---
title: STELCOR® DDM For 8-Story Building in Brooklyn
description: 340 Stelcor Micropiles have been set into the ground to support a new 8-story building in Brooklyn, New York. See our progress here!
image: https://www.idealfoundationsystems.com/hubfs/Imported_Blog_Media/211-McGuinness-STELCOR-Case-Study-1-150x150-1.jpg
---

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# STELCOR® DDM For 8-Story Building in Brooklyn

 June 29th, 2016

 1 min read

 By [Bruce Stroyer](https://www.idealfoundationsystems.com/blog/author/bruce-stroyer)

![](https://www.idealfoundationsystems.com/hs-fs/hubfs/Imported_Blog_Media/211-McGuinness-STELCOR-Case-Study-1-150x150-1.jpg?width=150&height=150&name=211-McGuinness-STELCOR-Case-Study-1-150x150-1.jpg)

**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. A total of 340 drilled-in displacement piles were installed 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 ](https://www.idealfoundationsystems.com/stelcor-products/)(Drilled-In Displacement Pile) 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 below-grade drive tool engineering and manufactured by IDEAL, the need for dewatering was eliminated. The 340 STELCOR DDM 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.](https://www.idealfoundationsystems.com/hubfs/CASE%20STUDY/211%20McGuinness%20-%20STELCOR%20CASE%20STUDY.pdf)

[See how STELCOR Drilled-In Displacement Micropiles can save your project.](https://www.idealfoundationsystems.com/stelcor-products/)

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

 Topics:

[ Case Study ](https://www.idealfoundationsystems.com/blog/topic/case-study)

[ Drilled-In Displacement Piles (DDM) ](https://www.idealfoundationsystems.com/blog/topic/drilled-in-displacement-piles-ddm)

[ STELCOR ](https://www.idealfoundationsystems.com/blog/topic/stelcor)

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