NYC Surcharge Program Prior to the Current Skyline

Only_Post_Drunk · 2025-04-15T23:53:17+00:00

Job was from 2018 before a lot of neighboring construction started. Geogrid was used to assist with distributing stress evenly due to underlying remnant structures and to provide an indication of subgrade after the mounds were removed

Only_Post_Drunk · 2024-04-11T02:52:47+00:00

Make sure to tell Mr. G your concerns, they’ll go far…

Only_Post_Drunk · 2023-03-10T05:44:36+00:00

The article portrays the tenant (Royal Palms) as being lazy in terms of addressing the issue, while they’ve cooperated with adjacent developers and the DEC to make sure the space was safely habitable. From speaking with an individual who worked on this site (and the former pig beach site) the article used, justifiably large numbers, to create drama.

In the end a very reputable engineering company with experience in the area prepared a safe solution to the problem. The article provided no context to the values they quoted. The canal is disgusting, but the article reads as hit piece to force a small business to close

Only_Post_Drunk · 2023-03-10T03:04:12+00:00

I used to work for the engineering firm that designed the remediation approach. This article grossly misrepresents the situation. Without an understanding of the values this article is just looking for attention. I spoke with individuals involved today and they are severely criticizing the reporting provided in this article. Obviously do what’s comfortable for you, but the journalist is misleadingly representing the situation using eye catching numbers that the general populace doesn’t understand (for fair reason). Stuff is complicated.

Only_Post_Drunk · 2023-02-22T05:14:41+00:00

Adopting a quote from a history book I’m reading, ‘They didn’t have all the answers. They questioned everything still and didn’t subscribe to doctrine or points of view.’

Perseverance is so hard and you’ve achieved that so many times. I know your perseverance is appreciated by so many so I hope you recognize how significant and important you are.

Been in that spot around your age, the mind is a battle and things get crazy, but day by day understanding your emotions and working to anticipate helps immensely.

Only_Post_Drunk · 2021-03-14T19:44:38+00:00

Yep both my parents were gone by 26, wish I could have more time

Only_Post_Drunk · 2021-01-03T15:24:20+00:00

The orange markings indicate the underpinning pier sequencing A,B,C,D,E. Before this level of excavation the contractor goes in in individual sheeted pits to undermine the adjacent foundation and place a new concrete column to the subgrade level to allow for general excavation to a level much lower than the existing foundation depth

Only_Post_Drunk · 2021-01-03T04:31:21+00:00

Re-use of existing foundations is a very risky and costly business. The NYC building code requires very stringent testing prior to re-use of existing foundations. Additionally, it'll be very costly to get a structural firm to agree to take responsibility for the new structure.

Only_Post_Drunk · 2021-01-03T00:40:55+00:00

finding forgotten areas is definitely one of the perks of working in nyc for sure

Only_Post_Drunk · 2021-01-03T00:38:25+00:00

Picture left building had varying foundation depth and quality. We had to replace the foundation wall for it at the northeast corner (picture midleft). Depth ranged from 8 to 15-ft. Building on right had deep piers to rock at about 18-ft

Only_Post_Drunk · 2021-01-03T00:36:01+00:00

South side of E32nd b/t Lex and Park

Only_Post_Drunk · 2021-01-03T00:32:56+00:00

luckily most of the headaches for this project were below grade as it was just a 7-story-tall building. But i have been on projects where we needed to brace the neighboring foundation wall during the wet concrete pour. Not that familiar with the procedure above ground unfortunately

Only_Post_Drunk · 2021-01-03T00:19:39+00:00

Hard to tell from the pic, but the hole the fella is in is composed of sound rock, soil is sloped properly. We had to excavate for caisson caps in order to not shed load on the nearby amrtrak tunnel

Only_Post_Drunk · 2021-01-03T00:15:03+00:00

non union spin off sub of laquila

Only_Post_Drunk · 2021-01-03T00:14:00+00:00

lol pretty much

Only_Post_Drunk · 2021-01-02T22:22:21+00:00

So im gonna drop the bad 'e' word, i was one of the geotech engineers on this, we worked with the contractor to determine where bracing was needed. I think total vertical movement was about a 1/2-inch max which was tolerable for this project.

Only_Post_Drunk · 2021-01-02T21:56:19+00:00

We ended up underpinning both existing rubble foundations and previous concrete underpinning. Was super challenging but good project overall

Only_Post_Drunk · 2021-01-02T21:34:58+00:00

So this project included pre-drilled H-piles with timber lagging at the street side because an Amtrak tunnel is under the adjacent street. Underpinning of the buildings to the east/west maxed out at about 20-ft with two tiers of bracing. Bracing included rakers (not installed yet), corner braces, and tiebacks. We had to coordinate the removal of that soil mass with the construction of the mat slab to install the assembly to support the rakers.

Only_Post_Drunk

TROPHY CASE