Dade Expressway Authority contract required the complete design and construction of the SR 836 &ldquo;Dolphin Expressway&rdquo; from NW 107th Avenue to NW 137th Avenue Including construction of NW 137th Avenue from SW 8th Street to NW 12th Street, Miami-Dade County. Condotte&rsquo;s subcontract scope of work in this project consisted of the construction of nine vehicular bridges, the widening and replacement of traffic railing barrier at two existing bridges over NW 107th Avenue (bridges 14 &amp; 15), ten MSE retaining walls and three Sound Walls. Bridges 1, 2, 3, 6, 7, 8, &amp; 9 were comprised of steel longitudinal box girders; steel cross girders, and flair and circular concrete columns on spread footings. Bridge 13, which spans NW 107th Avenue, consisted of precast Florida U-Beams, caps, columns and spread footings. The Bridge at SW 137th Avenue over Tamiami canal consisted of a flat slab bridge, caps, and 18&icirc; prestressed concrete piles foundation. The sound walls consisted of a system of precast components assembled over a 30-inch diameter auger cast piles foundation. Temporary components to the project included support of embankments with sheet piles and soil anchors.&nbsp;</span></span></p>','','','','','541310caa6416.jpg','541310cb9a0ef.jpg','noimagee.png',1,0,'544e91b3740e3.jpg',''),('04-002','T6023','SR 973 - SW 87th Ave Reconstruction (Miami, FL)',6486880,'FDOT - 6',0,'2004','',6486880,6486880,'11-Jul-06',0,0,84,'Bid Build','Roadway & Highway','Doug Nugent    Fernando Goudie','407587-1-52-01','6061010U','Rudy Garcia, P.E','','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">In the midst of a predominantly residential urban area in Miami-Dade, this project consisted of several major improvements to State Road 973 (Galloway Road) from State Road 976 (Bird Road) to Grand Canal Drive. Among these improvements were more than two miles of roadway reconstruction of Galloway Road performed while maintaining traffic flow thru different maintenance of traffic phases. Key elements of construction included the bridge widening at Grand Canal on the north end, the construction of more than four miles of water main beyond the length of the project that required close coordination with a second agency (Miami-Dade Water and Sewer Department) and the construction of a new drainage system to accommodate the new road configuration. As a result of the location of the project, it was necessary to work hand-in-hand with the Owner&rsquo;s Public Information Office in order to coordinate the work with the least impact to the home and business owners.&nbsp;</span></span></p>','','','','','541318cb8e3bc.jpg','541318cc36d77.jpg','noimagee.png',1,0,'',''),('04-003','83615','SR-836 Auxillary Lanes at 57th Ave (Miami, FL)',12291900,'MDX',435,'1-Dec-04','21-Jan-05',12291900,12291900,'1-Apr-06',435,0,0,'Bid Build','Roadway & Highway','Brent Marley, P.E.','83615','','','','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">This contract required the construction of an auxiliary lane on the Westbound SR 836 &ldquo;Dolphin Expressway&rdquo; from NW 57th Ave. to a point just east of the SR 826 &ldquo;Palmetto Expressway&rdquo;. The project included building a two-lane bridge adjacent to the existing westbound bridge, three MSE Walls, a soil stabilization system which included mini piles and geogrid, 48&rdquo; storm drainage, milling and resurfacing, thermoplastic, Type V Prestressed Beams, &amp; 30&icirc; prestressed piles. Due to the confined area, one of the challenges on this project was to build the bridge between the two canals and the two existing railroad tracks requiring monitoring by and coordination with the South Florida Water Management District and the CSX Transportation Network. </span></span></p>\r\n<p>&nbsp;</p>\r\n<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">Milestone bonus was achieved for early completion of the project.&nbsp;</span></span></p>','','','','','544e929d2da44.jpg','544e9295424df.jpg','noimagee.png',1,0,'',''),('04-004','','Condotte Land Development (Rinker Lake Fill)',0,'Internal',0,'N/A','N/A',0,0,'N/A',0,0,0,'N/A','Default','Lou Z','000-000-000','N/A','N/A','N/A','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0,'',''),('04-005','','Condotte Equipment',0,'Internal',0,'N/A','N/A',0,0,'N/A',0,0,0,'N/A','Default','Mike Vazquez','000-000-000','N/A','N/A','N/A','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0,'',''),('04-006','','MK Contr-Temp Steel Sheet Wall',0,'',0,'','',0,0,'',0,0,0,'','Default','Tony Gonzale','000-000-000','','','','','','','','','','','','','','',0,0,'',''),('05-001','E8F71','SR 91 New Toll Building, Widening & Resurfacing on Florida Turnpike at SR 806 Interchange (Atlantic Avenue)',28275400,'FDOT - TPK',1165,'19-Apr-05','9/8/2005',32871700,32871700,'11-Dec-08',1247,60,102,'Bid Build','Roadway & Highway','Pete Sapp      Keith Cole','406092-5-52-01','','Walt Lange, P.E.','','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">This project consisted of the construction of the new Atlantic Avenue (SR 806) interchange at the Florida&rsquo;s Turnpike (SR91) and the widening of the Turnpike from south of Atlantic Avenue to north of the Atlantic Avenue SR806. Structures included new AASHTO concrete girder beams over SR806 and over the canal. The work also included the construction of a new Toll Plaza facility. Condotte America was able to meet the interim milestone and early completion milestone bonus dates. Project was completed 60 days ahead of schedule allowing the Florida Turnpike to begin their toll operation earlier than anticipated and again providing added value to our client.&nbsp;</span></span></p>','','','','','noimage.png','noimageb.png','noimagec.png',1,0,'',''),('05-001A','','SR 91 New Toll Building, Widening & Resurfacing on Florida Turnpike at SR 806 Interchange (Atlantic Avenue) - Emergency Work (Hurricane Wilma)',167907,'FDOT - TPK',0,'','',167907,167907,'1-Apr-06',0,0,0,'Emergency Work','Emergency Services','Pete Sapp      Keith Cole','406092-5-52-01','','Walt Lange, P.E.','','','','','','','','','','','','',1,0,'',''),('05-002','83619.06','SR-836 and 57th Ave Interchange (Miami, FL)',3171850,'MDX',300,'1-Nov-05','',3171850,3171850,'1-Sep-06',300,0,0,'Bid Build','Roadway & Highway','Brent Marley, P.E.     Ivan Urbana','83619.06','','','','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">Located on one the most traveled highways in Miami, FL, the project consisted of, but was not limited to, providing all labor, maintenance of traffic schemes, materials, equipment and incidentals necessary for the bridge widening and ramp improvements at the SR 836 and N.W. 57th Avenue Interchange. The work included clearing and grubbing, embankment, Type B stabilization, lime rock base, milling and resurfacing, asphalt pavement, drainage, gravity walls, bridge widening, guardrail, detector loop assemblies, lighting, signing and pavement markings.&nbsp;</span></span></p>','','','','','544e938dc633c.jpg','noimageb.png','noimagee.png',1,0,'',''),('05-003','406147-1-52-01','SR-869 Sawgrass Expressway (Broward County, FL)',11920700,'FDOT - TPK',0,'','',11920700,11920700,'1-Dec-07',0,0,0,'Design Build','Bridges','Raul Grapera','406147-1-52-01   4061194','','Felix Vergara, P.E.','','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">This design-build project consisted of the widening of three existing bridges totaling over 400&iacute; in length and the construction of new sound barrier walls totaling over 15,000 feet in length. </span></span><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">Two of the bridges consisted of cast-in-place spread footing foundations, concrete pier columns and caps, pre-stressed concrete AASHTO Type III girders and poured in place concrete deck and traffic railings.&nbsp;</span></span><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">The remaining bridge was widened by installing pre-cast / pre-stressed concrete slabs on existing cast-in-place substructures. The Sound Walls consisted of a system of pre-cast concrete panels and posts installed in 30-inch diameter auger cast pile foundations.&nbsp;</span></span></p>','','','','','541317b2e8312.jpg','541317b3aca13.jpg','noimagee.png',1,0,'',''),('06-001','T6086','SR-826 NW 154th St Interchange (Miami Lakes, FL)',3742530,'FDOT - 6',262,'15-May-06','1-Jun-06',3742530,3742530,'1-Feb-07',262,0,0,'Bid Build','Roadway & Highway','Raul Graupera','414764-1-52-01','','','','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">The improvements under this contract consist of traffic operations improvements to the N.W. 154th Street Interchange&nbsp;of SR-826 Palmetto Expressway&nbsp;in Miami Lakes, FL. This is one of the two access points to and from Miami Lakes in northern Miami-Dade County. Work zone space was one of the biggest challenges with drive-by traffic relatively close to the Work. Strict adherence to maintenance of traffic regulations and great planning allowed for an incident-free and smooth execution of the work involved. The project was recognized in 2007 with the FTBA &ldquo;Community Awareness&rdquo; award.&nbsp;</span></span></p>','','','','','5413166bcc742.jpg','5413166c05f81.jpg','noimagee.png',1,0,'',''),('06-002','E-8G91','NW 74th St Interchange at SR-821 (Miami-Dade, FL)',63000000,'FDOT - TPK',990,'19-Oct-06','21-Jan-07',66027200,66027200,'11-Jun-10',1237,0,80,'Bid Build','Roadway & Highway','Joe Ortega  Richard Nunez','415905-1-52-01  406104-1-52-01','','Robert Sullivan, P.E.','Gannet Fleming, Inc.','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">The project, built for the Florida Turnpile Enterprise, consisted of the construction of the NW 74th St Interchange and the Northbound and Southbound express toll lanes at the existing Okeechobee Mainline Toll Plaza on the HEFT (SR821). Work also included construction of the C-D road system to tolls and off ramps, drainage, sound walls, and toll facilities. The express toll lanes utilized the Turnpike&rsquo;s Signature Gantries which were constructed and erected by Condotte. The contract included the construction of the new NW 74th Street interchange with the HEFT (SR 821), which consisted of four bridges including the 78-in Florida Bulb Tee Concrete Girder bridge over the Turnpike. The unique foundation of the canal bridges incorporated a pre-drilled shaft with precast concrete piles. On site borrow pits were used and remained in place as permitted drainage ponds. </span></span></p>\r\n<p>&nbsp;</p>\r\n<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">The NW 74th Interchange also included two ramp Tolling Facilities&nbsp;as well as modification and renovation work at the&nbsp;the existing mainline plaza.&nbsp;</span></span></p>','','','','','541315d55a810.jpg','541315d411bda.jpg','noimagee.png',1,0,'',''),('06-003','','T&M -CAC TRPK',0,'FDOT - TPK',0,'','',0,0,'',0,0,0,'Time and Materials','Default','Jorge Abades','','','','','','','','','','','','','','','',0,0,'',''),('06-004','IBT-07-03','Kendall On-Ramp at SR 874 (Miami-Dade, FL)',32876000,'MDX',0,'1-Feb-07','',32876000,32876000,'15-Jan-09',0,0,91,'Bid Build','Bridges','Brent Marley, P.E.','87407-06','','Eduardo Rodriguez','','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">This project built for the Miami-Dade Expressway Authority (MDX) included a major bridge from Kendall Drive (SW 88th St) over the existing SR 878 and tie back into the Northbound SR 874. The project included building a bridge approximately 2,200 feet long and 30&iacute;-1&icirc; wide, MSE Wall construction, drilled shaft piling, a retaining wall under an existing bridge, steel sheet piling, sound barriers, asphalt, milling &amp; resurfacing, structural steel, and new landscaping. Due to the confined project area, one of the challenges&nbsp;was to build this project in a predominantly residential area and between two existing highways.&nbsp;</span></span></p>','','','','','544e8ee39b7b2.jpg','544e8eebb0902.jpg','noimagee.png',1,0,'544e8f00c5ca0.jpg',''),('07-001','','MDX - Emergency Beam and Deck  Repair at SR 836 and  72nd Avenue',240000,'MDX',0,'','',240000,240000,'1-Oct-07',0,0,0,'','Emergency Services','','','','','','','','','','','','','','noimage.png','noimageb.png','noimagec.png',1,0,'',''),('07-002','','Medley Office Building',400000,'Condotte America Properties, LLC',0,'','',400000,400000,'',0,0,0,'Design Build Remodeling','Facilities','Rick Shaffer','','','Enrique Espino, P.E.','','','','','','','','','','noimage.png','noimageb.png','noimagee.png',0,0,'',''),('08-001','','Condotte Properties, LLC',0,'Internal',0,'N/A','N/A',0,0,'N/A',0,0,0,'N/A','Default','Accounting','000-000-000','N/A','N/A','N/A','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0,'',''),('08-002','ITB-08-04','SR-874 Killian Parkway Interchange (Miami-Dade, FL)',61461400,'MDX',1100,'28-Oct-08','',68146100,68146100,'',1100,0,0,'Bid Build','Roadway & Highway','Brent Marley, P.E.','87404-06','','','','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">The work consisted of providing all labor, maintenance of traffic schemes, materials, equipment and incidentals necessary for the widening, surfacing, and reconstruction of State Road 874 from North of Southwest 117th Avenue to South of Kendall Drive and the roadway and bridge improvements to the Killian Parkway Interchange in Miami-Dade County, Florida. </span></span></p>\r\n<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">Five bridges were widening consisting of either prestressed concrete beams or structural steel plate girders. A new traffic movement was added to the exit ramp to Killian from Southbound SR 874. The project incorporated as a bid alternative the first transparent sound barrier walls used in Florida. Condotte also developed an alternate traffic control plan which minimized the duration of the construction impacts to the traveling public while also improving construction safety. Scope also included new aesthetic sign structures, lighting, guardrail and ITS. </span></span></p>\r\n<p>&nbsp;</p>\r\n<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">In true partnership with the client, Condotte achieved two interim milestones that were added to the project. The first was to adjust and accelerate phases of work to accommodate at no cost to the owner, a &ldquo;Go-Live&rdquo; implementation date of the All Electronic Tolling system under a separate follow-on contract. An interim bonus milestone was achieved for the early opening of the new Ramp F traffic movement.&nbsp;</span></span></p>','','','','','5411e090c0312.jpg','5411e09280014.jpg','noimagee.png',1,1,'',''),('08-003','E-6E59','Palmetto Expressway Section 2 (Miami, FL)',177206000,'FDOT - 6',1300,'','1-Nov-08',190325000,190325000,'8-Mar-12',0,0,106,'Design Build Finance','Roadway & Highway','Joe Ortega','249035-1-52-01','','Dari Vorce','BCC Engineering, Inc.                           TY Lin International','Miami','FL','USA','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">This design/build/finance project for the Florida Department of Transportation District 6 was part of the Palmetto Expressway Improvement Program executed to alleviate traffic congestion along these 2 critical highways in South Florida. The work consisted of the addition of one general use lane in each direction; auxiliary lanes between all interchanges; interchange improvements and, operational and safety improvements along the SR826 mainline and ramps. The three interchange improvements were: 1) the SR826 interchanges at SW 56 Street/Miller Drive, 2) SR874/Don Shula Expressway and 3) SW 40 Street/Bird Road. Four of the bridges were over the CSX railroad and are comprised of steel girders. The other interchange bridges were designed with concrete beams (AASHTO Type IV, Mod. Bulb Tee, Florida I Beams). This project also included a new pedestrian bridge, new drainage, lighting, landscaping improvements, ITS and signalization improvements. The team provided an alternative design that allowed for better traffic mobility while saving the client $53 million when compared to the next lowest bidder. The project was completed 171 days ahead of schedule and achieved an early completion bonus. The project was recognized in 2013 with the DBIA &ldquo;Florida Project of the Year&rdquo;, ASCE Miami Chapter - \"Project of the Year\" and the FTBA &ldquo;Statewide Best in Construction for Bridge Work&rdquo; awards. &nbsp;The project was contracted to the joint venture of Condotte de Moya JV for which Condotte America, Inc. was a 50% partner.</span></span></p>','BCC Engineering, Inc.','FTBA - Best in Construction','','','54636c3b66a89.jpg','54636e12daac7.jpg','noimagee.png',1,0,'noimaged.png','noimagee.png'),('09-001','E-6E61','Palmetto Expressway - Section 5 (Miami, FL)',588888000,'FDOT - 6',0,'','1-Nov-09',568700000,126000000,'Spring 2016',0,0,0,'Design Build Finance','Roadway & Highway','Sam Todd','249581-1-52-01','','Dari Vorce','BCC Engineering, Inc.','Miami','FL','USA','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">This design-build-finance project is the final and largest section of the 12-part Palmetto Expressway (S.R. 826) Improvement Program executed to alleviate the ever growing congestion along this critical highway. The reconstruction of the SR-826 and SR-836 Interchange, driven by more than 425,000 motorists daily, will enhance safety and reduce congestion. The&nbsp;<span style=\"font-family: Calibri, sans-serif; line-height: 18.054666519165px; text-indent: -24px;\">Community Condotte de Moya Joint Venture</span>&nbsp;was contracted to execute the improvements&nbsp;on this project, which include the reconstruction and widening along both SR-826 and SR-836, the construction of a four-level interchange in all directions, the reconstruction and modifications of the Flagler Street/ SR-826 interchange and the Milam Dairy Road/NW 72 Avenue/S.R. 836 interchanges. There are a total of 47 new bridges consisting of concrete beams, steel girders and precast segmental concrete. &nbsp;The four segmental bridges will be erected with an overhead gantry while the precasting of the segments is performed at Condotte&rsquo;s yard in Hialeah, FL. Other key improvements and benefits include new at-grade reconstruction of the adjacent Milam Dairy Road with new entrance/exit ramps to SR836, reconstruction widening and resurfacing of West Flagler Street between SW/NW 76 Avenue and SW/ NW 78 Place, installation of Intelligent Transportation Systems (ITS), installation of new signalization, lighting and landscaping, reconstruction of NW 12 St. beneath SR-826, and new bridges over future NW 7 St. and NW 82 Ave. &nbsp;The project also includes the installation of a new 48\" forcemain, 16\" watermain and other utility adjustments.</span></span></p>','Community Asphalt, The de Moya Group','ASBI Award of Excellence 2015','','','54636c7f6fb50.jpg','54636d097e289.jpg','556e2ea10a4d3.jpg',1,1,'556e3070864e1.jpg','5570ee4c3b577.jpg'),('10-001','T6191','SR-112 / I-195 Rehabilitation (Miami, FL)',19922800,'FDOT - 6',0,'13-Aug-10','13-Aug-10',19922800,19922800,'1-Jun-12',0,0,0,'Bid Build','Roadway & Highway','Richard Nunez Fernado Goudie','405578-1-52-01    405578-1-52-02       405-578-1-5','19516521','Ivan Hay','C3TS Engineers','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">The improvements under this contract consisted of widening, bridge repair/rehabilitation on SR 112 (I-195) from NW 10th Avenue to Biscayne Bay. Work included concrete pavement (new and restoration), retaining walls (cast in place, soldier pile/lagging, sheet pile and MSE), ITS, signalization and roadway lighting. Bridges construction included foundations of steel pipe piles and pre-stressed concrete piles, mass concrete substructure and Type II, III and IV pre-stressed concrete beams. </span></span><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">The limited space between the right of way and limits of construction served as the primary challenge on the project. SR-112 (I-195) being a major thorough fare in urban Miami, proper traffic control and detour planning was required with not only the Department but with the City. A high strength early break concrete pavement mix was used for the nighttime pavement rehabilitation activity which allowed the traffic to travel on it the following morning. </span></span></p>\r\n<p>&nbsp;</p>\r\n<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">Condotte&rsquo;s partnership with the Owner and community stakeholders resulted in the temporary openings of the North Miami Avenue Exit Ramp during the Art Basel and Wynwood Art Festival events. Condotte was able to reschedule its work to accommodate these special requests. The project was recognized in 2013 with the FTBA &ldquo;Best in Construction for Bridge Work&rdquo; award.&nbsp;</span></span></p>','','','','','54131564d1e2b.jpg','544e990dcb579.jpg','noimagee.png',1,0,'544e993006f2d.jpg',''),('11-001','T6233','I-75 Ramp @ Palmetto & NW 103 St (Hialeah, FL)',6726610,'FDOT-6',420,'26-Jul-11','',0,0,'',0,0,0,'Bid Build','Roadway & Highway','Doug Parrish Fernando Goudie','425478-1-52-01 425478-1-56-02','7541591','Ivan Hay','FDOT District Six','Hialeah','FL','USA','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">This contract consisted of adding auxiliary lanes along SR-93 / I-75 Eastbound from the I-75 Ramp and SR-826 Southbound between the exit ramp on SR-93 / I-75 and NW 103rd Street. Other work included the repaving of the exit ramps, drainage system improvements, installation of new signage, lighting, watermain relocation and landscaping. Among the challenges on this project was the need to work thru different maintenance of traffic phases to minimize disruptions to the Public. Condotte America incorporated an innovative alternate design for the retaining wall - the new award-winning design was the first tilt-up precast retaining wall using an elastic pumped fill.&nbsp;</span></span></p>','','','','','54130bc6862c9.jpg','54130bc8198c6.jpg','noimagee.png',1,0,'noimaged.png','noimagee.png'),('11-002','E4L94','I-95 Indrio Road Bridge',17175200,'Florida Department of Transportation - District 4',270,'15-Aug-11','1-Mar-12',17340600,2377090,'31-Jan-13',0,0,0,'Design Build','Bridges','Robert Sullivan','413-047-1-52-01','0952-144-I','Bernie Barrile','','Ft. Pierce','FL','USA','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">This project included the widening of I-95 from 4 lanes to 6 lanes including the widening of the Indrio Rd (SR 614) Project limits extended along&nbsp;SR 9/I-95 from South of SR614/Indrio Road (MP 23.190) to Indian River/St. Lucie County Line (MP 27.259). Condotte, as subcontractor to Dickerson Florida, Inc., was responsible for the widening construction work on the Northbound and Southbound I-95 bridges over Indrio Road which was valued at $2.8 million.</span></span></p>\r\n<p style=\"margin-bottom: 0in; line-height: 100%;\">&nbsp;</p>\r\n<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">&nbsp;</span></span></p>','','','','','54130e3539f4b.jpg','54130e35f288d.jpg','noimagee.png',1,0,'noimaged.png','noimagee.png'),('11-003','E8K36','Turnpike Interchange at Indiantown Rd (Jupiter, FL)',4694550,'Turnpike District',405,'1-Nov-11','30-Jan-12',0,0,'',0,0,0,'Bid Build','Bridges','Rob Sullivan Maciel Mustiga','422350-1-52-01','N/A','Aime Yocca','','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">This project consist of the construction of the new entrance/exit ramp at Indiantown Road and the Florida&rsquo;s Turnpike (SR91). Work includes demolition of the existing bridge and construction of one (1) new bridge. Structures include FIB 78-in&nbsp;prestressed concrete beams over SR91, MSE walls at each end of the bridge, temporary critical steel pile walls and temporary critical MSE Wall.&nbsp;</span></span></p>','','','','','54130d962720e.jpg','54130d9731264.jpg','noimagee.png',1,0,'',''),('12-001','E8M12','Turnpike Interchange at PGA Blvd (Palm Beach Gardens, FL)',6174830,'Turnpike District',360,'1-May-12','10-Sep-12',0,0,'1-Nov-13',0,0,0,'Bid Build','Bridges','Rob Sullivan Maciel Mustiga','422349-1-52-01','N/A','','Creative Engineering Group','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">Work consists of providing all labor, materials, equipment and incidentals necessary for the replacement of ramp bridge at the PGA Boulevard / Florida&rsquo;s Turnpike Interchange and associated ramp improvements.</span></span></p>','','','','','54131a36e95b2.jpg','54131a3790bcc.jpg','noimagee.png',1,0,'',''),('12-002','E5R16','I-4 Widening from SR 44 to I-95 (Volusia County, FL)',134462000,'FDOT-5',0,'22-Feb-12','',142985000,0,'',0,0,0,'Design Build','Roadway & Highway','Grant Cool - DMG','408464-1-52-01','0042 250 I','','BCC Engineering, Inc.','Volusia County','FL','USA','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">The Condotte / deMoya Joint Venture was contracted to widen 14 miles of I-4 from a 4 lane interstate to six lanes. New concrete pavement will replace the existing asphalt lanes. All existing bridges between the limits of the project will be replaced including a new flyover for the realigned I-4 eastbound off ramp to eastbound US 92. The project also includes new drainage, guardrail, ITS, signing and pavement marking improvements. A favorable technical score resulting from our innovative design concepts placed us as low bidder although our price was not the lowest presented at bid time.&nbsp;</span></span></p>','The de Moya Group, Inc.','','','','544e8a4adfd26.jpg','544e8a565ecb9.jpg','noimagee.png',1,0,'noimaged.png','noimagee.png'),('12-003','Z-6056','Emergency Debris Removal',500000,'FDOT -6',365,'25-May-12','open',0,0,'10-Jun-15',0,0,0,'Emergency Work','Emergency Services','N/A','TBD','TBD','N/A','','','','','','','','','','noimage.png','noimageb.png','noimagec.png',1,0,'',''),('12-004','RFP-12-03 83624.030','SR-836 ORT - East Section (Miami, FL)',20357100,'MDX',673,'18-Mar-13','18-Mar-13',0,0,'',0,0,0,'Design Build','Facilities','Ralph Hernandez Tim Battaglia','83624.024','N/A','','Jacobs Engineering','Miami','FL','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">The SR-836 Infrastructures Modifications for Open Road Tolling (ORT) East Section&nbsp;project includes the necessary infrastructure modifications to support the Open Road Tolling (ORT) conversion of SR 836 between NW 62nd Avenue and I-95 and all the civil work necessary to accommodate the System Integrator&rsquo;s ORT tolling equipment while preserving MDX&rsquo;s aesthetic and functional requirements, including the removal and conversion of the existing mainline toll plaza at NW 17th Avenue and the implementation of ten (10) additional ramp tolling locations. The scope of work comprises the installation of gantries, ORT toll equipment including buildings and shelters, ITS, overhead signing, lighting, and the reconstruction of the SR 836 roadway to accommodate highway-speed vehicle traffic thru the former toll plaza areas for the implementation of the ORT design. </span></span></p>\r\n<p>&nbsp;</p>\r\n<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">This project is unique in that existing structural features at the existing mainline toll plaza, including the existing eastbound and westbound pylons,&nbsp;are being reused to the greatest extent possible while preserving MDX&rsquo;s aesthetic and functional requirements.&nbsp;</span></span></p>','','','','','546361eea10af.jpg','5463622f2b17d.jpg','559294745ebf7.jpg',1,0,'noimaged.png','noimagee.png'),('12-005','E-7H90','SR-694 Gandy Blvd (St Petersburg, FL)',82889000,'FDOT-7',968,'17-Dec-13','01/06/2014',83039000,83039000,'',1031,0,0,'Design Build','Roadway & Highway','Doug Parrish, P.E.','256931-25-201','1356011P','Genesis Engineering','BCC Engineering, Inc.','St. Petersburg','FL','USA','<p>This project located in Pinellas County and owned by District 7 of the Florida Department of Transportation consists of the improvements of SR-964 otherwise known as Gandy Blvd from west of Martin Luther King Jr. St to east of SR-867. &nbsp;Enhancements include providing a more intuitive and direct circulation of 94th Avenue traffic by providing a bridge on Gandy Blvd over this avenue. Improved lane balance is gained for the eastbound mainline Gandy Blvd by providing two separate off-ramps from Gandy Blvd to both 94th Avenue and 9th St. &nbsp;The project requires significant utility coordination and relocations for which our team has provided partnered solutions that have benefited the project.</p>\r\n<p>The project was awarded to the joint venture, Condotte de Moya, JV. &nbsp;Our team has provided a system that has improved safety and&nbsp;provided better operational conditions&nbsp;resulting in a superior life cycle profile. The project is successfully under way.&nbsp;</p>','The de Moya Group, Inc.','','','','557f44eac2ecc.jpg','5461461d11070.jpg','557c40a893425.jpg',1,1,'noimaged.png','noimagee.png'),('13-001','E8M76','HEFT Widening at Eureka Drive (Cutler Bay, FL)',40893500,'FDOT-6',1,'8-May-13','',0,0,'',0,0,0,'Bid Build','Roadway & Highway','Hector Blanco','415488-1-52-01','N/A','','','','','','<p>The HEFT Widening from Eureka Drive to SW 216th St Project, build for the Florida Turnpike District, consists of the widening of more than 6 miles of the HEFT corridor and includes the partial demolition and widening of 9 bridges and the construction of a new bridge, roadway widening on the median and outside of the northbound and southbound mainlines, and the corresponding reconstruction of new on and off ramps to accommodate the widened configuration of the mainline. Work includes lighting, signage, drainage, earthwork, asphalt paving, and ITS. The project also includes urban improvements to Eureka Drive, Quail Rooast Drive, South Dixie Highway, Caribbean Blvd, and Haimlin Drive including signalization and streescaping work.</p>','','','','','55b00b7b30908.jpg','55b00bc26bb31.jpg','55b00b75388dc.jpg',1,0,'noimaged.png','noimagee.png'),('13-002','E6I05','SR-826/I-75 Express Lanes (Miami-Dade, FL)',243637000,'FDOT-6',1175,'8-Jan-14','31-Mar-14',243637000,243637000,'',0,0,0,'Desgin Build','Roadway & Highway','Adriano Volpi','432687-1-52-01 432687-2-52-01 432687-1-56-01 43079','N/A','Mario Cabrera','BCC Engineering, Inc.','Miami-Dade County','FL','USA','<p>The SR826/I-75 Express Lanes Project, built for the Florida Department of Transportation District 6, includes the design and construction of 10 miles of Express Lanes along SR-826 (Palmetto Expressway) and three miles along I-75. The project consists of milling, resurfacing, and widening along both SR-826 and I-75. Although the project consists mostly of widening the existing roadways, impacts to existing elements of the roadway and adjacent properties may be extensive. Work includes utility relocations, drainage improvements, median barrier wall, bridge demolition, lighting, elevated structures, sign structures, and ITS / tolling facilities. Improvements will be made at several interchanges including those at NW 36th St, NW 74th St, Okeechobee Rd, NW 103rd St, and NW 122nd St. As part of the scope of work for the project, SR-826 will be widened adjacent to the Peter\'s Pike Canal requiring the modification of the canal cross section to mitigate impacts. This will include dredging, installation of sheet piles on both sides of the canal, and the installation of a 16\' diameter CMP culvert. &nbsp;This project was awarded to the joint venture of Community Condotte de Moya JV for which Condotte America is performing major work components such as the bridges, canal sheet pile walls, MSE walls and roadway construction.</p>\r\n<p>&nbsp;</p>\r\n<p>&nbsp;</p>\r\n<p>&nbsp;</p>\r\n<p>&nbsp;</p>\r\n<p>&nbsp;</p>\r\n<p>&nbsp;</p>\r\n<p align=\"LEFT\">&nbsp;</p>\r\n<p>&nbsp;</p>\r\n<p align=\"LEFT\">&nbsp;</p>\r\n<p>&nbsp;</p>\r\n<p align=\"LEFT\">&nbsp;</p>\r\n<p align=\"LEFT\">&nbsp;</p>\r\n<p>&nbsp;</p>\r\n<p align=\"LEFT\">&nbsp;</p>\r\n<p>&nbsp;</p>\r\n<p align=\"LEFT\">&nbsp;</p>\r\n<p>&nbsp;</p>\r\n<p align=\"LEFT\">&nbsp;</p>\r\n<p>&nbsp;</p>\r\n<p>&nbsp;</p>\r\n<p>&nbsp;</p>\r\n<p>&nbsp;</p>\r\n<p>&nbsp;</p>\r\n<p>&nbsp;</p>\r\n<p>&nbsp;</p>','Community Asphalt / The de Moya Group','','','','55b00ed71143d.jpg','55b00fe1ec847.jpg','noimagee.png',1,0,'noimaged.png','noimagee.png'),('91-002','72160-3505','Acosta Bridge (Jacksonville, FL)',48236600,'FDOT',0,'','1990',48236600,48236600,'1-Aug-94',0,0,0,'Bid Build','Bridges','Kevin Davy','72160-3505','','Jim McLaughlin','Fred Wilson and Associates','Jacksonville','FL','USA','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">Condotte America&rsquo;s first trademark of excellence, the Acosta Bridge was the cornerstone to what the company is today. The project earned the &ldquo;Florida Transportation Builders Association&rsquo;s Outstanding Major Bridge Project&rdquo; and the &ldquo;Cement Association&rsquo;s Concrete Bridge Award for Excellence&rdquo;. The structure is a dual concrete segmental, continuously post-tensioned box girder bridge over the St. John&rsquo;s River. The method of construction was cast-in-place, balanced-cantilever with a center span of 630 feet in length. The structure has a clear height of 75 feet above the river. Each bridge carries 3 lanes of traffic, together with a lane for a future automated tram or people mover. The project was recognized in 1994 with the PCA &ldquo;Concrete Bridge Award of Excellence&rdquo; and the 1995 FTBA &ldquo;Outstanding Major Bridge Project&rdquo; awards.&nbsp;</span></span></p>','','FTBA - Best in Construction - Major Bridge Category','','','5411c3d4d1ace.jpg','5411c4126cc8e.jpg','5570ea669f359.jpg',1,1,'5570eb4f25be1.jpg','noimagee.png'),('91-003','A-0225B','North Central Vocational School (Miami-Dade, FL)',11465900,'Dade Count Public Schools',0,'1991','',11465900,11465900,'1-Jul-92',0,0,0,'Bid Build','Facilities','','A-02250B','','Dr. Paul J. Phillips','','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">This new school project built for the Miami-Dade Public Schools Board consisted of approximately 300,000 square feet of building area in 12 attached buildings, including slabs-on-grade, concrete and steel structural framing, concrete masonry and glass block walls, elevated slabs-on-prestressed concrete joists, built-up roofing, preformed metal roofing, light gauge metal stud framing, mechanical and electrical systems, chiller plant, intrusion alarm system, fire protection system, cooling towers, utilities, door and window units, gymnasium, cafeteria, and kitchen.&nbsp;</span></span></p>','','','','','54131307405c5.jpg','5413130809af9.jpg','noimagee.png',1,0,'',''),('91-004','663172','Omni Guideway Metro Mover (Miami, FL)',32200000,'MDTA',560,'','',32200000,32200000,'16-Nov-92',0,0,0,'Bid Build','Heavy Civil','','663172','','Kenneth Dunne, P.E.','','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">The extension of the Omni Guideway Metro Mover&nbsp;project was built for the Miami-Dade County Metro-Dade Transit Agency and consisted of the construction of 1.4 miles of elevated steel guideway for automated light rail system including foundations, piers, steel girders, cable trays, running surfaces and steel guide beam in downtown Miami, Florida. Also included was, maintenance of traffic, traffic signalization, electrical work, and night work, as necessary. Roadwork included demolition, earthwork, reconstruction of existing streets, also excavation and dewatering as required.&nbsp;</span></span></p>','','','','','541313f9d5fb6.jpg','54636828eb0e0.jpg','noimagee.png',1,0,'',''),('91-005','99004-3420','Noise Barrier Wall at I-95  (Broward & Palm Beach Counties, FL)',7139770,'FDOT - 4',0,'1991','',7139770,7139770,'1-Feb-92',0,0,0,'Bid Build','Heavy Civil','','99004-3420','','William Walsh, P.E.','Balfour Beatty','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">This project entailed the construction of a new Sound Barrier Wall along I-95, from South of Sample Road in Broward County, to South of Glades Road, in Palm Beach County, Florida. The wall is approximately 32,500 feet in length with an average height of 15 feet. The wall system is composed of precast concrete posts erected on auger cast piling with frame precast concrete panels connecting the vertical posts. The precast panels present an undulating pattern thereby creating a wave effect. Various architectural features are randomly incorporated in the faces of the panels.&nbsp;</span></span></p>','','','','','541312cb28442.jpg','541312ca68779.jpg','noimagee.png',1,0,'',''),('92-001','88-110-08','Chesapeake & Delaware Canal Bridge (Wilmington, DE)',58064100,'State of Delaware DOT',0,'','',58064100,58064100,'1-Nov-95',0,0,0,'Bid Build','Bridges','Emilio Rosiello','','','Thomas Clement','Figg Engineering Group','St. Georges','DE','USA','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">This project comprised a high-level, cable-stayed bridge over the C&amp;D Canal , the first of its kind in the Delaware valley area and also the first pre-cast concrete bridge to be built in the United States. The bridge consists of 2 carriageways, 138 feet over the water, including: reinforcing steel, 36 stay cables, a main span of 750 feet, 2 side spans of 375 feet, and 26 approach spans of 150 feet each. The structure is cable-stayed concrete segmental with 4 shoulder lanes. Approaches were constructed using the span-by-span system with overhead launching truss. The bridge incorporates many features not found on most other canal bridges: Fixed high-level crossing, a 100 feet (30 m) clearance, six travel lanes with the option of restriping to eight, pull-off emergency shoulders on both sides (under the striping arrangement left at the end of construction), 65-mph speed limit, and separate approach spans only joining at the anchorages of the cables. The project was recognized in 1995 with the DelDOT &ldquo;Recognition of Excellent Performance in the area of Project Construction&rdquo;, the 1996 ACI &ldquo;Grand Prize Award for Concrete Bridges/Highways for Excellence in Concrete Design and Construction&rdquo;, and the NQI &ldquo;National Finalist for Quality Construction&rdquo; awards. &nbsp;The bridge carries Delaware Route 1 and has been named as The William V. Roth, Jr. Bridge.</span></span></p>','','ACI - Grand Prize Award for Concrete Bridges/Highways for Excellent Pe','','','5411e3b323de4.jpg','5411e3b468f9a.jpg','5570e4c745290.jpg',1,1,'544e8935c46a7.jpg','5570e4d235697.jpg'),('92-002','','NW 27th Ave Toll Plaza (Miami-Dade, FL)',2549740,'FDOT - TPK',0,'1992','',2549740,2549740,'1-Sep-93',0,0,0,'Bid Build','Facilities','Don Munson','','','Charles Wegman, P.E.','','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">The renovation project built for the Florida Turnpike in northwest Miami-Dade&nbsp;included the demolition of existing buildings at the main and sub-plazas and construction of two new facilities; one main toll plaza building with three lane toll booth facilities and one sub-plaza with two lane toll booth facilities. Each included new buildings with aluminum exterior panels, new drainage system, water and sewer system, paving and signalization. On the main plaza a computer room, money and safe room, emergency generator and security system, were installed. Maintenance of traffic included work during night hours.&nbsp;</span></span></p>','','','','','541319afe37d4.jpg','541319aee1867.jpg','noimagee.png',1,0,'',''),('92-003','','',0,'',0,'','',0,0,'',0,0,0,'','Default','','','','','','','','','','','','','','','','',0,0,'',''),('92-004','','',0,'',0,'','',0,0,'',0,0,0,'','Default','','','','','','','','','','','','','','','','',0,0,'',''),('92-005','','',0,'',0,'','',0,0,'',0,0,0,'','Default','','','','','','','','','','','','','','','','',0,0,'',''),('92-006','DBC-1-92','DCAD Cargo Bldg #2132 (Miami, FL)',11130900,'DCAD',0,'','',11130900,0,'1-Feb-94',0,0,0,'Design Build','Facilities','Emilo Mascaro','DBC-1-92','','Rick Bejarano','Howard, Needles, Tammen & Bergendoff','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">The project built&nbsp;for the Dade County Aviation Department (DCAD)&nbsp;consisted of the design and construction of a cargo building, located West of Miami International Airport. This was the first building of the new Cargo Facility Development Program by DCAD. The project was designed and constructed under a Fast Track concept; meaning that both the design and construction aspects progressed in parallel with each other. The design was executed in strict compliance with the design criteria stipulated by the airport consultants. Cargo Building 2132 consists of a modern warehouse facility of 113,000 square feet of cargo storage suitable to handle diverse types of cargo in transit to-and-from the cargo aircraft, a mezzanine incorporating 113,000 square foot of office space, 3 individual lobby areas, each with access to rest rooms, stairs, elevators, and rooftop parking. The building is 750 feet long and 130 feet wide with a reinforced concrete structure and prestressed concrete joist system roof.&nbsp;</span></span></p>','','','','','54130750ec3c5.jpg','54130752dbe64.jpg','noimagec.png',1,0,'',''),('92-007','','P.C. Canopies',0,'',0,'','',0,0,'',0,0,0,'','Default','Bob Sorrentino','','','','','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0,'',''),('93-001','','',0,'',0,'','',0,0,'',0,0,0,'','Default','','','','','','','','','','','','','','','','',0,0,'',''),('93-002','','Cargo Bldg #2130 (Miami, FL)',0,'DCAD',0,'','',0,0,'',0,0,0,'','Facilities','Richard Nunez','','','','','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">The project consisted of the design and construction of a cargo building, located West of Miami International Airport. This was the first building of the new Cargo Facility Development Program by DCAD. The project was designed and constructed under a Fast Track concept; meaning that both the design and construction aspects progressed in parallel with each other. The design was executed in strict compliance with the design criteria stipulated by the airport consultants. Cargo Building 2132 consists of a modern warehouse facility of 113,000 square feet of cargo storage suitable to handle diverse types of cargo in transit to-and-from the cargo aircraft, a mezzanine incorporating 113,000 square foot of office space, 3 individual lobby areas, each with access to rest rooms, stairs, elevators, and rooftop parking. The building is 750 feet long and 130 feet wide with a reinforced concrete structure and prestressed concrete joist system roof.&nbsp;</span></span></p>','','','','','5413071538df8.jpg','54130717376e0.jpg','noimagec.png',0,0,'',''),('93-003','','',0,'',0,'','',0,0,'',0,0,0,'','Default','','','','','','','','','','','','','','','','',0,0,'',''),('93-004','','FEMA Hurricane Andrew Emergency Debris Removal #18 (Miami-Dade, FL)',5157100,'FEMA',0,'1-Jan-93','',5157100,5157100,'1-Sep-93',0,0,0,'Emergency Work','Emergency Services','Rick Shaffer','','','','','','','','','','','','','541309ca46869.jpg','541309cb4169a.jpg','noimagee.png',1,0,'',''),('93-005','','',0,'',0,'','',0,0,'',0,0,0,'','Default','','','','','','','','','','','','','','','','',0,0,'',''),('93-006','','Recchi Equipment/Closed',0,'Internal',0,'','',0,0,'',0,0,0,'','Default','Accounting','000-000-000','','','','','','','','','','','','','','',0,0,'',''),('93-007','S-03298','Miami-Dade College Parking Structure (Miami-Dade, FL)',1157420,'MDCC Board of Trustees',0,'','',1157420,1157420,'1-Nov-94',0,0,0,'Bid Build','Facilities','Bob Sorrentino','S-03298','','George Myers','Spillis Candela & Partners, Inc.','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">This project built for the Miami-Dade College&nbsp;South Campus encompassed the design and construction of perimeter walls of a five (5) story parking garage Building. The walls are constructed of 10 inch thick precast concrete panels with a height of 50 foot - 7 inches. The panels are constructed of white cement concrete mix with exposed aggregate finish.&nbsp;</span></span></p>','','','','','5413123ac4671.jpg','5413123b800d0.jpg','noimagee.png',1,0,'',''),('94-001','','Dadeland Towers (Miami-Dade, FL)',5500000,'Frisk Corporation',0,'','',5500000,5500000,'',0,0,0,'Design Build Remodeling','Facilities','Rick Shaffer','','','Esslinger-Wooten Maxwell','','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">The project included total and complete renovations, remodeling and upgrading of two (2) existing seven&nbsp;</span></span><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">(7) story office buildings, encompassing the following items of work:&nbsp;single ply roof construction, remodeling of all common areas, rework of 8 elevators, rework of all parking areas, repair and reseal of expansion joints in parking garage, structural repairs to existing structure, new A/C cooling towers and chillers (500 tons), miscellaneous interior improvements, and lanscaping including irrigation system. </span></span></p>','','','','','541307e756430.jpg','noimageb.png','noimagec.png',1,0,'',''),('94-002','','Enrique Espino-Residence',0,'',0,'','',0,0,'',0,0,0,'Design Build Remodeling','Building Renovation - Private','Rick Shaffer','','','','','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0,'',''),('94-003','','Harper\'s -  Residence',0,'',0,'','',0,0,'',0,0,0,'Design Build Remodeling','Building Renovation - Private','Rick Shaffer','','','','','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0,'',''),('94-004','','Sweeting Const. - Matt Godlove',0,'',0,'','',0,0,'',0,0,0,'Design Build Remodeling','Building Renovation - Private','Rick Shaffer','','','','','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0,'',''),('94-005','','Don Munson - Residence',0,'',0,'','',0,0,'',0,0,0,'Design Build Remodeling','Building Renovation - Private','Rick Shaffer','','','','','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0,'',''),('94-006','18645','Roosevelt Bridge (Stuart, Florida)',54714600,'FDOT - 4',0,'1994','',54714600,54714600,'2-Jul-98',0,0,88,'Design Build','Bridges','Charles E. Cross','228759-1-52-01','','George Denti','Figg Engineering Group;  Reynolds Smith & Hills;  Lo Buono Armstrong & Associates','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">This new bridge project incorporated a high-level pre-cast segmental bridge over the St. Lucie River in Stuart, Florida. The superstructure of the twin bridges consists of two 61 foot wide single-cell girders, accommodating six 12 foot traffic lanes, two 8 foot wide shoulders, and one, 5 foot wide walkway. The Foundations were constructed with 30-inch square concrete piles. The substructure consists of mass concrete footings, rectangular columns, and flared pier caps ñ all constructed with cast-in-place concrete. The 1,112 pre-cast concrete bridge segments were erected with balanced cantilevers, using an overhead self-launching truss. Condotte self-performed all segmental concrete bridge activities including casting yard, segment erection and substructure work. The project was recognized in 1998 with the FTBA “Outstanding Major Bridge Project” and the 1998 PCA “Concrete Bridge Award of Excellence” awards. </span></span></p>','','','','','5411e308b76ef.jpg','5411e309f14e5.jpg','noimagec.png',1,1,'',''),('94-007','18760','NW 106th St Interchange at SR-821 (Miami, FL)',8653860,'FDOT - TPK',0,'','',8653860,8653860,'3-Sep-96',0,0,96,'','Roadway & Highway','Emilio Rosiello','251822-1-52-01','','Charles Wegnam, P.E.','','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">The project built for the Florida Turnpike Enterprise consisted of construction of a new Interchange of the Homestead Extension of Florida&rsquo;s Turnpike (HEFT). This work included construction of a new 4 Lane Concrete Bridge (overall length &ntilde; 205 Feet), Clearing &amp; Grubbing, Excavation, Drainage, Earthwork, Embankment and Stabilization, Limerock Base, Type &lsquo;S&rsquo; Asphaltic Concrete, Asphalt Friction Course, Curb &amp; Gutter, Traffic Separators, Shoulder Gutters, Barrier Wall, Sidewalk, Rip-Rap, Guardrail, Fencing, Seeding, Mulching, Signage, Pavement Markings, Roadway Lighting, Sanitary Sewer Systems, Sewage Treatment System, Water Lines, Utility Work, 2 new Toll Plazas, complete with buildings, On and Off Ramps connecting N.W. 106th Street with the HEFT Roadway, and other Incidental Items.&nbsp;</span></span></p>','','','','','54511ab791417.jpg','5413133b9c3ce.jpg','noimagee.png',1,0,'',''),('94-008','','Recchi-Segment Pre-cast',0,'',0,'','',0,0,'',0,0,0,'','Default','','','','','','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0,'',''),('94-009','','HARP Water & Sewer (MIA2132)',0,'',0,'','',0,0,'',0,0,0,'','Utilities','','','','','','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0,'',''),('94-010','94-039M19','MIA Noise Abatement Barrier (Miami-Dade, FL)',5139850,'Dade County Aviation Department',0,'','',5139850,0,'1-Dec-95',0,0,0,'Design Build','Heavy Civil','Mascaro / Watson','94-039M19','','Juan Delgado','','','','','<p>The project consisted of the design and construction of a new noise abatement barrier along NW 36th Street from NW 67th Avenue to&nbsp;NW 70th Avenue in Miami, Florida. The wall is approximately 5,600 feet in length with height ranging from20 feet to 38 feet. The barrier system is composed of precast concrete posts erected on augercast pilies with precast concrete panels connecting the vertical posts. The precast panels present an undulating pattern thereby creating a wave effect. Round colored glass panels were inserted in a random pattern in both faces of the concrete panels as a unique architectural feature.</p>','','','','','541304a208c41.jpg','541304a2e7ead.jpg','noimagee.png',1,0,'',''),('94-011','','Precast Airport Noise Wall - Dade County Aviation Department (DCAD)',0,'DCAD',0,'','',0,0,'',0,0,0,'','Aviation Building - Structure','Reggie Watson','','','','','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0,'',''),('95-001','3131-1','Everglades Farmworkers Village (Florida City, FL)',18062500,'Everglades Community Association, Inc.',0,'1995','1995',18062500,18062500,'1-Mar-97',0,0,0,'Bid Build','Facilities','Michael Nash','','','Mitch Friedman','','Florida City','FL','USA','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">This project which covered&nbsp;Phase 1, Site 2&nbsp;of the Farmworkers Village complex, consists of a 54-acre site on which 246 residential units were constructed. In addition, there is an administrative complex, consisting of maintenance buildings, administrative buildings, and a community building. The residential units were designed and built to assist the agricultural farm workers access to affordable housing. The development comprised 46 four-bedroom single-family homes, 83 three-bedroom duplex units, and 15 two-bedroom duplex units. Included in the project was construction of the total infrastructure, including: land development, water &amp; sewer, drainage, street and road pavement, etc.&nbsp;</span></span></p>','','','','','541308a568342.jpg','541308a400eab.jpg','noimagec.png',1,0,'',''),('95-002','','Conway Bypass(CLOSED)',0,'',0,'','',0,0,'',0,0,0,'','Default','Accounting','','','','','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0,'',''),('95-003','','Dadeland Tenant Improvements',0,'',0,'','',0,0,'',0,0,0,'Design Build Remodeling','Building Renovation - Private','Rick Shaffer','','','','','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0,'',''),('95-004','','Atrium Office Park',0,'',0,'','',0,0,'',0,0,0,'Design Build Remodeling','Building Renovation - Private','Rick Shaffer','','','','','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0,'',''),('95-005','','Recchi -  Equipment',0,'Internal',0,'','',0,0,'',0,0,0,'','Default','Mike Vazquez (305)345-5476','000-000-000','','','','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0,'',''),('95-006','','PC Panels @ Motorsports Cplx.',0,'',0,'','',0,0,'',0,0,0,'','Default','','','','','','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0,'',''),('95-007','','First Reserve(Warehouse)',0,'',0,'','',0,0,'',0,0,0,'','Default','','','','','','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0,'',''),('95-008','','Gables Waterway (Hotel)',0,'',0,'','',0,0,'',0,0,0,'','Default','','','','','','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0,'',''),('95-009','','Concourse A Apron Ph 1 92085A3',0,'DCAD',0,'','',0,0,'',0,0,0,'','Aviation Building - Structure','','','','','','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0,'',''),('95-010','','Organization Exp. Pre-Cast Yd.',0,'',0,'','',0,0,'',0,0,0,'','Default','','','','','','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0,'',''),('95-011','1F0101','Branch Avenue Station (F10a - Greenline)',54150000,'WMATA',0,'1995','',54150000,54150000,'1-Oct-99',0,0,0,'Bid Build','Heavy Civil','Andres Mendoza','','','Narindar Kumar','DMJM','Suitland','MD','USA','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif; font-size: 10pt;\">The Branch Avenue Station &amp; Line F10a (Green Line) project completed for the Washington Metropolitan Area Transit Authority, better known as WMATA, included the&nbsp;construction of 1.6 miles of dual train track. (0.5 miles consists of precast concrete, post-tensioned single box segmental aerial structure, 0.8 miles of ground level and open cut section and 0.3 miles of two (2) level below ground station.) The project included acoustical barrier sound panels, cast-in-place retaining walls, two AASHTO girder roadway bridges, vehicle parking areas (over 3,000 spaces), kiss-n-ride, sanitary sewers, drainage, potable water distribution system and electrical distribution system.&nbsp;More than 51,000 LF of prestressed concrete piling and 90,000 SF of precast post tensioned segmental construction was completed along with more than 30,000 SF of streetscaping work. &nbsp;In addition to the main station, the project included a traction power substation building and a tie-breaker station building. &nbsp;Architectural features of the Branch Avenue station included skylights, precast concrete architectural features, stainless steel railings, cladding, bus shelters and platform shelters. &nbsp;The segmental bridge line segment was constructed through the environmentally sensitive Henson Creek and over the Suitland Parkway, part of the Natioanl Park System.</span></p>','','','','','54131addc2293.jpg','54131adebd0bc.jpg','556e249983327.jpg',1,0,'556e2538b316c.jpg','noimagee.png'),('96-001','','Air Jamaica',0,'',0,'','',0,0,'',0,0,0,'','Default','','','','','','','','','','','','','','noimage.png','noimageb.png','noimagee.png',0,0,'',''),('96-002','95470','Tri-Rail Miami Airport Station (Miami, FL)',4727670,'Tri-Rail',0,'1996','',4727670,4727670,'1-Apr-98',0,0,0,'','Heavy Civil','Mike Nash','95470','','Michael Gagnon','','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">This&nbsp;mass transit project, built for the Tri-County Commuter Rail Authority, consisted of the construction of a ground-level station with tensioned Teflon fiberglass fabric roofing system, including all support systems, such as rest room, ticketing and parking facilities, and all utilities, sanitary sewer, drainage, water, and electrical distribution system. The 800 foot train platform is comprised of concrete gravity walls backfilled, with slab-on-grade deck. The rail corridor includes double track subgrade and drainage. Rails and tie work was done by CSX Railroad.&nbsp;</span></span></p>','','','','','541319f9dfe74.jpg','541319fa86110.jpg','noimagee.png',1,0,'',''),('96-004','W-744','Alexander Orr Jr. Wastewater Plant (Miami-Dade, FL)',7438250,'MDWASD',0,'','',7438250,7438250,'1-Mar-98',0,0,0,'Bid Build','Heavy Civil','Emilio Mascaro','W-744','','Alma Santiago','','Miami','FL','USA','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">The Alexander Orr Wastewater Treatment Plant (Reservoir No. 5) project was completed for the Miami-Dade Water and Sewer Department (MDWASD) and included clearing and grubbing, excavating, dewatering, including sheet piling and trenches, and preparation of site for the construction of a reinforced concrete 20 million gallon potable water reservoir (approximately 705&nbsp;FT&nbsp;x 265 FT), furnishing and installing four (4) sluice gates (84 in&nbsp;x 84 in); installation of piping and valves, miscellaneous electric work, landscaping and all other related items necessary for complete installation.&nbsp;</span></span></p>','','','','','541303f7b6332.jpg','541303f98cf5d.jpg','noimagee.png',1,0,'noimaged.png','noimagee.png'),('96-005','','Chiaffredo Bellero\'s Residents',0,'',0,'','',0,0,'',0,0,0,'','Default','','','','','','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0,'',''),('97-001','N/A','Main Office Remodeling',0,'Internal',0,'N/A','N/A',0,0,'N/A',0,0,0,'N/A','Default','Accounting','000-000-000','N/A','N/A','N/A','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0,'',''),('97-002','','Recchi Plant',0,'',0,'','',0,0,'',0,0,0,'','Default','','','','','','','','','','','','','','','','',0,0,'',''),('97-003','CG-9-2(1)01','Sidney Lanier Bridge (Brunswick, GA)',0,'GDOT',0,'1997','',64275500,64275500,'31-Dec-01',0,0,0,'Bid Build','Bridges','Brian West','CG-9-2(1)01','','Lisa Sikes','TY-Lin International     DRC Consultants','Brunswick','GA','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">The Sidney Lanier Bridge is a cable-stayed bridge that spans the Brunswick River in Brunswick, GA. &nbsp;This bridge project, built for the Georgia Department of Transportation, incorporated 1.6 miles of construction consisting of the main span of the Sidney Lanier Bridge, the remaining portions of the south and north approach bridge, a bridge inspection traveler &amp; protective islands on SR 25/US 82/US 17 over the Brunswick River in Brunswick. This high level bridge (185 Ft over water) is a cable stayed bridge with a main span of 1,250 Ft carrying four (4) lanes of traffic over a very busy navigable waterway that is the main entrance to the Port of Brunswick in the State of Georgia.</span></span></p>\r\n<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">The width of the bridge is 71 feet between curbs. The navigation channel has a minimum horizontal clearance of 400 feet and a vertical clearance of 185 feet. The minimum clearance between pier protection islands is 1,040 feet. Supported by 176 stay cables, the main span is anchored into twin pylons rising 480 feet above the surface of the river. &nbsp;The Sidney Lanier Bridge is the tallest and longest bridge in GA and the seventy-sixth longest cable stayed bridge in the world.</span></span></p>\r\n<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif; font-size: 10pt;\">Innovative techniques were used to construct the pier islands, towers, support trussess and bridge deck. &nbsp;Additional complexities included seismic, aerodynamic, and enivronmental considerations. &nbsp;The Sidney Lanier bridge provides an elegant cable-stayed crossing of the Brunswick River, and also interacts well with the wildlife in its environment. &nbsp;The project was constructed by a Joint Venture of Recchi America (now Condotte America) and GLF in which Condotte was the lead partner.</span></p>','','Bridge Award of Excellence, 2005  American Segmental Bridge Institute ','','','5411e2b05c243.jpg','5411e2b9dab55.jpg','noimagee.png',1,1,'544e98aa9d4ed.jpg','noimagee.png'),('97-004','','I-95 Boynton-Piling/Zep Const.',0,'',0,'','',0,0,'',0,0,0,'','Default','','','','','','','','','','','','','','','','',0,0,'',''),('97-005','','I-95Boynton-NoiseWll/Community',0,'',0,'','',0,0,'',0,0,0,'','Roadway -Structure','','','','','','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0,'',''),('97-006','19727','HEFT Tamiami Toll Plaza (Miami-Dade, Florida)',29088000,'FDOT - TPK',1997,'','',29088000,29088000,'28-Feb-01',0,0,92,'Bid Build','Facilities','Danny Garcia','97870-3313','','Bill Braniff','','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">The project includes demolition of existing buildings and construction of four new facilities; two main toll plazas buildings with ten lanes and toll booths each, a mid-size toll plaza with three lanes and toll booths, and one small ramp toll plaza with three toll collection lanes. Each plaza includes new buildings with thorostucco exterior, new drainage system, water and sewer system, paving and signalization. </span></span></p>\r\n<p>&nbsp;</p>\r\n<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">In the two main toll plazas there is an access/utility tunnel between the administration building and the plaza. The administration building consists of, but is not limited to, the following rooms: counting vault, storage, manager, supervisor, lounge, toilet facilities and recorder room. The mid-size toll plaza administration building includes, but is not limited to, the following rooms: counting, vault, storage, supervisor, toilet facilities, and recorder room. The small ramp toll plaza includes a toll booth building with an attendant&rsquo;s area, toilet facilities and recorder room.&nbsp;</span></span></p>','','','','','5413097e053ef.jpg','5413097f6767d.jpg','noimagec.png',1,0,'',''),('97-007','','Toll Plaza/Precast Yard',0,'',0,'','',0,0,'',0,0,0,'','Default','','','','','','','','','','','','','','','','',0,0,'',''),('97-008','N/A','I  A-95 (CLOSED) Richmond Proj',0,'N/A',0,'N/A','N/A',0,0,'N/A',0,0,0,'N/A','Default','Emilio Rosiello','N/A','N/A','N/A','N/A','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0,'',''),('98-001','042332897-C1-20007','Veteran\'s Highway - Conway By Pass (Horry County, SC)',36072200,'SCDOT - 5',0,'1998','',36072200,36072200,'20-Oct-00',0,0,0,'Design Build','Bridges','Mike Nash','042332897-C1-20007','','David lewis','Flour Daniel;  SCDOT','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">Performing as subcontractor to Fluor Daniel for bridge work, Condotte&rsquo;s work included 17 bridges, 28.5 miles of roadways excavation, back</span></span><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">fi</span></span><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">lling of foundations, installation of piling and construction of footings, columns and abutments; pre-casting, delivery and erection of superstructures, (including all cast-in-place concrete, temporary and permanent post tensioning; pre-casting, delivery and erection of concrete beams and cast-in-place concrete decks; furnishing) delivery and erection of steel plate girders and cast-in-place concrete decks, furnishing and installation of concrete barrier walls, approach slabs on </span></span><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">fi</span></span><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">eld graded and wing walls at bridge ends, installation of Class V Finish on concrete surfaces, and furnishing and installation of expansion joints and execution of test piling, for Phase I of the Conway Bypass in South Carolina. Built under budget, the project was delivered 7 months ahead of schedule despite three hurricanes and a 500-yr event </span></span><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">fl</span></span><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">ood.</span></span></p>\r\n<p style=\"margin-bottom: 0in; line-height: 100%;\">&nbsp;</p>\r\n<p><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">Th</span></span><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">e project was recognized in 2001 with the NPHQ &ldquo;National Achievement Award State Winner for Quality Highway Work&rdquo; award.</span></span></p>','','','','','54131a7439065.jpg','54131a75211bd.jpg','noimagee.png',1,0,'',''),('98-002','','Rinker Yard',0,'',0,'','',0,0,'',0,0,0,'','Default','','','','','','','','','','','','','','','','',0,0,'',''),('98-003','','Organization, Exps. VA',0,'',0,'','',0,0,'',0,0,0,'','Default','','','','','','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0,'',''),('98-004','','Prest. Piling - Curry Ind.',0,'',0,'','',0,0,'',0,0,0,'','Default','Raul Graupera','','','','','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0,'',''),('98-005','N/A','I-895 Conntector - Richmond,VA (old)',0,'N/A',0,'N/A','N/A',0,0,'N/A',0,0,0,'Design Build Finance','Default','Emilio Rosiello','N/A','N/A','N/A','N/A','Richmond','VA','USA','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">The Route 895 over I-95 and the James River Project in Richmond, Virginia is part of the 8.8-mi. Route 895 Connector Project that connects I-95 and I-295. The $381 million high-level inter-change was constructed under a design-build contract. The segmental bridges consist of the east and west approaches, the river crossing over the James River and three ramp structures. The approaches are pre-cast and built in balanced-cantilever. The west approach was constructed with a self-launching over-head gantry. The ramps are precast concrete segmental box girders and built span-by-span using a self-launching underslung erection truss. The river crossing has a 205 meter main span that was constructed cast-in-place in balanced cantilever using form travelers. The main span segments vary in depth from 12 to 4 meters and in width from 19 to 23.5 meters. Construction of the nearly 200 cast-in-place two cell segments ranging in length from 3.96 to 4.88 meters was accomplished through simultaneous use of three pairs of form travelers. The first river crossing typical segment was cast in November of 2000. While most of the main piers consist of stiff twin-column arrangements, a single-column pier on the westbound bridge was stabilized during construction using a unique cable-stayed arrangement. </span></span></p>\r\n<p>&nbsp;</p>\r\n<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">The Joint Venture of Condotte America, Inc. and McLean Contracting provided all labor, supervision, materials and equipment and all incidentals necessary to perform all the bridge work for the prime contractor, Fluor Daniel-Morrion Knudsen, LLC.&nbsp;</span></span></p>','','','','','54130a6cde347.jpg','54130a709cd0e.jpg','noimagec.png',1,0,'noimaged.png','noimagee.png'),('98-006','','Warehouse (Harper)',0,'',0,'','',0,0,'',0,0,0,'','Default','','','','','','','','','','','','','','','','',0,0,'',''),('98-007','','P.C. BARRIER WALL',0,'',0,'','',0,0,'',0,0,0,'','Default','','','','','','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0,'',''),('98-A05','209300-D2-40000','Route 895 Connector / Pocahontas Parkway',126093000,'VA-DOT',0,'1998','',126093000,126093000,'1-Apr-02',0,0,0,'Design Build Finance','Bridges','Emilio Rosiello','209300-D2-40000','','Dave Wesson','Flour Daniel - Morrison Knudsen','Richmond','VA','USA','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">The Route 895 over I-95 and the James River Project in Richmond, Virginia is part of the 8.8-mi. Route 895 Connector Project that connects I-95 and I-295. The $381 million high-level inter-change was constructed under a design-build contract. The segmental bridges consist of the east and west approaches, the river crossing over the James River and three ramp structures. The approaches are pre-cast and built in balanced-cantilever. The west approach was constructed with a self-launching over-head gantry. The ramps are precast concrete segmental box girders and built span-by-span using a self-launching underslung erection truss. The river crossing has a 205 meter main span that was constructed cast-in-place in balanced cantilever using form travelers. The main span segments vary in depth from 12 to 4 meters and in width from 19 to 23.5 meters. Construction of the nearly 200 cast-in-place two cell segments ranging in length from 3.96 to 4.88 meters was accomplished through simultaneous use of three pairs of form travelers. The first river crossing typical segment was cast in November of 2000. While most of the main piers consist of stiff twin-column arrangements, a single-column pier on the westbound bridge was stabilized during construction using a unique cable-stayed arrangement.</span></span></p>\r\n<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">The Joint Venture of Condotte America, Inc. and McLean Contracting provided all labor, supervision, materials and equipment and all incidentals necessary to perform all the bridge work for the prime contractor, Fluor Daniel-Morrion Knudsen, LLC.&nbsp;</span></span></p>','','','','','54130d1624c18.jpg','54130d178014e.jpg','556e2c4ab5ef6.jpg',1,0,'544e8bc6549c3.jpg','noimagee.png'),('99-001','20479','SR-826 at NW 103 St (Hialeah, FL)',38923600,'FDOT - 6',0,'','Aug-99',38923600,38923600,'29-Oct-02',0,0,91,'Bid Build','Roadway & Highway','James  Rick  McNew','249113-1-56-02','','Dari Vorce','','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">This project included the necessary improvements at the intersection of the Palmetto Expressway and NW 103rd Street to provide eased access to and from local traffic in Hialeah, FL. The work included the construction of 4 bridges, retaining walls, roadway widening, embankment, asphalt paving, road signs, signalization and landscaping. The total project length was 2,445 meters. Construction was performed under existing, heavy traffic conditions and special circumstances as a result of the encroachment into the Westland Mall parking facility. </span></span></p>\r\n<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">Bridge #1: SR 826 (Palmetto Expressway) over NW 103 Street; total length 70.77 meters, 2 spans </span></span></p>\r\n<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">Bridge #2: SR 826 SB Ramp B and NB Ramp B over Little River Canal; total length 25.91 meters, 1 span. </span></span></p>\r\n<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">Bridge #3: Ramp D Overpass SR 826; total length 418.35 meters, 11 spans </span></span></p>\r\n<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">Bridge #4: SR 826 over W 60 Street; total length 32.31, 1 span. </span></span></p>\r\n<p><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">Condotte America completed the project ahead of schedule earning an early completion bonus. The project was awarded the FTBA &ldquo;Award for Best in Construction for Major Interchange&rdquo;. The project was recognized in 2003 with the FTBA &ldquo;Outstanding Major Bridge Project&rdquo; award.&nbsp;</span></span></p>','','','','','5411dfdd8424e.jpg','5411dfddebaa1.jpg','noimagee.png',1,0,'noimaged.png','noimagee.png'),('15-002','E8N58','Sunrise Boulevard / Turnpike Interchange Modification',49459000,'FDOT',1210,'7/29/15','',0,0,'',0,0,0,'Bid-Build','Roadway & Highway','Doug Conley','406103-1-52-01; 406103-1-56-01','','','','Sunrise','Florida','Broward','','','','','','noimage.png','noimageb.png','noimagec.png',1,0,'noimaged.png','noimagee.png');

--
-- Table structure for table `project_bak`
--

CREATE TABLE `project_bak` (
  `number` varchar(30) NOT NULL,
  `clientcontract` varchar(50) NOT NULL,
  `name` varchar(300) NOT NULL,
  `value` float NOT NULL,
  `owner` varchar(50) NOT NULL,
  `contractDays` int(11) NOT NULL,
  `awardDate` varchar(50) NOT NULL,
  `startDate` varchar(50) NOT NULL,
  `finalValue` float NOT NULL,
  `amount` float NOT NULL,
  `finalDate` varchar(50) NOT NULL,
  `finalContractDays` int(11) NOT NULL,
  `daysCompletedAheadBehind` int(11) NOT NULL,
  `cppr` int(11) NOT NULL,
  `deliveryMethod` varchar(100) NOT NULL,
  `category` varchar(50) NOT NULL,
  `projectManager` varchar(120) NOT NULL,
  `financialProjectNumber` varchar(50) NOT NULL,
  `federalJobNumber` varchar(50) NOT NULL,
  `ownerRep` varchar(100) NOT NULL,
  `engineer` varchar(100) NOT NULL,
  `city` varchar(50) NOT NULL,
  `state` varchar(50) NOT NULL,
  `country` varchar(50) NOT NULL,
  `profile` text NOT NULL,
  `partners` varchar(400) NOT NULL,
  `award1` varchar(70) NOT NULL,
  `award2` varchar(70) NOT NULL,
  `award3` varchar(70) NOT NULL,
  `image` varchar(70) NOT NULL,
  `imageb` varchar(70) NOT NULL,
  `imagec` varchar(70) NOT NULL,
  `display` smallint(6) NOT NULL,
  `featured` smallint(6) NOT NULL
) ENGINE=InnoDB DEFAULT CHARSET=latin1;

--
-- Dumping data for table `project_bak`
--

INSERT INTO `project_bak` VALUES ('00-001','E8B69','NW 12th St Interchange Toll Plazas - Beacon Tradeport',3498000,'FDOT - TPK',358,'13-Apr-00','13-Jul-00',3498000,3498000,'6-Jul-01',358,0,94,'Bid Build','Roadway -Structure - Bridge','Tony Chin','251941-1-52-01','','William Sears, P.E.','','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">The project encompasses the construction of two new three-lane toll plazas to serve The Dolphin Mall at the Beacon Tradeport Center at NW 12th Street and the Homestead Extension of Florida&rsquo;s Turnpike (SR 821). One plaza, designated a midsize toll plaza, consists of three lanes with a tollbooth, an administration building, and a generator/storage building. The administration building includes the following rooms: counting room, vault room, supervisor&rsquo;s office, manager&rsquo;s office, supplies room, toilet facilities, break room and recorder room. The generator/storage building includes a stand-by power generator system with above ground diesel fuel tank. The other plaza, designated a small ramp toll plaza, consists of three lanes with a tollbooth and a ramp building. The ramp building includes a recorder room, an office, and a break room. This facility also includes a packaged standby power system with an underground LPG storage tank. The toll lanes on each plaza are constructed with 12 inch thick Portland cement concrete paving and are covered by a 5,326 square foot concrete canopy. Both sites include asphalt surfaced parking lots for toll personnel, site drainage, water &amp; sewer services, electrical and security systems.&nbsp;</span></span></p>','','','','','541313987dc2f.jpg','5413139984da5.jpg','5413139a8de5c.jpg',1,0),('00-002','','Insurance Claim (I-895 VA)',0,'Internal',0,'N/A','N/A',0,0,'N/A',0,0,0,'N/A','Default','Accounting','000-000-000','N/A','N/A','N/A','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0),('00-003','251928-1-52-01     251919-1-52-01','SR 821 Widening and Reconstruction, Florida Turnpike - North & South',15390000,'FDOT - TPK',0,'2000','',15390000,15390000,'N - Apr 02        S - Dec 02',0,0,0,'Bid Build','Roadway -Structure - Bridge','Adriano Volpi','251928-1-52-01     251919-1-52-01','','','','','','','','','','','','','','',1,0),('00-004','','Insurance Premiums',0,'Internal',0,'N/A','N/A',0,0,'N/A',0,0,0,'N/A','Default','Accounting','000-000-000','N/A','N/A','N/A','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0),('00-005','','Campbell Drive - Canopy',0,'',0,'','',0,0,'',0,0,0,'','Default','','','','','','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0),('01-001','','Jordan Project',0,'',0,'','',0,0,'',0,0,0,'','Default','','','','','','','','','','','','','','','','',1,0),('02-001','E8C99','SR 821 Okeechobee Toll Plaza - Florida Turnpike (HEFT)',640000,'FDOT - TPK',0,'2001','',640000,640000,'31-Dec-02',0,0,98,'Bid Build','Roadway -Structure','','410257-1-52-01','','Terry Jenkins, P.E.','','','','','','','','','','','','',1,0),('02-002','21460','SR 90 Tamiami Trail (SW 8th/US 41) from 137th Avenue to 152nd Avenue',6528350,'FDOT - 6',0,'','',6528350,6528350,'15-Oct-03',0,0,108,'Bid Build','Roadway -Structure - Bridge','Brent Marley, P.E.','249704-2-52-01','','Mike Hammond, P.E.','','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">The project consists of the reconstruction of State Road 90 (Tamiami Trail/US-41), from a point west of </span></span></p>\r\n<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">S.W. 152nd Avenue to a point west of S.W. 137th Avenue. The work performed included road widening, milling and resurfacing, improvements to the drainage system, retaining wall construction, lighting and signing and pavement markings. Close coordination with multiple utility companies was necessary to prevent damages to existing systems and cooperate with several utility relocations. </span></span></p>\r\n<p>&nbsp;</p>\r\n<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">An alternative maintenance of traffic plan was proposed to eliminate a traffic shift and reduce the project duration without affecting the truck traffic and traveling motorists between Naples and Miami, consequently resulting in cost savings to the Owner. Project was delivered ahead of schedule and achieved an early completion bonus.&nbsp;</span></span></p>','','','','','541317fadc483.jpg','noimageb.png','noimagec.png',1,0),('02-003','21500','Krome Ave @ SW 8th Street',4845780,'FDOT - 6',0,'1-Sep-02','',4845780,4845780,'23-Oct-03',0,0,106,'Bid Build','Roadway -Bridge','Brent Marley, P.E.','405584-1-52-01','000S 478 X','Alex Barreras','','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">The project consisted of the reconstruction of the intersection at State Road No. 90 (Tamiami Trail/US-41) and Krome Avenue. The work performed included the construction of a new bridge over the Tamiami Canal, precast concrete retaining walls along the south and east edges of the canals, road demucking and reconstruction, drainage installation, lighting and signing and pavement markings. Close coordination was required with utility agencies amongst which were the South Florida Water Management District and AT&amp;T in order to protect natural resources and a critical main communication feed to Southwest Florida. Project was delivered ahead of schedule achieving an early completion bonus. The project was recognized in 2004 with the FTBA &ldquo;Outstanding Major Bridge Project&rdquo; award.&nbsp;</span></span></p>','','','','','54130e9d16b60.jpg','54130e9e4848e.jpg','noimagec.png',1,0),('02-004','112-004','MDX - SR 112 off Ramp to Okeechobee',3633810,'MDX',0,'','',3633810,3633810,'1-Dec-03',0,0,0,'Design Build','Roadway -Structure - Bridge','Fernando Goudie                 T. Gonzalas','112-004','','','','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">Performing as the bridge subcontractor on this design-build project that was located at the west end of SR-112, a main expressway in Miami-Dade, the work consisted of the widening of two existing bridges totaling over 500&iacute; in length. One bridge included structural steel girders, drilled shaft installation, 18&icirc; and 30&icirc; Pile driving, and deck placement. The other bridge consisted of 18&icirc; pile installation, footing/column construction, and prestressed AASHTO Type III/Modified Type III girders. The project is comprised of two maintenance of traffic phases in which both bridges were constructed simultaneously.&nbsp;</span></span></p>','','','','','54130f941f05a.jpg','54130f9585164.jpg','noimagec.png',1,0),('02-005','83612','MDX - SR 836 to HEFT (Florida Turnpike)',38893300,'MDX',997,'7-Jun-02','7-Jun-02',38893300,38893300,'28-Feb-05',997,0,0,'Design Build','Roadway -Structure - Bridge','Andres Mendoza','83612','','Alfred Lurigados, P.E.','HNTB, Inc','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">The contract required the complete design and construction of the re-aligned westbound SR 836 &ldquo;Dolphin Expressway&rdquo; from a point west of SW 97th Avenue to the southbound Homestead Extension of Florida Turnpike (HEFT). The project consisted of four vehicular bridges, roadway drainage, earthwork, asphaltic concrete roadway, six MSE retaining walls, retention ponds, roadway lighting, custom overhead sign structures, tree relocations. Bridges 11 &amp; 12 were comprised of steel box beams with integral post-tensioned concrete caps on spread footings. Bridge 16 which spans NW 107th Avenue consisted of Florida U-Beams, caps, columns and spread footings. Bridge 10 was a widening of the existing HEFT Ramp over NW Flagler Street consisting of AASHTO beams, cap, columns and footings with 18&icirc; pile foundations. Temporary components to the project included support of embankments with sheet piles and soil anchors, excavation supports and traffic detours. &nbsp;</span></span></p>','','','','','541311269dfb6.jpg','5413112737348.jpg','541311283310c.jpg',1,0),('02-006','000-020','MDX - SR 112 Toll Administrative Bldg',118905,'MDX',0,'2002','',118905,118905,'1-Apr-03',0,0,0,'Bid Build','Roadway -Structure','Rick Shaffer','000-020','','','','','','','','','','','','','','',1,0),('03-001','','Condotte Land / Cap/ Expenses',0,'Internal',0,'N/A','N/A',0,0,'N/A',0,0,0,'N/A','Default','Lou','000-000-000','N/A','N/A','N/A','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0),('03-002','','Miscellaneous Jobs',0,'Internal',0,'N/A','N/A',0,0,'N/A',0,0,0,'N/A','Default','Accounting','000-000-000','N/A','N/A','N/A','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0),('03-003','','Office Building & Shop',0,'Internal',0,'N/A','N/A',0,0,'N/A',0,0,0,'N/A','Default','Accounting','000-000-000','N/A','N/A','N/A','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0),('04-001','83605','MDX - SR 836 Extension',43014600,'MDX',1199,'1-Jan-04','',43014600,43014600,'1-Jan-07',1199,0,0,'Design Build','Roadway -Structure - Bridge','Adriano Volpi','83605','','','Gannet Fleming, Inc.','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">Performing as the structural subcontractor to Community Asphalt, Inc., this contract required the complete design and construction of the SR 836 &ldquo;Dolphin Expressway&rdquo; from NW 107th Avenue to NW 137th Avenue Including construction of NW 137th Avenue from SW 8th Street to NW 12th Street, Miami-Dade County. Condotte&rsquo;s subcontract scope of work in this project consisted of the construction of nine vehicular bridges, the widening and replacement of traffic railing barrier at two existing bridges over NW 107th Avenue (bridges 14 &amp; 15), ten MSE retaining walls and three Sound Walls. Bridges 1, 2, 3, 6, 7, 8, &amp; 9 were comprised of steel longitudinal box girders; steel cross girders, and flair and circular concrete columns on spread footings. Bridge 13, which spans NW 107th Avenue, consisted of precast Florida U-Beams, caps, columns and spread footings. The Bridge at SW 137th Avenue over Tamiami canal consisted of a flat slab bridge, caps, and 18&icirc; prestressed concrete piles foundation. The sound walls consisted of a system of precast components assembled over a 30-inch diameter auger cast piles foundation. Temporary components to the project included support of embankments with sheet piles and soil anchors.&nbsp;</span></span></p>','','','','','541310caa6416.jpg','541310cb9a0ef.jpg','541310cc91092.jpg',1,0),('04-002','T6023','SR 973 (SW 87th Ave) Reconstruction - SR 976 (Bird Road) to SR 90 (8th Street)',6486880,'FDOT - 6',0,'2004','',6486880,6486880,'11-Jul-06',0,0,84,'Bid Build','Roadway -Structure - Utilities','Doug Nugent    Fernando Goudie','407587-1-52-01','6061010U','Rudy Garcia, P.E','','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">In the midst of a predominantly residential urban area in Miami-Dade, this project consisted of several major improvements to State Road 973 (Galloway Road) from State Road 976 (Bird Road) to Grand Canal Drive. Among these improvements were more than two miles of roadway reconstruction of Galloway Road performed while maintaining traffic flow thru different maintenance of traffic phases. Key elements of construction included the bridge widening at Grand Canal on the north end, the construction of more than four miles of water main beyond the length of the project that required close coordination with a second agency (Miami-Dade Water and Sewer Department) and the construction of a new drainage system to accommodate the new road configuration. As a result of the location of the project, it was necessary to work hand-in-hand with the Owner&rsquo;s Public Information Office in order to coordinate the work with the least impact to the home and business owners.&nbsp;</span></span></p>','','','','','541318cb8e3bc.jpg','541318cc36d77.jpg','541318ccc3782.jpg',1,0),('04-003','83615','MDX - SR 836 WB Auxillary Lanes from 57th Ave to SR 826 Palmetto Expressway',12291900,'MDX',435,'1-Dec-04','21-Jan-05',12291900,12291900,'1-Apr-06',435,0,0,'Bid Build','Roadway -Structure - Bridge','Brent Marley, P.E.','83615','','','','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">This contract required the construction of an auxiliary lane on the Westbound SR 836 &ldquo;Dolphin Expressway&rdquo; from NW 57th Ave. to a point just east of the SR 826 &ldquo;Palmetto Expressway&rdquo;. The project included building a two-lane bridge adjacent to the existing westbound bridge, three MSE Walls, a soil stabilization system which included mini piles and geogrid, 48&rdquo; storm drainage, milling and resurfacing, thermoplastic, Type V Prestressed Beams, &amp; 30&icirc; prestressed piles. Due to the confined area, one of the challenges on this project was to build the bridge between the two canals and the two existing railroad tracks requiring monitoring by and coordination with the South Florida Water Management District and the CSX Transportation Network. </span></span></p>\r\n<p>&nbsp;</p>\r\n<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">Milestone bonus was achieved for early completion of the project.&nbsp;</span></span></p>','','','','','noimage.png','noimageb.png','noimagec.png',1,0),('04-004','','Condotte Land Development (Rinker Lake Fill)',0,'Internal',0,'N/A','N/A',0,0,'N/A',0,0,0,'N/A','Default','Lou Z','000-000-000','N/A','N/A','N/A','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0),('04-005','','Condotte Equipment',0,'Internal',0,'N/A','N/A',0,0,'N/A',0,0,0,'N/A','Default','Mike Vazquez','000-000-000','N/A','N/A','N/A','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0),('04-006','','MK Contr-Temp Steel Sheet Wall',0,'',0,'','',0,0,'',0,0,0,'','Default','Tony Gonzale','000-000-000','','','','','','','','','','','','','','',1,0),('05-001','E8F71','SR 91 New Toll Building, Widening & Resurfacing on Florida Turnpike at SR 806 Interchange (Atlantic Avenue)',28275400,'FDOT - TPK',1165,'19-Apr-05','9/8/2005',32871700,32871700,'11-Dec-08',1247,60,102,'Bid Build','Roadway -Structure - Bridge','Pete Sapp      Keith Cole','406092-5-52-01','','Walt Lange, P.E.','','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">This project consisted of the construction of the new Atlantic Avenue (SR 806) interchange at the Florida&rsquo;s Turnpike (SR91) and the widening of the Turnpike from south of Atlantic Avenue to north of the Atlantic Avenue SR806. Structures included new AASHTO concrete girder beams over SR806 and over the canal. The work also included the construction of a new Toll Plaza facility. Condotte America was able to meet the interim milestone and early completion milestone bonus dates. Project was completed 60 days ahead of schedule allowing the Florida Turnpike to begin their toll operation earlier than anticipated and again providing added value to our client.&nbsp;</span></span></p>','','','','','noimage.png','noimageb.png','noimagec.png',1,0),('05-001A','','SR 91 New Toll Building, Widening & Resurfacing on Florida Turnpike at SR 806 Interchange (Atlantic Avenue) - Emergency Work (Hurricane Wilma)',167907,'FDOT - TPK',0,'','',167907,167907,'1-Apr-06',0,0,0,'Emergency Work','Emergency Work','Pete Sapp      Keith Cole','406092-5-52-01','','Walt Lange, P.E.','','','','','','','','','','','','',1,0),('05-002','83619.06','MDX - SR 836 and 57th Avenue Interchange Modifications',3171850,'MDX',300,'1-Nov-05','',3171850,3171850,'1-Sep-06',300,0,0,'Bid Build','Roadway -Structure - Bridge','Brent Marley, P.E.     Ivan Urbana','83619.06','','','','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">Located on one the most traveled highways in Miami, FL, the project consisted of, but was not limited to, providing all labor, maintenance of traffic schemes, materials, equipment and incidentals necessary for the bridge widening and ramp improvements at the SR 836 and N.W. 57th Avenue Interchange. The work included clearing and grubbing, embankment, Type B stabilization, lime rock base, milling and resurfacing, asphalt pavement, drainage, gravity walls, bridge widening, guardrail, detector loop assemblies, lighting, signing and pavement markings.&nbsp;</span></span></p>','','','','','54131078dcc7d.jpg','noimageb.png','noimagec.png',1,0),('05-003','406147-1-52-01','SR 869 Sawgrass Expressway Widening, Florida Turnpike',11920700,'FDOT - TPK',0,'','',11920700,11920700,'1-Dec-07',0,0,0,'Design Build','Roadway -Structure - Bridge','Raul Grapera','406147-1-52-01   4061194','','Felix Vergara, P.E.','','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">This design-build project consisted of the widening of three existing bridges totaling over 400&iacute; in length and the construction of new sound barrier walls totaling over 15,000 feet in length. </span></span></p>\r\n<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">Two of the bridges consisted of cast-in-place spread footing foundations, concrete pier columns and caps, pre-stressed concrete AASHTO Type III girders and poured in place concrete deck and traffic railings. </span></span></p>\r\n<p>&nbsp;</p>\r\n<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">The remaining bridge was widened by installing pre-cast / pre-stressed concrete slabs on existing cast-in-place substructures. The Sound Walls consisted of a system of pre-cast concrete panels and posts installed in 30-inch diameter auger cast pile foundations.&nbsp;</span></span></p>','','','','','541317b2e8312.jpg','541317b3aca13.jpg','noimagec.png',1,0),('06-001','T6086','SR 826 Palmetto Expressway and NW 154th Street Interchange',3742530,'FDOT - 6',262,'15-May-06','1-Jun-06',3742530,3742530,'1-Feb-07',262,0,0,'Bid Build','Roadway -Structure - Bridge','Raul Graupera','414764-1-52-01','','','','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">The improvements under this contract consist of traffic operations improvements to the State Road No. 826 (Palmetto Expressway) N.W. 154th Street Interchange. in Miami Lakes, FL. This is one of the two access points to and from Miami Lakes in northern Miami-Dade County. Work zone space was one of the biggest challenges with drive-by traffic relatively close to the Work. Strict adherence to maintenance of traffic regulations and great planning allowed for an incident-free and smooth execution of the work involved. The project was recognized in 2007 with the FTBA &ldquo;Community Awareness&rdquo; award.&nbsp;</span></span></p>','','','','','5413166bcc742.jpg','5413166c05f81.jpg','5413166c3d644.jpg',1,0),('06-002','E-8G91','SR 821 HEFT - NW 74th St Interchange & Mainline Toll Plaza',63000000,'FDOT - TPK',990,'19-Oct-06','21-Jan-07',66027200,66027200,'11-Jun-10',1237,0,80,'Bid Build','Roadway -Structure - Bridge','Joe Ortega  Richard Nunez','415905-1-52-01  406104-1-52-01','','Robert Sullivan, P.E.','Gannet Fleming, Inc.','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">The project consisted of the construction of the Northbound and Southbound express toll lanes at the existing Okeechobee Mainline Toll Plaza on the HEFT (SR821) along with the widening of the Turnpike. Work also included construction of the C-D road system to tolls and off ramps, drainage, sound walls, and toll facilities. The express toll lanes utilized the Turnpike&rsquo;s Signature Gantries which were constructed and erected by Condotte. The contract included the construction of the new NW 74th Street interchange with the HEFT (SR 821), which consisted of four bridges including the 78&icirc; Florida Bulb Tee Concrete Girder bridge over the Turnpike. The unique foundation of the canal bridges incorporated a pre-drilled shaft with precast concrete piles. On site borrow pits were used and remained in place as permitted drainage ponds. </span></span></p>\r\n<p>&nbsp;</p>\r\n<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">The NW 74th Interchange also included two ramp Tolling Facilities. In addition, the existing mainline plaza was modified and renovated.&nbsp;</span></span></p>','','','','','541315d55a810.jpg','541315d411bda.jpg','noimagec.png',1,0),('06-003','','T&M -CAC TRPK',0,'FDOT - TPK',0,'','',0,0,'',0,0,0,'Time and Materials','Default','Jorge Abades','','','','','','','','','','','','','','','',1,0),('06-004','IBT-07-03','MDX - Kendall Ramp at SR 874 (Shula Expressway)',32876000,'MDX',0,'1-Feb-07','',32876000,32876000,'15-Jan-09',0,0,91,'Bid Build','Roadway -Structure - Bridge','Brent Marley, P.E.','87407-06','','Eduardo Rodriguez','','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">This project is to construct a major bridge from Kendall Drive (SW 88th St) over the existing SR 878 and tie back into the Northbound SR 874. The project includes building a bridge approximately 2,200 feet long and 30&iacute;-1&icirc; wide, MSE Wall construction, drilled shaft piling, a retaining wall under an existing bridge, steel sheet piling, sound barriers, asphalt, milling &amp; resurfacing, structural steel, and new landscaping. Due to the confined project area, one of the challenges will be to build this project in a predominantly residential area and between two existing highways.&nbsp;</span></span></p>','','','','','noimage.png','noimageb.png','noimagec.png',1,0),('07-001','','MDX - Emergency Beam and Deck  Repair at SR 836 and  72nd Avenue',240000,'MDX',0,'','',240000,240000,'1-Oct-07',0,0,0,'','Emergency Work','','','','','','','','','','','','','','','','',1,0),('07-002','','Medley Office Building',400000,'Condotte America Properties, LLC',0,'','',400000,400000,'',0,0,0,'Design Build Remodeling','Building Renovation - Private','Rick Shaffer','','','Enrique Espino, P.E.','','','','','','','','','','','','',1,0),('08-001','','Condotte Properties, LLC',0,'Internal',0,'N/A','N/A',0,0,'N/A',0,0,0,'N/A','Default','Accounting','000-000-000','N/A','N/A','N/A','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0),('08-002','ITB-08-04','MDX - SR 874 Killian Parkway Interchange Improvements',61461400,'MDX',1100,'28-Oct-08','',68146100,68146100,'',1100,0,0,'Bid Build','Roadway -Structure - Bridge','Brent Marley, P.E.','87404-06','','','','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">The work consisted of providing all labor, maintenance of traffic schemes, materials, equipment and incidentals necessary for the widening, surfacing, and reconstruction of State Road 874 from North of Southwest 117th Avenue to South of Kendall Drive and the roadway and bridge improvements to the Killian Parkway Interchange in Miami-Dade County, Florida. </span></span></p>\r\n<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">Five bridges were widening consisting of either prestressed concrete beams or structural steel plate girders. A new traffic movement was added to the exit ramp to Killian from Southbound SR 874. The project incorporated as a bid alternative the first transparent sound barrier walls used in Florida. Condotte also developed an alternate traffic control plan which minimized the duration of the construction impacts to the traveling public while also improving construction safety. Scope also included new aesthetic sign structures, lighting, guardrail and ITS. </span></span></p>\r\n<p>&nbsp;</p>\r\n<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">In true partnership with the client, Condotte achieved two interim milestones that were added to the project. The first was to adjust and accelerate phases of work to accommodate at no cost to the owner, a &ldquo;Go-Live&rdquo; implementation date of the All Electronic Tolling system under a separate follow-on contract. An interim bonus milestone was achieved for the early opening of the new Ramp F traffic movement.&nbsp;</span></span></p>','','','','','5411e090c0312.jpg','5411e09280014.jpg','5411e094b7348.jpg',1,1),('08-003','E-6E59','SR 826/SR 874 Palmetto Expressway - Section 2',177206000,'FDOT - 6',1300,'','1-Nov-08',177206000,88602800,'8-Mar-12',0,0,106,'Design Build Finance','Roadway -Structure - Bridge','Joe Ortega','249035-1-52-01','','Dari Vorce','BCC Engineering, Inc.                           TY Lin International','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">This design/build/finance project for the Florida Department of Transportation is part of the Palmetto Expressway Improvement Program executed to alleviate traffic congestion along these 2 critical highways in South Florida. The work consists of the addition of one general use lane in each direction; auxiliary lanes between all interchanges; interchange improvements and, operational and safety improvements along the SR826 mainline and ramps. The interchanges improved were the SR826 interchanges at SW 56 Street/Miller Drive, SR874/Don Shula Expressway and SW 40 Street/Bird Road. Four of the bridges were over the CSX railroad and are comprised of steel girders. The other interchange bridges were designed with concrete beams (AASHTO Type IV, Mod. Bulb Tee, Florida I Beams). This project also included a new pedestrian bridge, new drainage, lighting, landscaping improvements, ITS and signalization improvements. The team provided an alternative design that allowed for better traffic mobility while saving the client $53 million when compared to the next lowest bidder. Project was completed 171 days ahead of schedule and achieved an early completion bonus. The project was recognized in 2013 with the ASCE &ldquo;Project of the Year&rdquo; and the FTBA &ldquo;Statewide Best in Construction for Bridge Work&rdquo; awards.&nbsp;</span></span></p>','','','','','54131766401e2.jpg','54131766e0486.jpg','541317682f894.jpg',1,0),('09-001','E-6E61','SR 826/836 Palmetto Expressway - Section 5',588888000,'FDOT - 6',0,'','1-Nov-09',588888000,147222000,'1-Nov-14',0,0,0,'Design Build Finance','Roadway -Structure - Bridge','Sam Todd','249581-1-52-01','','Dari Vorce','BCC Engineering, Inc.','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">This project is the final and largest section of the 12-part Palmetto Expressway (S.R. 826) Improvement Program executed to alleviate the ever growing congestion along this critical highway. The reconstruction of the S.R. 826 and S.R. 836 Interchange, driven by more than 425,000 motorists daily, will enhance safety and reduce congestion. The Condotte - Community- de Moya Joint Venture was contracted to execute the improvements on this project, which include the reconstruction and widening along both S.R. 826 and S.R. 836, the construction of a four-level interchange in all directions, the reconstruction and modifications of the Flagler Street/ S.R. 826 interchange and the Milam Dairy Road/NW 72 Avenue/S.R. 836 interchanges. Four segmental bridges will be erected with an overhead gantry while the precasting of the segments is performed at Condotte&rsquo;s yard in Hialeah, FL. Other key improvements and benefits include new at-grade reconstruction of the adjacent Milam Dairy Road with new entrance/exit ramps to SR836, reconstruction widening and resurfacing of West Flagler Street between SW/NW 76 Avenue and SW/ NW 78 Place, installation of Intelligent Transportation Systems (ITS), installation of new signalization, lighting and landscaping, reconstruction of NW 12 St. beneath S.R. 826, and new bridges over future NW 7 St. and NW 82 Ave.&nbsp;</span></span></p>','','','','','541316fc76a11.jpg','541316fd6be50.jpg','541316fe42a59.jpg',1,0),('10-001','T6191','SR 112/I-95/NW 10th Ave to Biscayne Bay Widening - Bridge Repair/Rehabilitation',19922800,'FDOT - 6',0,'13-Aug-10','13-Aug-10',19922800,19922800,'1-Jun-12',0,0,0,'Bid Build','Roadway -Structure - Bridge','Richard Nunez Fernado Goudie','405578-1-52-01    405578-1-52-02       405-578-1-5','19516521','Ivan Hay','C3TS Engineers','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">The improvements under this contract consisted of widening, bridge repair/rehabilitation on SR 112 (I-195) from NW 10th Avenue to Biscayne Bay. Work included concrete pavement (new and restoration), retaining walls (cast in place, soldier pile/lagging, sheet pile and MSE), ITS, signalization and roadway lighting. Bridges construction included foundations of steel pipe piles and pre-stressed concrete piles, mass concrete substructure and Type II, III and IV pre-stressed concrete beams. </span></span></p>\r\n<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">The limited space between the right of way and limits of construction served as the primary challenge on the project. SR-112 (I-195) being a major thorough fare in urban Miami, proper traffic control and detour planning was required with not only the Department but with the City. A high strength early break concrete pavement mix was used for the nighttime pavement rehabilitation activity which allowed the traffic to travel on it the following morning. </span></span></p>\r\n<p>&nbsp;</p>\r\n<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">Condotte&rsquo;s partnership with the Owner and community stakeholders resulted in the temporary openings of the North Miami Avenue Exit Ramp during the Art Basel and Wynwood Art Festival events. Condotte was able to reschedule its work to accommodate these special requests. The project was recognized in 2013 with the FTBA &ldquo;Best in Construction for Bridge Work&rdquo; award.&nbsp;</span></span></p>','','','','','54131564d1e2b.jpg','54131565adc25.jpg','5413156670faa.jpg',1,0),('11-001','T6233','I-75 Ramp @ Palmetto & NW 103 Street',6726610,'FDOT-6',420,'26-Jul-11','',0,0,'',0,0,0,'Bid Build','Roadway -Structure - Bridge','Doug Parrish Fernando Goudie','425478-1-52-01 425478-1-56-02','7541591','Ivan Hay','','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">This contract consisted of adding auxiliary lanes along SR-93 / I-75 Eastbound from the I-75 Ramp and SR-826 Southbound between the exit ramp on SR-93 / I-75 and NW 103rd Street. Other work included the repaving of the exit ramps, drainage system improvements, installation of new signage, lighting, and landscaping. Among the challenges on this project was the need to work thru different maintenance of traffic phases to minimize disruptions to the Public. Condotte America incorporated an innovative alternate design for the retaining wall - the new award-winning design was the first tilt-up precast retaining wall using an elastic pumped fill.&nbsp;</span></span></p>','','','','','54130bc6862c9.jpg','54130bc8198c6.jpg','54130bc9ea8df.jpg',1,0),('11-002','E4L94','Indrio Road Bridge/Sub to Dickerson',17175200,'',270,'15-Aug-11','1-Mar-12',0,2377090,'31-Jan-13',0,0,0,'Design Build','Roadway -Structure - Bridge','Maciel Mustiga','413-047-1-52-01','0952-144-I','Bernie Barrile','','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">State Road 9/I-95 from South of SR614/Indrio Road (MP 23.190) to Indian River/St. Lucie County Line (MP 27.259). Design Build Project with a 270 construction day duration for widening I-95 from 4-lanes to 6-lanes to include the widening of the Indrio Bridge (SR614). Condotte is a subcontractor for the Indrio Bridge portion to Dickerson Florida, Inc. &nbsp;</span></span></p>','','','','','54130e3539f4b.jpg','54130e35f288d.jpg','54130e37299d6.jpg',1,0),('11-003','E8K36','Indiantown Road Bridge Replacement',4694550,'Turnpike District',405,'1-Nov-11','30-Jan-12',0,0,'',0,0,0,'Bid Build','Roadway -Structure - Bridge','Rob Sullivan Maciel Mustiga','422350-1-52-01','N/A','Aime Yocca','','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">This project consist of the construction of the new entrance/exit ramp at Indiantown Road and the Florida&rsquo;s Turnpike (SR91). Work includes demolition of the existing bridge and construction of one (1) new bridge. Structures include FIB 78&icirc; prestressed concrete beams over SR91, MSE walls at each end of the bridge, temporary critical steel pile walls and temporary critical MSE Wall.&nbsp;</span></span></p>','','','','','54130d962720e.jpg','54130d9731264.jpg','54130d98529cd.jpg',1,0),('12-001','E8M12','Turnpike Ramp @ PGA Blvd',6174830,'Turnpike District',360,'1-May-12','10-Sep-12',0,0,'1-Nov-13',0,0,0,'Bid Build','Roadway -Structure - Bridge','Rob Sullivan Maciel Mustiga','422349-1-52-01','N/A','','Creative Engineering Group','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">Work consists of providing all labor, materials, equipment and incidentals necessary for the replacement of ramp bridge at the PGA Boulevard / Florida&rsquo;s Turnpike Interchange and associated ramp improvements.</span></span></p>','','','','','54131a36e95b2.jpg','54131a3790bcc.jpg','54131a389ac36.jpg',1,0),('12-002','E5R16','I-4 Widening',134462000,'FDOT-5',0,'22-Feb-12','',0,0,'',0,0,0,'Design Build','Roadway -Structure - Bridge','de Moya PM','408464-1-52-01','0042 250 I','','','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">The Condotte / deMoya Joint Venture was contracted to widen 14 miles of I-4 from a 4 lane interstate to six lanes. New concrete pavement will replace the existing asphalt lanes. All existing bridges between the limits of the project will be replaced including a new flyover for the realigned I-4 eastbound off ramp to eastbound US 92. The project also includes new drainage, guardrail, ITS, signing and pavement marking improvements. A favorable technical score resulting from our innovative design concepts placed us as low bidder although our price was not the lowest presented at bid time.&nbsp;</span></span></p>','','','','','noimage.png','noimageb.png','noimagec.png',1,0),('12-003','Z-6056','Emergency Debris Removal',500000,'FDOT -6',365,'25-May-12','open',0,0,'10-Jun-15',0,0,0,'Emergency Work','Debris Removal','N/A','TBD','TBD','N/A','','','','','','','','','','','','',1,0),('12-004','RFP-12-03 83624.030','MDX ORT',20357100,'MDX',673,'18-Mar-13','18-Mar-13',0,0,'',0,0,0,'Design Build','Roadway -Structure - Bridge','Ralph Hernandez Tim Battaglia','83624.024','N/A','','','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">The Project includes the necessary infrastructure modifications to support the Open Road Tolling (ORT) conversion of SR 836 between NW 62nd Avenue and I-95 and all the civil work necessary to accommodate the System Integrator&rsquo;s ORT tolling equipment while preserving MDX&rsquo;s aesthetic and functional requirements, including the removal and conversion of the existing mainline toll plaza at NW 17th Avenue and the implementation of ten (10) additional ramp tolling locations. The scope of work comprises the installation of gantries, ORT toll equipment including buildings and shelters, ITS, overhead signing, lighting, and the reconstruction of the SR 836 roadway to accommodate highway-speed vehicle traffic thru the former toll plaza areas for the implementation of the ORT design. </span></span></p>\r\n<p>&nbsp;</p>\r\n<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">This project is unique in that existing structural features at the existing mainline toll plaza are being reused to the greatest extent possible while preserving MDX&rsquo;s aesthetic and functional requirements.&nbsp;</span></span></p>','','','','','noimage.png','noimageb.png','noimagec.png',1,0),('12-005','E-7H90','SR694 Gandy Blvd.',82889000,'FDOT-7',968,'17-Dec-13','',0,0,'',0,0,0,'Design Build','Roadway -Structure - Bridge','Doug Parrish Matthew Saenz','256931-25-201','1356011P','','','','','','','','','','','','','',1,0),('13-001','E8M76','Widen HEFT @ Eureka Drive',40893500,'FDOT-6',1,'8-May-13','',0,0,'',0,0,0,'Bid Build','Roadway -Structure - Bridge','Fernando Goudie                  Idel Mederos','415488-1-52-01','N/A','','','','','','','','','','','','','',1,0),('13-002','E6I05','SR826/I-75 Express Lanes',243637000,'FDOT-6',1,'8-Jan-14','31-Mar-14',0,0,'',0,0,0,'Desgin Build','Roadway -Structure - Bridge','Adriano Volpi Maciel Mustiga','432687-1-52-01 432687-2-52-01 432687-1-56-01 43079','N/A','','','','','','','','','','','','','',1,0),('91-002','72160-3505','Acosta Bridge (Jacksonville, Florida)',48236600,'FDOT',0,'','1990',48236600,48236600,'1-Aug-94',0,0,0,'Design Build','Heavy Bridge','Kevin Davy','72160-3505','','Jim McLaughlin','Fred Wilson and Associates','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">Condotte America&rsquo;s first trademark of excellence, the Acosta Bridge was the cornerstone to what the company is today. The project earned the &ldquo;Florida Transportation Builders Association&rsquo;s Outstanding Major Bridge Project&rdquo; and the &ldquo;Cement Association&rsquo;s Concrete Bridge Award for Excellence&rdquo;. The structure is a dual concrete segmental, continuously post-tensioned box girder bridge over the St. John&rsquo;s River. The method of construction was cast-in-place, balanced-cantilever with a center span of 630 feet in length. The structure has a clear height of 75 feet above the river. Each bridge carries 3 lanes of traffic, together with a lane for a future automated tram or people mover. The project was recognized in 1994 with the PCA &ldquo;Concrete Bridge Award of Excellence&rdquo; and the 1995 FTBA &ldquo;Outstanding Major Bridge Project&rdquo; awards.&nbsp;</span></span></p>','','','','','5411c3d4d1ace.jpg','5411c4126cc8e.jpg','5411c420367e0.jpg',1,1),('91-003','A-0225B','North Central Vocational School',11465900,'Dade Count Public Schools',0,'1991','',11465900,11465900,'1-Jul-92',0,0,0,'Bid Build','School Building - Structure','','A-02250B','','Dr. Paul J. Phillips','','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">This new school project consisted of approximately 300,000 square feet of building area in 12 attached buildings, including slabs-on-grade, concrete and steel structural framing, concrete masonry and glass block walls, elevated slabs-on-prestressed concrete joists, built-up roofing, preformed metal roofing, light gauge metal stud framing, mechanical and electrical systems, chiller plant, intrusion alarm system, fire protection system, cooling towers, utilities, door and window units, gymnasium, cafeteria, and kitchen.&nbsp;</span></span></p>','','','','','54131307405c5.jpg','5413130809af9.jpg','noimagec.png',1,0),('91-004','663172','Omni Guideway - Metro Mover Extension Metro-Dade Transit Agency (MDTA)',32200000,'MDTA',560,'','',32200000,32200000,'16-Nov-92',0,0,0,'Bid Build','Mass Transit','','663172','','Kenneth Dunne, P.E.','','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">Construction of 1.4 miles of elevated steel guideway for automated light rail system including foundations, piers, steel girders, cable trays, running surfaces and steel guide beam in downtown Miami, Florida. Also included was, maintenance of traffic, traffic signalization, electrical work, and night work, as necessary. Roadwork included demolition, earthwork, reconstruction of existing streets, also excavation and dewatering as required.&nbsp;</span></span></p>','','','','','541313f9d5fb6.jpg','541313fa96c22.jpg','541313fb69d79.jpg',1,0),('91-005','99004-3420','Noise Barrier Wall at I-95  in Broward and Palm Beach Counties',7139770,'FDOT - 4',0,'1991','',7139770,7139770,'1-Feb-92',0,0,0,'Bid Build','Roadway','','99004-3420','','William Walsh, P.E.','Balfour Beatty','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">This project entailed the construction of a new Sound Barrier Wall along I-95, from South of Sample Road in Broward County, to South of Glades Road, in Palm Beach County, Florida. The wall is approximately 32,500 feet in length with an average height of 15 feet. The wall system is composed of precast concrete posts erected on auger cast piling with frame precast concrete panels connecting the vertical posts. The precast panels present an undulating pattern thereby creating a wave effect. Various architectural features are randomly incorporated in the faces of the panels.&nbsp;</span></span></p>','','','','','541312cb28442.jpg','541312ca68779.jpg','noimagec.png',1,0),('92-001','88-110-08','Chesapeake & Delaware Canal Bridge (Wilmington, Delaware)',58064100,'State of Delaware DOT',0,'','',58064100,58064100,'1-Nov-95',0,0,0,'Design Build','Heavy Bridge','Emilio Rosiello','','','Thomas Clement','Figg Engineering Group','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">This project comprised a high-level, cable-stayed bridge over the C&amp;D Canal , the first of its kind in the Delaware valley area and also the first pre-cast concrete bridge to be built in the United States. The bridge consists of 2 carriageways, 138 feet over the water, including: reinforcing steel, 36 stay cables, a main span of 750 feet, 2 side spans of 375 feet, and 26 approach spans of 150 feet each. The structure is cable-stayed concrete segmental with 4 shoulder lanes. Approaches were constructed using the span-by-span system with overhead launching truss. The bridge incorporates many features not found on most other canal bridges: Fixed high-level crossing, a 100 feet (30 m) clearance, six travel lanes with the option of restriping to eight, pull-off emergency shoulders on both sides (under the striping arrangement left at the end of construction), 65-mph speed limit, and separate approach spans only joining at the anchorages of the cables. The project was recognized in 1995 with the DelDOT &ldquo;Recognition of Excellent Performance in the area of Project Construction&rdquo;, the 1996 ACI &ldquo;Grand Prize Award for Concrete Bridges/Highways for Excellence in Concrete Design and Construction&rdquo;, and the NQI &ldquo;National Finalist for Quality Construction&rdquo; awards.&nbsp;</span></span></p>','','','','','5411e3b323de4.jpg','5411e3b468f9a.jpg','5411e3b61d8dd.jpg',1,1),('92-002','','Toll Plaza Renovations at NW 27th Ave Florida Turnpike - HEFT (SR 821)',2549740,'FDOT - TPK',0,'1992','',2549740,2549740,'1-Sep-93',0,0,0,'Bid Build','Roadway -Structure','Don Munson','','','Charles Wegman, P.E.','','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">The project included demolition of existing buildings at main and sub-plaza and construction of two new facilities; one main toll plaza building with three lane toll booth facilities and one sub-plaza with two lane toll booth facilities. Each included new buildings with aluminum exterior panels, new drainage system, water and sewer system, paving and signalization. On the main plaza a computer room, money and safe room, emergency generator and security system, were installed. Maintenance of traffic included work during night hours.&nbsp;</span></span></p>','','','','','541319afe37d4.jpg','541319aee1867.jpg','noimagec.png',1,0),('92-003','','',0,'',0,'','',0,0,'',0,0,0,'','Default','','','','','','','','','','','','','','','','',1,0),('92-004','','',0,'',0,'','',0,0,'',0,0,0,'','Default','','','','','','','','','','','','','','','','',1,0),('92-005','','',0,'',0,'','',0,0,'',0,0,0,'','Default','','','','','','','','','','','','','','','','',1,0),('92-006','DBC-1-92','Dade Count Aviation Department (DCAD) Cargo Bldg #2132',11130900,'DCAD',0,'','',11130900,0,'1-Feb-94',0,0,0,'Design Build','Aviation Building - Structure','Emilo Mascaro','DBC-1-92','','Rick Bejarano','Howard, Needles, Tammen & Bergendoff','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">The project consisted of the design and construction of a cargo building, located West of Miami International Airport. This was the first building of the new Cargo Facility Development Program by DCAD. The project was designed and constructed under a Fast Track concept; meaning that both the design and construction aspects progressed in parallel with each other. The design was executed in strict compliance with the design criteria stipulated by the airport consultants. Cargo Building 2132 consists of a modern warehouse facility of 113,000 square feet of cargo storage suitable to handle diverse types of cargo in transit to-and-from the cargo aircraft, a mezzanine incorporating 113,000 square foot of office space, 3 individual lobby areas, each with access to rest rooms, stairs, elevators, and rooftop parking. The building is 750 feet long and 130 feet wide with a reinforced concrete structure and prestressed concrete joist system roof.&nbsp;</span></span></p>','','','','','54130750ec3c5.jpg','54130752dbe64.jpg','noimagec.png',1,0),('92-007','','P.C. Canopies',0,'',0,'','',0,0,'',0,0,0,'','Default','Bob Sorrentino','','','','','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0),('93-001','','',0,'',0,'','',0,0,'',0,0,0,'','Default','','','','','','','','','','','','','','','','',1,0),('93-002','','Dade Count Aviation Department (DCAD) Cargo Bldg #2130',0,'DCAD',0,'','',0,0,'',0,0,0,'','Aviation Building - Structure','Richard Nunez','','','','','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">The project consisted of the design and construction of a cargo building, located West of Miami International Airport. This was the first building of the new Cargo Facility Development Program by DCAD. The project was designed and constructed under a Fast Track concept; meaning that both the design and construction aspects progressed in parallel with each other. The design was executed in strict compliance with the design criteria stipulated by the airport consultants. Cargo Building 2132 consists of a modern warehouse facility of 113,000 square feet of cargo storage suitable to handle diverse types of cargo in transit to-and-from the cargo aircraft, a mezzanine incorporating 113,000 square foot of office space, 3 individual lobby areas, each with access to rest rooms, stairs, elevators, and rooftop parking. The building is 750 feet long and 130 feet wide with a reinforced concrete structure and prestressed concrete joist system roof.&nbsp;</span></span></p>','','','','','5413071538df8.jpg','54130717376e0.jpg','noimagec.png',0,0),('93-003','','',0,'',0,'','',0,0,'',0,0,0,'','Default','','','','','','','','','','','','','','','','',1,0),('93-004','','Hurricane Andrew Emergency Debris Removal #18 - Federal Emergency Management Agency (FEMA)',5157100,'FEMA',0,'1-Jan-93','',5157100,5157100,'1-Sep-93',0,0,0,'Emergency Work','Emergency Work','Rick Shaffer','','','','','','','','','','','','','541309ca46869.jpg','541309cb4169a.jpg','541309cc439ee.jpg',1,0),('93-005','','',0,'',0,'','',0,0,'',0,0,0,'','Default','','','','','','','','','','','','','','','','',1,0),('93-006','','Recchi Equipment/Closed',0,'Internal',0,'','',0,0,'',0,0,0,'','Default','Accounting','000-000-000','','','','','','','','','','','','','','',1,0),('93-007','S-03298','Miami Dade Community College (MDCC) South Campus Parking Structure',1157420,'MDCC Board of Trustees',0,'','',1157420,1157420,'1-Nov-94',0,0,0,'Bid Build','School Building - Structure','Bob Sorrentino','S-03298','','George Myers','Spillis Candela & Partners, Inc.','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">This project encompassed the design and construction of perimeter walls of a five (5) story parking garage Building. The walls are constructed of 10 inch thick precast concrete panels with a height of 50 foot - 7 inches. The panels are constructed of white cement concrete mix with exposed aggregate finish.&nbsp;</span></span></p>','','','','','5413123ac4671.jpg','5413123b800d0.jpg','noimagec.png',1,0),('94-001','','Dadeland Towers',5500000,'Frisk Corporation',0,'','',5500000,5500000,'',0,0,0,'Design Build Remodeling','Building Renovation - Private','Rick Shaffer','','','Esslinger-Wooten Maxwell','','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">The project included total and complete renovations, remodeling and upgrading of two (2) existing seven </span></span></p>\r\n<p>&nbsp;</p>\r\n<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">(7) story office buildings, encompassing the following items of work:&nbsp;</span></span></p>','','','','','541307e756430.jpg','noimageb.png','noimagec.png',1,0),('94-002','','Enrique Espino-Residence',0,'',0,'','',0,0,'',0,0,0,'Design Build Remodeling','Building Renovation - Private','Rick Shaffer','','','','','','','','','','','','','','','',1,0),('94-003','','Harper\'s -  Residence',0,'',0,'','',0,0,'',0,0,0,'Design Build Remodeling','Building Renovation - Private','Rick Shaffer','','','','','','','','','','','','','','','',1,0),('94-004','','Sweeting Const. - Matt Godlove',0,'',0,'','',0,0,'',0,0,0,'Design Build Remodeling','Building Renovation - Private','Rick Shaffer','','','','','','','','','','','','','','','',1,0),('94-005','','Don Munson - Residence',0,'',0,'','',0,0,'',0,0,0,'Design Build Remodeling','Building Renovation - Private','Rick Shaffer','','','','','','','','','','','','','','','',1,0),('94-006','18645','Roosevelt Bridge (Stuart, Florida)',54714600,'FDOT - 4',0,'1994','',54714600,54714600,'2-Jul-98',0,0,88,'Design Build','Heavy Bridge','Charles E. Cross','228759-1-52-01','','George Denti','Figg Engineering Group;  Reynolds Smith & Hills;  Lo Buono Armstrong & Associates','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">This new bridge project incorporated a high-level pre-cast segmental bridge over the St. Lucie River in Stuart, Florida. The superstructure of the twin bridges consists of two 61 foot wide single-cell girders, accommodating six 12 foot traffic lanes, two 8 foot wide shoulders, and one, 5 foot wide walkway. The Foundations were constructed with 30-inch square concrete piles. The substructure consists of mass concrete footings, rectangular columns, and flared pier caps &ntilde; all constructed with cast-in-place concrete. The 1,112 pre-cast concrete bridge segments were erected with balanced cantilevers, using an overhead self-launching truss. Condotte self-performed all segmental concrete bridge activities including casting yard, segment erection and substructure work. The project was recognized in 1998 with the FTBA &ldquo;Outstanding Major Bridge Project&rdquo; and the 1998 PCA &ldquo;Concrete Bridge Award of Excellence&rdquo; awards.&nbsp;</span></span></p>','','','','','5411e308b76ef.jpg','5411e309f14e5.jpg','5411e30b4a925.jpg',1,1),('94-007','18760','NW 106th Street Interchange at Florida  Turnpike -HEFT (SR 821)',8653860,'FDOT - TPK',0,'','',8653860,8653860,'3-Sep-96',0,0,96,'','Roadway -Bridge','Emilio Rosiello','251822-1-52-01','','Charles Wegnam, P.E.','','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">The project consisted of construction of a new Interchange of the Homestead Extension of Florida&rsquo;s Turnpike (HEFT). This work included construction of a new 4 Lane Concrete Bridge (overall length &ntilde; 205 Feet), Clearing &amp; Grubbing, Excavation, Drainage, Earthwork, Embankment and Stabilization, Limerock Base, Type &lsquo;S&rsquo; Asphaltic Concrete, Asphalt Friction Course, Curb &amp; Gutter, Traffic Separators, Shoulder Gutters, Barrier Wall, Sidewalk, Rip-Rap, Guardrail, Fencing, Seeding, Mulching, Signage, Pavement Markings, Roadway Lighting, Sanitary Sewer Systems, Sewage Treatment System, Water Lines, Utility Work, 2 new Toll Plazas, complete with buildings, On and Off Ramps connecting N.W. 106th Street with the HEFT Roadway, and other Incidental Items.&nbsp;</span></span></p>','','','','','5413133aabdb6.jpg','5413133b9c3ce.jpg','noimagec.png',1,0),('94-008','','Recchi-Segment Pre-cast',0,'',0,'','',0,0,'',0,0,0,'','Default','','','','','','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0),('94-009','','HARP Water & Sewer (MIA2132)',0,'',0,'','',0,0,'',0,0,0,'','Utilities','','','','','','','','','','','','','','','','',1,0),('94-010','94-039M19','Airport Noise Wall (Miami-Dade, FL)',5139850,'Dade County Aviation Department',0,'','',5139850,0,'1-Dec-95',0,0,0,'Design Build','Aviation Building - Structure','Mascaro / Watson','94-039M19','','Juan Delgado','','','','','','','','','','541304a208c41.jpg','541304a2e7ead.jpg','noimagec.png',1,0),('94-011','','Precast Airport Noise Wall - Dade County Aviation Department (DCAD)',0,'DCAD',0,'','',0,0,'',0,0,0,'','Aviation Building - Structure','Reggie Watson','','','','','','','','','','','','','','','',1,0),('95-001','3131-1','Everglades Farmworkers Village, Phase I, Site 2',18062500,'Everglades Community Association, Inc.',0,'1995','1995',18062500,18062500,'1-Mar-97',0,0,0,'Bid Build','Building New - Private','Michael Nash','','','Mitch Friedman','','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">The project consists of a 54-acre site on which 246 residential units were constructed. In addition, there is an administrative complex, consisting of maintenance buildings, administrative buildings, and a community building. The residential units were designed and built to assist the agricultural farm workers access to affordable housing. The development comprised 46 four-bedroom single-family homes, 83 three-bedroom duplex units, and 15 two-bedroom duplex units. Included in the project was construction of the total infrastructure, including: land development, water &amp; sewer, drainage, street and road pavement, etc.&nbsp;</span></span></p>','','','','','541308a568342.jpg','541308a400eab.jpg','noimagec.png',1,0),('95-002','','Conway Bypass(CLOSED)',0,'',0,'','',0,0,'',0,0,0,'','Default','Accounting','','','','','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0),('95-003','','Dadeland Tenant Improvements',0,'',0,'','',0,0,'',0,0,0,'Design Build Remodeling','Building Renovation - Private','Rick Shaffer','','','','','','','','','','','','','','','',1,0),('95-004','','Atrium Office Park',0,'',0,'','',0,0,'',0,0,0,'Design Build Remodeling','Building Renovation - Private','Rick Shaffer','','','','','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0),('95-005','','Recchi -  Equipment',0,'Internal',0,'','',0,0,'',0,0,0,'','Default','Mike Vazquez (305)345-5476','000-000-000','','','','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0),('95-006','','PC Panels @ Motorsports Cplx.',0,'',0,'','',0,0,'',0,0,0,'','Default','','','','','','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0),('95-007','','First Reserve(Warehouse)',0,'',0,'','',0,0,'',0,0,0,'','Default','','','','','','','','','','','','','','','','',1,0),('95-008','','Gables Waterway (Hotel)',0,'',0,'','',0,0,'',0,0,0,'','Default','','','','','','','','','','','','','','','','',1,0),('95-009','','Concourse A Apron Ph 1 92085A3',0,'DCAD',0,'','',0,0,'',0,0,0,'','Aviation Building - Structure','','','','','','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0),('95-010','','Organization Exp. Pre-Cast Yd.',0,'',0,'','',0,0,'',0,0,0,'','Default','','','','','','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0),('95-011','1F0101','Washington Metropolitan AreaTransit Authority (WMATA) - Branch Ave. Station & Line',54150000,'WMATA',0,'1995','',54150000,54150000,'1-Oct-99',0,0,0,'','Mass Transit','Emilio Rosiello','','','Narindar Kumar','','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">The work includes construction of 1.6 miles of dual train track. (0.5 miles consists of precast concrete, post-tensioned single box segmental aerial structure, 0.8 miles of ground level and open cut section and 0.3 miles of two (2) level below ground station.) The project includes acoustical barrier sound panels, retaining walls, two AASHTO girder roadway bridges, vehicle parking areas, sanitary sewers, drainage, potable water distribution system and electrical distribution system.&nbsp;</span></span></p>','','','','','54131addc2293.jpg','54131adebd0bc.jpg','54131adf95812.jpg',1,0),('96-001','','Air Jamaica',0,'',0,'','',0,0,'',0,0,0,'','Default','','','','','','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0),('96-002','95470','Tri County Commuter Rail Authority (Tri-Rail) Miami Airport Station',4727670,'Tri-Rail',0,'1996','',4727670,4727670,'1-Apr-98',0,0,0,'','Mass Transit','Mike Nash','95470','','Michael Gagnon','','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">This mass transit project consisted of the construction of a ground-level station with tensioned Teflon fiberglass fabric roofing system, including all support systems, such as rest room, ticketing and parking facilities, and all utilities, sanitary sewer, drainage, water, and electrical distribution system. The 800 foot train platform is comprised of concrete gravity walls backfilled, with slab-on-grade deck. The rail corridor includes double track subgrade and drainage. Rails and tie work was done by CSX Railroad.&nbsp;</span></span></p>','','','','','541319f9dfe74.jpg','541319fa86110.jpg','noimagec.png',1,0),('96-004','W-744','Alexander Orr Jr. WWTP - Reservoir No. 5 Miami-Dade Water and Sewer Deparment (MD-WASD)',7438250,'MD-WASD',0,'','',7438250,7438250,'1-Mar-98',0,0,0,'Bid Build','Utilities','Emilio Rosiello','W-744','','Alma Santiago','','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">Clearing, excavating, dewatering, including sheet piling and trenches, preparation of site for the construction of a reinforced concrete 20 million gallon potable water reservoir (approximately 705&iacute; x 265&iacute;), furnishing and installing four (4) sluice gates (84&icirc; x 84&icirc;); installation of piping and valves, miscellaneous electric work, landscaping and all other related items necessary for complete installation.&nbsp;</span></span></p>','','','','','541303f7b6332.jpg','541303f98cf5d.jpg','noimagec.png',1,0),('96-005','','Chiaffredo Bellero\'s Residents',0,'',0,'','',0,0,'',0,0,0,'','Default','','','','','','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0),('97-001','N/A','Main Office Remodeling',0,'Internal',0,'N/A','N/A',0,0,'N/A',0,0,0,'N/A','Default','Accounting','000-000-000','N/A','N/A','N/A','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0),('97-002','','Recchi Plant',0,'',0,'','',0,0,'',0,0,0,'','Default','','','','','','','','','','','','','','','','',1,0),('97-003','CG-9-2(1)01','Sidney Lanier Bridge - Recchi/GLF J.V.',0,'GDOT',0,'1997','',64275500,0,'31-Dec-01',0,0,0,'Design Build','Heavy Bridge','Brian West','CG-9-2(1)01','','Lisa Sikes','TY-Lin International     DRC Consultants','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">This bridge project incorporated 1.6 miles of construction consisting of the main span of the Sidney Lanier Bridge, the remaining portions of the south and north approach bridge, a bridge inspection traveler &amp; protective islands on SR 25/US 82/US 17 over the Brunswick River in Brunswick. This high level bridge (185 Ft over water) is a cable stayed bridge with a main span of 1,250 Ft carrying four (4) lanes of traffic over a very busy navigable waterway that is the main entrance to the Port of Brunswick in the State of Georgia. </span></span></p>\r\n<p>&nbsp;</p>\r\n<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">The width of the bridge is 71 feet between curbs. The navigation channel has a minimum horizontal clearance of 400 feet and a vertical clearance of 185 feet. The minimum clearance between pier protection islands is 1,040 feet. Supported by 176 stay cables, the main span is anchored into twin pylons rising 480 feet above the surface of the river.&nbsp;</span></span></p>','','','','','5411e2b05c243.jpg','5411e2b9dab55.jpg','5411e2642e62b.jpg',1,1),('97-004','','I-95 Boynton-Piling/Zep Const.',0,'',0,'','',0,0,'',0,0,0,'','Default','','','','','','','','','','','','','','','','',1,0),('97-005','','I-95Boynton-NoiseWll/Community',0,'',0,'','',0,0,'',0,0,0,'','Roadway -Structure','','','','','','','','','','','','','','','','',1,0),('97-006','19727','HEFT Tamiami Toll Plaza (Miami-Dade, Florida)',29088000,'FDOT - TPK',1997,'','',29088000,29088000,'28-Feb-01',0,0,92,'Bid Build','Roadway -Structure','Danny Garcia','97870-3313','','Bill Braniff','','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">The project includes demolition of existing buildings and construction of four new facilities; two main toll plazas buildings with ten lanes and toll booths each, a mid-size toll plaza with three lanes and toll booths, and one small ramp toll plaza with three toll collection lanes. Each plaza includes new buildings with thorostucco exterior, new drainage system, water and sewer system, paving and signalization. </span></span></p>\r\n<p>&nbsp;</p>\r\n<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">In the two main toll plazas there is an access/utility tunnel between the administration building and the plaza. The administration building consists of, but is not limited to, the following rooms: counting vault, storage, manager, supervisor, lounge, toilet facilities and recorder room. The mid-size toll plaza administration building includes, but is not limited to, the following rooms: counting, vault, storage, supervisor, toilet facilities, and recorder room. The small ramp toll plaza includes a toll booth building with an attendant&rsquo;s area, toilet facilities and recorder room.&nbsp;</span></span></p>','','','','','5413097e053ef.jpg','5413097f6767d.jpg','noimagec.png',1,0),('97-007','','Toll Plaza/Precast Yard',0,'',0,'','',0,0,'',0,0,0,'','Default','','','','','','','','','','','','','','','','',1,0),('97-008','N/A','I  A-95 (CLOSED) Richmond Proj',0,'N/A',0,'N/A','N/A',0,0,'N/A',0,0,0,'N/A','Default','Emilio Rosiello','N/A','N/A','N/A','N/A','','','','','','','','','','','',1,0),('98-001','042332897-C1-20007','Veteran\'s Highway (SC 22) Conway By Pass - S.C',36072200,'SCDOT - 5',0,'1998','',36072200,36072200,'20-Oct-00',0,0,0,'Design Build','Roadway -Structure - Bridge','Mike Nash','042332897-C1-20007','','David lewis','Flour Daniel;  SCDOT','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">Performing as subcontractor to Fluor Daniel for bridge work, Condotte&rsquo;s work included 17 bridges, 28.5 miles of roadways excavation, back</span></span><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">fi</span></span><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">lling of foundations, installation of piling and construction of footings, columns and abutments; pre-casting, delivery and erection of superstructures, (including all cast-in-place concrete, temporary and permanent post tensioning; pre-casting, delivery and erection of concrete beams and cast-in-place concrete decks; furnishing) delivery and erection of steel plate girders and cast-in-place concrete decks, furnishing and installation of concrete barrier walls, approach slabs on </span></span><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">fi</span></span><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">eld graded and wing walls at bridge ends, installation of Class V Finish on concrete surfaces, and furnishing and installation of expansion joints and execution of test piling, for Phase I of the Conway Bypass in South Carolina. Built under budget, the project was delivered 7 months ahead of schedule despite three hurricanes and a 500-yr event </span></span><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">fl</span></span><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">ood.</span></span></p>\r\n<p>&nbsp;</p>\r\n<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">Th</span></span><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">e project was recognized in 2001 with the NPHQ &ldquo;National Achievement Award State Winner for Quality Highway Work&rdquo; award.</span></span></p>','','','','','54131a7439065.jpg','54131a75211bd.jpg','54131a7615669.jpg',1,0),('98-002','','Rinker Yard',0,'',0,'','',0,0,'',0,0,0,'','Default','','','','','','','','','','','','','','','','',1,0),('98-003','','Organization, Exps. VA',0,'',0,'','',0,0,'',0,0,0,'','Default','','','','','','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0),('98-004','','Prest. Piling - Curry Ind.',0,'',0,'','',0,0,'',0,0,0,'','Default','Raul Graupera','','','','','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0),('98-005','N/A','I -895 Conntector - Richmond,VA (old)',0,'N/A',0,'N/A','N/A',0,0,'N/A',0,0,0,'N/A','Default','Emilio Rosiello','N/A','N/A','N/A','N/A','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">The Route 895 over I-95 and the James River Project in Richmond, Virginia is part of the 8.8-mi. Route 895 Connector Project that connects I-95 and I-295. The $381 million high-level inter-change was constructed under a design-build contract. The segmental bridges consist of the east and west approaches, the river crossing over the James River and three ramp structures. The approaches are pre-cast and built in balanced-cantilever. The west approach was constructed with a self-launching over-head gantry. The ramps are precast concrete segmental box girders and built span-by-span using a self-launching underslung erection truss. The river crossing has a 205 meter main span that was constructed cast-in-place in balanced cantilever using form travelers. The main span segments vary in depth from 12 to 4 meters and in width from 19 to 23.5 meters. Construction of the nearly 200 cast-in-place two cell segments ranging in length from 3.96 to 4.88 meters was accomplished through simultaneous use of three pairs of form travelers. The first river crossing typical segment was cast in November of 2000. While most of the main piers consist of stiff twin-column arrangements, a single-column pier on the westbound bridge was stabilized during construction using a unique cable-stayed arrangement. </span></span></p>\r\n<p>&nbsp;</p>\r\n<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">The Joint Venture of Condotte America, Inc. and McLean Contracting provided all labor, supervision, materials and equipment and all incidentals necessary to perform all the bridge work for the prime contractor, Fluor Daniel-Morrion Knudsen, LLC.&nbsp;</span></span></p>','','','','','54130a6cde347.jpg','54130a709cd0e.jpg','54130a7276fd7.jpg',0,0),('98-006','','Warehouse (Harper)',0,'',0,'','',0,0,'',0,0,0,'','Default','','','','','','','','','','','','','','','','',1,0),('98-007','','P.C. BARRIER WALL',0,'',0,'','',0,0,'',0,0,0,'','Default','','','','','','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0),('98-A05','209300-D2-40000','I-895 Connector - Richmond VA',126093000,'VA-DOT',0,'1998','',126093000,0,'1-Apr-02',0,0,0,'Design Build Finance','Heavy Bridge','Emilio Rosiello','209300-D2-40000','','Dave Wesson','Flour Daniel - Morrison Knudsen','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">The Route 895 over I-95 and the James River Project in Richmond, Virginia is part of the 8.8-mi. Route 895 Connector Project that connects I-95 and I-295. The $381 million high-level inter-change was constructed under a design-build contract. The segmental bridges consist of the east and west approaches, the river crossing over the James River and three ramp structures. The approaches are pre-cast and built in balanced-cantilever. The west approach was constructed with a self-launching over-head gantry. The ramps are precast concrete segmental box girders and built span-by-span using a self-launching underslung erection truss. The river crossing has a 205 meter main span that was constructed cast-in-place in balanced cantilever using form travelers. The main span segments vary in depth from 12 to 4 meters and in width from 19 to 23.5 meters. Construction of the nearly 200 cast-in-place two cell segments ranging in length from 3.96 to 4.88 meters was accomplished through simultaneous use of three pairs of form travelers. The first river crossing typical segment was cast in November of 2000. While most of the main piers consist of stiff twin-column arrangements, a single-column pier on the westbound bridge was stabilized during construction using a unique cable-stayed arrangement.</span></span></p>\r\n<p>&nbsp;</p>\r\n<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">The Joint Venture of Condotte America, Inc. and McLean Contracting provided all labor, supervision, materials and equipment and all incidentals necessary to perform all the bridge work for the prime contractor, Fluor Daniel-Morrion Knudsen, LLC.&nbsp;</span></span></p>','','','','','54130d1624c18.jpg','54130d178014e.jpg','54130d18e4706.jpg',1,0),('99-001','20479','SR 826 Palmetto Expressway at NW 103 St',38923600,'FDOT - 6',0,'','Aug-99',38923600,38923600,'29-Oct-02',0,0,91,'Bid Build','Roadway -Structure - Bridge','James  Rick  McNew','249113-1-56-02','','Dari Vorce','','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">This project included the necessary improvements at the intersection of the Palmetto Expressway and NW 103rd Street to provide eased access to and from local traffic in Hialeah, FL. The work included the construction of 4 bridges, retaining walls, roadway widening, embankment, asphalt paving, road signs, signalization and landscaping. The total project length was 2,445 meters. Construction was performed under existing, heavy traffic conditions and special circumstances as a result of the encroachment into the Westland Mall parking facility. </span></span></p>\r\n<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">Bridge #1: SR 826 (Palmetto Expressway) over NW 103 Street; total length 70.77 meters, 2 spans </span></span></p>\r\n<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">Bridge #2: SR 826 SB Ramp B and NB Ramp B over Little River Canal; total length 25.91 meters, 1 span. </span></span></p>\r\n<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">Bridge #3: Ramp D Overpass SR 826; total length 418.35 meters, 11 spans </span></span></p>\r\n<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">Bridge #4: SR 826 over W 60 Street; total length 32.31, 1 span. </span></span></p>\r\n<p><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">Condotte America completed the project ahead of schedule earning an early completion bonus. The project was awarded the FTBA &ldquo;Award for Best in Construction for Major Interchange&rdquo;. The project was recognized in 2003 with the FTBA &ldquo;Outstanding Major Bridge Project&rdquo; award.&nbsp;</span></span></p>','','','','','5411dfdd8424e.jpg','5411dfddebaa1.jpg','noimagec.png',1,1);

--
-- Table structure for table `project_bak1`
--

CREATE TABLE `project_bak1` (
  `number` varchar(30) NOT NULL,
  `clientcontract` varchar(50) NOT NULL,
  `name` varchar(300) NOT NULL,
  `value` float NOT NULL,
  `owner` varchar(50) NOT NULL,
  `contractDays` int(11) NOT NULL,
  `awardDate` varchar(50) NOT NULL,
  `startDate` varchar(50) NOT NULL,
  `finalValue` float NOT NULL,
  `amount` float NOT NULL,
  `finalDate` varchar(50) NOT NULL,
  `finalContractDays` int(11) NOT NULL,
  `daysCompletedAheadBehind` int(11) NOT NULL,
  `cppr` int(11) NOT NULL,
  `deliveryMethod` varchar(100) NOT NULL,
  `category` varchar(50) NOT NULL,
  `projectManager` varchar(120) NOT NULL,
  `financialProjectNumber` varchar(50) NOT NULL,
  `federalJobNumber` varchar(50) NOT NULL,
  `ownerRep` varchar(100) NOT NULL,
  `engineer` varchar(100) NOT NULL,
  `city` varchar(50) NOT NULL,
  `state` varchar(50) NOT NULL,
  `country` varchar(50) NOT NULL,
  `profile` text NOT NULL,
  `partners` varchar(400) NOT NULL,
  `award1` varchar(70) NOT NULL,
  `award2` varchar(70) NOT NULL,
  `award3` varchar(70) NOT NULL,
  `image` varchar(70) NOT NULL,
  `imageb` varchar(70) NOT NULL,
  `imagec` varchar(70) NOT NULL,
  `display` smallint(6) NOT NULL,
  `featured` smallint(6) NOT NULL,
  `imaged` varchar(70) NOT NULL,
  `imagee` varchar(70) NOT NULL
) ENGINE=InnoDB DEFAULT CHARSET=latin1;

--
-- Dumping data for table `project_bak1`
--

INSERT INTO `project_bak1` VALUES ('00-001','E8B69','NW 12th St Toll Plazas (Miami, FL)',3498000,'FDOT - TPK',358,'13-Apr-00','13-Jul-00',3498000,3498000,'6-Jul-01',358,0,94,'Bid Build','Facilities','Tony Chin','251941-1-52-01','','William Sears, P.E.','','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">This Florida Turnpike&nbsp;project encompasses the construction of two new three-lane toll plazas to serve The Dolphin Mall at the Beacon Tradeport Center at NW 12th Street and the Homestead Extension of Florida&rsquo;s Turnpike (SR 821). One plaza, designated a midsize toll plaza, consists of three lanes with a tollbooth, an administration building, and a generator/storage building. The administration building includes the following rooms: counting room, vault room, supervisor&rsquo;s office, manager&rsquo;s office, supplies room, toilet facilities, break room and recorder room. The generator/storage building includes a stand-by power generator system with above ground diesel fuel tank. The other plaza, designated a small ramp toll plaza, consists of three lanes with a tollbooth and a ramp building. The ramp building includes a recorder room, an office, and a break room. This facility also includes a packaged standby power system with an underground LPG storage tank. The toll lanes on each plaza are constructed with 12 inch thick Portland cement concrete paving and are covered by a 5,326 square foot concrete canopy. Both sites include asphalt surfaced parking lots for toll personnel, site drainage, water &amp; sewer services, electrical and security systems.&nbsp;</span></span></p>','','','','','541313987dc2f.jpg','5413139984da5.jpg','noimagee.png',1,0,'',''),('00-002','','Insurance Claim (I-895 VA)',0,'Internal',0,'N/A','N/A',0,0,'N/A',0,0,0,'N/A','Default','Accounting','000-000-000','N/A','N/A','N/A','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0,'',''),('00-003','251928-1-52-01     251919-1-52-01','SR-821 North & South (Miami-Dade, FL)',15390000,'FDOT - TPK',0,'2000','',19028200,19028200,'N - Apr 02        S - Dec 02',0,0,0,'Bid Build','Bridges','Adriano Volpi','251928-1-52-01     251919-1-52-01','','','','','','','<p>This project, located on the Homestead Extension of the Florida Turnpike (HEFT), extended from SR 836 to I-75 in northern Miami-Dade County. As a major subcontractor, Condotte\'s contract work included the demolition and widening of eleven bridges, the construction of two new bridges, and the construction of two new toll plazas including the administration building. The bridges were comprised of cast-in-place footing foundations, concrete columns and inverted \"T\" caps, prestressed concrete beams, structural steel beams, poured-in-place concrete decks, along with other miscellaneous work.</p>','','','','','546141457a048.jpg','5461414d8555c.jpg','noimagee.png',1,0,'',''),('00-004','','Insurance Premiums',0,'Internal',0,'N/A','N/A',0,0,'N/A',0,0,0,'N/A','Default','Accounting','000-000-000','N/A','N/A','N/A','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0,'',''),('00-005','','Campbell Drive - Canopy',0,'',0,'','',0,0,'',0,0,0,'','Default','','','','','','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0,'',''),('01-001','','Jordan Project',0,'',0,'','',0,0,'',0,0,0,'','Default','','','','','','','','','','','','','','','','',0,0,'',''),('02-001','E8C99','SR 821 Okeechobee Toll Plaza - Florida Turnpike (HEFT)',640000,'FDOT - TPK',0,'2001','',640000,640000,'31-Dec-02',0,0,98,'Bid Build','Facilities','','410257-1-52-01','','Terry Jenkins, P.E.','','','','','','','','','','noimage.png','noimageb.png','noimagee.png',0,0,'',''),('02-002','21460','SR 90 Tamiami Trail/SW 8th St (Miami, FL)',6528350,'FDOT - 6',0,'','',6528350,6528350,'15-Oct-03',0,0,108,'Bid Build','Roadway & Highway','Brent Marley, P.E.','249704-2-52-01','','Mike Hammond, P.E.','','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">The project consists of the reconstruction of State Road 90 (Tamiami Trail/US-41), from a point west of </span></span><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">S.W. 152nd Avenue to a point west of S.W. 137th Avenue. The work performed included road widening, milling and resurfacing, improvements to the drainage system, retaining wall construction, lighting and signing and pavement markings. Close coordination with multiple utility companies was necessary to prevent damages to existing systems and cooperate with several utility relocations.&nbsp;</span></span></p>\r\n<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">An alternative maintenance of traffic plan was proposed to eliminate a traffic shift and reduce the project duration without affecting the truck traffic and traveling motorists between Naples and Miami, consequently resulting in cost savings to the Owner. Project was delivered ahead of schedule and achieved an early completion bonus.&nbsp;</span></span></p>','','','','','541317fadc483.jpg','noimageb.png','noimagee.png',1,0,'',''),('02-003','21500','Krome Ave @ SW 8th Street (Miami, FL)',4845780,'FDOT - 6',0,'1-Sep-02','',4845780,4845780,'23-Oct-03',0,0,106,'Bid Build','Roadway & Highway','Brent Marley, P.E.','405584-1-52-01','000S 478 X','Alex Barreras','','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">The project consisted of the reconstruction of the intersection at State Road No. 90 (Tamiami Trail/US-41) and Krome Avenue. The work performed included the construction of a new bridge over the Tamiami Canal, precast concrete retaining walls along the south and east edges of the canals, road demucking and reconstruction, drainage installation, lighting and signing and pavement markings. Close coordination was required with utility agencies amongst which were the South Florida Water Management District and AT&amp;T in order to protect natural resources and a critical main communication feed to Southwest Florida. Project was delivered ahead of schedule achieving an early completion bonus. The project was recognized in 2004 with the FTBA &ldquo;Outstanding Major Bridge Project&rdquo; award.&nbsp;</span></span></p>','','','','','54130e9d16b60.jpg','54130e9e4848e.jpg','noimagee.png',1,0,'',''),('02-004','112-004','SR-112 Off Ramp to Okeechobee (Miami, FL)',3633810,'MDX',0,'','',3633810,3633810,'1-Dec-03',0,0,0,'Design Build','Bridges','Fernando Goudie                 T. Gonzalas','112-004','','','','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">Performing as the bridge subcontractor on this Miami-Dade Expressway Authority&nbsp;design-build project located at the west end of SR-112, a main expressway in Miami-Dade, the work consisted of the widening of two existing bridges totaling over 500&iacute; in length. One bridge included structural steel girders, drilled shaft installation, 18&icirc; and 30&icirc; Pile driving, and deck placement. The other bridge consisted of 18&icirc; pile installation, footing/column construction, and prestressed AASHTO Type III/Modified Type III girders. The project is comprised of two maintenance of traffic phases in which both bridges were constructed simultaneously.&nbsp;</span></span></p>','','','','','54130f941f05a.jpg','54130f9585164.jpg','noimagee.png',1,0,'',''),('02-005','83612','SR-836 WB to HEFT SB (Miami-Dade, FL)',38893300,'MDX',997,'7-Jun-02','7-Jun-02',38893300,38893300,'28-Feb-05',997,0,0,'Design Build','Bridges','Andres Mendoza','83612','','Alfred Lurigados, P.E.','HNTB, Inc','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">The Miami-Dade Expressway Authority contract required the complete design and construction of the re-aligned westbound SR 836 &ldquo;Dolphin Expressway&rdquo; from a point west of SW 97th Avenue to the southbound Homestead Extension of Florida Turnpike (HEFT). The project consisted of four vehicular bridges, roadway drainage, earthwork, asphaltic concrete roadway, six MSE retaining walls, retention ponds, roadway lighting, custom overhead sign structures, tree relocations. Bridges 11 &amp; 12 were comprised of steel box beams with integral post-tensioned concrete caps on spread footings. Bridge 16 which spans NW 107th Avenue consisted of Florida U-Beams, caps, columns and spread footings. Bridge 10 was a widening of the existing HEFT Ramp over NW Flagler Street consisting of AASHTO beams, cap, columns and footings with 18&icirc; pile foundations. Temporary components to the project included support of embankments with sheet piles and soil anchors, excavation supports and traffic detours. &nbsp;</span></span></p>','','','','','541311269dfb6.jpg','5413112737348.jpg','noimagee.png',1,0,'544e94958d8b4.jpg',''),('02-006','000-020','SR-112 Toll Administrative Bldg',118905,'MDX',0,'2002','',118905,118905,'1-Apr-03',0,0,0,'Bid Build','Facilities','Rick Shaffer','000-020','','','','','','','','','','','','noimage.png','noimageb.png','noimagee.png',0,0,'',''),('03-001','','Condotte Land / Cap/ Expenses',0,'Internal',0,'N/A','N/A',0,0,'N/A',0,0,0,'N/A','Default','Lou','000-000-000','N/A','N/A','N/A','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0,'',''),('03-002','','Miscellaneous Jobs',0,'Internal',0,'N/A','N/A',0,0,'N/A',0,0,0,'N/A','Default','Accounting','000-000-000','N/A','N/A','N/A','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0,'',''),('03-003','','Office Building & Shop',0,'Internal',0,'N/A','N/A',0,0,'N/A',0,0,0,'N/A','Default','Accounting','000-000-000','N/A','N/A','N/A','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0,'',''),('04-001','83605','SR-836 Extension (Miami-Dade, FL)',43014600,'MDX',1199,'1-Jan-04','',43014600,43014600,'1-Jan-07',1199,0,0,'Design Build','Bridges','Adriano Volpi','83605','','','Gannet Fleming, Inc.','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">Performing as the structural subcontractor to Community Asphalt, Inc., this Miami-Dade Expressway Authority contract required the complete design and construction of the SR 836 &ldquo;Dolphin Expressway&rdquo; from NW 107th Avenue to NW 137th Avenue Including construction of NW 137th Avenue from SW 8th Street to NW 12th Street, Miami-Dade County. Condotte&rsquo;s subcontract scope of work in this project consisted of the construction of nine vehicular bridges, the widening and replacement of traffic railing barrier at two existing bridges over NW 107th Avenue (bridges 14 &amp; 15), ten MSE retaining walls and three Sound Walls. Bridges 1, 2, 3, 6, 7, 8, &amp; 9 were comprised of steel longitudinal box girders; steel cross girders, and flair and circular concrete columns on spread footings. Bridge 13, which spans NW 107th Avenue, consisted of precast Florida U-Beams, caps, columns and spread footings. The Bridge at SW 137th Avenue over Tamiami canal consisted of a flat slab bridge, caps, and 18&icirc; prestressed concrete piles foundation. The sound walls consisted of a system of precast components assembled over a 30-inch diameter auger cast piles foundation. Temporary components to the project included support of embankments with sheet piles and soil anchors.&nbsp;</span></span></p>','','','','','541310caa6416.jpg','541310cb9a0ef.jpg','noimagee.png',1,0,'544e91b3740e3.jpg',''),('04-002','T6023','SR 973 - SW 87th Ave Reconstruction (Miami, FL)',6486880,'FDOT - 6',0,'2004','',6486880,6486880,'11-Jul-06',0,0,84,'Bid Build','Roadway & Highway','Doug Nugent    Fernando Goudie','407587-1-52-01','6061010U','Rudy Garcia, P.E','','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">In the midst of a predominantly residential urban area in Miami-Dade, this project consisted of several major improvements to State Road 973 (Galloway Road) from State Road 976 (Bird Road) to Grand Canal Drive. Among these improvements were more than two miles of roadway reconstruction of Galloway Road performed while maintaining traffic flow thru different maintenance of traffic phases. Key elements of construction included the bridge widening at Grand Canal on the north end, the construction of more than four miles of water main beyond the length of the project that required close coordination with a second agency (Miami-Dade Water and Sewer Department) and the construction of a new drainage system to accommodate the new road configuration. As a result of the location of the project, it was necessary to work hand-in-hand with the Owner&rsquo;s Public Information Office in order to coordinate the work with the least impact to the home and business owners.&nbsp;</span></span></p>','','','','','541318cb8e3bc.jpg','541318cc36d77.jpg','noimagee.png',1,0,'',''),('04-003','83615','SR-836 Auxillary Lanes at 57th Ave (Miami, FL)',12291900,'MDX',435,'1-Dec-04','21-Jan-05',12291900,12291900,'1-Apr-06',435,0,0,'Bid Build','Roadway & Highway','Brent Marley, P.E.','83615','','','','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">This contract required the construction of an auxiliary lane on the Westbound SR 836 &ldquo;Dolphin Expressway&rdquo; from NW 57th Ave. to a point just east of the SR 826 &ldquo;Palmetto Expressway&rdquo;. The project included building a two-lane bridge adjacent to the existing westbound bridge, three MSE Walls, a soil stabilization system which included mini piles and geogrid, 48&rdquo; storm drainage, milling and resurfacing, thermoplastic, Type V Prestressed Beams, &amp; 30&icirc; prestressed piles. Due to the confined area, one of the challenges on this project was to build the bridge between the two canals and the two existing railroad tracks requiring monitoring by and coordination with the South Florida Water Management District and the CSX Transportation Network. </span></span></p>\r\n<p>&nbsp;</p>\r\n<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">Milestone bonus was achieved for early completion of the project.&nbsp;</span></span></p>','','','','','544e929d2da44.jpg','544e9295424df.jpg','noimagee.png',1,0,'',''),('04-004','','Condotte Land Development (Rinker Lake Fill)',0,'Internal',0,'N/A','N/A',0,0,'N/A',0,0,0,'N/A','Default','Lou Z','000-000-000','N/A','N/A','N/A','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0,'',''),('04-005','','Condotte Equipment',0,'Internal',0,'N/A','N/A',0,0,'N/A',0,0,0,'N/A','Default','Mike Vazquez','000-000-000','N/A','N/A','N/A','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0,'',''),('04-006','','MK Contr-Temp Steel Sheet Wall',0,'',0,'','',0,0,'',0,0,0,'','Default','Tony Gonzale','000-000-000','','','','','','','','','','','','','','',0,0,'',''),('05-001','E8F71','SR 91 New Toll Building, Widening & Resurfacing on Florida Turnpike at SR 806 Interchange (Atlantic Avenue)',28275400,'FDOT - TPK',1165,'19-Apr-05','9/8/2005',32871700,32871700,'11-Dec-08',1247,60,102,'Bid Build','Roadway & Highway','Pete Sapp      Keith Cole','406092-5-52-01','','Walt Lange, P.E.','','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">This project consisted of the construction of the new Atlantic Avenue (SR 806) interchange at the Florida&rsquo;s Turnpike (SR91) and the widening of the Turnpike from south of Atlantic Avenue to north of the Atlantic Avenue SR806. Structures included new AASHTO concrete girder beams over SR806 and over the canal. The work also included the construction of a new Toll Plaza facility. Condotte America was able to meet the interim milestone and early completion milestone bonus dates. Project was completed 60 days ahead of schedule allowing the Florida Turnpike to begin their toll operation earlier than anticipated and again providing added value to our client.&nbsp;</span></span></p>','','','','','noimage.png','noimageb.png','noimagec.png',1,0,'',''),('05-001A','','SR 91 New Toll Building, Widening & Resurfacing on Florida Turnpike at SR 806 Interchange (Atlantic Avenue) - Emergency Work (Hurricane Wilma)',167907,'FDOT - TPK',0,'','',167907,167907,'1-Apr-06',0,0,0,'Emergency Work','Emergency Services','Pete Sapp      Keith Cole','406092-5-52-01','','Walt Lange, P.E.','','','','','','','','','','','','',1,0,'',''),('05-002','83619.06','SR-836 and 57th Ave Interchange (Miami, FL)',3171850,'MDX',300,'1-Nov-05','',3171850,3171850,'1-Sep-06',300,0,0,'Bid Build','Roadway & Highway','Brent Marley, P.E.     Ivan Urbana','83619.06','','','','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">Located on one the most traveled highways in Miami, FL, the project consisted of, but was not limited to, providing all labor, maintenance of traffic schemes, materials, equipment and incidentals necessary for the bridge widening and ramp improvements at the SR 836 and N.W. 57th Avenue Interchange. The work included clearing and grubbing, embankment, Type B stabilization, lime rock base, milling and resurfacing, asphalt pavement, drainage, gravity walls, bridge widening, guardrail, detector loop assemblies, lighting, signing and pavement markings.&nbsp;</span></span></p>','','','','','544e938dc633c.jpg','noimageb.png','noimagee.png',1,0,'',''),('05-003','406147-1-52-01','SR-869 Sawgrass Expressway (Broward County, FL)',11920700,'FDOT - TPK',0,'','',11920700,11920700,'1-Dec-07',0,0,0,'Design Build','Bridges','Raul Grapera','406147-1-52-01   4061194','','Felix Vergara, P.E.','','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">This design-build project consisted of the widening of three existing bridges totaling over 400&iacute; in length and the construction of new sound barrier walls totaling over 15,000 feet in length. </span></span><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">Two of the bridges consisted of cast-in-place spread footing foundations, concrete pier columns and caps, pre-stressed concrete AASHTO Type III girders and poured in place concrete deck and traffic railings.&nbsp;</span></span><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">The remaining bridge was widened by installing pre-cast / pre-stressed concrete slabs on existing cast-in-place substructures. The Sound Walls consisted of a system of pre-cast concrete panels and posts installed in 30-inch diameter auger cast pile foundations.&nbsp;</span></span></p>','','','','','541317b2e8312.jpg','541317b3aca13.jpg','noimagee.png',1,0,'',''),('06-001','T6086','SR-826 NW 154th St Interchange (Miami Lakes, FL)',3742530,'FDOT - 6',262,'15-May-06','1-Jun-06',3742530,3742530,'1-Feb-07',262,0,0,'Bid Build','Roadway & Highway','Raul Graupera','414764-1-52-01','','','','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">The improvements under this contract consist of traffic operations improvements to the N.W. 154th Street Interchange&nbsp;of SR-826 Palmetto Expressway&nbsp;in Miami Lakes, FL. This is one of the two access points to and from Miami Lakes in northern Miami-Dade County. Work zone space was one of the biggest challenges with drive-by traffic relatively close to the Work. Strict adherence to maintenance of traffic regulations and great planning allowed for an incident-free and smooth execution of the work involved. The project was recognized in 2007 with the FTBA &ldquo;Community Awareness&rdquo; award.&nbsp;</span></span></p>','','','','','5413166bcc742.jpg','5413166c05f81.jpg','noimagee.png',1,0,'',''),('06-002','E-8G91','NW 74th St Interchange at SR-821 (Miami-Dade, FL)',63000000,'FDOT - TPK',990,'19-Oct-06','21-Jan-07',66027200,66027200,'11-Jun-10',1237,0,80,'Bid Build','Roadway & Highway','Joe Ortega  Richard Nunez','415905-1-52-01  406104-1-52-01','','Robert Sullivan, P.E.','Gannet Fleming, Inc.','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">The project, built for the Florida Turnpile Enterprise, consisted of the construction of the NW 74th St Interchange and the Northbound and Southbound express toll lanes at the existing Okeechobee Mainline Toll Plaza on the HEFT (SR821). Work also included construction of the C-D road system to tolls and off ramps, drainage, sound walls, and toll facilities. The express toll lanes utilized the Turnpike&rsquo;s Signature Gantries which were constructed and erected by Condotte. The contract included the construction of the new NW 74th Street interchange with the HEFT (SR 821), which consisted of four bridges including the 78-in Florida Bulb Tee Concrete Girder bridge over the Turnpike. The unique foundation of the canal bridges incorporated a pre-drilled shaft with precast concrete piles. On site borrow pits were used and remained in place as permitted drainage ponds. </span></span></p>\r\n<p>&nbsp;</p>\r\n<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">The NW 74th Interchange also included two ramp Tolling Facilities&nbsp;as well as modification and renovation work at the&nbsp;the existing mainline plaza.&nbsp;</span></span></p>','','','','','541315d55a810.jpg','541315d411bda.jpg','noimagee.png',1,0,'',''),('06-003','','T&M -CAC TRPK',0,'FDOT - TPK',0,'','',0,0,'',0,0,0,'Time and Materials','Default','Jorge Abades','','','','','','','','','','','','','','','',0,0,'',''),('06-004','IBT-07-03','Kendall On-Ramp at SR 874 (Miami-Dade, FL)',32876000,'MDX',0,'1-Feb-07','',32876000,32876000,'15-Jan-09',0,0,91,'Bid Build','Bridges','Brent Marley, P.E.','87407-06','','Eduardo Rodriguez','','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">This project built for the Miami-Dade Expressway Authority (MDX) included a major bridge from Kendall Drive (SW 88th St) over the existing SR 878 and tie back into the Northbound SR 874. The project included building a bridge approximately 2,200 feet long and 30&iacute;-1&icirc; wide, MSE Wall construction, drilled shaft piling, a retaining wall under an existing bridge, steel sheet piling, sound barriers, asphalt, milling &amp; resurfacing, structural steel, and new landscaping. Due to the confined project area, one of the challenges&nbsp;was to build this project in a predominantly residential area and between two existing highways.&nbsp;</span></span></p>','','','','','544e8ee39b7b2.jpg','544e8eebb0902.jpg','noimagee.png',1,0,'544e8f00c5ca0.jpg',''),('07-001','','MDX - Emergency Beam and Deck  Repair at SR 836 and  72nd Avenue',240000,'MDX',0,'','',240000,240000,'1-Oct-07',0,0,0,'','Emergency Services','','','','','','','','','','','','','','noimage.png','noimageb.png','noimagec.png',1,0,'',''),('07-002','','Medley Office Building',400000,'Condotte America Properties, LLC',0,'','',400000,400000,'',0,0,0,'Design Build Remodeling','Facilities','Rick Shaffer','','','Enrique Espino, P.E.','','','','','','','','','','noimage.png','noimageb.png','noimagee.png',0,0,'',''),('08-001','','Condotte Properties, LLC',0,'Internal',0,'N/A','N/A',0,0,'N/A',0,0,0,'N/A','Default','Accounting','000-000-000','N/A','N/A','N/A','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0,'',''),('08-002','ITB-08-04','SR-874 Killian Parkway Interchange (Miami-Dade, FL)',61461400,'MDX',1100,'28-Oct-08','',68146100,68146100,'',1100,0,0,'Bid Build','Roadway & Highway','Brent Marley, P.E.','87404-06','','','','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">The work consisted of providing all labor, maintenance of traffic schemes, materials, equipment and incidentals necessary for the widening, surfacing, and reconstruction of State Road 874 from North of Southwest 117th Avenue to South of Kendall Drive and the roadway and bridge improvements to the Killian Parkway Interchange in Miami-Dade County, Florida. </span></span></p>\r\n<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">Five bridges were widening consisting of either prestressed concrete beams or structural steel plate girders. A new traffic movement was added to the exit ramp to Killian from Southbound SR 874. The project incorporated as a bid alternative the first transparent sound barrier walls used in Florida. Condotte also developed an alternate traffic control plan which minimized the duration of the construction impacts to the traveling public while also improving construction safety. Scope also included new aesthetic sign structures, lighting, guardrail and ITS. </span></span></p>\r\n<p>&nbsp;</p>\r\n<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">In true partnership with the client, Condotte achieved two interim milestones that were added to the project. The first was to adjust and accelerate phases of work to accommodate at no cost to the owner, a &ldquo;Go-Live&rdquo; implementation date of the All Electronic Tolling system under a separate follow-on contract. An interim bonus milestone was achieved for the early opening of the new Ramp F traffic movement.&nbsp;</span></span></p>','','','','','5411e090c0312.jpg','5411e09280014.jpg','noimagee.png',1,1,'',''),('08-003','E-6E59','Palmetto Expressway Section 2 (Miami, FL)',177206000,'FDOT - 6',1300,'','1-Nov-08',177206000,88602800,'8-Mar-12',0,0,106,'Design Build Finance','Roadway & Highway','Joe Ortega','249035-1-52-01','','Dari Vorce','BCC Engineering, Inc.                           TY Lin International','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">This design/build/finance project for the Florida Department of Transportation District 6 is part of the Palmetto Expressway Improvement Program executed to alleviate traffic congestion along these 2 critical highways in South Florida. The work consists of the addition of one general use lane in each direction; auxiliary lanes between all interchanges; interchange improvements and, operational and safety improvements along the SR826 mainline and ramps. The interchanges improved were the SR826 interchanges at SW 56 Street/Miller Drive, SR874/Don Shula Expressway and SW 40 Street/Bird Road. Four of the bridges were over the CSX railroad and are comprised of steel girders. The other interchange bridges were designed with concrete beams (AASHTO Type IV, Mod. Bulb Tee, Florida I Beams). This project also included a new pedestrian bridge, new drainage, lighting, landscaping improvements, ITS and signalization improvements. The team provided an alternative design that allowed for better traffic mobility while saving the client $53 million when compared to the next lowest bidder. Project was completed 171 days ahead of schedule and achieved an early completion bonus. The project was recognized in 2013 with the ASCE &ldquo;Project of the Year&rdquo; and the FTBA &ldquo;Statewide Best in Construction for Bridge Work&rdquo; awards.&nbsp;</span></span></p>','','','','','54636c3b66a89.jpg','54636e12daac7.jpg','noimagee.png',1,0,'',''),('09-001','E-6E61','Palmetto Expressway - Section 5 (Miami, FL)',588888000,'FDOT - 6',0,'','1-Nov-09',588888000,147222000,'1-Nov-14',0,0,0,'Design Build Finance','Roadway & Highway','Sam Todd','249581-1-52-01','','Dari Vorce','BCC Engineering, Inc.','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">This project is the final and largest section of the 12-part Palmetto Expressway (S.R. 826) Improvement Program executed to alleviate the ever growing congestion along this critical highway. The reconstruction of the SR-826 and SR-836 Interchange, driven by more than 425,000 motorists daily, will enhance safety and reduce congestion. The Condotte - Community- de Moya Joint Venture was contracted to execute the improvements on this project, which include the reconstruction and widening along both SR-826 and SR-836, the construction of a four-level interchange in all directions, the reconstruction and modifications of the Flagler Street/ SR-826 interchange and the Milam Dairy Road/NW 72 Avenue/S.R. 836 interchanges. Four segmental bridges will be erected with an overhead gantry while the precasting of the segments is performed at Condotte&rsquo;s yard in Hialeah, FL. Other key improvements and benefits include new at-grade reconstruction of the adjacent Milam Dairy Road with new entrance/exit ramps to SR836, reconstruction widening and resurfacing of West Flagler Street between SW/NW 76 Avenue and SW/ NW 78 Place, installation of Intelligent Transportation Systems (ITS), installation of new signalization, lighting and landscaping, reconstruction of NW 12 St. beneath SR-826, and new bridges over future NW 7 St. and NW 82 Ave.&nbsp;</span></span></p>','','','','','54636c7f6fb50.jpg','54636d097e289.jpg','noimagee.png',1,0,'',''),('10-001','T6191','SR-112 / I-195 Rehabilitation (Miami, FL)',19922800,'FDOT - 6',0,'13-Aug-10','13-Aug-10',19922800,19922800,'1-Jun-12',0,0,0,'Bid Build','Roadway & Highway','Richard Nunez Fernado Goudie','405578-1-52-01    405578-1-52-02       405-578-1-5','19516521','Ivan Hay','C3TS Engineers','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">The improvements under this contract consisted of widening, bridge repair/rehabilitation on SR 112 (I-195) from NW 10th Avenue to Biscayne Bay. Work included concrete pavement (new and restoration), retaining walls (cast in place, soldier pile/lagging, sheet pile and MSE), ITS, signalization and roadway lighting. Bridges construction included foundations of steel pipe piles and pre-stressed concrete piles, mass concrete substructure and Type II, III and IV pre-stressed concrete beams. </span></span><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">The limited space between the right of way and limits of construction served as the primary challenge on the project. SR-112 (I-195) being a major thorough fare in urban Miami, proper traffic control and detour planning was required with not only the Department but with the City. A high strength early break concrete pavement mix was used for the nighttime pavement rehabilitation activity which allowed the traffic to travel on it the following morning. </span></span></p>\r\n<p>&nbsp;</p>\r\n<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">Condotte&rsquo;s partnership with the Owner and community stakeholders resulted in the temporary openings of the North Miami Avenue Exit Ramp during the Art Basel and Wynwood Art Festival events. Condotte was able to reschedule its work to accommodate these special requests. The project was recognized in 2013 with the FTBA &ldquo;Best in Construction for Bridge Work&rdquo; award.&nbsp;</span></span></p>','','','','','54131564d1e2b.jpg','544e990dcb579.jpg','noimagee.png',1,0,'544e993006f2d.jpg',''),('11-001','T6233','I-75 Ramp @ Palmetto & NW 103 St (Hialeah, FL)',6726610,'FDOT-6',420,'26-Jul-11','',0,0,'',0,0,0,'Bid Build','Roadway & Highway','Doug Parrish Fernando Goudie','425478-1-52-01 425478-1-56-02','7541591','Ivan Hay','','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">This contract consisted of adding auxiliary lanes along SR-93 / I-75 Eastbound from the I-75 Ramp and SR-826 Southbound between the exit ramp on SR-93 / I-75 and NW 103rd Street. Other work included the repaving of the exit ramps, drainage system improvements, installation of new signage, lighting, and landscaping. Among the challenges on this project was the need to work thru different maintenance of traffic phases to minimize disruptions to the Public. Condotte America incorporated an innovative alternate design for the retaining wall - the new award-winning design was the first tilt-up precast retaining wall using an elastic pumped fill.&nbsp;</span></span></p>','','','','','54130bc6862c9.jpg','54130bc8198c6.jpg','noimagee.png',1,0,'',''),('11-002','E4L94','Indrio Road Bridge (Port St Lucie, FL)',17175200,'',270,'15-Aug-11','1-Mar-12',0,2377090,'31-Jan-13',0,0,0,'Design Build','Bridges','Maciel Mustiga','413-047-1-52-01','0952-144-I','Bernie Barrile','','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">This project included the widening of I-95 from 4 lanes to 6 lanes including the widening of the Indrio Rd (SR 614) Project limits extended along&nbsp;SR 9/I-95 from South of SR614/Indrio Road (MP 23.190) to Indian River/St. Lucie County Line (MP 27.259). Condotte, as subcontractor to Dickerson Florida, Inc., was responsible for all the bridge construction on this project. </span></span></p>\r\n<p style=\"margin-bottom: 0in; line-height: 100%;\">&nbsp;</p>\r\n<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">&nbsp;</span></span></p>','','','','','54130e3539f4b.jpg','54130e35f288d.jpg','noimagee.png',1,0,'',''),('11-003','E8K36','Turnpike Interchange at Indiantown Rd (Jupiter, FL)',4694550,'Turnpike District',405,'1-Nov-11','30-Jan-12',0,0,'',0,0,0,'Bid Build','Bridges','Rob Sullivan Maciel Mustiga','422350-1-52-01','N/A','Aime Yocca','','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">This project consist of the construction of the new entrance/exit ramp at Indiantown Road and the Florida&rsquo;s Turnpike (SR91). Work includes demolition of the existing bridge and construction of one (1) new bridge. Structures include FIB 78-in&nbsp;prestressed concrete beams over SR91, MSE walls at each end of the bridge, temporary critical steel pile walls and temporary critical MSE Wall.&nbsp;</span></span></p>','','','','','54130d962720e.jpg','54130d9731264.jpg','noimagee.png',1,0,'',''),('12-001','E8M12','Turnpike Interchange at PGA Blvd (Palm Beach Gardens, FL)',6174830,'Turnpike District',360,'1-May-12','10-Sep-12',0,0,'1-Nov-13',0,0,0,'Bid Build','Bridges','Rob Sullivan Maciel Mustiga','422349-1-52-01','N/A','','Creative Engineering Group','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">Work consists of providing all labor, materials, equipment and incidentals necessary for the replacement of ramp bridge at the PGA Boulevard / Florida&rsquo;s Turnpike Interchange and associated ramp improvements.</span></span></p>','','','','','54131a36e95b2.jpg','54131a3790bcc.jpg','noimagee.png',1,0,'',''),('12-002','E5R16','I-4 Widening from SR 44 to I-95 (Volusia County, FL)',134462000,'FDOT-5',0,'22-Feb-12','',0,0,'',0,0,0,'Design Build','Roadway & Highway','de Moya PM','408464-1-52-01','0042 250 I','','','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">The Condotte / deMoya Joint Venture was contracted to widen 14 miles of I-4 from a 4 lane interstate to six lanes. New concrete pavement will replace the existing asphalt lanes. All existing bridges between the limits of the project will be replaced including a new flyover for the realigned I-4 eastbound off ramp to eastbound US 92. The project also includes new drainage, guardrail, ITS, signing and pavement marking improvements. A favorable technical score resulting from our innovative design concepts placed us as low bidder although our price was not the lowest presented at bid time.&nbsp;</span></span></p>','','','','','544e8a4adfd26.jpg','544e8a565ecb9.jpg','noimagee.png',1,0,'',''),('12-003','Z-6056','Emergency Debris Removal',500000,'FDOT -6',365,'25-May-12','open',0,0,'10-Jun-15',0,0,0,'Emergency Work','Emergency Services','N/A','TBD','TBD','N/A','','','','','','','','','','noimage.png','noimageb.png','noimagec.png',1,0,'',''),('12-004','RFP-12-03 83624.030','SR-836 ORT - East Section (Miami, FL)',20357100,'MDX',673,'18-Mar-13','18-Mar-13',0,0,'',0,0,0,'Design Build','Facilities','Ralph Hernandez Tim Battaglia','83624.024','N/A','','Jacobs Engineering','Miami','FL','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">The SR-836 Infrastructures Modifications for Open Road Tolling (ORT) East Section&nbsp;project includes the necessary infrastructure modifications to support the Open Road Tolling (ORT) conversion of SR 836 between NW 62nd Avenue and I-95 and all the civil work necessary to accommodate the System Integrator&rsquo;s ORT tolling equipment while preserving MDX&rsquo;s aesthetic and functional requirements, including the removal and conversion of the existing mainline toll plaza at NW 17th Avenue and the implementation of ten (10) additional ramp tolling locations. The scope of work comprises the installation of gantries, ORT toll equipment including buildings and shelters, ITS, overhead signing, lighting, and the reconstruction of the SR 836 roadway to accommodate highway-speed vehicle traffic thru the former toll plaza areas for the implementation of the ORT design. </span></span></p>\r\n<p>&nbsp;</p>\r\n<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">This project is unique in that existing structural features at the existing mainline toll plaza, including the existing eastbound and westbound pylons,&nbsp;are being reused to the greatest extent possible while preserving MDX&rsquo;s aesthetic and functional requirements.&nbsp;</span></span></p>','','','','','546361eea10af.jpg','5463622f2b17d.jpg','noimagee.png',1,0,'',''),('12-005','E-7H90','SR-694 Gandy Blvd (St Petersburg, FL)',82889000,'FDOT-7',968,'17-Dec-13','',0,0,'',0,0,0,'Design Build','Roadway & Highway','Doug Parrish Matthew Saenz','256931-25-201','1356011P','','','','','','<p>This priject located in Pinellas County and built for District 7 of the Florida Department of Transporation consists of the improvements of SR-964 otherwise known as Gandy Blvd from west of Martin Luther King Jr. St to east of SR-867. Enhancements includeproviding a more intuitive and direct circulation of 94th Avenue traffic by providing a bridge on Gandy Blvd over this avenue. Inproved lane balance is gained for the eastbound mainline Gandy Blvd by providing two separate off-ramps from Gandy Blvd to both 94th Avenue and 9th St. Our team has provided a system that has improved safety and&nbsp;provided better operational conditions&nbsp;resulting in a superior life cycle profile. Project is succesfully under way.</p>','','','','','54614568f0234.jpg','5461461d11070.jpg','noimagee.png',1,0,'',''),('13-001','E8M76','HEFT Widening at Eureka Drive (Cutler Bay, FL)',40893500,'FDOT-6',1,'8-May-13','',0,0,'',0,0,0,'Bid Build','Roadway & Highway','Hector Blanco','415488-1-52-01','N/A','','','','','','<p>The HEFT Widening from Eureka Drive to SW 216th St Project, build for the Florida Turnpike District, consists of the widening of more than 6 miles of the HEFT corridor and includes the partial demolition and widening of 9 bridges and the construction of a new bridge, roadway widening on the median and outside of the northbound and southbound mainlines, and the corresponding reconstruction of new on and off ramps to accommodate the widened configuration of the mainline. Work includes lighting, signage, drainage, earthwork, asphalt paving, and ITS. The project also includes urban improvements to Eureka Drive, Quail Rooast Drive, South Dixie Highway, Caribbean Blvd, and Haimlin Drive including signalization and streescaping work.</p>','','','','','54636a01a34e2.jpg','54636a09cde03.jpg','noimagee.png',1,0,'',''),('13-002','E6I05','SR826/I-75 Express Lanes (Miami-Dade, FL)',243637000,'FDOT-6',1,'8-Jan-14','31-Mar-14',0,0,'',0,0,0,'Desgin Build','Roadway & Highway','Adriano Volpi Maciel Mustiga','432687-1-52-01 432687-2-52-01 432687-1-56-01 43079','N/A','','','','','','<p>The SR826/I-75 Express Lanes Project, built for the Florida Department of Transportation District 6, includes the construction of 10 miles of Express Lanes along SR-826 (Palmetto Expressway) and three miles along I-75. The project consists of milling, resurfacing, and widening along both SR-826 and I-75. Although the project consists mostly of widening the existing roadways, impacts to existing elements of the rowadway and adjacent properties may be extensive. Work includes utility relocations, drainage improvements, median barrier wall, bridge demolition, lighting, elevated structures, sign structures, and ITS facilities. Improvements will be made at several interchanges including those at NW 36th St, NW 74th St, Okeechobee Rd, NW 103rd St, and NW 122nd St. As part of the scope of work for the project, SR-826 will be widened adjacent to the Peter\'s Pike Canal requiring the modification of the canal cross section to mitigate impacts. This will include dredging, installationof sheet piles on both sides of the canal, and the installation of a 16\' diamater CMP culvert.</p>\r\n<p>&nbsp;</p>\r\n<p>&nbsp;</p>\r\n<p>&nbsp;</p>\r\n<p>&nbsp;</p>\r\n<p>&nbsp;</p>\r\n<p>&nbsp;</p>\r\n<p>&nbsp;</p>\r\n<p align=\"LEFT\">&nbsp;</p>\r\n<p>&nbsp;</p>\r\n<p align=\"LEFT\">&nbsp;</p>\r\n<p>&nbsp;</p>\r\n<p align=\"LEFT\">&nbsp;</p>\r\n<p align=\"LEFT\">&nbsp;</p>\r\n<p>&nbsp;</p>\r\n<p align=\"LEFT\">&nbsp;</p>\r\n<p>&nbsp;</p>\r\n<p align=\"LEFT\">&nbsp;</p>\r\n<p>&nbsp;</p>\r\n<p align=\"LEFT\">&nbsp;</p>\r\n<p>&nbsp;</p>\r\n<p>&nbsp;</p>\r\n<p>&nbsp;</p>\r\n<p>&nbsp;</p>\r\n<p>&nbsp;</p>\r\n<p>&nbsp;</p>\r\n<p>&nbsp;</p>','','','','','noimage.png','noimageb.png','noimagee.png',1,0,'',''),('91-002','72160-3505','Acosta Bridge (Jacksonville, FL)',48236600,'FDOT',0,'','1990',48236600,48236600,'1-Aug-94',0,0,0,'Design Build','Bridges','Kevin Davy','72160-3505','','Jim McLaughlin','Fred Wilson and Associates','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">Condotte America&rsquo;s first trademark of excellence, the Acosta Bridge was the cornerstone to what the company is today. The project earned the &ldquo;Florida Transportation Builders Association&rsquo;s Outstanding Major Bridge Project&rdquo; and the &ldquo;Cement Association&rsquo;s Concrete Bridge Award for Excellence&rdquo;. The structure is a dual concrete segmental, continuously post-tensioned box girder bridge over the St. John&rsquo;s River. The method of construction was cast-in-place, balanced-cantilever with a center span of 630 feet in length. The structure has a clear height of 75 feet above the river. Each bridge carries 3 lanes of traffic, together with a lane for a future automated tram or people mover. The project was recognized in 1994 with the PCA &ldquo;Concrete Bridge Award of Excellence&rdquo; and the 1995 FTBA &ldquo;Outstanding Major Bridge Project&rdquo; awards.&nbsp;</span></span></p>','','','','','5411c3d4d1ace.jpg','5411c4126cc8e.jpg','noimagee.png',1,1,'',''),('91-003','A-0225B','North Central Vocational School (Miami-Dade, FL)',11465900,'Dade Count Public Schools',0,'1991','',11465900,11465900,'1-Jul-92',0,0,0,'Bid Build','Facilities','','A-02250B','','Dr. Paul J. Phillips','','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">This new school project built for the Miami-Dade Public Schools Board consisted of approximately 300,000 square feet of building area in 12 attached buildings, including slabs-on-grade, concrete and steel structural framing, concrete masonry and glass block walls, elevated slabs-on-prestressed concrete joists, built-up roofing, preformed metal roofing, light gauge metal stud framing, mechanical and electrical systems, chiller plant, intrusion alarm system, fire protection system, cooling towers, utilities, door and window units, gymnasium, cafeteria, and kitchen.&nbsp;</span></span></p>','','','','','54131307405c5.jpg','5413130809af9.jpg','noimagee.png',1,0,'',''),('91-004','663172','Omni Guideway Metro Mover (Miami, FL)',32200000,'MDTA',560,'','',32200000,32200000,'16-Nov-92',0,0,0,'Bid Build','Heavy Civil','','663172','','Kenneth Dunne, P.E.','','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">The extension of the Omni Guideway Metro Mover&nbsp;project was built for the Miami-Dade County Metro-Dade Transit Agency and consisted of the construction of 1.4 miles of elevated steel guideway for automated light rail system including foundations, piers, steel girders, cable trays, running surfaces and steel guide beam in downtown Miami, Florida. Also included was, maintenance of traffic, traffic signalization, electrical work, and night work, as necessary. Roadwork included demolition, earthwork, reconstruction of existing streets, also excavation and dewatering as required.&nbsp;</span></span></p>','','','','','541313f9d5fb6.jpg','54636828eb0e0.jpg','noimagee.png',1,0,'',''),('91-005','99004-3420','Noise Barrier Wall at I-95  (Broward & Palm Beach Counties, FL)',7139770,'FDOT - 4',0,'1991','',7139770,7139770,'1-Feb-92',0,0,0,'Bid Build','Heavy Civil','','99004-3420','','William Walsh, P.E.','Balfour Beatty','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">This project entailed the construction of a new Sound Barrier Wall along I-95, from South of Sample Road in Broward County, to South of Glades Road, in Palm Beach County, Florida. The wall is approximately 32,500 feet in length with an average height of 15 feet. The wall system is composed of precast concrete posts erected on auger cast piling with frame precast concrete panels connecting the vertical posts. The precast panels present an undulating pattern thereby creating a wave effect. Various architectural features are randomly incorporated in the faces of the panels.&nbsp;</span></span></p>','','','','','541312cb28442.jpg','541312ca68779.jpg','noimagee.png',1,0,'',''),('92-001','88-110-08','Chesapeake & Delaware Canal Bridge (Wilmington, DE)',58064100,'State of Delaware DOT',0,'','',58064100,58064100,'1-Nov-95',0,0,0,'Design Build','Bridges','Emilio Rosiello','','','Thomas Clement','Figg Engineering Group','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">This project comprised a high-level, cable-stayed bridge over the C&amp;D Canal , the first of its kind in the Delaware valley area and also the first pre-cast concrete bridge to be built in the United States. The bridge consists of 2 carriageways, 138 feet over the water, including: reinforcing steel, 36 stay cables, a main span of 750 feet, 2 side spans of 375 feet, and 26 approach spans of 150 feet each. The structure is cable-stayed concrete segmental with 4 shoulder lanes. Approaches were constructed using the span-by-span system with overhead launching truss. The bridge incorporates many features not found on most other canal bridges: Fixed high-level crossing, a 100 feet (30 m) clearance, six travel lanes with the option of restriping to eight, pull-off emergency shoulders on both sides (under the striping arrangement left at the end of construction), 65-mph speed limit, and separate approach spans only joining at the anchorages of the cables. The project was recognized in 1995 with the DelDOT &ldquo;Recognition of Excellent Performance in the area of Project Construction&rdquo;, the 1996 ACI &ldquo;Grand Prize Award for Concrete Bridges/Highways for Excellence in Concrete Design and Construction&rdquo;, and the NQI &ldquo;National Finalist for Quality Construction&rdquo; awards.&nbsp;</span></span></p>','','','','','5411e3b323de4.jpg','5411e3b468f9a.jpg','noimagee.png',1,1,'544e8935c46a7.jpg',''),('92-002','','NW 27th Ave Toll Plaza (Miami-Dade, FL)',2549740,'FDOT - TPK',0,'1992','',2549740,2549740,'1-Sep-93',0,0,0,'Bid Build','Facilities','Don Munson','','','Charles Wegman, P.E.','','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">The renovation project built for the Florida Turnpike in northwest Miami-Dade&nbsp;included the demolition of existing buildings at the main and sub-plazas and construction of two new facilities; one main toll plaza building with three lane toll booth facilities and one sub-plaza with two lane toll booth facilities. Each included new buildings with aluminum exterior panels, new drainage system, water and sewer system, paving and signalization. On the main plaza a computer room, money and safe room, emergency generator and security system, were installed. Maintenance of traffic included work during night hours.&nbsp;</span></span></p>','','','','','541319afe37d4.jpg','541319aee1867.jpg','noimagee.png',1,0,'',''),('92-003','','',0,'',0,'','',0,0,'',0,0,0,'','Default','','','','','','','','','','','','','','','','',0,0,'',''),('92-004','','',0,'',0,'','',0,0,'',0,0,0,'','Default','','','','','','','','','','','','','','','','',0,0,'',''),('92-005','','',0,'',0,'','',0,0,'',0,0,0,'','Default','','','','','','','','','','','','','','','','',0,0,'',''),('92-006','DBC-1-92','DCAD Cargo Bldg #2132 (Miami, FL)',11130900,'DCAD',0,'','',11130900,0,'1-Feb-94',0,0,0,'Design Build','Facilities','Emilo Mascaro','DBC-1-92','','Rick Bejarano','Howard, Needles, Tammen & Bergendoff','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">The project built&nbsp;for the Dade County Aviation Department (DCAD)&nbsp;consisted of the design and construction of a cargo building, located West of Miami International Airport. This was the first building of the new Cargo Facility Development Program by DCAD. The project was designed and constructed under a Fast Track concept; meaning that both the design and construction aspects progressed in parallel with each other. The design was executed in strict compliance with the design criteria stipulated by the airport consultants. Cargo Building 2132 consists of a modern warehouse facility of 113,000 square feet of cargo storage suitable to handle diverse types of cargo in transit to-and-from the cargo aircraft, a mezzanine incorporating 113,000 square foot of office space, 3 individual lobby areas, each with access to rest rooms, stairs, elevators, and rooftop parking. The building is 750 feet long and 130 feet wide with a reinforced concrete structure and prestressed concrete joist system roof.&nbsp;</span></span></p>','','','','','54130750ec3c5.jpg','54130752dbe64.jpg','noimagec.png',1,0,'',''),('92-007','','P.C. Canopies',0,'',0,'','',0,0,'',0,0,0,'','Default','Bob Sorrentino','','','','','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0,'',''),('93-001','','',0,'',0,'','',0,0,'',0,0,0,'','Default','','','','','','','','','','','','','','','','',0,0,'',''),('93-002','','Cargo Bldg #2130 (Miami, FL)',0,'DCAD',0,'','',0,0,'',0,0,0,'','Facilities','Richard Nunez','','','','','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">The project consisted of the design and construction of a cargo building, located West of Miami International Airport. This was the first building of the new Cargo Facility Development Program by DCAD. The project was designed and constructed under a Fast Track concept; meaning that both the design and construction aspects progressed in parallel with each other. The design was executed in strict compliance with the design criteria stipulated by the airport consultants. Cargo Building 2132 consists of a modern warehouse facility of 113,000 square feet of cargo storage suitable to handle diverse types of cargo in transit to-and-from the cargo aircraft, a mezzanine incorporating 113,000 square foot of office space, 3 individual lobby areas, each with access to rest rooms, stairs, elevators, and rooftop parking. The building is 750 feet long and 130 feet wide with a reinforced concrete structure and prestressed concrete joist system roof.&nbsp;</span></span></p>','','','','','5413071538df8.jpg','54130717376e0.jpg','noimagec.png',0,0,'',''),('93-003','','',0,'',0,'','',0,0,'',0,0,0,'','Default','','','','','','','','','','','','','','','','',0,0,'',''),('93-004','','FEMA Hurricane Andrew Emergency Debris Removal #18 (Miami-Dade, FL)',5157100,'FEMA',0,'1-Jan-93','',5157100,5157100,'1-Sep-93',0,0,0,'Emergency Work','Emergency Services','Rick Shaffer','','','','','','','','','','','','','541309ca46869.jpg','541309cb4169a.jpg','noimagee.png',1,0,'',''),('93-005','','',0,'',0,'','',0,0,'',0,0,0,'','Default','','','','','','','','','','','','','','','','',0,0,'',''),('93-006','','Recchi Equipment/Closed',0,'Internal',0,'','',0,0,'',0,0,0,'','Default','Accounting','000-000-000','','','','','','','','','','','','','','',0,0,'',''),('93-007','S-03298','Miami-Dade College Parking Structure (Miami-Dade, FL)',1157420,'MDCC Board of Trustees',0,'','',1157420,1157420,'1-Nov-94',0,0,0,'Bid Build','Facilities','Bob Sorrentino','S-03298','','George Myers','Spillis Candela & Partners, Inc.','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">This project built for the Miami-Dade College&nbsp;South Campus encompassed the design and construction of perimeter walls of a five (5) story parking garage Building. The walls are constructed of 10 inch thick precast concrete panels with a height of 50 foot - 7 inches. The panels are constructed of white cement concrete mix with exposed aggregate finish.&nbsp;</span></span></p>','','','','','5413123ac4671.jpg','5413123b800d0.jpg','noimagee.png',1,0,'',''),('94-001','','Dadeland Towers (Miami-Dade, FL)',5500000,'Frisk Corporation',0,'','',5500000,5500000,'',0,0,0,'Design Build Remodeling','Facilities','Rick Shaffer','','','Esslinger-Wooten Maxwell','','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">The project included total and complete renovations, remodeling and upgrading of two (2) existing seven&nbsp;</span></span><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">(7) story office buildings, encompassing the following items of work:&nbsp;single ply roof construction, remodeling of all common areas, rework of 8 elevators, rework of all parking areas, repair and reseal of expansion joints in parking garage, structural repairs to existing structure, new A/C cooling towers and chillers (500 tons), miscellaneous interior improvements, and lanscaping including irrigation system. </span></span></p>','','','','','541307e756430.jpg','noimageb.png','noimagec.png',1,0,'',''),('94-002','','Enrique Espino-Residence',0,'',0,'','',0,0,'',0,0,0,'Design Build Remodeling','Building Renovation - Private','Rick Shaffer','','','','','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0,'',''),('94-003','','Harper\'s -  Residence',0,'',0,'','',0,0,'',0,0,0,'Design Build Remodeling','Building Renovation - Private','Rick Shaffer','','','','','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0,'',''),('94-004','','Sweeting Const. - Matt Godlove',0,'',0,'','',0,0,'',0,0,0,'Design Build Remodeling','Building Renovation - Private','Rick Shaffer','','','','','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0,'',''),('94-005','','Don Munson - Residence',0,'',0,'','',0,0,'',0,0,0,'Design Build Remodeling','Building Renovation - Private','Rick Shaffer','','','','','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0,'',''),('94-006','18645','Roosevelt Bridge (Stuart, Florida)',54714600,'FDOT - 4',0,'1994','',54714600,54714600,'2-Jul-98',0,0,88,'Design Build','Bridges','Charles E. Cross','228759-1-52-01','','George Denti','Figg Engineering Group;  Reynolds Smith & Hills;  Lo Buono Armstrong & Associates','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">This new bridge project incorporated a high-level pre-cast segmental bridge over the St. Lucie River in Stuart, Florida. The superstructure of the twin bridges consists of two 61 foot wide single-cell girders, accommodating six 12 foot traffic lanes, two 8 foot wide shoulders, and one, 5 foot wide walkway. The Foundations were constructed with 30-inch square concrete piles. The substructure consists of mass concrete footings, rectangular columns, and flared pier caps ñ all constructed with cast-in-place concrete. The 1,112 pre-cast concrete bridge segments were erected with balanced cantilevers, using an overhead self-launching truss. Condotte self-performed all segmental concrete bridge activities including casting yard, segment erection and substructure work. The project was recognized in 1998 with the FTBA “Outstanding Major Bridge Project” and the 1998 PCA “Concrete Bridge Award of Excellence” awards. </span></span></p>','','','','','5411e308b76ef.jpg','5411e309f14e5.jpg','noimagec.png',1,1,'',''),('94-007','18760','NW 106th St Interchange at SR-821 (Miami, FL)',8653860,'FDOT - TPK',0,'','',8653860,8653860,'3-Sep-96',0,0,96,'','Roadway & Highway','Emilio Rosiello','251822-1-52-01','','Charles Wegnam, P.E.','','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">The project built for the Florida Turnpike Enterprise consisted of construction of a new Interchange of the Homestead Extension of Florida&rsquo;s Turnpike (HEFT). This work included construction of a new 4 Lane Concrete Bridge (overall length &ntilde; 205 Feet), Clearing &amp; Grubbing, Excavation, Drainage, Earthwork, Embankment and Stabilization, Limerock Base, Type &lsquo;S&rsquo; Asphaltic Concrete, Asphalt Friction Course, Curb &amp; Gutter, Traffic Separators, Shoulder Gutters, Barrier Wall, Sidewalk, Rip-Rap, Guardrail, Fencing, Seeding, Mulching, Signage, Pavement Markings, Roadway Lighting, Sanitary Sewer Systems, Sewage Treatment System, Water Lines, Utility Work, 2 new Toll Plazas, complete with buildings, On and Off Ramps connecting N.W. 106th Street with the HEFT Roadway, and other Incidental Items.&nbsp;</span></span></p>','','','','','54511ab791417.jpg','5413133b9c3ce.jpg','noimagee.png',1,0,'',''),('94-008','','Recchi-Segment Pre-cast',0,'',0,'','',0,0,'',0,0,0,'','Default','','','','','','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0,'',''),('94-009','','HARP Water & Sewer (MIA2132)',0,'',0,'','',0,0,'',0,0,0,'','Utilities','','','','','','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0,'',''),('94-010','94-039M19','MIA Noise Abatement Barrier (Miami-Dade, FL)',5139850,'Dade County Aviation Department',0,'','',5139850,0,'1-Dec-95',0,0,0,'Design Build','Heavy Civil','Mascaro / Watson','94-039M19','','Juan Delgado','','','','','<p>The project consisted of the design and construction of a new noise abatement barrier along NW 36th Street from NW 67th Avenue to&nbsp;NW 70th Avenue in Miami, Florida. The wall is approximately 5,600 feet in length with height ranging from20 feet to 38 feet. The barrier system is composed of precast concrete posts erected on augercast pilies with precast concrete panels connecting the vertical posts. The precast panels present an undulating pattern thereby creating a wave effect. Round colored glass panels were inserted in a random pattern in both faces of the concrete panels as a unique architectural feature.</p>','','','','','541304a208c41.jpg','541304a2e7ead.jpg','noimagee.png',1,0,'',''),('94-011','','Precast Airport Noise Wall - Dade County Aviation Department (DCAD)',0,'DCAD',0,'','',0,0,'',0,0,0,'','Aviation Building - Structure','Reggie Watson','','','','','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0,'',''),('95-001','3131-1','Everglades Farmworkers Village (Florida City, FL)',18062500,'Everglades Community Association, Inc.',0,'1995','1995',18062500,18062500,'1-Mar-97',0,0,0,'Bid Build','Facilities','Michael Nash','','','Mitch Friedman','','Florida City','FL','USA','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">This project which covered&nbsp;Phase 1, Site 2&nbsp;of the Farmworkers Village complex, consists of a 54-acre site on which 246 residential units were constructed. In addition, there is an administrative complex, consisting of maintenance buildings, administrative buildings, and a community building. The residential units were designed and built to assist the agricultural farm workers access to affordable housing. The development comprised 46 four-bedroom single-family homes, 83 three-bedroom duplex units, and 15 two-bedroom duplex units. Included in the project was construction of the total infrastructure, including: land development, water &amp; sewer, drainage, street and road pavement, etc.&nbsp;</span></span></p>','','','','','541308a568342.jpg','541308a400eab.jpg','noimagec.png',1,0,'',''),('95-002','','Conway Bypass(CLOSED)',0,'',0,'','',0,0,'',0,0,0,'','Default','Accounting','','','','','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0,'',''),('95-003','','Dadeland Tenant Improvements',0,'',0,'','',0,0,'',0,0,0,'Design Build Remodeling','Building Renovation - Private','Rick Shaffer','','','','','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0,'',''),('95-004','','Atrium Office Park',0,'',0,'','',0,0,'',0,0,0,'Design Build Remodeling','Building Renovation - Private','Rick Shaffer','','','','','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0,'',''),('95-005','','Recchi -  Equipment',0,'Internal',0,'','',0,0,'',0,0,0,'','Default','Mike Vazquez (305)345-5476','000-000-000','','','','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0,'',''),('95-006','','PC Panels @ Motorsports Cplx.',0,'',0,'','',0,0,'',0,0,0,'','Default','','','','','','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0,'',''),('95-007','','First Reserve(Warehouse)',0,'',0,'','',0,0,'',0,0,0,'','Default','','','','','','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0,'',''),('95-008','','Gables Waterway (Hotel)',0,'',0,'','',0,0,'',0,0,0,'','Default','','','','','','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0,'',''),('95-009','','Concourse A Apron Ph 1 92085A3',0,'DCAD',0,'','',0,0,'',0,0,0,'','Aviation Building - Structure','','','','','','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0,'',''),('95-010','','Organization Exp. Pre-Cast Yd.',0,'',0,'','',0,0,'',0,0,0,'','Default','','','','','','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0,'',''),('95-011','1F0101','Branch Avenue Station (Washington, DC)',54150000,'WMATA',0,'1995','',54150000,54150000,'1-Oct-99',0,0,0,'','Heavy Civil','Emilio Rosiello','','','Narindar Kumar','','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">The Branch Avenue Station &amp; Line F10a (Green Line) project completed for the Washington Metropolitan Transit Authority, better known as WMATA, included the&nbsp;construction of 1.6 miles of dual train track. (0.5 miles consists of precast concrete, post-tensioned single box segmental aerial structure, 0.8 miles of ground level and open cut section and 0.3 miles of two (2) level below ground station.) The project includes acoustical barrier sound panels, retaining walls, two AASHTO girder roadway bridges, vehicle parking areas, sanitary sewers, drainage, potable water distribution system and electrical distribution system.&nbsp;More than 51,000 LF of prestressed concrete piling and 90,000 SF of precast post tensioned segmental construction was completed along with more than 30,000 SF of streetscaping work.</span></span></p>','','','','','54131addc2293.jpg','54131adebd0bc.jpg','noimagee.png',1,0,'',''),('96-001','','Air Jamaica',0,'',0,'','',0,0,'',0,0,0,'','Default','','','','','','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0,'',''),('96-002','95470','Tri-Rail Miami Airport Station (Miami, FL)',4727670,'Tri-Rail',0,'1996','',4727670,4727670,'1-Apr-98',0,0,0,'','Heavy Civil','Mike Nash','95470','','Michael Gagnon','','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">This&nbsp;mass transit project, built for the Tri-County Commuter Rail Authority, consisted of the construction of a ground-level station with tensioned Teflon fiberglass fabric roofing system, including all support systems, such as rest room, ticketing and parking facilities, and all utilities, sanitary sewer, drainage, water, and electrical distribution system. The 800 foot train platform is comprised of concrete gravity walls backfilled, with slab-on-grade deck. The rail corridor includes double track subgrade and drainage. Rails and tie work was done by CSX Railroad.&nbsp;</span></span></p>','','','','','541319f9dfe74.jpg','541319fa86110.jpg','noimagee.png',1,0,'',''),('96-004','W-744','Alexander Orr Jr. Wastewater Plant (Miami-Dade, FL)',7438250,'MDWASD',0,'','',7438250,7438250,'1-Mar-98',0,0,0,'Bid Build','Heavy Civil','Emilio Rosiello','W-744','','Alma Santiago','','Miami','FL','USA','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">The Alexander Orr Wastewater Treatment Plant (Reservoir No. 5) project was completed for the Miami-Dade Water and Sewer Department (MDWASD) and included clearing and grubbing, excavating, dewatering, including sheet piling and trenches, and preparation of site for the construction of a reinforced concrete 20 million gallon potable water reservoir (approximately 705&nbsp;FT&nbsp;x 265 FT), furnishing and installing four (4) sluice gates (84 in&nbsp;x 84 in); installation of piping and valves, miscellaneous electric work, landscaping and all other related items necessary for complete installation.&nbsp;</span></span></p>','','','','','541303f7b6332.jpg','541303f98cf5d.jpg','noimagee.png',1,0,'',''),('96-005','','Chiaffredo Bellero\'s Residents',0,'',0,'','',0,0,'',0,0,0,'','Default','','','','','','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0,'',''),('97-001','N/A','Main Office Remodeling',0,'Internal',0,'N/A','N/A',0,0,'N/A',0,0,0,'N/A','Default','Accounting','000-000-000','N/A','N/A','N/A','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0,'',''),('97-002','','Recchi Plant',0,'',0,'','',0,0,'',0,0,0,'','Default','','','','','','','','','','','','','','','','',0,0,'',''),('97-003','CG-9-2(1)01','Sidney Lanier Bridge (Brunswick, GA)',0,'GDOT',0,'1997','',64275500,0,'31-Dec-01',0,0,0,'Design Build','Bridges','Brian West','CG-9-2(1)01','','Lisa Sikes','TY-Lin International     DRC Consultants','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">This bridge project, built for the Georgia Department of Transportation, incorporated 1.6 miles of construction consisting of the main span of the Sidney Lanier Bridge, the remaining portions of the south and north approach bridge, a bridge inspection traveler &amp; protective islands on SR 25/US 82/US 17 over the Brunswick River in Brunswick. This high level bridge (185 Ft over water) is a cable stayed bridge with a main span of 1,250 Ft carrying four (4) lanes of traffic over a very busy navigable waterway that is the main entrance to the Port of Brunswick in the State of Georgia. </span></span></p>\r\n<p>&nbsp;</p>\r\n<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">The width of the bridge is 71 feet between curbs. The navigation channel has a minimum horizontal clearance of 400 feet and a vertical clearance of 185 feet. The minimum clearance between pier protection islands is 1,040 feet. Supported by 176 stay cables, the main span is anchored into twin pylons rising 480 feet above the surface of the river.&nbsp;</span></span></p>','','','','','5411e2b05c243.jpg','5411e2b9dab55.jpg','noimagee.png',1,1,'544e98aa9d4ed.jpg',''),('97-004','','I-95 Boynton-Piling/Zep Const.',0,'',0,'','',0,0,'',0,0,0,'','Default','','','','','','','','','','','','','','','','',0,0,'',''),('97-005','','I-95Boynton-NoiseWll/Community',0,'',0,'','',0,0,'',0,0,0,'','Roadway -Structure','','','','','','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0,'',''),('97-006','19727','HEFT Tamiami Toll Plaza (Miami-Dade, Florida)',29088000,'FDOT - TPK',1997,'','',29088000,29088000,'28-Feb-01',0,0,92,'Bid Build','Facilities','Danny Garcia','97870-3313','','Bill Braniff','','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">The project includes demolition of existing buildings and construction of four new facilities; two main toll plazas buildings with ten lanes and toll booths each, a mid-size toll plaza with three lanes and toll booths, and one small ramp toll plaza with three toll collection lanes. Each plaza includes new buildings with thorostucco exterior, new drainage system, water and sewer system, paving and signalization. </span></span></p>\r\n<p>&nbsp;</p>\r\n<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">In the two main toll plazas there is an access/utility tunnel between the administration building and the plaza. The administration building consists of, but is not limited to, the following rooms: counting vault, storage, manager, supervisor, lounge, toilet facilities and recorder room. The mid-size toll plaza administration building includes, but is not limited to, the following rooms: counting, vault, storage, supervisor, toilet facilities, and recorder room. The small ramp toll plaza includes a toll booth building with an attendant&rsquo;s area, toilet facilities and recorder room.&nbsp;</span></span></p>','','','','','5413097e053ef.jpg','5413097f6767d.jpg','noimagec.png',1,0,'',''),('97-007','','Toll Plaza/Precast Yard',0,'',0,'','',0,0,'',0,0,0,'','Default','','','','','','','','','','','','','','','','',0,0,'',''),('97-008','N/A','I  A-95 (CLOSED) Richmond Proj',0,'N/A',0,'N/A','N/A',0,0,'N/A',0,0,0,'N/A','Default','Emilio Rosiello','N/A','N/A','N/A','N/A','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0,'',''),('98-001','042332897-C1-20007','Veteran\'s Highway - Conway By Pass (Horry County, SC)',36072200,'SCDOT - 5',0,'1998','',36072200,36072200,'20-Oct-00',0,0,0,'Design Build','Bridges','Mike Nash','042332897-C1-20007','','David lewis','Flour Daniel;  SCDOT','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">Performing as subcontractor to Fluor Daniel for bridge work, Condotte&rsquo;s work included 17 bridges, 28.5 miles of roadways excavation, back</span></span><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">fi</span></span><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">lling of foundations, installation of piling and construction of footings, columns and abutments; pre-casting, delivery and erection of superstructures, (including all cast-in-place concrete, temporary and permanent post tensioning; pre-casting, delivery and erection of concrete beams and cast-in-place concrete decks; furnishing) delivery and erection of steel plate girders and cast-in-place concrete decks, furnishing and installation of concrete barrier walls, approach slabs on </span></span><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">fi</span></span><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">eld graded and wing walls at bridge ends, installation of Class V Finish on concrete surfaces, and furnishing and installation of expansion joints and execution of test piling, for Phase I of the Conway Bypass in South Carolina. Built under budget, the project was delivered 7 months ahead of schedule despite three hurricanes and a 500-yr event </span></span><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">fl</span></span><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">ood.</span></span></p>\r\n<p style=\"margin-bottom: 0in; line-height: 100%;\">&nbsp;</p>\r\n<p><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">Th</span></span><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">e project was recognized in 2001 with the NPHQ &ldquo;National Achievement Award State Winner for Quality Highway Work&rdquo; award.</span></span></p>','','','','','54131a7439065.jpg','54131a75211bd.jpg','noimagee.png',1,0,'',''),('98-002','','Rinker Yard',0,'',0,'','',0,0,'',0,0,0,'','Default','','','','','','','','','','','','','','','','',0,0,'',''),('98-003','','Organization, Exps. VA',0,'',0,'','',0,0,'',0,0,0,'','Default','','','','','','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0,'',''),('98-004','','Prest. Piling - Curry Ind.',0,'',0,'','',0,0,'',0,0,0,'','Default','Raul Graupera','','','','','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0,'',''),('98-005','N/A','I-895 Conntector - Richmond,VA (old)',0,'N/A',0,'N/A','N/A',0,0,'N/A',0,0,0,'N/A','Default','Emilio Rosiello','N/A','N/A','N/A','N/A','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">The Route 895 over I-95 and the James River Project in Richmond, Virginia is part of the 8.8-mi. Route 895 Connector Project that connects I-95 and I-295. The $381 million high-level inter-change was constructed under a design-build contract. The segmental bridges consist of the east and west approaches, the river crossing over the James River and three ramp structures. The approaches are pre-cast and built in balanced-cantilever. The west approach was constructed with a self-launching over-head gantry. The ramps are precast concrete segmental box girders and built span-by-span using a self-launching underslung erection truss. The river crossing has a 205 meter main span that was constructed cast-in-place in balanced cantilever using form travelers. The main span segments vary in depth from 12 to 4 meters and in width from 19 to 23.5 meters. Construction of the nearly 200 cast-in-place two cell segments ranging in length from 3.96 to 4.88 meters was accomplished through simultaneous use of three pairs of form travelers. The first river crossing typical segment was cast in November of 2000. While most of the main piers consist of stiff twin-column arrangements, a single-column pier on the westbound bridge was stabilized during construction using a unique cable-stayed arrangement. </span></span></p>\r\n<p>&nbsp;</p>\r\n<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">The Joint Venture of Condotte America, Inc. and McLean Contracting provided all labor, supervision, materials and equipment and all incidentals necessary to perform all the bridge work for the prime contractor, Fluor Daniel-Morrion Knudsen, LLC.&nbsp;</span></span></p>','','','','','54130a6cde347.jpg','54130a709cd0e.jpg','noimagec.png',1,0,'',''),('98-006','','Warehouse (Harper)',0,'',0,'','',0,0,'',0,0,0,'','Default','','','','','','','','','','','','','','','','',0,0,'',''),('98-007','','P.C. BARRIER WALL',0,'',0,'','',0,0,'',0,0,0,'','Default','','','','','','','','','','','','','','noimage.png','noimageb.png','noimagec.png',0,0,'',''),('98-A05','209300-D2-40000','I-895 Connector (Richmond, VA)',126093000,'VA-DOT',0,'1998','',126093000,0,'1-Apr-02',0,0,0,'Design Build Finance','Bridges','Emilio Rosiello','209300-D2-40000','','Dave Wesson','Flour Daniel - Morrison Knudsen','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">The Route 895 over I-95 and the James River Project in Richmond, Virginia is part of the 8.8-mi. Route 895 Connector Project that connects I-95 and I-295. The $381 million high-level inter-change was constructed under a design-build contract. The segmental bridges consist of the east and west approaches, the river crossing over the James River and three ramp structures. The approaches are pre-cast and built in balanced-cantilever. The west approach was constructed with a self-launching over-head gantry. The ramps are precast concrete segmental box girders and built span-by-span using a self-launching underslung erection truss. The river crossing has a 205 meter main span that was constructed cast-in-place in balanced cantilever using form travelers. The main span segments vary in depth from 12 to 4 meters and in width from 19 to 23.5 meters. Construction of the nearly 200 cast-in-place two cell segments ranging in length from 3.96 to 4.88 meters was accomplished through simultaneous use of three pairs of form travelers. The first river crossing typical segment was cast in November of 2000. While most of the main piers consist of stiff twin-column arrangements, a single-column pier on the westbound bridge was stabilized during construction using a unique cable-stayed arrangement.</span></span></p>\r\n<p>&nbsp;</p>\r\n<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">The Joint Venture of Condotte America, Inc. and McLean Contracting provided all labor, supervision, materials and equipment and all incidentals necessary to perform all the bridge work for the prime contractor, Fluor Daniel-Morrion Knudsen, LLC.&nbsp;</span></span></p>','','','','','54130d1624c18.jpg','54130d178014e.jpg','noimagee.png',1,0,'544e8bc6549c3.jpg',''),('99-001','20479','SR-826 at NW 103 St (Hialeah, FL)',38923600,'FDOT - 6',0,'','Aug-99',38923600,38923600,'29-Oct-02',0,0,91,'Bid Build','Roadway & Highway','James  Rick  McNew','249113-1-56-02','','Dari Vorce','','','','','<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">This project included the necessary improvements at the intersection of the Palmetto Expressway and NW 103rd Street to provide eased access to and from local traffic in Hialeah, FL. The work included the construction of 4 bridges, retaining walls, roadway widening, embankment, asphalt paving, road signs, signalization and landscaping. The total project length was 2,445 meters. Construction was performed under existing, heavy traffic conditions and special circumstances as a result of the encroachment into the Westland Mall parking facility. </span></span></p>\r\n<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">Bridge #1: SR 826 (Palmetto Expressway) over NW 103 Street; total length 70.77 meters, 2 spans </span></span></p>\r\n<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">Bridge #2: SR 826 SB Ramp B and NB Ramp B over Little River Canal; total length 25.91 meters, 1 span. </span></span></p>\r\n<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">Bridge #3: Ramp D Overpass SR 826; total length 418.35 meters, 11 spans </span></span></p>\r\n<p style=\"margin-bottom: 0in; line-height: 100%;\"><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">Bridge #4: SR 826 over W 60 Street; total length 32.31, 1 span. </span></span></p>\r\n<p><span style=\"font-family: Calibri, serif;\"><span style=\"font-size: 10pt;\">Condotte America completed the project ahead of schedule earning an early completion bonus. The project was awarded the FTBA &ldquo;Award for Best in Construction for Major Interchange&rdquo;. The project was recognized in 2003 with the FTBA &ldquo;Outstanding Major Bridge Project&rdquo; award.&nbsp;</span></span></p>','','','','','5411dfdd8424e.jpg','5411dfddebaa1.jpg','noimagee.png',1,1,'',''),('test','test','test',0,'TEST 2',0,'test','test',0,0,'test',0,0,0,'test','Aviation Building - Structure','test','test','test','test','test','test','test','test','<p>test</p>','test','test','test','testtest','543e92061833c.jpg','543e92076afb7.jpg','543e920877322.jpg',0,0,'543e92c591374.jpg','543e920ad1cda.jpg');

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