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Brian P Masloff

from Broomfield, CO
Age ~64
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Also known as:
Brian Peter Masloff, Brian H Masloff, Brian Masloff Irrevocable, Henrietta Masloff
Phone and address:
9034 103Rd Ave, Westminster, CO 80021
(303) 438-9046
Related to:
Vi L Masloff, 86Christopher Fritz, 64Violet Lucy Masloff, 86Lynnae M Fritz, 57Christopher E Fritz, 82Crystal M Bejarano, 47Peter John Masloff, 93Ashley K Fritz, 38Henrietta S Masloff, 63
Connected to:
Melissa M Masloff, 42Amy L Maslonik, 32Deanna M Maslonka, 53Adam M Masloski, 42Diana L Masloski, 61Andrei B Maslov, 54Mikhail V Maslov, 57Nadezhda Maslov, 62Natalya Y Maslova, 37Olga A Maslova, 57

Brian Masloff Phones & Addresses

  • 9034 103Rd Ave, Broomfield, CO 80021 (303) 438-9046
  • Westminster, CO
  • Gold Canyon, AZ
  • Murrieta, CA
  • Mc Dermitt, NV
  • Arvada, CO
  • Pinedale, AZ
  • 9034 W 103Rd Ave, Westminster, CO 80021 (303) 919-7550

Work

Position: Clerical/White Collar

Education

Degree: Associate degree or higher

Business Records

Name / Title
Company / Classification
Phones & Addresses
Brian Masloff
Director
Cellular Concrete Solutions LLC
Mfg Concrete Products · Whol Chemicals/Products Mfg Concrete Products · Concrete Contractor · Testing Laboratory Whol Brick/Stone Material
5902 Mcintyre St, Denver, CO 80403
7020 Snowdrift Rd, Allentown, PA 18106
5916 Mcintyre St, Denver, CO 80403
(610) 398-7833
Brian P. Masloff
Director, President, Treasurer
Celltek Products, Inc
11622 Newport Ave, Santa Ana, CA 92705
9034 W 103 Ave, Westminster, CO 80021

Publications

Us Patents

Lightweight Drainable Cellular Concrete

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US Patent:
8172937, May 8, 2012
Filed:
Oct 11, 2007
Appl. No.:
11/871079
Inventors:
Brian Masloff - Westminster CO, US
Richard Palladino - Evergreen CO, US
Assignee:
Cellular Concrete, LLC - Allentown PA
International Classification:
C04B 38/10
US Classification:
106672, 106675, 106679, 106713
Abstract:
A lightweight pervious cellular concrete is provided. The concrete has an internal structure comprising interconnected channels, resulting in a permeability K value of less than about 1×10, and as low as about 1. The cellular concrete has a density range of between 10 to about 100 pounds per cubic foot, with a compressive strength of between about 10 to about 1000 psi.

Rock Dusting Apparatus

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US Patent:
8584974, Nov 19, 2013
Filed:
Aug 12, 2011
Appl. No.:
13/209004
Inventors:
Brian Peter Masloff - Westminster CO, US
James Edward Pinkley - Aurora CO, US
Billy J. Brown - Shady Valley TN, US
Steven J. Thorogood - Bristol TN, US
John C. Fodor - Arvada CO, US
Assignee:
DSI Underground Systems, Inc - Martinsburg WV
International Classification:
A01C 3/06
A01C 15/04
B05B 9/06
B05B 9/00
B65G 53/40
US Classification:
239654, 239 77, 239126, 239127, 406154
Abstract:
A rock dusting apparatus comprising: a housing; a tank mounted within the housing which comprises a removable top wall member, a sidewall member and a bottom wall member configured to form an internal tank compartment for holding and mixing a rock dust composition; a mixer positioned on the bottom wall member for mixing the rock dust composition; a tank discharge port positioned on the bottom wall member or a lower portion of the sidewall member through which the rock dust composition can be discharged from the tank; a conduit extending from the tank discharge port to a housing discharge port; the conduit comprising a pump for transporting the rock dust composition through the conduit and through a discharge line operatively connected to the housing discharge port; and one or more motors mounted within the housing for powering the mixer and the pump. The apparatus is useful for spraying rock dust compositions for suppressing propagation of a flame and/or fire caused by ignition of coal dust and/or gas within a coal mine.

Rock Dusting Compositions And Methods Of Use Thereof

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US Patent:
20120181051, Jul 19, 2012
Filed:
Aug 11, 2011
Appl. No.:
13/207884
Inventors:
Brian Peter Masloff - Westminster CO, US
James Edward Pinkley - Aurora CO, US
Billy J. Brown - Shady Valley TN, US
Steven J. Thorogood - Bristol TN, US
John C. Fodor - Arvada CO, US
International Classification:
A62C 2/00
C09D 133/26
C08J 9/35
C09K 21/02
C08J 9/16
C08J 9/28
B05D 3/00
C09K 21/14
US Classification:
169 46, 4273855, 521149, 521 64, 521 92, 521 91, 521 89, 521 56
Abstract:
A rock dusting composition composed of rock dust, e.g., limestone or other mineral dust, water, pumping aid, and polymer, e.g., acrylamide homopolymers, acrylamide copolymers, and combinations thereof, and a method for applying the composition to the surface of a mine. The composition has a water content and a polymer content sufficient to allow the polymer to (i) disperse water molecules within the composition and, upon drying of the composition, (ii) dissipate forming void spaces in the dried composition. The composition is useful for suppressing propagation of a flame and/or fire caused by ignition of coal dust and/or gas within a coal mine.

Submerged Void Fillng

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US Patent:
20120207552, Aug 16, 2012
Filed:
Feb 10, 2012
Appl. No.:
13/370373
Inventors:
Brian P. Masloff - Westminster CO, US
Richard Palladino - Evergreen CO, US
John Charles Fodor - Arvada CO, US
Assignee:
CELLULAR CONCRETE SOLUTIONS LLC - Golden CO
International Classification:
E02D 3/12
US Classification:
405263
Abstract:
Systems and methods for filling submerged voids with a foam-fluidized fill material in an efficient and economical manner are disclosed herein. The foam fluidized fill material is a granular solid material fluidized with a foam. The foam-fluidized fill material is pumped or gravity-fed through an insertion tube into the submerged void. The insertion tube terminates at a point lying below a surface of the liquid within the void. Since the foam-fluidized fill material is heavier than the liquid, the foam-fluidized fill material exiting the insertion tube sinks to the bottom of the void and expands laterally at the bottom of the void displacing the liquid. The liquid is forced upward and out of the void where it may be collected. Further, as the fill material fills the void, the foam dissipates and the fill material self compacts, making the filled void sufficiently load bearing.

Lightweight Drainable Cellular Concrete

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US Patent:
20120211415, Aug 23, 2012
Filed:
Apr 27, 2012
Appl. No.:
13/457894
Inventors:
Brian Masloff - Westminster CO, US
Richard Palladino - Evergreen CO, US
Assignee:
CELLULAR CONCRETE, LLC - Allentown PA
International Classification:
C04B 38/10
B01D 39/20
US Classification:
2105021, 428221, 2105101, 106672
Abstract:
A lightweight previous cellular concrete is provided. The concrete has an internal structure comprising interconnected channels, resulting in a permeability K value of less than about 1×10, and as low as about 1. The cellular concrete has a density range of between 10 to about 100 pounds per cubic foot, with a compressive strength of between about 10 to about 1000 psi.

Low Water Materials Transportation

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US Patent:
50805347, Jan 14, 1992
Filed:
Apr 23, 1990
Appl. No.:
7/513435
Inventors:
Russell Goodson - Denver CO
Gary J. Colaizzi - Lakewood CO
Brian Masloff - Thornton CO
Assignee:
Goodson & Associates - Denver CO
International Classification:
B65G 5300
US Classification:
406 46
Abstract:
A solid material, such as sand, mineral tailings, aggregate, or sludge is selected and treated to wet the surface of the material. A low moisture content foam is generated by passing a gas through a mixture of water and a surfactant, wherein the foam has a foam weight in the range from 15-50 gm/l. The solid material then is mixed with a quantity of the foam from 2-80% by resulting volume, sufficient to create of a foam-based slurry product having plug flow characteristics when pumped through a pipeline. The mixing can be accomplished by batch process or continuous flow processes. The slurry product is pumped through a pipeline and is regenerated as required within the pipeline by injecting additional foam into the slurry product while, substantially at the same time, mixing the slurry product with the additional foam by passing it over a mixing foil, which is especially effective in a bend of the pipe.

Weather Resistant Soil Cement

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US Patent:
54945143, Feb 27, 1996
Filed:
Jun 14, 1994
Appl. No.:
8/259478
Inventors:
Russell L. Goodson - Denver CO
Gary J. Colaizzi - Lakewood CO
Brian Masloff - Westminster CO
Joseph J. Feiler - Littleton CO
Assignee:
Goodson & Associates, Inc. - Lakewood CO
International Classification:
C04B 3800
US Classification:
106677
Abstract:
A weather resistant soil cement with an open pore structure for resisting freeze-thaw damage is formed of cement, fly ash, Free aggregates, water, and an aqueous foamed surfactant, and other application specific additives. The material is uniquely suited for using indigenous soils, mill tailings, or granular waste products as the aggregate component of the mixture, although commercially produced aggregates may be used depending on economics and availability. Due to its low density and flowable nature, it can be pumped or placed by gravity and without compaction. The resulting product is a low density material with construction and mining applications, that is suited for use as a fill or mad base. Specific product formulations are easily designed to permit removal at local sites with conventional excavating equipment.

Permeable Cellular Concrete And Structure

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US Patent:
57762430, Jul 7, 1998
Filed:
Feb 3, 1997
Appl. No.:
8/792981
Inventors:
Russell L. Goodson - Denver CO
Gary J. Colaizzi - Lakewood CO
Brian Masloff - Westminster CO
Joseph J. Feiler - Colorado CO
Assignee:
Goodson and Associates, Inc. - Lakewood CO
International Classification:
C04B 3810
US Classification:
106677
Abstract:
A cellular drainage structure is formed of a predetermined volume of a settable, water permeable, cellular concrete product. A concrete mix is formed of a uniformly graded aggregate in the size range from 1/16 inch to two inches and in a quantity corresponding to the predetermined volume; a cementitious component in the quantity range from 141 to 658 pounds per cubic yard of product; water in quantity sufficient to create a water-to-cement ratio in the approximate range from 0. 30 to 0. 55 and sufficient to wet the aggregate, establishing a cementitious-component-and-water matrix of determinable volume; a pre-formed surfactant foam, generated from an aqueous surfactant mixture at a dilution of from approximately 3 to 25 grams per liter of surfactant in water, wherein the pre-formed foam is in the density range of from 2. 0 to 3. 0 pcf, and the foam is added in the quantity range of 5% to 30% of the volume of the cementitious-component-and-water matrix. Finally, the mix includes an aqueous flocculent solution at a dilution of from five to thirty grams per liter of water and added to the mix in the quantity range of 54 to 2,394 grams per cubic yard of product.
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Brian P Masloff from Broomfield, CO, age ~64 Get Report