Tensar announced that construction has started on $3 million worth of ARES MSE retaining walls on one of Ohio's largest highway projects. 200,000 square feet of the mechanically stabilized earth retaining walls will be built using Tensar's uniaxial geogrid reinforcement. [Source: Geosynthetics Magazine. Image: ODOT]
A geocell is a honeycomb-like geosynthetic structure that is filled with aggregate to create a strong, stable platform. The Florida DOT used Strata's StrataWeb product to solve a problem of soft shoulders on a bridge approach and create a stable, load-bearing shoulder without any pavement.
Tunnel Business Online had a neat article in the April 2012 issue discussing the progress on the various New York MTA tunneling projects. They suggest that this may someday be considered the 'Golden Age of Tunneling' in New York City. Check it out soon, I think the article might come down when the May issue is posted. [Source: Tunnel Business Online. Image: TBM Magazine]
A bicyclist went around the barricades at the California Highway 1 Devil's Slide Tunnel project after work hours and rode his bike through one of the tunnels, recording video as he went. I don't advocate that kind of dangerous behavior, but I must admit that it is neat to see a tunnel nearing completion after several years of work. [Source: YouTube]
The Oregon DOT stopped work on a 10-mile stretch of Highway 20 back in 2010 after several landslides were discovered during construction. Four bridges that were constructed by Yaquina River Constructors, a subsidiary of Granite Construction, were displaced by the landslides. The contractor was paid a total of $173 million for the project, and under the terms of the settlement, $15 million was returned to the State. According to an ODOT spokesman, they are looking to rebid the project this year with a projected completion date of 2015, 6 years behind the original schedule. The winning bid for the original project was $129 million, and the new projected cost is $290 to $310 million. [Source: TDN.com. Image: NewsLincolnCounty.com]
Dr. Dave Petley (The Landslide Blog) was recently in China meeting with members of the Three Gorges Dam University. They took him on a tour of several sites, including the impressive ship locks with an excavation depth of over 170 meters necessitating 2,000 cable anchors and 100,000 rock bolts. Check out the link below for more photos. [Source: The Landslide Blog. Image: The Landslide Blog]
GeoPrac Sponsor Nicholson Construction was recently awarded the contract for geotechnical construcion on the San Francisco Central Subway Project along with join venture partner Condon Johnson. Nicholson's scope will include diaphragm walls at the tunnel launch pit, jet grouting at two station locations, compensation grouting, and secant pile installation.
The Central Subway Project is one of the ten largest ongoing tunneling projects in North America. Nicholson and its sister company, SolData, Inc., are involved in six of those ten projects.
Click through to Nicholson's site for the full press release.
Construction has started on the tunnel boring machine launch pit for the WSDOT SR 99 Tunnel Project (Viaduct Replacement). The 420 foot long pit is being constructed using secant pile retaining walls, with 2 rows of 5 foot diameter piles, all around 90 feet deep. Based on the fantastic photos on WSDOT's Flickr Page, it appears that Malcolm Drilling is performing the secant pile wall work. [Source: The Seattle Times via ASCE SmartBrief. Image: WSDOT Flickr]
A New Mexico mountain resort recently unveiled their new fitness complex which featured a large indoor swimming pool and 32 person spa. Built on the side of a mountain, on side of the spa structure sits on top of approximately 12.0’ of fill material. When the spa and portions of the deck began to show telltale signs of settlement, the spa was drained and taken out of service, and an investigation was conducted. This investigation revealed a large plumbing leak which had occurred under the pool/spa deck, causing compaction and consolidation of the supporting fill materials. The general contractor on the job broke out a section of the pool deck to make the plumbing repair, and then turned to URETEK ICR for the remediation of the settlement issues.
Management was pleased that the process meant no disruption for their guests. URETEK’s solution was less than 20% of the cost of replacement of the structure.
[Editor] Click through for the rest of the post. [/Editor]
[Update 4/11/12] Hayward Baker (a GeoPrac sponsor) is the geotechnical contractor performing the grouting under subcontract to the JV, thanks for the correction Tanner. The JV is performing the cut-off wall work. I should also mention that GeoPrac sponsor Nicholson Construction is the North American subsidiary of Soletanche Bachy, one half of the Treviicos-Soletanche JV. [/Update]
One of the largest grouting projects in the country right now is the dam foundation grouting project being conducted at the Wolf Creek Dam in Kentucky. Treviicos-Soletanche JV is performing the grouting, the latest in a long history of grouting projects at Wolf Creek to fix foundation problems at the dam site. This Video by ENR gives a great overview of the construction sequence of the current grouting project.
A new portion of the Freeport, Texas Wharf was meant to allow an additional two container ships to be unloaded each day. However, before it was put into service, the entire 800 foot by 109 foot wharf began sliding into the shipping channel. GeoPrac sponsor Nicholson Construction was tasked with installing 30 multi-strand soil anchors to stabilize the wharf. The anchors were each 140 feet long and encased in Class I corrosion protection because of the aggressive environment. The design loads up to 150 kips were achieved in the soft clay. The wharf is now stabilized and final repairs are being made before it opens to ship traffic. [Source: Nicholson Construction Company. Image: Nicholson Construction]
If Wolf Creek Dam in Kentucky fails, $6 billion in flood damage is projected to occur downstream. A dam foundation remediation project at Wolf Creek Dam to fix seepage and Karst solutioning problems is a top priority of the USACE for this reason.
Remediation consists of building a 275-ft-deep, 3,800-ft-long concrete wall composed of secant piles and rectangular panels installed through the clay embankment and into the rock of the dam within a 5-in. tolerance.