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Project Portfolio

Quick Location Finder

COLORADO

Corporate Office
Centennial, Colorado
(303) 825-0777

Denver Office
(303) 825-0777

Colorado Springs Office
(719) 528-8300

Fort Collins Office
(970) 206-9455

Glenwood Springs Office
(970) 945-2809

Pueblo Office
(719) 595-1287

Crested Butte Office
(970) 349-0478

TEXAS

Dallas Office
(972) 831-1111

WYOMING

Cheyenne Office
(307) 432-4077

With experts in Colorado, Texas, and Wyoming, CTL | Thompson provides geotechnical engineering, environmental engineering, structural engineering, and materials testing for a variety of industries. Following are some project examples showcasing our approach to finding solutions to issues found in projects in Colorado, Texas, and Wyoming.

Education

Health Care

Resort and Hotel

Roadway and Transportation

Municipal

Office

Mixed-Use

Retail

Residential

Energy

Water Resources

Utilities

 

Education

University of Colorado at Boulder

Improvement of Outdoor Recreation Facilities

Boulder, Colorado

Improvements are underway to the intramural fields of Franklin, Farrand, and Kittridge on the campus of the University of Colorado at Boulder. Some of the improvements include new sports lighting, new grass and re-grading of the field soils, a new outdoor stage for student events, and a memorial on behalf of the senior class of 2004.

Additionally, four new basketball courts will be constructed just east of the Coors Events Center (an indoor arena that hosts CU Basketball and Volleyball). The courts will have post-tensioned concrete surface to account of the soil conditions at the location. The courts will have post-tensioned concrete surface to account for the soil conditions at the location. The courts are also being sunken to prevent balls from rolling down the nearby hill towards the busy 28th street.All of the improvements are scheduled to be completed for use in the fall of 2007. CTL|T provided the Geotechnical Investigation and will provide the concrete laboratory testing for the basketball courts.

 



 

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Health Care

Rose Medical Center

Parking Structure

Medical Office Building Addition

Denver, Colorado

The medical office building (MOB) is 130,000 square feet located at the northeast side of the Center, along Hale Parkway. The MOB includes an Ambulatory Surgery Center, five state-of-the art operating rooms, and several other medical office services; including orthopedics, women’s health, imaging, oncology, and cardiovascular services. In addition, the Rose Medical Parking Garage was completed in winter 2005/06. The garage has six levels of above grade and one level with slab-on-grade. The structure is supported on a drilled pier foundation system.

Reinforced cast in place concrete was used for the foundation walls and pier caps. Pre-cast concrete elements were used for the structure. The parking structure also encompasses a pedestrian skywalk to enable easy access to the medical facility. CTL preformed the geotechnical investigation and provided environmental services. A 10,000-gallon underground storage tank was removed from the site. We detected residual diesel and PAH contamination after the tank removal.

CTL was able to demonstrate the lack of impact to the ground water leaving the site, and pointed out the uncertainty of the soil laboratory results. This enabled the environmental clearance of the site. CTL also provided the Construction Observation and Materials Testing throughout the duration of the project.




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Resort and Hotel

Hyatt Regency Hotel

Colorado Convention Center

Denver, Colorado

The new 1,100-room, $349 million, Denver Convention Center Hotel is a significant asset to downtown Denver’s economy. Amenities include 25,000-square-feet of meeting space, a 30,000-square-foot ballroom (the largest in the state), a 15,000-square-foot junior ballroom, a health club, and a 300-seat restaurant, lounge, and bar area. The 37-story facility has a three-level, underground parking structure with approximately 600 spaces.

The hotel is located contiguous to the nearly completed convention center expansion. As the city’s largest redevelopment effort underway in 2003-2004, the convention center’s hotel “headquarters” are a fundamental element to the expansion’s success.

The structure is normally reinforced and post tensioned concrete with some elements of structural steel framing. The use of high-strength concrete (10,000 psi) was recommended. This type of concrete allowed for use of less concrete, and allows for smaller columns (maximizing floor space) and stronger shear walls, to increase building stiffness, which provided overall cost savings on the project. This type of concrete requires precise mixing of materials. CTL | Thompson provided all material testing and construction observation for this project. This is the second structure in Denver to use this high-strength concrete.

CTL | Thompson also provided environmental services during site assessment and project construction. Preliminary studies focused on investigation of historic land use and potential ground water contamination. During excavation, CTL | Thompson observed soils to confirm that conditions were consistent with the site assessment that was conducted previously by another firm. The services included developing a soil management plan, collection of samples for characterization of petroleum-impacted soils and ground water, field operations observation; providing support services during the closure of an abandoned underground storage tank; and consultation to support waste characterization and disposal options.




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Roadway and Transportation

Texas State Highway 130

Texas

The largest single road project ever developed by the Texas Department of Transportation, State Highway 130 is intended to relieve traffic in Central Texas by creating a commuter and NAFTA corridor alternative to Interstate 35.

CTL | Thompson Texas was chosen to execute the pavement design and materials engineering for the 91-mile highway project as a subcontractor of Lone Star Infrastructure, the consortium selected by TxDOT to design and construct SH 130. Subsurface exploration and geotechnical evaluation was completed in conjunction with analysis and recommendations concerning earthwork, settlement, and slope stability for embankments.

State Highway 130 isa 49-mile tollway extending from Interstate 35 north of Georgetown southward to U.S. 183 southeast of Austin, passing though Williamson and Travis Counties. The LSI joint venture partners are Fluor Corporation, Balfour Beatty Construction, and T.J. Lambrecht Co.

The CTL | Thompson team is considered a regional leader in geotechnical and materials engineering and construction testing with significant experience involving large-scale road projects. Successful CTL projects include the President George Bush Turnpike in Dallas, the proposed extension of Farm to Market (FM), Road 2499 over Lake Lewisville north of Dallas, Denver International Airport (DIA) and Interstate 70/Glenwood Canyon in Colorado.

Innovative engineering solutions for the SH 130 Project

  • Design of a stabilized subgrade material as part of the TxDOT pavement structural section
  • Design of the pavement structure with laboratory measured Resilient Modulus values for the subgrade soils
  • Design of pavement structures on highly expansive soils using chemical stabilization, moisture stabilization, and removal and replacement techniques
  • Development and evaluation of a field screening protocol for soluble sulfates by team member Dr. Dallas Little
  • Analysis and development of remediation recommendations for compaction and settlement of 30-feet deep quarry spoil piles to support roadway embankment


 

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Municipal

Cheyenne Mountain Zoo

Giraffe Exhibit

Colorado Springs, Colorado

CTL | Thompson provided a Soils and Foundation Investigation and full-service Soils and Materials Testing services for the new Giraffe Exhibit at the Cheyenne Mountain Zoo in Colorado Springs, Colorado. The construction included a three-level “holding building” that is buried about halfway into the hillside and daylights to the east. Elevated walkways were constructed to access the holding building from an entry plaza to the south near the existing main entrance to the zoo. A view tower and restroom building were constructed in the northwest corner of the exhibit which are also recessed into the hillside at least one level. Walls retaining up to 15 feet of earth were constructed along the western side of the exhibit.

Subsurface exploration revealed the presence of up to about 27 feet of granular fill overlying erratic combinations of sand, gravel, silt and clay containing cobbles and boulders. Sedimentary claystone bedrock was found at the north end of the site at a depth of 38 feet beneath the ground surface. No free groundwater was encountered at the time of drilling. CTL | Thompson identified the risk of detrimental differential movement for the facility if constructed on conventional spread footings on the existing fill.

Recommendations were provided for removal and reconstruction of a zone of fill beneath the structures or construction of the buildings on deep foundations bearing below the fill.


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Office

TAXI Development

River North District, Denver, Colorado

“TAXI! New Workplace” is a group of creative offices and studios located in the former Denver Yellow Cab building on the South Platte River, just north of Downtown in the emerging “River North” area. CTL | Thompson performed design-level geotechnical investigation. The project site has been used as a Yellow Taxi garage, maintenance and dispatch center, and before that, a concrete batch plant. The site is on the South Platte River, and was first used as a gravel pit and then a municipal solid waste landfill until the 1950's.

The project consisted of two to three story multi-use buildings with surface parking. The project issues were the removal and relocation of landfill materials, and re-use of existing concrete pavement as a crushed aggregate resource for the new construction. The developer, Zeppelin Development, wanted to bring affordable, attractive, modern, and stimulating work spaces. Currently, the successful TAXI New Workplace concept is being expanded on the remaining nine-acre property with the development of additional business and residential uses.



 

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Mixed-Use

Vallagio Inverness

Transportation Oriented Development (TOD)

Denver, Colorado

Located next to the Inverness Golf Course, Vallagio is a new TOD featuring a central retail center, dedicated light rail station with pedestrian bridge, public art, various pedestrian pathways, and open space that include outdoor fire pits.

Offering 950 to 3000+ square feet of living space, Vallagio’s homes include Golf Villas, Row Townhomes, Condominiums, and Loft Residences. Metropolitan Homes is the residential developer with Meeks and Partners serving as the commercial/mixed-use architect. Vallagio Inverness is considered Colorado’s largest transit oriented community. Construction started on this project in the Fall of 2005. CTL | Thompson provided the Soils and Foundation Investigation and is currently providing Construction Observation and Materials Testing for the first phase of the project which includes 48 new condominiums.

TOD development is a recent “buzz word” in the construction community in the last several years. It is compact, mixed-use development located within new or existing public transportation infrastructure. Denver’s existing Light Rail line and FasTracks projects are sparking several development projects throughout the area. TOD development is considered to bring sizable projects to the construction industry within the next several years. Denver’s Regional Transportation District (RTD) is ranked the 16th largest Transit Agency based on unlinked passenger trips; RTD provides approximately 785,843,000 unlinked passenger trips per year.* TOD development is considered to have several benefits including greater mobility with ease of moving around; increased transit ridership and decreased driving and congestion; reduced car accidents and injuries; reduced household spending on transportation, resulting in more affordable housing; healthier lifestyle with more walking, and less stress; higher, more stable property values; increased foot traffic and customers for area businesses; and reduced pollution.




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Retail

Villa Italia (Bel Mar) Shopping Mall

Lakewood, Colorado

CTL | Thompson played a key role in characterizing the Bel Mar Plaza site. Our Phase I Environmental Site Assessment (ESA) identified potential environmental concerns through the use of historical city directories. The concerns included on site automobile maintenance facilities, underground storage tank releases, and two dry cleaners. Bel Mar, which opened in 1966 as the Villa Italia Mall, represented a major Brownfield project due to its historic use. Our Phase II ESA included the installation of 15 monitoring wells in an effort to define the extent of hydrocarbon and PCE and TCE solvent contamination beneath this Brownfield site. Continuum Partners, the developer, eventually received the largest loan ever awarded from the Colorado Brownfield’s Revolving Loan Fund, and has redeveloped Bel Mar into a model for urban renewal.

Bel Mar now serves as a City Center for the City of Lakewood. This mixed-use redevelopment makes use of recycled building materials, green building technology, and existing and recycled landscape vegetation including mature trees.




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Residential

Alexan Prospect

Central Platte Valley, Colorado

Alexan Prospect is a planned 6.78-acre community of five-story buildings with up to 400 apartment units. The development site is located in the Central Platte Valley, a 120-acre area west of the Denver central business district that is being transformed into a mixed-use, urban neighborhood with a variety of housing options, more than 90 acres of parks along the South Platte River, and 3 million square feet of offices, shops, restaurants, and hotels.

CTL | Thompson was hired to provide engineering services for this $95 million apartment project that would come to include the installation of over 1,000 helical piers.
CTL | Thompson is currently providing helical pier design, helical pier installation shop drawings, observation and reporting of load tests, and helical pier installation quality assurance observation.

Pier installation began on December 17th, 2008.



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Energy

Peetz Wind Farm
267 Wind Turbine Generators
Northeast Coloradoame

CTL | Thompson provided services for 267 wind generator turbines, four electrical substations, and maintenance facilities in Northeast Colorado. Each turbine consisted of an approximately 260-foot tall tower with a 15-foot diameter base weighing approximately 250 tons.

Project included:

  • A geotechnical investigation and construction materials testing services
  • Exploratory borings at each of the 267 tower locations, and additional borings at the substations and maintenance facility
  • Soil resistivity tests at 28 locations and seismic refraction studies at 80 locations
  • A geotechnical report with foundation recommendations for the wind turbine generators, electrical substations, and operation and maintenance building
  • Construction observations and materials testing

An offsite office was setup with materials testing equipment including a concrete compression machine, concrete cure tanks, and nuclear density gauges. Three technicians were provided on a full-time basis.

Providing a full-time staff of field technicians on-site is crucial to keeping the project on schedule and avoiding costly delays. The specific construction observations that our field representatives are performing on the wind turbine projects include: excavation observations, compaction testing, reinforcing steel observations, concrete testing, aggregate testing, and concrete batch inspections.




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Water Resources

Crow Lane Dam and Reservoir

Pinewood Springs, Colorado

CTL | Thompson conducted a design level Geologic and Geotechnical Investigation for the Crow Lane Dam and Reservoir located in Pinewood Springs, Colorado. The dam has a maximum section of 35 feet and is a zoned dam with an impervious core and grout curtain keyed into bedrock. The dam classified as a small, high hazard Class-1 dam. The reservoir behind the dam will be filled by pumping water from a diversion structure on the Little Thompson River located over a mile away.

An investigation was conducted to identify the local geology, geologic hazards and constraints, and geotechnical engineering issues that would be critical in the design of the dam. A subsurface investigation characterized the soils and bedrock in the area of the dam foundation as well as the availability of borrow materials for constructing the dam. CTL | Thompson conducted in-situ permeability testing to better characterize the soils and bedrock materials for potential underseepage and bank storage. An additional investigation was conducted offsite to determine an additional borrow source for the clay core of the dam.

The final design level report included:

  • Site geology and seismicity
  • Geologic hazards and constraints
  • Foundation soils and bedrock with respect to liquefaction
  • Dam stability analysis under varying conditions
  • Underseepage and recommendations for a grout curtain
  • Recommendations for a spillway and outlet works

In addition, CTL | Thompson was retained to conduct construction quality assurance observations during construction of the dam.





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Utilities

NUCLA-SUNSHINE 115KV TRANSMISSION LINE & McBRYDE 345KV Line

Montrose & San Miguel Counties, Colorado

Power transmission system installation can be quite difficult in portions of Colorado.  This can be simply due to remoteness or to mountainous terrain. The Fort Collins Geotechnical Department encountered both of these challenges while conducting a recent investigation on two new power transmission line towers.

CTL | Thompson was hired by Electrical Systems Consultants (ESC) to provide foundation recommendations for the towers. The first was a 115kV power line starting at the Nucla Substation and ending southwest of Telluride at the Sunshine substation. The next was a 345kV power transmission line extending from 2 miles southwest of Meeker and ending at the Meeker Gas Plant west of County Road 5.

Field testing was complicated with tower sites so remote, directions to each were not adequate and a tour of the sites with the client representative was necessary. Contending with municipal right-of-way and personal property access was a significant issue. The transmission lines were so long, and covered so many different properties, considerable coordination between our staff and the client was necessary to secure access to all the locations. Once onsite, the crews had to deal with mountainous conditions, bottomless mud from rains, and insects. Impending hunting season set a rigid completion date for drilling efforts. Long days, communication, and diligence proved essential to complete the drilling on time.

The investigations identified overburden materials in alluvial settings, very shallow bedrock on plateaus and along ridges, as well as several very large landslides at sites near Telluride. Due to the great distances between borings, published geologic maps and experience with the local geology were used to anticipate possible constraints and hazards that may affect the project. Although foundation design was not a portion of our services, we were able to provide guidance to our client on foundation selection as well as methods to design and construct the towers to accommodate the hazards and conditions identified along the planned transmission line.