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STELCOR Piles at 14 Story Draper Hall in NYC – Full Case Study Coming Soon….

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This video demonstrates the installation of STELCOR Drilled-In Displacement Micropiles at Metropolitan Hospital Draper Hall in New York, NY. Posillico Inc. installed the STELCOR piles to a depth of 75’ in an average of 50 minutes per pile. The STELCOR pile’s had an ultimate compression load of 340 Kips and an ultimate tension load of 200 Kips.

Installation of production piles:
10/21/15 to 11/19/15

Roles:
A. General Contractor Procida
B. Drilling Contractor Posillico
C. Geotechincal Engineer GZA

Pile Info:
A. 14” nominal diameter
B. 75′ deep
C. 85 ton allowable compression load
D. 50 ton allowable tension load

Go HERE for more information on STELCOR.

The post STELCOR Piles at 14 Story Draper Hall in NYC – Full Case Study Coming Soon…. appeared first on Ideal Foundation Systems.


NYC – 126 STELCOR Micropiles to 75’ For a 14 Story Addition at Draper Hall

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126 STECOR 1400 piles were spec'd for the foundations of Draper Hall at the Metropolitan Hospital in Manhattan and were installed to a depth of 75'.

ZERO SPOILS REMOVED AND A FASTER INSTALL TIME IN A LIMITED ACCESS AREA WITH STELCOR

OVERVIEW:
The 14 story Draper Hall, located between Metropolitan Hospital and the East River, combines new construction with substantial rehab to an existing structure. The tower footprint was expanded to allow for double loaded corridors, 201 apartments, and a community center for the city’s underserved seniors.

vlcsnap-2016-01-15-07h32m36s925IMG_20150619_131309CHALLENGE:
The project was originally spec’d with 12 3/4” micropiles using the traditional installation method and limited access was a concern. Also, the owner needed the piles to be installed quickly in order to stay within the schedule. Furthermore, contaminated soils were present and the cost of removing spoils was a significant concern.

vlcsnap-2016-01-14-14h44m52s333vlcsnap-2016-01-14-14h53m06s843SOLUTION:
IDEAL Group worked with Posillico to offer STELCOR Drilled-In Displacement Micropiles as a cost saving alternate solution on this project. Faster install time meant the project stayed within the schedule. No spoils are created when installing STELCOR piles. This resulted in a significant cost savings. Installation in the limited access area was simplified because minimal equipment is needed to install STELCOR Drilled-In Displacement Micropiles.

OWNER:
SKA Marin
Great Neck, NY

GENERAL CONTRACTOR:
Procida Construction Corp.
Bronx, NY

INSTALLER:
Posillico Drilling, Inc.
College Point, NY

STRUCTURAL ENGINEER:
Rodney D Gibble Consulting Engineers
New York, NY

GEOTECHNICAL ENGINEER:
GZA GeoEnvironmental Inc.
New York, NY

CIVIL ENGINEER:
Yu & Associates
Elmwood Park, NJ

ARCHITECT:
Dattner Architects
New York, NY

LOADS:
85 tons compression (design load)
50 tons tension (design load)

SPECIFICATIONS:
5.5” pile shaft
.476 wall thickness 80 ksi
16” tip or drive plate
14” corrugated grout column
9” solid grout column
8” reverse auger

SOILS + EMBEDMENT DEPTH:
75’ and 6” into pile cap

TIME FRAME:
21 days – (6) 75’ piles per shift

Go HERE to see how STELCOR Drilled-In Displacement Micropiles can save you time and money on your next project.

The post NYC – 126 STELCOR Micropiles to 75’ For a 14 Story Addition at Draper Hall appeared first on Ideal Foundation Systems.

NYC – 60 STELCOR Micropiles For 5 Story Housing Units In Astoria

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Tested to 100 ton ultimate with only .300” of  movement at full design load.

Tested to 100 tons ultimate with only .300” of movement at full design load.

OVERVIEW:
A new construction 5 story residential building in Astoria NY. Helical piles were originally specified for this project.

23rd Street STELCOR Procomm (25)23rd Street STELCOR Procomm (36)

 

 

 

 

 

 

CHALLENGE:
The developer faced several challenges at this site. The biggest concern was the high water tables present. A redesign was issued and the loading changed and helical piles were rejected due to the high load restrictions placed on helical piles in the NYC metro area.

SOLUTION:
IDEAL teamed up with Rich Anastasio to offer STELCOR Drilled-In Displacement Micropiles as an alternative foundation solution. STELCOR Micropiles were a perfect fit not only from an engineering perspective, they were much more cost effective compared to alternative piles. After a 48 hour load test at full load, there was essentially ZERO MOVEMENT – .300” to be technical.  Engineers on site told the installer they had never seen a test that went that well.
23rd Street STELCOR Procomm (24)23rd Street STELCOR Procomm (7)

 

 

 

 

 

GET THE PRINT VERSION HERE

GENERAL CONTRACTOR:
GKC Industries
Port Washington, NY

INSTALLER:
Rich Anastasio/Procomm Systems
Phillipsburg, NJ

STRUCTURAL ENGINEER:
Wexler Associates
New York, NY

ARCHITECT:
PM Architecture
New York, NY

LOADS:
200 kips compression

SPECIFICATIONS:
STELCOR 1200
14” tip or drive plate
12” corrugated grout column
9” solid grout column
8” reverse auger
5.5” steel core
.361 wall thickness 80 ksi

SOILS + EMBEDMENT DEPTH:
25’

TIME FRAME:
6 days

 

GET THE PRINT VERSION HERE

The post NYC – 60 STELCOR Micropiles For 5 Story Housing Units In Astoria appeared first on Ideal Foundation Systems.

NYC – 92 STELCOR Micropiles In Difficult Soils in The Bronx

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Walton Ave STELCOR Micropiles 1

ONLY THREE TENTHS OF AN INCH NET SETTLEMENT AFTER 24 HOUR LOAD TEST AT FULL LOAD OF 200 TONS!

OVERVIEW: A 10-story residential 92-unit building is going up at 2065 Walton Avenue. 60 percent of the apartments will go to homeless veterans, with the remainder going to homeless youth between the ages of 18 and 25.

CHALLENGE: The site challenges included a high water table and rubble foundations of the neighboring buildings which were not underpinned. Boulders were encountered up to 15’. The project was originally spec’d with Drilled Shaft Case Piles which could be installed at a rate of 1.5 piles per day and were much more expensive. Furthermore, the cost of spoil removal was cost prohibitive and oil was present in the contaminated groundwater.

SOLUTION: Rich Anastasio teamed up with IDEAL to present STELCOR Drilled-In Displacement Micropiles as an alternate on this challenging site. In order to bypass the boulders and rubble in the soils, each pile location was rock drilled with an 18” diameter down-the-hole hammer and then pre-augered to 18’. A 70k drive head was used to install the piles to a depth of 40’. Two full 200 ton load tests were performed using 6 reaction piles each. The full 200 ton load was applied to the 40’ test piles and after the 12 hour hold period, total settlement was approximately six tenths of an inch. Upon initial unload and rebound total settlement was around three tenths of an inch. The first and second load tests showed a net settlement of 0.312” and 0.268” respectively. The production piles were installed at a rate of 8-9 piles per day and 5 on the slowest day. This resulted in a significant cost and time savings with no spoils.

VIEW/DOWNLOAD SOILS REPORT AND LOAD TEST REPORT

DOWNLOAD PRINT VERSION OF CASE STUDY 

Walton Ave STELCOR Micropiles 3Walton Ave STELCOR Micropiles 2

GENERAL CONTRACTOR:
GKC Industries
Port Washington, NY

ARCHITECT:
MHG Architects
New York, NY

INSTALLER:
Rich Anastasio

STRUCTURAL ENGINEER:
De Nardis Engineering
White Plains, NY

GEOTECHNICAL ENGINEER:
Haley & Aldrich Engineering
Rochester, NY

LOADS:
400 kips ultimate compression
150 kips ultimate tension
8 kips lateral

SPECIFICATIONS:
5.5” pile shaft
.476 wall thickness 80 ksi
16” tip or drive plate
12” corrugated grout column
9” solid grout column
8” reverse auger

SOILS + EMBEDMENT DEPTH:
Fill, Alluvium, Glacial Deposits, and
Decomposed Rock.
40’ Embedment Depth

Walton

The post NYC – 92 STELCOR Micropiles In Difficult Soils in The Bronx appeared first on Ideal Foundation Systems.

2.875″ Helical Piles From IDEAL Foundation Systems Earn ICC-ES ESR-3750

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ICC EMAIL
The team at IDEAL Manufacturing, Inc. is very happy to announce the issuance of the International Code Council Evaluation Services (ICC-ES) Report ESR-3750, confirming compliance of our 2.875″ helical piles with the International Building Code (IBC). Evaluation of the 2.875″ IDEAL helical piles by ICC-ES at a certified independent testing facility followed all product design and testing in accordance with AC358, Acceptance Criteria for Helical Foundation Systems and Devices.

“We’ve always been very tenacious about delivering a high quality product on a consistent basis, but it’s rewarding to see the ICC recognize that in the form of an ESR report. Our newly acquired ICC-ES Evaluation Report has put us in a place offer the highest strength 2.875” helical pile shaft ever evaluated and approved under the ICC-ES standard and serves to further establish our reputation as an industry leader. Having this report in addition to our other standardized testing and certification processes allows us to provide installers, specifiers, and government officials with another level of comfort.” says Jason Henderberg, Director of Manufacturing at IDEAL.

IDEAL offers a complete line of foundation stabilization products for both new construction and the remediation/repair of existing structures.  IDEAL Manufacturing, Inc. produces round and square shaft helical pile and anchoring systems and the STELCOR DDM (Drilled-In Displacement Micropile).  We have in-house resources on hand to assist with your entire foundation project – from conceptual design, right through to a stamped design package and professional installation from one of the IDEAL Certified installers. IDEAL also offers accredited courses which allow for engineers to earn PDH credits.

From the beginning, our team has set themselves to make IDEAL a leader in the deep foundation industry and is proud to have completed this important phase in verifying code compliance of our helical foundation system products. Visit our website www.idl-grp.com for more information on IDEAL Manufacturing and the deep foundation systems we offer.

You can view the full ICC-ES ESR -3750 HERE

ICC-ES-ESR-3750-ANNOUNCE

 

 

The post 2.875″ Helical Piles From IDEAL Foundation Systems Earn ICC-ES ESR-3750 appeared first on Ideal Foundation Systems.

STELCOR Micropiles For 8 Story Building in Brooklyn

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211 McGuinness STELCOR Case Study 1

STELCOR DDM ELIMINATED THE NEED FOR EXCESSIVE DEWATERING AND INCREASED INSTALL TIMES FROM AN ANTICIPATED 2 PILES PER DAY TO 10 PILES PER DAY.

 

USING THE PROPRIETARY BELOW-GRADE DRIVE TOOL FROM IDEAL (SHOWN ABOVE), THE NEED FOR DEWATERING WAS ELIMINATED.

USING THE PROPRIETARY BELOW-GRADE DRIVE TOOL FROM IDEAL (SHOWN ABOVE), THE NEED FOR DEWATERING WAS ELIMINATED.

OVERVIEW:
An 8 story mixed use building designed by Gene Kaufman is currently going up at 211 McGuinness Blvd. in the Greenpoint neighborhood of Brooklyn. The anticipated install rate of the originally specified micropile was 2 piles per day. There were a total of 340 micropiles on this project.

CHALLENGE:
The greatest challenge with this project was the high water table and the significant costs that would be associated with excessive dewatering. The tops of the piles were 4’ to 6’ below the water table. Before the Stelcor DDM (Drilled-In Displacement Micropile) was introduced as an alternate, there were two options for pile installation; excessive dewatering or install the pile, excavate, and cut-off.

SOLUTION:
Using the proprietary below-grade drive tool from Ideal, the need for dewatering was eliminated. The 340 STELCOR DDM micropiles were installed to 120,000 ft. lbs. using a Digga MD160 drive motor. The piles were installed at a rate of 10 per day as opposed to the anticipated 2 piles per day with the originally specified micropile. The elimination of dewatering costs and the accelerated install times resulted in significant benefits to all parties involved.

View the full case study that includes soil borings, load tests, etc. HERE.

OWNER:
Stellar Management
New York, NY

ARCHITECT:
Gene Kaufman Architect PC
New York, NY

GENERAL CONTRACTOR:
Britt Realty Construction
Brooklyn, NY

STRUCTURAL ENGINEER:
Gene Kaufman Architect PC
New York, NY

GEOTECHNICAL ENGINEER:
AECOM
New York, NY
and
Geotechnical Engineering Services, P.C.
Elmsford, New York

INSTALLER:
Champ Construction Corp.
Hempstead, NY

LOADS:
150 tons allowable compression
75 tons allowable tension
1 ton allowable lateral

ANTICIPATED TEST LOAD: 300 tons
ACTUAL TEST LOAD: 300 tons

SPECIFICATIONS:
7” pile shaft
.498” W.T. 80 ksi
16” corrugated grout column
18” tip or drive plate
39.8 ft. bond length
25 psi acheived bond

SOILS + EMBEDMENT DEPTH:
See soils report in full case study HERE.

The post STELCOR Micropiles For 8 Story Building in Brooklyn appeared first on Ideal Foundation Systems.

Bald Eagles Are Loving the Helical Pile

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OVERVIEW:
A new 315 unit apartment and condo development is being built in Rochester, NY on a 26 acre parcel which borders county park land and the Irondequoit Bay.  Aside from a bald eagles nest, the site remained vacant and undeveloped for decades and was primarily used as a fill site for much of the time.
Southpoint Cove 5.5'' Helical Pipe Piles 1CHALLENGE:
Some of the big site challenges were the presence of excessive fill and rubble which created unpredictable soils. Much of the site was congested with other sub-contractors so space restriction was another issue that ruled out other piling methods. The bald eagles nest on the property is at least 10 years old and is protected by both state and federal laws. It is required that all construction in the area is minimally disruptive to their habitat.
Southpoint Cove 5.5'' Helical Pipe Piles 4

SOLUTION:
Because of the above mentioned concerns and challenges, Helical Pipe Piles were specified as the preferred foundation.  With limited install space, minimal noise, and no vibration, (450) 5.5” OD x .361 wall Helical Pipe Piles with 16” bearing plates were installed to support the buildings. The Helical Pipe Piles were installed by CMI Structural Solutions. The piles were installed to depths of up to 65’ and were load tested to 50 tons. The piles were concrete filled for additional strength and corrosion resistance.  The eagles are still living happily ever after.

Southpoint Cove 5.5'' Helical Pipe Piles 3Southpoint Cove 5.5'' Helical Pipe Piles 2

OWNER:
Southpoint Cove LLC
Rochester, NY

INSTALLER:
CMI STRUCTURAL SOLUTIONS
Rochester, NY
www.cmistructural.com

ARCHITECT:
Passero Associates
Rochester, NY

GENERAL CONTRACTOR:
Spoleta Construction Corp.
Rochester, NY

CIVIL ENGINEER:
Passero Associates
Rochester, NY

STRUCTURAL ENGINEER:
Jensen/BRV Engineering
Rochester, NY

GEOTECHNICAL ENGINEER:
Empire Geo Services
Hamburg, NY

LOADS:
50 kips Design Load
100 kips ultimate compression

PILE DETAIL
5.5” diameter
.361w
16” helix
Piles were filled with grout and had plugged ends.

SOILS + EMBEDMENT DEPTH:
25’ to 60+’

To view the soils report, load tests, and other project details, contact us here.

The post Bald Eagles Are Loving the Helical Pile appeared first on Ideal Foundation Systems.

Introducing Our New Southeastern Distributor – Southeast Helicals

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Southeast Helicals Distributor Announcement

With Southeast Helicals, you can get our products faster and with the same level of service you’ve come to expect from IDEAL.

The IDEAL team is happy to introduce Southeast Helicals, LLC as the exclusive distributor of IDEAL Foundation Systems products throughout the southeastern United States.

IDEAL chose Southeast Helicals to represent our company because we believe, out of the many companies throughout the region, they are the most qualified to develop and promote helical applications. They have proven their commitment to the industry and represent the values and principles of the IDEAL team.  The members of Southeast Helicals have a longstanding history and reputation of superior quality, service, and support to dealers and clients. Their dedication and proven performance is unparalleled  in this industry. The uniting of Southeast Helicals and Ideal allows our team to dedicate additional personnel, knowledge, experience, equipment, and inventory, to serve you as never before.

Some of the members of our new team include David Pattridge, an owner with over 30 years of experience in most types of pile applications and installation, and Tim Smith,  Southeast Helicals’ Director of Sales, with over 10 years of experience in helical pile sales and installation.  “Tim is intimately familiar with the helical pile market in the southern United States and is referred to by most people he has worked with as ‘the magician.’ He always seems to accomplish the impossible by acquiring and delivering what our clients need, regardless of the impossible situation,” says David Pattridge.

Southeast Helicals’ north Louisiana location can and will provide quick delivery of all IDEAL Foundation Systems products to our customers.  This includes helical piles, foundation brackets, specialized brackets and new construction caps as well as the revolutionary STELCOR Drilled-In Displacement Micropile.

This is the mission of Southeast Helicals:  “Do whatever is required to make our dealers successful with every customer they have on every job they do. Never leave a dealer wanting more from us than we delivered.”

Southeast Helicals and IDEAL are excited to introduce this new relationship as a superior way to serve our customers.

The post Introducing Our New Southeastern Distributor – Southeast Helicals appeared first on Ideal Foundation Systems.


Will IDEAL see YOU in The Big Apple?

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DFI International Conference on Deep Foundations, Seepage Control and Remediation
From October 12-15th, the 41st Annual International Conference on Deep Foundations is happening right in the very heart of it, New York, New York.  The event is taking place at the Times Square Marriott Marquis and the friendly IDEAL team will be at booth #918.
It doesn’t matter whether you’re interested in foundations or if you just like free gifts and nice people.

If you haven’t signed up or you’re unsure whether or not you should attend, here’s “9 Great Reasons to Attend this Conference”, from dfi.org.  We hope to see you there!

9 Great Reasons to Attend this Conference

1. Share international experiences with worldwide experts.

2. Interact with the largest gathering of practitioners specializing in cutting-edge technologies for deep foundations, seepage control and remediation.

3. Receive an update on dam and levee design, construction and QC/QA guidance for controlling, collecting and safely discharging seepage and learn best practices in dam and levee safety risk assessment and management while finding out the latest in research on internal erosion and piping mechanisms.

4. Learn about planning and mitigation, design and construction, project delivery, communication and training, incorporation of emerging technology, data management, risk and liability and advancements for deep foundation and earth retention systems.

5. Hear about DFI’s global initiatives and research to promote safety, quality, durability and sustainability in the geotechnical and deep foundation industry

6. Participate in technical sessions that include planning approaches, quality control, instrumentation and data collection and management.

7. Explore the Exhibit Hall featuring specialty services of 120+ companies.

8. Attend one or more of DFI’s 21 technical committee and working group meetings to engage in state-of-the-practice activities and future planning.

9. Make the most of your time in New York City — attend DFI’s Annual Conference and enjoy the city that never sleeps!

The post Will IDEAL see YOU in The Big Apple? appeared first on Ideal Foundation Systems.

NYC – STELCOR IN THE MANHATTANVILLE FACTORY DISTRICT FOR THE MALT HOUSE BUILDING

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WITH SPACE LIMITATIONS AND EXCESSIVE BOULDERS/COBBLES, STELCOR REMAINED THE MOST COST-EFFECTIVE SOLUTION WITH NO SPOILS OR MESS.

WITH SPACE LIMITATIONS AND EXCESSIVE BOULDERS/COBBLES, STELCOR REMAINED THE MOST COST-EFFECTIVE SOLUTION WITH NO SPOILS OR MESS.

OVERVIEW:
The foundation of the 100 year old Malt House building had to be underpinned in order to allow 5 additional floors to be added to it. This building is in the Manhattanville Factory District – New York’s most important master-planned economic and urban revitalization project. The piles had to be installed in a basement and vibration and spoils were a concern.

CHALLENGE:
One challenge with installing in the existing basement was low headroom. However, the most significant challenge faced during installtion was the presence of a boulder and cobble layer which ranged from 8’-16’ deep.

SOLUTION:
The vibrationless installation of Stelcor Drilled-In Displacement Micropiles met the vibration concern. The low headroom was addressed by installing the piles with a small excavator and using a high flow skid steer to power the drive head. The installer, Rich Anastasio of EMC, Inc. stated that every one of the 82 pile locations had to be augered to 18’ with a 16” rock auger to penetrate the boulder/cobble layer. While these conditions made for a very difficult installation, Stelcor DDM was still the most cost-effective piling method for this project.

stelcor-1200-install-in-the-malt-house-in-the-manhattanville-factory-district-west-harlem-web3

INSTALLER:
Rich Anastasio of EMC Inc.

GEOTECHNICAL ENGINEER:
Soil Mechanics

LOADS:
200 kips ultimate

PILE DETAIL:
STELCOR 1200
14” tip or drive plate
12” corrugated grout column
9” solid grout column
8” reverse auger
5.5” steel core
.361 wall thickness 80 ksi

SOILS + EMBEDMENT DEPTH:
Difficult soils with boulders and cobbles. Installed to depths of 50-68’

stelcor-1200-install-in-the-malt-house-in-the-manhattanville-factory-district-west-harlem-web2stelcor-1200-install-in-the-malt-house-in-the-manhattanville-factory-district-west-harlem-web1stelcor-1200-install-in-the-malt-house-in-the-manhattanville-factory-district-west-harlem-web4

The post NYC – STELCOR IN THE MANHATTANVILLE FACTORY DISTRICT FOR THE MALT HOUSE BUILDING appeared first on Ideal Foundation Systems.

NYC – STELCOR & The Leaning Tower of SOHO

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OVERVIEW:
It may not have been as old or iconic as that other leaning tower over in Italy, but the 118 year old co-op building that once stood at 74 Grand Street in the SOHO Historic Cast Iron District was protected by the Landmarks Preservation Commission (LPC) because it featured one of the very first cast-iron facades which gave the district its name.  In 2004 some hasty and ill-considered excavations to the lot next door resulted in the building beginning to slowly tip over. So much in fact, that the 118 year old co-op was referred to in its final days as The Leaning Tower of SOHO.  The building continued to lean, and while efforts were made to save it, it had to be demolished in 2010. Before demolition the LPC required the cast iron facade be carefully removed and stored in order for it to be used on the building that would eventually rise in its place.

STELCOR Drilled-In Displacement Micropiles at 74 Grand Street in NYC

Before STELCOR Drilled-In Displacement Micropiles were installed on this site, the previous historic building was on the verge of collapse and had to be demolished.

CHALLENGE:
As with any project in the city, mobilization and demobilization costs are always higher. Limited space to use equipment and stage product is always a bit of a logistical nightmare as well, and with an area 25’ wide and 100’ deep, this project was no exception. In addition, the neighbors took it upon themselves to (brilliantly) stake out the property line with luxury vehicles. Effective yet frustrating if you’re the equipment operator.

STELCOR Drilled-In Displacement Micropiles at 74 Grand Street in NYC

All installation and product staging had to take place in an area 25′ wide and 100′ deep.   

SOLUTION:
Fast forward to today and 74 Grand is set to quickly rise again – this time on a solid foundation, thanks to STELCOR Drilled-In Displacement Micropiles (DDM).  With minimal installation equipment required, Stelcor offers huge advantages in these situations.  In nine days, Rich Anastasio and his team at EMC installed 51 STELCOR Drilled-In Displacement Micropiles to 65’ in a limited access area, using minimal equipment, and with no mess, vibration, or spoils.

Only time will tell what sort of destructive shenanigans the neighbors might get up to in the future. As for 74 Grand, she’s gonna be all right.

STELCOR Drilled-In Displacement Micropiles at 74 Grand Street in NYCSTELCOR Drilled-In Displacement Micropiles at 74 Grand Street in NYC

INSTALLER:
Rich Anastasio of EMC Inc. www.emcnj.com

GEOTECHNICAL ENGINEER:
Geo Tech Consultants, LLC

LOADS:
360 kips ultimate compression
100 kips ultimate tension

PILE DETAIL:
STELCOR 1600
18” tip or drive plate
16” corrugated grout column
13” solid grout column
8” reverse auger
5.5” O.D. X 0.361″ W.T. – 80 ksi central shaft

SOILS:
The boring logs indicate a general profile of 10’ of miscellaneous fill, followed by 10’-12’ of marshland sediments of sand, silt/clay and peat, and then 60’-75’ of glacial deposit of sand and gravel, cobble and boulder.   View geotechnical report here.

EMBEDMENT DEPTH:
Piles were installed to 65′

 

The post NYC – STELCOR & The Leaning Tower of SOHO appeared first on Ideal Foundation Systems.

ICC Certification on All Standard Helical Pipe Pile Products. That’s Ideal.

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ICC EMAIL

Some of our clients requested that we get ICC certification on some of our most common  helical pile and helical anchor products, so we did.  In fact, we received it on all of them.

The IDEAL Team has always been fully committed to delivering consistent high quality product and now we have the the ICC certificate to prove it.
All of our standard helical pipe pile products are now ICC Certified in accordance with Acceptance Criteria 358.

ICC-ES ESR-3750 IDEAL MANUFACTURING INCLUDES:

  • 1.50” RCS
  • 2.875” x .203” W.T.
  • 2.875” x .276” W.T.
  • 3.500” x .216” W.T.
  • 3.500” x .300” W.T.

View the full report HERE: ESR-3750 IDEAL MANUFACTURING.

Our team is very excited about this new development as another way to better serve the industry.

We’re always looking for new ways we can be better so we can continue providing the best.  Feedback is always welcome here.

– Your IDEAL Team

The post ICC Certification on All Standard Helical Pipe Pile Products. That’s Ideal. appeared first on Ideal Foundation Systems.

Competitor Appreciation Day. We’re making it a thing.

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Yes, Love Thy Competitor.

Many businesses love to show appreciation for their customers, and that’s great.  Some businesses even have annual Customer Appreciation Days – also great.  But what about our competitors?   Aren’t they worthy  of our company love and appreciation?   I got thinking about this and it made perfect sense, so I googled ‘Competitor Appreciation Day’ to find out when the official day is observed – more on that in a moment.  I’m sure not everybody will agree with me.  I’m fairly certain Ray Kroc the legendary CEO of McDonald’s – and I wouldn’t see eye to eye on this.  Here’s a quote of his:  “If any of my competitors were drowning, I’d stick a hose in their mouth and turn on the water.”   Ouch, Ray. I’m glad I wasn’t little Wendy or the Burger King when you were alive.  I relate more to what change agent Tom Asacker said;“The word competition literally means, ‘seeking together,’ and ‘choosing to run in the same race.’ Great people and great brands don’t care about their competitors. They don’t define themselves by competitive movements. They are simply not on the same track (mentally).” 

Imagine if we couldn’t choose who to buy  products and services from.  What would that look like?  Lets use our phones as an example.  Would we all be lined up outside the nearest strip mall retail store of the only cellular provider waiting in line to pay premium prices for lackluster products and services?

Thankfully, we live in a time where a disgruntled customer can both complain about a poor product or service experience and, in most cases, seek another source to satisfy their need – from their smartphone, and within minutes.  I think that statement stands true unless it involves a super niche product like garden gloves for field mice.

Have you ever been in a situation where you purchased a product or service from a particular business becuase there are no other options or no convenient options?  Maybe the experience wasn’t even terrible but you know you wouldn’t buy from them if you had other choices.  Did it feel good?     What if that company believes you have no other options?  What is going to drive that company to give you their best?  How does that company behave when they believe they don’t have to fight for your loyalty?

If we are looking to purchase the best product, service, or overall value, it’s competition that makes it all possible.  If we are selling a product or service, it’s our competition that drives us to innovate, to provide great value and exceptional customer service. Competition is what keeps us in (or out of) business.

 

“The word competition literally means, ‘seeking together,’ and ‘choosing to run in the same race.’ Great people and great brands don’t care about their competitors. They don’t define themselves by competitive movements. They are simply not on the same track (mentally).”  –Tom Asacker

 

So I did quite a bit of looking and it turns out Competitor Appreciation Day is not really a thing.   That’s why I decided that June 20th is going to be Competitor Appreciation Day at IDEAL and we hope you’ll observe it as well.   I chose the 20th of June because there isn’t a notable holiday or particular event already being observed on that day,  unless you take into consideration the Battle of the Catalaunian Plains when the Roman and Visigoths forces defeated Attila the Hun in northeast France in 451.  It’s also the birthday of George Washington’s sister, Betty, but I’m fairly confident she wouldn’t mind sharing.

To all our competitors out there; we know you watch us closely and read our blog posts, and we’re cool with it.  We’re keeping an eye on you, too. 😉  Oscar Wilde once said, “Imitation is the sincerest form of flattery,” and we couldn’t agree more. Providing outstanding customer service has been woven into the fabric of IDEAL since the beginning, and we’re proud of that.  And it’s you, our competitors, that help drive us to provide value and innovative solutions to our customers.  We appreciate you deeply and thank you for helping us to be the best at what we do.

p.s.  We’re still deciding whether to send you flowers or miniature samples of our cutting edge prototypes… let us know what you prefer.

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NYC – 12.75″ Helical Pipe PIles for the former Leaning Tower of SOHO – Part 2

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OVERVIEW:
If you didn’t see the previous case study we published about this project, The Leaning Tower of SOHO, then allow us to bring you up to speed.  It may not have been as old or iconic as that other leaning tower over in Italy, but the 118-year-old co-op building that once stood at 74 Grand Street in the SOHO Historic Cast Iron District was protected by the Landmarks Preservation Commission (LPC) because it featured one of the very first cast-iron facades which gave the district its name.  In 2004 some hasty and ill-considered excavations to the lot next door resulted in the building beginning to slowly tip over. So much in fact, that the building was referred to in its final days as The Leaning Tower of SOHO.  The building continued to lean, and while efforts were made to save it, it had to be demolished in 2010. Before demolition the LPC required the cast iron facade be carefully removed and stored in order for it to be used on the building that would eventually rise in its place.  Fast forward to today and a new building is set to rise in its place. Before that could happen, a support of excavation (SOE) had to be installed.

74 Grand St SOE 12 3/4" Helical PIpe PIles 1

CHALLENGE:
Drilled shaft piers were initially specified as the soldier piles for this SOE.  However, this pile failed to meet the bending moment because of the threaded coupling connections.  In addition, the resulting water, mud, and mess that comes with installing drilled shaft piers were also concerns – especially on such a confined site.   With any project in the city, mobilization and demobilization costs are always higher. Limited space to use equipment and stage product is always a bit of a logistical nightmare as well, and with an area 25’ wide and 100’ deep, this project was no exception. Through the duration of the project, the neighbors took it upon themselves to (brilliantly) stake out the property line with luxury vehicles – effective, yet frustrating if you’re the equipment operator.

74 Grand St SOE 12 3/4" Helical PIpe PIles 2

SOLUTION:
Rich Anastasio of EMC and the IDEAL design team suggested a 12.75” x .500” W.T.  helical pipe pile with a 22” x .75” helix as an alternate.  The bolted coupling met the bending moment requirement and there was no resulting water and mud mess on site.  A granite layer was present on one side of the site and all of the pile locations had to be pre-drilled in order for the piles to bypass this layer.  While this resulted in increased install time, 33 helical pipe piles were installed over 10 days and remained the most cost-effective alternate.  Each pile section consisted of an 18’ lead and an 18’ extension and was installed to 23’ below excavation using a Digga SD95 hydraulic drive head.  Post-installation, the piles were filled with 4,000 PSI concrete.

Only time will tell what sort of destructive shenanigans the neighbors might get up to in the future. As for 74 Grand, she’s gonna be alright.

74 Grand St lagging 12 3/4" Helical PIpe PIles

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SuperPile ’17

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SUPERPILE EMAIL

You can some see our smiling faces at Booth 201 during DFI’s tenth annual SuperPile conference on June 14-16, 2017, at The Loews Coronado Bay Resort, outside San Diego.

SuperPile ‘17, hosted in partnership with ADSC, focuses on the latest developments in augered cast-in-place/drilled displacement piles, drilled shafts, driven piles, ground improvement, helical piles and tiebacks, marine foundations, micropiles, testing and evaluation of foundation systems, and seismic and lateral loads.

The conference begins on Wednesday, June 14, with day-long meetings of DFI’s Technical Committees and Working Groups. The conference officially opens on Thursday, June 15, with a combined plenary session. Two parallel sessions on Friday, June 16, provide attendees the option to choose presentations of interest.

The Exhibit Hall, featuring 60 manufacturer and supplier exhibits, is open Thursday, June 15, from 7:30 a.m. to 7:30 p.m., and Friday, June 16, from 7:30 a.m. to 3:00 p.m.

We look forward to meeting you at SuperPile ‘17!

For more information and to register, visit www.dfi-superpile.org.

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943 Helical Pipe Piles For An Active Fuel Dispensary With Sinkhole Activity.

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OVERVIEW:
Lincoln Energy Solutions is increasing their fuel capacity at their fuel dispensary in Chattanooga, Tennessee. Biodiesel is one of the most common fuels they provide and when the project is complete, their capacity will increase from 500,000 gallons per week to 1.5 million gallons per week. The largest of the 5 new tanks weigh 12,526 TONS. The installation schedule was tight and the company considered several deep foundations including H piles.
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CHALLENGE:
Sinkhole activity on the site is the reason deep foundations were required to reach bedrock. All the piles would have to be driven to bedrock to ensure the tanks would remain in place with zero movement should the soils below them disappear. This site is an active fuel dispensary so safety dikes had to be in place for the duration of the project. What holds fuel also holds water. Over 16” of rainfall throughout the duration of the install created some interesting site conditions and challenges. The high standards of the energy industry are monitored at a federal level and required daily permits for every contractor on site to ensure strict safety measures were in place at all times.

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SOLUTION:
Engineered Solutions of Georgia (ESOG) provided the entire solution from concept and design engineering to installation. ESOG designed a hybrid pile which met the requirements and reduced cost and installation times. This hybrid pile consisted of 3.50” and 5.50” standard helical piles with dual displacement heads. The displacement heads created an 8” grout column at the top 10’ of every pile in order to resist lateral forces. The piles were installed to the bedrock which ranged from 10’ to 60’ across the site. ESOG was allowed 3 months to perform the installation. Despite the excessive rain and related delays, the experienced installation team at ESOG installed all 943 piles for 5 separate foundations in 2 months. This site was a green site and ESOG recycled materials and used natural resources where possible. All pile cutoffs were recycled. The installation team used rainwater to pump more than 1200 cubic feet of grout and only used approximately 300 gallons of city water during the installation.

IMG_0277

INSTALLER:
Engineered Solutions of Georgia

LOADS:
50-80 kips compression
(depending on tank size)

PILE DETAIL:
3.5” diameter .300” wall thickness
8”, 10”, and 12” helices

5.5” diameter .361” wall thickness
10”, 12”, and 14” helices

8” corrugated grout column at top 10’

Bond length 10’

SOILS + EMBEDMENT DEPTH:
Previous sinkhole activity
Piles driven to bedrock to ensure zero movement.

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Geotechnical Reports: What to Expect & Why They’re Important

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If you’ve heard of the International Building Code (IBC), you might expect that this collection of standards contains parameters that govern site construction permits. The IBC, which surrounds building codes created by the International Code Council (ICC), establishes building standards for most jurisdictions throughout the United States, and in numerous other countries around the globe. Among the seemingly endless lists of codes in the IBC, we come upon IBC Section 107, which mentions:

“Submittal documents consisting of construction documents, statement of special inspections, geotechnical report and other data shall be submitted.”

Today, we’re going to talk about that latter bit: geotechnical reports. With most foundation builds, a geotechnical report must be collected, recorded, and submitted alongside the permit application. So, what can you expect from your geotechnical report, or soil investigation? Well, a soil investigation will include all of the following reports (take note, further inspections and reports may be required, depending on the location of a build):

Geotechnical Report Requirements Under IBC Section 107

  1. A plot showing the location of the soil investigation.
  2. A complete record of the soil boring and penetration test logs and soil samples.
  3. A record of the soil profile.
  4. Information on the groundwater table, frost depth, and corrosion parameters.
  5. Soil design parameters, such as shear strength, soil allowable bearing pressure, unit weight of soil, soil deformation characteristics, and other pile support conditions.
  6. Confirmation of the suitability of helical foundation systems for the specific project.
  7. Recommendations for design criteria, including, but not limited to the mitigation of effects of differential settlement, varying soil strength, and the effects of adjacent loads.
  8. Recommended center-to-center spacing of helical pile foundations to accommodate building loads.
  9. Field inspection and reporting procedures to include procedures for verification of the installed bearing capacity, when required.
  10. Load test requirements.
  11. Any questionable soil characteristics and special design provisions that are necessary.
  12. Expected total and differential settlement.
  13. Axial compression, axial tension, and lateral load soil capacities, if those values cannot be determined from the rest of the report.

The ICC also points out: “Where special conditions exist, the building official is authorized to require additional construction documents to be prepared by a registered design professional.“ Geotechnical reports must be completed by a registered engineer, and this engineer may be a third party consultant. Reports must be submitted as required by various departments within a given jurisdiction.

How Are Geotechnical Reports Utilized?

Geotechnical reports may be utilized throughout the construction process. As Civilblog.org points out, “The [geotechnical] report serves as the permanent record of all geotechnical data known to be pertinent to the project and is referred to throughout the design, construction, and service life of the project.“ It’s a critical document that’s designed to ensure that builds are safe, procedures are calculated, and building integrity lasts for the duration of a building’s lifetime. In addition, geotechnical reports may be crucial in resolving design and construction disputes, as well as claims that may occur after project completion.

Construction Cost Savings Thanks to Geotechnical Reporting

While a construction firm may be inclined to forgo a geotechnical survey in order to ramp up design time, these soil surveys usually decrease construction costs, and they certainly add to the safety of building construction. Without a geotechnical report, engineers will be forced to design and construct to meet minimum code criteria. That may mean excessive support construction and redundant support structures—and that means higher construction costs. NorthStar Engineering points out, in their article on geotechnical reporting, that “Code minimums are often very conservative and may increase construction costs significantly.” Neglecting to prepare a geotechnical report may have further repercussions; NorthStar continues:

“By deciding not to obtain a geotechnical report, clients are ultimately assuming responsibility for any adverse soil conditions that may be encountered. They also assume the risk for any resulting defects in the structure that are related to such soil conditions.”

Helical Piles & Geotechnical Reporting

When it comes to our helical piles and patented Stelcor® micropiles, geotechnical reporting may not be required, but it’s highly recommended. A soil and geological analysis will ensure that your building receives enough support, and it’ll ensure that your budget stays on track. With a geotechnical report, you can rest assured that your piles are installed optimally to match the footprint and load of your building. If you’re curious about our helical piles, our micropiles, or geotechnical reporting standards, don’t hesitate to get in touch with us. IDEAL Foundation Systems™ is proud to bring you premier foundation support components.

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It’s Gonna Be A Gilbert

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I was shooting video of the Posillico team installing STELCOR for the new Gilbert Building in the shadows of the Metropolitan Hospital in NYC.

This site happens to be right next to Draper Hall which is also standing on STELCOR. Oh, and just up the street, a hard hats throw away, is the Second Ave Subway site. STELCOR was installed there as well. ‘Why all this STELCOR?’ you ask.

Contact us and we’ll tell you why STELCOR is making a name for itself in the greatest city in the world.

Case study for this project coming soon.  See other STELCOR CASE STUDYS.

Gilbert Building

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Cool Condos Cantilevered With Calm And Confidence

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STELCOR at 75 First Avenue NYC

Try to say that heading as fast as you can 10 times. Or don’t.
After a decade of waiting, , this cantilevered 8 story building on a narrow lot in the East Village is finally going up (and over the neighboring drugstore) on a solid STELCOR foundation. Limited access, spoils, and virtually nonexistent product staging areas are common issues on metropolitan sites and STELCOR takes the pain away and saves time and money in the process.

Watch this space for the the case study and video for this project.
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The post Cool Condos Cantilevered With Calm And Confidence appeared first on IDEAL Foundation Systems.

How to Save 1.12M Dollars and Not Have to Bulldoze a Building in Chicago

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STELCOR DDM piles for 5 story building in Chicago

OVERVIEW:
In Chicago, a 60-foot tall movie theater was sold to a Banner Real Estate Group, who are converting it into a climate-controlled storage facility.  This project will add five floors to the building, as well as an addition for elevators, increasing the floor area to 97,349 square feet.  The weight of the added floors rendered the existing foundation insufficient.

Stelcor DDM for 5 story building in chicago

CHALLENGE:
The piles needed to reinforce the existing foundation had to be installed in close proximity to the existing walls, as well as inside of the building. Other piling methods were considered but were either cost-prohibitive or could not be installed in low-headroom areas. The only remaining option would have been to demolish and rebuild the structure on a new foundation.

stelcor installed for 5 story building in chicago

SOLUTION:
J-2 Concrete, Inc. presented our STELCOR® drilled in displacement micropiles as an alternative. Foundation piles were installed and tested to 103 kips. With minimal installation equipment and a window of 30 days, the crew at J-2 installed 257 STELCOR DDM piles over the site. There is no vibration with STELCOR DDM, so piles were installed against the 55’ high masonry walls without causing any damage to the structure.

stelcor installed for 5 story building in chicago

The full case study with boring logs and load test data are available upon request.

INSTALLER:
J2 Concrete

GEOTECHNICAL ENGINEER:
NASHnal Soil Testing, LLC

STRUCTURAL ENGINEER:
Highland Engineering

ARCHITECT:
Reitan Architects LLC

LOADS:
191 kips ultimate compression
92.2 kips ultimate compression

PILE DETAIL:
STELCOR 1600
18” tip or drive plate
16” corrugated grout column
13” solid grout column
8” reverse auger
5.5” O.D. X 0.361″ W.T. – 80 ksi central shaft

SOILS + EMBEDMENT DEPTH:
The boring logs indicate a general profile of very soft clay.
Piles were installed to 45’ and 70’.

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