The road deck width is 154 feet (47 meters). Baytown.

The bridge is located in a hurricane-prone area. The Fred Hartman Bridge is the longest cable-stayed bridge in Texas, and one of only three such bridges in the state, It's wide and has plenty of lanes. Deck width: 71.9 ft. Also called Houston Ship Channel Bridge Approximate latitude, longitude ... Fred Hartman Bridge.

The Texas Department of Transportation (TxDOT) conducts routine inspections of most bridges every two years, ensuring all bridges open to vehicular traffic in Texas are safe and best in class. Built 1950 as the replacement of the original 1940 bridge Span length: 2,800.0 ft. Total length: 5,978.3 ft. Tacoma Narrows Bridge (2007) (Pierce County, Washington) ... Fred Hartman Bridge (Harris County, Texas) Pair of cable-stayed bridges over Houston Ship Channel on TX … The cable-stayed main span unit is 2,475 feet long – the length of eight football fields – and allows eight lanes of traffic to smoothly flow 175 feet over the Houston Ship Channel. Fred Hartman Bridge – TxDOT, Texas USA Texas has more than 53,000 bridges, the largest bridge inventory in the United States. The Fred Hartman Bridge replaced the Baytown-La Porte Tunnel, which replaced the Morgans Point Ferry. In spite of the dense reinforcement a successful casting was achieved by the use of gravel with ø < 16 mm and a super-plasticizer.

Together with the stay cables the anchorages are also exchangeable.

The busy ship traffic between the Gulf of Mexico and Houston Harbor required a navigational clearance of 53 m. The towers were protected against ship collision by locating one of them on shore and the other one in shallow water and surrounding it with an artificial island. carry two separate bridge decks of Texas 146 to a height of 178 feet,

The beam and the anchor piers are connected by 305 mm diameter pins which also transmit uplift forces. The cables were then lifted up to the tower heads. After final stressing and grouting of the stay cables they were wrapped with a yellow, UV-resistant PVF tape for aesthetic reasons. The construction of the first half of the bridge was delayed substantially due to difficulties during fabrication of the steel grids. keeping them away from the traffic of the busy seaport. The beam rotations at the anchor piers are taken up by hinged roadway joints, the longitudinal movements of ± 380 mm are carried by additional movement joints at the ends of the short first approach spans.

Notable guests include George W. Bush, Miss Texas 1995, William Burnett and the Hartman family. was assumed as 50 m/s.

Posted June 4, 2013, by DJ Danek (bpd106 [at] yahoo [dot] com) Here are a couple of pics of the Fred Hartman. ALL RIGHTS RESERVED.

The introduction of the shear forces from the 300 mm thick concrete edge slab into the 200 mm thick inner roadway slab, proved to be critical and was designed with a strut and tie model in the ultimate limit state. The ends of the strands were fixed with wedges to the anchor heads. The bridge's opening ceremony was on September 27, 1995. The ratio between the first eigenfrequencies in torsion and bending comes to fT / fB = 0.670 / 0.273 = 2.45.

In the tower head the stay cables run through cast-in steel pipes and their anchor heads are retained on compression plates resting on concrete.

The Fred Hartman Bridge is the tallest bridge in Texas. For a turbulence intensity of 12 %, the bridge beam oscillates with a double amplitude of 1.65 m from buffeting. The vertical stiffeners of the main girders at a distance of 5.2 m are welded to their top and bottom flanges in order to transmit the end moments of the cross girders, which are created by their torsional stiffness. The forms for the cable anchorage area were built in sections on the ground with the steel pipes precisely located. Composite action between the steel grid and the concrete roadway slab is provided by shear studs protruding into the CIP joints. Today, it is one of the world’s most well-known cable-stayed bridges, accommodating 200,000 […]

The 3.6 m deep pile cap was reinforced with several layers of bars with ø 40 mm. The project is located in Baytown and La Porte, Harris County, Texas, USA.

google_ad_width = 160; The cages were lowered into position an were mechanically coupled with a hydraulically compressed malleable steel coupler (supplied by Dayton Barsplice Products, Dayton Ohio).

It is the 77th largest bridge in the world. In the concrete tower head the stay cables run through cast-in steel pipes. The stay cables were designed in accordance with the PTI guidelines.

The transverse wind forces are carried by central wind bearings in the middle of each end cross girder. The assembled stay cables are in accordance with the state-of-the- art of that time: 15 mm galvanized strands with anchorages in thickwalled black PE pipes, which are filled after installation with cement grout. It gracefully carries commuters Congratulations on this excellent venture… what a great idea! A detailed investigation resulted in two independent beams as the most economic solution. Since no welding on site is acceptable in the USA even today, the main girders were connected with cover plates and high-strength bolts.

All rights reserved. The bridge crosses the Houston Ship Channel 32 km east of Houston between the cities of Baytown and LaPorte. Because of the large beam width required for four lanes in each direction of travel, systems with two, three and four cable planes were investigated. google_color_bg = "000000";

Simultaneously the anchor piers were pushed 75 mm to the outside.

As top flange of the composite beam these cambered moments cause additional permanent compression in the roadway slab. The last section of the Baytown Tunnel was removed from the Houston Ship Channel on September 14, 1999, with removal of the tunnel being the responsibility of the Texas Department of Transportation (TxDOT).[5]. 40 Years of Experience Worldwide, Wilhelm Ernst & Sohn Verlag für Architektur und technische Wissenschaften GmbH, URS Greiner Woodward Clyde: Award Winning Projects, polymer-wrapped twisted steel wire bundles. The shear studs protrude from their top flanges into the slab joints. //-->,