�ݺ�ߣshows by User: PostTensioningInstitute

�ݺ�ߣshows by User: PostTensioningInstitute / http://www.slideshare.net/images/logo.gif �ݺ�ߣshows by User: PostTensioningInstitute / Fri, 04 Mar 2016 21:08:26 GMT �ݺ�ߣShare feed for �ݺ�ߣshows by User: PostTensioningInstitute Sky View Parc /slideshow/sky-view-parc/59092778 skyviewparc-160304210826
2015 PTI Project Award Winner ]]>
2015 PTI Project Award Winner ]]> Fri, 04 Mar 2016 21:08:26 GMT /slideshow/sky-view-parc/59092778 PostTensioningInstitute@slideshare.net(PostTensioningInstitute) Sky View Parc PostTensioningInstitute 2015 PTI Project Award Winner <img style="border:1px solid #C3E6D8;float:right;" alt="" src="https://cdn.slidesharecdn.com/ss_thumbnails/skyviewparc-160304210826-thumbnail.jpg?width=120&height=120&fit=bounds" /> 2015 PTI Project Award Winner

Sky View Parc from PostTensioningInstitute

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0 Glacier Skywalk /slideshow/glacier-skywalk/59092661 glacierskywalk-160304210354
The structure rests 280m above the Sunwapta Valley and is cantilevered 35m over the cliff edge. The 30m parabolic walkway has glass flooring and side rails to provide the most unobstructed views of the valley. Trapezoidal steel box girders with rock anchor tie-downs are located on the foundations to support the massive cantilever. ]]>
The structure rests 280m above the Sunwapta Valley and is cantilevered 35m over the cliff edge. The 30m parabolic walkway has glass flooring and side rails to provide the most unobstructed views of the valley. Trapezoidal steel box girders with rock anchor tie-downs are located on the foundations to support the massive cantilever. ]]> Fri, 04 Mar 2016 21:03:54 GMT /slideshow/glacier-skywalk/59092661 PostTensioningInstitute@slideshare.net(PostTensioningInstitute) Glacier Skywalk PostTensioningInstitute The structure rests 280m above the Sunwapta Valley and is cantilevered 35m over the cliff edge. The 30m parabolic walkway has glass flooring and side rails to provide the most unobstructed views of the valley. Trapezoidal steel box girders with rock anchor tie-downs are located on the foundations to support the massive cantilever. <img style="border:1px solid #C3E6D8;float:right;" alt="" src="https://cdn.slidesharecdn.com/ss_thumbnails/glacierskywalk-160304210354-thumbnail.jpg?width=120&height=120&fit=bounds" /> The structure rests 280m above the Sunwapta Valley and is cantilevered 35m over the cliff edge. The 30m parabolic walkway has glass flooring and side rails to provide the most unobstructed views of the valley. Trapezoidal steel box girders with rock anchor tie-downs are located on the foundations to support the massive cantilever.

Glacier Skywalk from PostTensioningInstitute

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0 Fallingwater Residence /slideshow/fallingwater-residence/59092503 fallingwater-160304205750
Built in 1937, the Fallingwater Residence stands to this day as one of the greatest architectural achievements of Frank Lloyd Wright. Over time, the structure has endured a number of structural issues, which included cracking and deflection at the cantilever terraces. To ensure its historic value, contractors used post-tensioning systems to rehab a portion of the deteriorating elements. Post-tensioning allowed for hidden repairs in the floor cavity between the girders, making rehabilitation virtually invisible from many viewpoints. With repairs completed in 2002, the post-tensioned systems used proved to be a durable solution for the Fallingwater residence.]]>
Built in 1937, the Fallingwater Residence stands to this day as one of the greatest architectural achievements of Frank Lloyd Wright. Over time, the structure has endured a number of structural issues, which included cracking and deflection at the cantilever terraces. To ensure its historic value, contractors used post-tensioning systems to rehab a portion of the deteriorating elements. Post-tensioning allowed for hidden repairs in the floor cavity between the girders, making rehabilitation virtually invisible from many viewpoints. With repairs completed in 2002, the post-tensioned systems used proved to be a durable solution for the Fallingwater residence.]]> Fri, 04 Mar 2016 20:57:50 GMT /slideshow/fallingwater-residence/59092503 PostTensioningInstitute@slideshare.net(PostTensioningInstitute) Fallingwater Residence PostTensioningInstitute Built in 1937, the Fallingwater Residence stands to this day as one of the greatest architectural achievements of Frank Lloyd Wright. Over time, the structure has endured a number of structural issues, which included cracking and deflection at the cantilever terraces. To ensure its historic value, contractors used post-tensioning systems to rehab a portion of the deteriorating elements. Post-tensioning allowed for hidden repairs in the floor cavity between the girders, making rehabilitation virtually invisible from many viewpoints. With repairs completed in 2002, the post-tensioned systems used proved to be a durable solution for the Fallingwater residence. <img style="border:1px solid #C3E6D8;float:right;" alt="" src="https://cdn.slidesharecdn.com/ss_thumbnails/fallingwater-160304205750-thumbnail.jpg?width=120&height=120&fit=bounds" /> Built in 1937, the Fallingwater Residence stands to this day as one of the greatest architectural achievements of Frank Lloyd Wright. Over time, the structure has endured a number of structural issues, which included cracking and deflection at the cantilever terraces. To ensure its historic value, contractors used post-tensioning systems to rehab a portion of the deteriorating elements. Post-tensioning allowed for hidden repairs in the floor cavity between the girders, making rehabilitation virtually invisible from many viewpoints. With repairs completed in 2002, the post-tensioned systems used proved to be a durable solution for the Fallingwater residence.

Fallingwater Residence from PostTensioningInstitute

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0 McKinney Place Garage /slideshow/mckinney-place-garage/59091836 mckinneygarage-160304204006
Towering at 13-and-half-stories, the McKinney Place Garage in Houston, Texas, provides 1,214 parking spaces. The $15.8 million structure spans 449,143-square-feet and was encapsulated entirely at 50 mils, using $462,000 of post-tensioned concrete. ]]>
Towering at 13-and-half-stories, the McKinney Place Garage in Houston, Texas, provides 1,214 parking spaces. The $15.8 million structure spans 449,143-square-feet and was encapsulated entirely at 50 mils, using $462,000 of post-tensioned concrete. ]]> Fri, 04 Mar 2016 20:40:06 GMT /slideshow/mckinney-place-garage/59091836 PostTensioningInstitute@slideshare.net(PostTensioningInstitute) McKinney Place Garage PostTensioningInstitute Towering at 13-and-half-stories, the McKinney Place Garage in Houston, Texas, provides 1,214 parking spaces. The $15.8 million structure spans 449,143-square-feet and was encapsulated entirely at 50 mils, using $462,000 of post-tensioned concrete. <img style="border:1px solid #C3E6D8;float:right;" alt="" src="https://cdn.slidesharecdn.com/ss_thumbnails/mckinneygarage-160304204006-thumbnail.jpg?width=120&height=120&fit=bounds" /> Towering at 13-and-half-stories, the McKinney Place Garage in Houston, Texas, provides 1,214 parking spaces. The $15.8 million structure spans 449,143-square-feet and was encapsulated entirely at 50 mils, using $462,000 of post-tensioned concrete.

McKinney Place Garage from PostTensioningInstitute

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0 Edward Rice House /slideshow/edward-rice-house/59091342 edwardricehouse-160304202413
After more than 40 years, the California home of post-tensioning pioneer Edward K. Rice, PE, FACI, stands as a testament to the durability of post-tensioning used with shrinkage-compensating Type K cement.]]>
After more than 40 years, the California home of post-tensioning pioneer Edward K. Rice, PE, FACI, stands as a testament to the durability of post-tensioning used with shrinkage-compensating Type K cement.]]> Fri, 04 Mar 2016 20:24:13 GMT /slideshow/edward-rice-house/59091342 PostTensioningInstitute@slideshare.net(PostTensioningInstitute) Edward Rice House PostTensioningInstitute After more than 40 years, the California home of post-tensioning pioneer Edward K. Rice, PE, FACI, stands as a testament to the durability of post-tensioning used with shrinkage-compensating Type K cement. <img style="border:1px solid #C3E6D8;float:right;" alt="" src="https://cdn.slidesharecdn.com/ss_thumbnails/edwardricehouse-160304202413-thumbnail.jpg?width=120&height=120&fit=bounds" /> After more than 40 years, the California home of post-tensioning pioneer Edward K. Rice, PE, FACI, stands as a testament to the durability of post-tensioning used with shrinkage-compensating Type K cement.

Edward Rice House from PostTensioningInstitute

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0 San-Francisco-Oakland Bay Bridge New East Span: Skyway /slideshow/sanfranciscooakland-bay-bridge-new-east-span-skyway/59090874 neweastspan-160304200836
Our winning project from the Post-Tensioning Institute Project Awards.]]>
Our winning project from the Post-Tensioning Institute Project Awards.]]> Fri, 04 Mar 2016 20:08:36 GMT /slideshow/sanfranciscooakland-bay-bridge-new-east-span-skyway/59090874 PostTensioningInstitute@slideshare.net(PostTensioningInstitute) San-Francisco-Oakland Bay Bridge New East Span: Skyway PostTensioningInstitute Our winning project from the Post-Tensioning Institute Project Awards. <img style="border:1px solid #C3E6D8;float:right;" alt="" src="https://cdn.slidesharecdn.com/ss_thumbnails/neweastspan-160304200836-thumbnail.jpg?width=120&height=120&fit=bounds" /> Our winning project from the Post-Tensioning Institute Project Awards.

San-Francisco-Oakland Bay Bridge New East Span: Skyway from PostTensioningInstitute

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0 The Memorial Wall at Ground Zero /slideshow/memorial-37509671/37509671 memorial-140730135854-phpapp01
Post-Tensioning Case Study - Rock and Soil Anchors 2013 Award of Merit: The Memorial Wall at Ground Zero Location: New York, NY Submitted by: DYWIDAG-Systems International USA, Inc. Owner: World Trade Center Memorial Foundation, USA Architect(s): Handel Architects LLP, Davis Brody Bond, LLP Engineer(s): Mueser Rutledge Consulting Engineers Contractor: E.E. Cruz/ Nicholson Constrcution Company, JV. PT Supplier: DYWIDAG-Systems International USA, Inc. ]]>
Post-Tensioning Case Study - Rock and Soil Anchors 2013 Award of Merit: The Memorial Wall at Ground Zero Location: New York, NY Submitted by: DYWIDAG-Systems International USA, Inc. Owner: World Trade Center Memorial Foundation, USA Architect(s): Handel Architects LLP, Davis Brody Bond, LLP Engineer(s): Mueser Rutledge Consulting Engineers Contractor: E.E. Cruz/ Nicholson Constrcution Company, JV. PT Supplier: DYWIDAG-Systems International USA, Inc. ]]> Wed, 30 Jul 2014 13:58:54 GMT /slideshow/memorial-37509671/37509671 PostTensioningInstitute@slideshare.net(PostTensioningInstitute) The Memorial Wall at Ground Zero PostTensioningInstitute Post-Tensioning Case Study - Rock and Soil Anchors 2013 Award of Merit: The Memorial Wall at Ground Zero Location: New York, NY Submitted by: DYWIDAG-Systems International USA, Inc. Owner: World Trade Center Memorial Foundation, USA Architect(s): Handel Architects LLP, Davis Brody Bond, LLP Engineer(s): Mueser Rutledge Consulting Engineers Contractor: E.E. Cruz/ Nicholson Constrcution Company, JV. PT Supplier: DYWIDAG-Systems International USA, Inc. <img style="border:1px solid #C3E6D8;float:right;" alt="" src="https://cdn.slidesharecdn.com/ss_thumbnails/memorial-140730135854-phpapp01-thumbnail.jpg?width=120&height=120&fit=bounds" /> Post-Tensioning Case Study - Rock and Soil Anchors 2013 Award of Merit: The Memorial Wall at Ground Zero Location: New York, NY Submitted by: DYWIDAG-Systems International USA, Inc. Owner: World Trade Center Memorial Foundation, USA Architect(s): Handel Architects LLP, Davis Brody Bond, LLP Engineer(s): Mueser Rutledge Consulting Engineers Contractor: E.E. Cruz/ Nicholson Constrcution Company, JV. PT Supplier: DYWIDAG-Systems International USA, Inc.

The Memorial Wall at Ground Zero from PostTensioningInstitute

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0 Emergency Vehicle Operator Course (EVOC) /slideshow/evoc/37509594 evoc-140730135703-phpapp02
Post-Tensioning Case Study - Slab-on-Ground 2013 Award of Excellence: Emergency Vehicle Operator Course (EVOC) Location: Camp Ripley at Little Falls, MN Submitted by: AMSYSCO, Inc. Owner: U.S. Army Architect(s): URS Engineer(s): URS Contractor: Donlar Construction PT Supplier: AMSYSCO, Inc. Other Contributors: Pawan Gupta; High Strength Cement- Ed Rice, CTS Cement]]>
Post-Tensioning Case Study - Slab-on-Ground 2013 Award of Excellence: Emergency Vehicle Operator Course (EVOC) Location: Camp Ripley at Little Falls, MN Submitted by: AMSYSCO, Inc. Owner: U.S. Army Architect(s): URS Engineer(s): URS Contractor: Donlar Construction PT Supplier: AMSYSCO, Inc. Other Contributors: Pawan Gupta; High Strength Cement- Ed Rice, CTS Cement]]> Wed, 30 Jul 2014 13:57:03 GMT /slideshow/evoc/37509594 PostTensioningInstitute@slideshare.net(PostTensioningInstitute) Emergency Vehicle Operator Course (EVOC) PostTensioningInstitute Post-Tensioning Case Study - Slab-on-Ground 2013 Award of Excellence: Emergency Vehicle Operator Course (EVOC) Location: Camp Ripley at Little Falls, MN Submitted by: AMSYSCO, Inc. Owner: U.S. Army Architect(s): URS Engineer(s): URS Contractor: Donlar Construction PT Supplier: AMSYSCO, Inc. Other Contributors: Pawan Gupta; High Strength Cement- Ed Rice, CTS Cement <img style="border:1px solid #C3E6D8;float:right;" alt="" src="https://cdn.slidesharecdn.com/ss_thumbnails/evoc-140730135703-phpapp02-thumbnail.jpg?width=120&height=120&fit=bounds" /> Post-Tensioning Case Study - Slab-on-Ground 2013 Award of Excellence: Emergency Vehicle Operator Course (EVOC) Location: Camp Ripley at Little Falls, MN Submitted by: AMSYSCO, Inc. Owner: U.S. Army Architect(s): URS Engineer(s): URS Contractor: Donlar Construction PT Supplier: AMSYSCO, Inc. Other Contributors: Pawan Gupta; High Strength Cement- Ed Rice, CTS Cement

Emergency Vehicle Operator Course (EVOC) from PostTensioningInstitute

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0 Raleigh Durham International Airport – PG-1 Structural Modifications /slideshow/raleigh-durham/37508580 raleighdurham-140730132449-phpapp01
Post-Tensioning Case Study - Repair, Rehabilitation, and Strengthening 2013 Award of Excellence: Raleigh Durham International Airport – PG-1 Structural Modifications Location: RDU Airport, North Carolina Submitted by: Walker Parking Consultants/Walker Restoration Consultants Owner: Raleigh Durham Airport Authority Architect(s): Walker Parking Consultants/Walker Restoration Consultants Engineer(s): Walker Parking Consultants/Walker Restoration Consultants Contractor: Archer Western Contractors PT Supplier: DYWIDAG-Systems International, Inc. ]]>
Post-Tensioning Case Study - Repair, Rehabilitation, and Strengthening 2013 Award of Excellence: Raleigh Durham International Airport – PG-1 Structural Modifications Location: RDU Airport, North Carolina Submitted by: Walker Parking Consultants/Walker Restoration Consultants Owner: Raleigh Durham Airport Authority Architect(s): Walker Parking Consultants/Walker Restoration Consultants Engineer(s): Walker Parking Consultants/Walker Restoration Consultants Contractor: Archer Western Contractors PT Supplier: DYWIDAG-Systems International, Inc. ]]> Wed, 30 Jul 2014 13:24:49 GMT /slideshow/raleigh-durham/37508580 PostTensioningInstitute@slideshare.net(PostTensioningInstitute) Raleigh Durham International Airport – PG-1 Structural Modifications PostTensioningInstitute Post-Tensioning Case Study - Repair, Rehabilitation, and Strengthening 2013 Award of Excellence: Raleigh Durham International Airport – PG-1 Structural Modifications Location: RDU Airport, North Carolina Submitted by: Walker Parking Consultants/Walker Restoration Consultants Owner: Raleigh Durham Airport Authority Architect(s): Walker Parking Consultants/Walker Restoration Consultants Engineer(s): Walker Parking Consultants/Walker Restoration Consultants Contractor: Archer Western Contractors PT Supplier: DYWIDAG-Systems International, Inc. <img style="border:1px solid #C3E6D8;float:right;" alt="" src="https://cdn.slidesharecdn.com/ss_thumbnails/raleighdurham-140730132449-phpapp01-thumbnail.jpg?width=120&height=120&fit=bounds" /> Post-Tensioning Case Study - Repair, Rehabilitation, and Strengthening 2013 Award of Excellence: Raleigh Durham International Airport – PG-1 Structural Modifications Location: RDU Airport, North Carolina Submitted by: Walker Parking Consultants/Walker Restoration Consultants Owner: Raleigh Durham Airport Authority Architect(s): Walker Parking Consultants/Walker Restoration Consultants Engineer(s): Walker Parking Consultants/Walker Restoration Consultants Contractor: Archer Western Contractors PT Supplier: DYWIDAG-Systems International, Inc.

Raleigh Durham International Airport – PG-1 Structural Modifications from PostTensioningInstitute

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0 Reinforcement of Driscoll Bridge /PostTensioningInstitute/driscoll driscoll-140730132447-phpapp01
Post-Tensioning Case Study - Repair, Rehabilitation, and Strengthening 2013 Award of Merit: Reinforcement of Driscoll Bridge Location: Over Raritan River, Keasbey, NJ Submitted by: DYWIDAG Systems International USA, Inc. (DSI) Owner: New Jersey Highway Authority, NJ, USA Architect(s): Engineer(s): URS-Greiner JV, and the DSI engineering staff Contractor: Conti Enterprises, South Plainfield, NJ, USA PT Supplier: DYWIDAG Systems International USA, Inc. (DSI)]]>
Post-Tensioning Case Study - Repair, Rehabilitation, and Strengthening 2013 Award of Merit: Reinforcement of Driscoll Bridge Location: Over Raritan River, Keasbey, NJ Submitted by: DYWIDAG Systems International USA, Inc. (DSI) Owner: New Jersey Highway Authority, NJ, USA Architect(s): Engineer(s): URS-Greiner JV, and the DSI engineering staff Contractor: Conti Enterprises, South Plainfield, NJ, USA PT Supplier: DYWIDAG Systems International USA, Inc. (DSI)]]> Wed, 30 Jul 2014 13:24:47 GMT /PostTensioningInstitute/driscoll PostTensioningInstitute@slideshare.net(PostTensioningInstitute) Reinforcement of Driscoll Bridge PostTensioningInstitute Post-Tensioning Case Study - Repair, Rehabilitation, and Strengthening 2013 Award of Merit: Reinforcement of Driscoll Bridge Location: Over Raritan River, Keasbey, NJ Submitted by: DYWIDAG Systems International USA, Inc. (DSI) Owner: New Jersey Highway Authority, NJ, USA Architect(s): Engineer(s): URS-Greiner JV, and the DSI engineering staff Contractor: Conti Enterprises, South Plainfield, NJ, USA PT Supplier: DYWIDAG Systems International USA, Inc. (DSI) <img style="border:1px solid #C3E6D8;float:right;" alt="" src="https://cdn.slidesharecdn.com/ss_thumbnails/driscoll-140730132447-phpapp01-thumbnail.jpg?width=120&height=120&fit=bounds" /> Post-Tensioning Case Study - Repair, Rehabilitation, and Strengthening 2013 Award of Merit: Reinforcement of Driscoll Bridge Location: Over Raritan River, Keasbey, NJ Submitted by: DYWIDAG Systems International USA, Inc. (DSI) Owner: New Jersey Highway Authority, NJ, USA Architect(s): Engineer(s): URS-Greiner JV, and the DSI engineering staff Contractor: Conti Enterprises, South Plainfield, NJ, USA PT Supplier: DYWIDAG Systems International USA, Inc. (DSI)

Reinforcement of Driscoll Bridge from PostTensioningInstitute

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0 Rehabilitation of a Parking Garage in Downtown Milwaukee, WI /slideshow/wi-37508577/37508577 wi-140730132446-phpapp02
Post-Tensioning Case Study - Repair, Rehabilitation, and Strengthening 2013 Award of Merit: Rehabilitation of a Parking Garage in Downtown Milwaukee, W Location: Milwaukee, WI Submitted by: Wiss, Janney, Elstner Associates, Inc. Owner: Northwestern Mutual Engineer(s): Wiss, Janney, Elstner Associates, Inc. Contractor: General Contractor- Structurewerks; PT Subcontractor- STRUCTURAL PT Supplier: VSL]]>
Post-Tensioning Case Study - Repair, Rehabilitation, and Strengthening 2013 Award of Merit: Rehabilitation of a Parking Garage in Downtown Milwaukee, W Location: Milwaukee, WI Submitted by: Wiss, Janney, Elstner Associates, Inc. Owner: Northwestern Mutual Engineer(s): Wiss, Janney, Elstner Associates, Inc. Contractor: General Contractor- Structurewerks; PT Subcontractor- STRUCTURAL PT Supplier: VSL]]> Wed, 30 Jul 2014 13:24:46 GMT /slideshow/wi-37508577/37508577 PostTensioningInstitute@slideshare.net(PostTensioningInstitute) Rehabilitation of a Parking Garage in Downtown Milwaukee, WI PostTensioningInstitute Post-Tensioning Case Study - Repair, Rehabilitation, and Strengthening 2013 Award of Merit: Rehabilitation of a Parking Garage in Downtown Milwaukee, W Location: Milwaukee, WI Submitted by: Wiss, Janney, Elstner Associates, Inc. Owner: Northwestern Mutual Engineer(s): Wiss, Janney, Elstner Associates, Inc. Contractor: General Contractor- Structurewerks; PT Subcontractor- STRUCTURAL PT Supplier: VSL <img style="border:1px solid #C3E6D8;float:right;" alt="" src="https://cdn.slidesharecdn.com/ss_thumbnails/wi-140730132446-phpapp02-thumbnail.jpg?width=120&height=120&fit=bounds" /> Post-Tensioning Case Study - Repair, Rehabilitation, and Strengthening 2013 Award of Merit: Rehabilitation of a Parking Garage in Downtown Milwaukee, W Location: Milwaukee, WI Submitted by: Wiss, Janney, Elstner Associates, Inc. Owner: Northwestern Mutual Engineer(s): Wiss, Janney, Elstner Associates, Inc. Contractor: General Contractor- Structurewerks; PT Subcontractor- STRUCTURAL PT Supplier: VSL

Rehabilitation of a Parking Garage in Downtown Milwaukee, WI from PostTensioningInstitute

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0 Joint Traffic Management Center Parking Structure /slideshow/jtmc/37508398 jtmc-140730131918-phpapp02
Post-Tensioning Case Study - Parking Structures 2013 Award of Excellence: Joint Traffic Management Center Parking Structure Location: Honolulu, Hawaii Submitted by: Baldridge & Associates Structural Engineering (BASE) Owner: City & County of Honolulu, Department of Transportation Services Architect(s): Anbe, Aruga & Ishizu, Architects, Inc. Engineer(s): Baldridge & Associates Structural Engineering, Inc. (BASE) Contractor: Hawaiian Dredging Construction Company, Inc. PT Supplier: CMC Cable (Supplier) Other Contributors: Associated Steel Workers (PT Installer)]]>
Post-Tensioning Case Study - Parking Structures 2013 Award of Excellence: Joint Traffic Management Center Parking Structure Location: Honolulu, Hawaii Submitted by: Baldridge & Associates Structural Engineering (BASE) Owner: City & County of Honolulu, Department of Transportation Services Architect(s): Anbe, Aruga & Ishizu, Architects, Inc. Engineer(s): Baldridge & Associates Structural Engineering, Inc. (BASE) Contractor: Hawaiian Dredging Construction Company, Inc. PT Supplier: CMC Cable (Supplier) Other Contributors: Associated Steel Workers (PT Installer)]]> Wed, 30 Jul 2014 13:19:17 GMT /slideshow/jtmc/37508398 PostTensioningInstitute@slideshare.net(PostTensioningInstitute) Joint Traffic Management Center Parking Structure PostTensioningInstitute Post-Tensioning Case Study - Parking Structures 2013 Award of Excellence: Joint Traffic Management Center Parking Structure Location: Honolulu, Hawaii Submitted by: Baldridge & Associates Structural Engineering (BASE) Owner: City & County of Honolulu, Department of Transportation Services Architect(s): Anbe, Aruga & Ishizu, Architects, Inc. Engineer(s): Baldridge & Associates Structural Engineering, Inc. (BASE) Contractor: Hawaiian Dredging Construction Company, Inc. PT Supplier: CMC Cable (Supplier) Other Contributors: Associated Steel Workers (PT Installer) <img style="border:1px solid #C3E6D8;float:right;" alt="" src="https://cdn.slidesharecdn.com/ss_thumbnails/jtmc-140730131918-phpapp02-thumbnail.jpg?width=120&height=120&fit=bounds" /> Post-Tensioning Case Study - Parking Structures 2013 Award of Excellence: Joint Traffic Management Center Parking Structure Location: Honolulu, Hawaii Submitted by: Baldridge & Associates Structural Engineering (BASE) Owner: City & County of Honolulu, Department of Transportation Services Architect(s): Anbe, Aruga & Ishizu, Architects, Inc. Engineer(s): Baldridge & Associates Structural Engineering, Inc. (BASE) Contractor: Hawaiian Dredging Construction Company, Inc. PT Supplier: CMC Cable (Supplier) Other Contributors: Associated Steel Workers (PT Installer)

Joint Traffic Management Center Parking Structure from PostTensioningInstitute

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0 Green Screen Parking Structure /slideshow/the-green-screen-parking-structure/37508396 thegreenscreenparkingstructure-140730131916-phpapp01
Post-Tensioning Case Study - Parking Structures 2013 Award of Merit: Green Screen Parking Structure Location: Columbus, Indiana Submitted by: American Structurepoint, Inc. Owner: Corporation Name Withheld by Request, Columbus, Indiana Architect(s): American Structurepoint, Inc. and KRJDA (Kevin Roche John Dinkeloo Architects) Engineer(s): American Structurepoint, Inc. Contractor: F.A. Wilhelm Construction Co., Inc. PT Supplier: AMSYSCO, Inc. Other Contributors: GSky Plant Systems, Inc. ]]>
Post-Tensioning Case Study - Parking Structures 2013 Award of Merit: Green Screen Parking Structure Location: Columbus, Indiana Submitted by: American Structurepoint, Inc. Owner: Corporation Name Withheld by Request, Columbus, Indiana Architect(s): American Structurepoint, Inc. and KRJDA (Kevin Roche John Dinkeloo Architects) Engineer(s): American Structurepoint, Inc. Contractor: F.A. Wilhelm Construction Co., Inc. PT Supplier: AMSYSCO, Inc. Other Contributors: GSky Plant Systems, Inc. ]]> Wed, 30 Jul 2014 13:19:16 GMT /slideshow/the-green-screen-parking-structure/37508396 PostTensioningInstitute@slideshare.net(PostTensioningInstitute) Green Screen Parking Structure PostTensioningInstitute Post-Tensioning Case Study - Parking Structures 2013 Award of Merit: Green Screen Parking Structure Location: Columbus, Indiana Submitted by: American Structurepoint, Inc. Owner: Corporation Name Withheld by Request, Columbus, Indiana Architect(s): American Structurepoint, Inc. and KRJDA (Kevin Roche John Dinkeloo Architects) Engineer(s): American Structurepoint, Inc. Contractor: F.A. Wilhelm Construction Co., Inc. PT Supplier: AMSYSCO, Inc. Other Contributors: GSky Plant Systems, Inc. <img style="border:1px solid #C3E6D8;float:right;" alt="" src="https://cdn.slidesharecdn.com/ss_thumbnails/thegreenscreenparkingstructure-140730131916-phpapp01-thumbnail.jpg?width=120&height=120&fit=bounds" /> Post-Tensioning Case Study - Parking Structures 2013 Award of Merit: Green Screen Parking Structure Location: Columbus, Indiana Submitted by: American Structurepoint, Inc. Owner: Corporation Name Withheld by Request, Columbus, Indiana Architect(s): American Structurepoint, Inc. and KRJDA (Kevin Roche John Dinkeloo Architects) Engineer(s): American Structurepoint, Inc. Contractor: F.A. Wilhelm Construction Co., Inc. PT Supplier: AMSYSCO, Inc. Other Contributors: GSky Plant Systems, Inc.

Green Screen Parking Structure from PostTensioningInstitute

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0 The Trump International Hotel & Tower /slideshow/trump-37508012/37508012 trump-140730130713-phpapp01
Post-Tensioning Case Study - Buildings]]>
Post-Tensioning Case Study - Buildings]]> Wed, 30 Jul 2014 13:07:13 GMT /slideshow/trump-37508012/37508012 PostTensioningInstitute@slideshare.net(PostTensioningInstitute) The Trump International Hotel & Tower PostTensioningInstitute Post-Tensioning Case Study - Buildings <img style="border:1px solid #C3E6D8;float:right;" alt="" src="https://cdn.slidesharecdn.com/ss_thumbnails/trump-140730130713-phpapp01-thumbnail.jpg?width=120&height=120&fit=bounds" /> Post-Tensioning Case Study - Buildings

The Trump International Hotel & Tower from PostTensioningInstitute

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0 San Francisco Public Utilities Commission Headquarters /slideshow/sfpuc/37508010 sfpuc-140730130711-phpapp01
Post-Tensioning Case Study - Buildings]]>
Post-Tensioning Case Study - Buildings]]> Wed, 30 Jul 2014 13:07:11 GMT /slideshow/sfpuc/37508010 PostTensioningInstitute@slideshare.net(PostTensioningInstitute) San Francisco Public Utilities Commission Headquarters PostTensioningInstitute Post-Tensioning Case Study - Buildings <img style="border:1px solid #C3E6D8;float:right;" alt="" src="https://cdn.slidesharecdn.com/ss_thumbnails/sfpuc-140730130711-phpapp01-thumbnail.jpg?width=120&height=120&fit=bounds" /> Post-Tensioning Case Study - Buildings

San Francisco Public Utilities Commission Headquarters from PostTensioningInstitute

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0 2201 Westlake/Enso /slideshow/2201-37508008/37508008 2201-140730130710-phpapp02
Post-Tensioning Case Study - Buildings]]>
Post-Tensioning Case Study - Buildings]]> Wed, 30 Jul 2014 13:07:09 GMT /slideshow/2201-37508008/37508008 PostTensioningInstitute@slideshare.net(PostTensioningInstitute) 2201 Westlake/Enso PostTensioningInstitute Post-Tensioning Case Study - Buildings <img style="border:1px solid #C3E6D8;float:right;" alt="" src="https://cdn.slidesharecdn.com/ss_thumbnails/2201-140730130710-phpapp02-thumbnail.jpg?width=120&height=120&fit=bounds" /> Post-Tensioning Case Study - Buildings

2201 Westlake/Enso from PostTensioningInstitute

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0 I-64 Kanawha River Bridge /slideshow/i64-kanawha-river-bridge/37474962 kanawha-140729155617-phpapp01
Case Study - I-64 Kanawha River Bridge]]>
Case Study - I-64 Kanawha River Bridge]]> Tue, 29 Jul 2014 15:56:17 GMT /slideshow/i64-kanawha-river-bridge/37474962 PostTensioningInstitute@slideshare.net(PostTensioningInstitute) I-64 Kanawha River Bridge PostTensioningInstitute Case Study - I-64 Kanawha River Bridge <img style="border:1px solid #C3E6D8;float:right;" alt="" src="https://cdn.slidesharecdn.com/ss_thumbnails/kanawha-140729155617-phpapp01-thumbnail.jpg?width=120&height=120&fit=bounds" /> Case Study - I-64 Kanawha River Bridge

I-64 Kanawha River Bridge from PostTensioningInstitute

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0 Veterans' Glass City Skyway Bridge /slideshow/veterans-glass-city-skyway-bridge/37474370 veterans-140729153453-phpapp02
Case Study - Veterans' Glass City Skyway]]>
Case Study - Veterans' Glass City Skyway]]> Tue, 29 Jul 2014 15:34:53 GMT /slideshow/veterans-glass-city-skyway-bridge/37474370 PostTensioningInstitute@slideshare.net(PostTensioningInstitute) Veterans' Glass City Skyway Bridge PostTensioningInstitute Case Study - Veterans' Glass City Skyway <img style="border:1px solid #C3E6D8;float:right;" alt="" src="https://cdn.slidesharecdn.com/ss_thumbnails/veterans-140729153453-phpapp02-thumbnail.jpg?width=120&height=120&fit=bounds" /> Case Study - Veterans' Glass City Skyway

Veterans' Glass City Skyway Bridge from PostTensioningInstitute

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0 Vidalta Bridge /slideshow/vidalta-bridge/37474327 vidalta-140729153346-phpapp01
Case Study - Vidalta Bridge]]>
Case Study - Vidalta Bridge]]> Tue, 29 Jul 2014 15:33:45 GMT /slideshow/vidalta-bridge/37474327 PostTensioningInstitute@slideshare.net(PostTensioningInstitute) Vidalta Bridge PostTensioningInstitute Case Study - Vidalta Bridge <img style="border:1px solid #C3E6D8;float:right;" alt="" src="https://cdn.slidesharecdn.com/ss_thumbnails/vidalta-140729153346-phpapp01-thumbnail.jpg?width=120&height=120&fit=bounds" /> Case Study - Vidalta Bridge

Vidalta Bridge from PostTensioningInstitute

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0 Wacker Drive Viaduct Reconstruction /slideshow/wacker-drive-viaduct/37473167 wackerdrivereconstruction-140729145756-phpapp02
Case Study - Wacker Drive Viaduct Reconstruction]]>
Case Study - Wacker Drive Viaduct Reconstruction]]> Tue, 29 Jul 2014 14:57:55 GMT /slideshow/wacker-drive-viaduct/37473167 PostTensioningInstitute@slideshare.net(PostTensioningInstitute) Wacker Drive Viaduct Reconstruction PostTensioningInstitute Case Study - Wacker Drive Viaduct Reconstruction <img style="border:1px solid #C3E6D8;float:right;" alt="" src="https://cdn.slidesharecdn.com/ss_thumbnails/wackerdrivereconstruction-140729145756-phpapp02-thumbnail.jpg?width=120&height=120&fit=bounds" /> Case Study - Wacker Drive Viaduct Reconstruction

Wacker Drive Viaduct Reconstruction from PostTensioningInstitute

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0 https://public.slidesharecdn.com/v2/images/profile-picture.png https://cdn.slidesharecdn.com/ss_thumbnails/skyviewparc-160304210826-thumbnail.jpg?width=320&height=320&fit=bounds slideshow/sky-view-parc/59092778 Sky View Parc https://cdn.slidesharecdn.com/ss_thumbnails/glacierskywalk-160304210354-thumbnail.jpg?width=320&height=320&fit=bounds slideshow/glacier-skywalk/59092661 Glacier Skywalk https://cdn.slidesharecdn.com/ss_thumbnails/fallingwater-160304205750-thumbnail.jpg?width=320&height=320&fit=bounds slideshow/fallingwater-residence/59092503 Fallingwater Residence