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Martin D Cherrington

from Fair Oaks, CA
Age ~88

Martin Cherrington Phones & Addresses

  • 8600 Emperor Dr, Fair Oaks, CA 95628
  • Sacramento, CA
  • Jackson, MS
  • El Dorado Hills, CA

Resumes

Resumes

Martin Cherrington Photo 1

President

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Location:
Fair Oaks, CA
Industry:
Construction
Work:
Private
Hdd Consultant

Cherrington Corporation
President
Martin Cherrington Photo 2

Hdd And Hdd-Fr Consultant

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Location:
Fair Oaks, CA
Work:

Hdd and Hdd-Fr Consultant

Business Records

Name / Title
Company / Classification
Phones & Addresses
Martin D. Cherrington
Principal
Titan Contractors
Trade Contractor
3445 American Riv Dr, Sacramento, CA 95864
Martin Cherrington
President, Director, President, President Finance Executive Marketing Executive Sales Executive
CHERRINGTON CORPORATION
7398 San Joaquin St, Sacramento, CA 95820
(916) 457-3040, (916) 457-5902
Martin Cherrington
CHERRINGTON CORPORATION
425 W Capitol Ave SUITE 1700, Little Rock, AR 72201
7398 San Joaquin St, Sacramento, CA
Martin D. Cherrington
President
TIQUIP, INC
PO Box 254847, Sacramento, CA 95865
Martin Cherrington
President
TITAN WESTERN CORPORATION
PO Box 254847, Sacramento, CA 95865
Martin Cherrington
President
TIDRIL CORPORATION
PO Box 254847, Sacramento, CA 95865

Publications

Us Patents

Apparatus And Process For Drilling Casing With Environmentally Contained Mud Annulus

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US Patent:
6851490, Feb 8, 2005
Filed:
Jun 12, 2003
Appl. No.:
10/461658
Inventors:
Martin Cherrington - Fair Oaks CA, US
International Classification:
E21B007/04
US Classification:
175 61, 175171, 175 26
Abstract:
A large diameter bore—in the range of 30 inches or more—is made through a geologic formation, such as the active surf zone and into the maritime zone. The drill head is provided with a mud powered motor (typically of the Moyno variety) which drives a hydraulic pump connected to a plurality of closed loop hydraulic circuits remotely controlled through electrical connection along the large diameter bore. One hydraulic circuit powers the rotating drill head; a second hydraulic circuit powers a mud and tailings evacuation pump; and a third hydraulic circuit articulates the drill head to provide direction. Mud exhausted from the mud motor is exhausted to the cutting head of the drill and evacuated along with dislodged cuttings through a pump in the drill head. The pump is individually controlled to pump at a rate, which assures a slight negative pressure in the required annulus about the drilled conduit, thus assuring that any leakage is from the surrounding soil into the annulus.

Method And Apparatus For Forcing A Pipeline Into Or Out Of A Borehole

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US Patent:
8628273, Jan 14, 2014
Filed:
Jul 27, 2012
Appl. No.:
13/560975
Inventors:
Martin Cherrington - Fair Oaks CA, US
International Classification:
F16L 1/028
US Classification:
405184, 254 29 R
Abstract:
A pipe thrusting apparatus for inserting and removing a pipe from a borehole, comprising a collar configured to releasably grip the pipe; a support frame having at least one anchor securable to the ground; and a bi-directional driver coupled between the collar and the support frame, the driver configured to drive the collar toward and away from the borehole to insert and remove the pipe from the borehole.

Method And Portable Apparatus For Forcing A Pipeline Into Or Out Of A Borehole

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US Patent:
20130028665, Jan 31, 2013
Filed:
Jul 30, 2012
Appl. No.:
13/562247
Inventors:
Martin Cherrington - Fair Oaks CA, US
International Classification:
F16L 1/028
US Classification:
405184
Abstract:
A portable pipe thrusting apparatus for inserting and removing a pipe from a borehole, comprising a collar configured to releasably grip the pipe; and a bi-directional driver coupled between the collar and the support frame, the driver configured to drive the collar toward and away from the borehole, to insert and remove the pipe from the borehole, wherein the support frame is portable and is transportable by a truck to the drilling site.

Method And Apparatus For Installing Pipe In Horizontal Borehole

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US Patent:
54565529, Oct 10, 1995
Filed:
May 27, 1993
Appl. No.:
8/068207
Inventors:
Martin D. Cherrington - Fair Oaks CA
International Classification:
F16L 1028
US Classification:
405184
Abstract:
Apparatus is provided for installing a pipeline in borehole comprising a pulling pipe drawn by a drill string and an articulating joint coupling the pulling pipe to the pipeline. The articulating joint allows an angle to be formed between the pulling pipe and the pipeline. A reamer is used to clear the borehole as the pipeline is installed. The reamer includes a plurality of radially-oriented nozzles for directing fluid away from the stem of the reamer in order to clean the teeth of the reamer without directing the cuttings and other debris toward areas in which accumulation is likely to occur. Deflecting nozzles prevent the outermost radially-oriented nozzles from overcutting the borehole.

Gravel-Packed Pipeline And Method And Apparatus For Installation Thereof

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US Patent:
52096050, May 11, 1993
Filed:
Nov 8, 1991
Appl. No.:
7/789272
Inventors:
Martin D. Cherrington - Fair Oaks CA
Assignee:
EVI Cherrington Enviromental, Inc. - Houston TX
International Classification:
F16L 1028
US Classification:
405184
Abstract:
A gravel-packed pipeline is formed by inserting a liner pipe having a porous pipe contained therein. A conveyor pipe is attached to the liner pipe for conveying filtering material such as gravel. After positioning the liner pipe, the end of the porous pipe is pushed out and anchored. The liner is removed while the filtering material is conveyed to the hole.

Method And Apparatus For Enlarging An Underground Path

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US Patent:
53517644, Oct 4, 1994
Filed:
Jan 10, 1992
Appl. No.:
7/819458
Inventors:
Martin D. Cherrington - Fair Oaks CA
Assignee:
Cherrington Corporation - Sacramento CA
International Classification:
E21D 300
US Classification:
175 53
Abstract:
A method and apparatus for enlarging an inverted arcuate underground path between two surface locations is disclosed, where the cuttings from the enlarging are removed. After the drilling of a pilot borehole, and possibly after some reaming operations, a reamer and hole cleaner are pulled through the path, with the reamer rotating as the drill string in the path rotates. The rotation of the drill string also powers a positive displacement pump inside of the hole cleaner, which pumps fluid and entrained cuttings to the surface behind the hole cleaner. Fluid may also be pumped into the reamer from behind the hole cleaner, preferably by way of an inlet pipe which surrounds the outlet from the pump. The hole cleaner includes an agitator, also powered by the rotation of the drill string, which agitates the fluid and cuttings while the drill string is rotated but is not being pulled to the surface. Pressure control may be maintained either by monitoring the fluid in and out of the path together with the volume of the cuttings, or by direct monitoring of the pressure at the reamer.

Drilling Method And Apparatus For Large Diameter Pipe

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US Patent:
42215030, Sep 9, 1980
Filed:
Dec 15, 1977
Appl. No.:
5/860935
Inventors:
Martin D. Cherrington - Carmichael CA
International Classification:
F16L 102
US Classification:
405184
Abstract:
A method and apparatus is disclosed for installing a large diameter pipe--in the range of 30 inches diameter--for spanning an obstacle, such as a river, along an invert arcuate underground path. An inclined drill rig, having a mud supply system and power pod, includes an angularly inclined ramp and driven car for crowding, without rotation, a pipe either pre-bent to a preselected and constant radius of curvature or a straight pipe into the ground. The pipe at its head includes an articulated drill head, which by appropriate articulation, assures placement of the pipe along a radius of curvature equal to the pre-bent radius of curvature of the pipe. The articulated drilling head includes a hydraulic system for articulating and driving the cutting head and pumping mud and tailing from the pipe path. Two discrete mud systems are used. The first mud system is utilized to entrain and carry away cuttings.

Apparatus And Method For Forming An Enlarged Underground Arcuate Bore And Installing A Conduit Therein

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US Patent:
RE337935, Jan 14, 1992
Filed:
Jul 14, 1989
Appl. No.:
7/384775
Inventors:
Martin D. Cherrington - Fair Oaks CA
William D. Cherrington - Citrus Heights CA
Assignee:
Cherrington Corporation - Sacramento CA
International Classification:
E21B 704
E21B 708
US Classification:
175 61
Abstract:
An apparatus and method for drilling a pilot bore hole (B) along an underground arcuate path (P) between two surface locations (O, E). The pilot bore hole (B) is drilled in one direction with a drill string (10) having a leading pipe section (10A) of a reduced diameter to provide increased flexibility. Upon completion of the pilot bore hole (B), a reamer (48) connected to a product conduit (46) is connected to the drill string (10). Drill string (10) pulls the reamer (48) and product conduit (46) along the pilot bore hole (B) in an opposite direction for enlarging the bore hole (B) to receive the product conduit (46). A spud bit (34) has a flat or blunt leading end portion (34A) with a discharge opening (34D) therein to discharge high velocity drilling fluid into the formation at a location offset from the longitudinal axis of the drill string (10) to assist in guiding the drill string (10). An in-hole hydraulic motor (70) is provided in an embodiment (FIG. 7) for rotating the drill bit (78), and the longitudinal axis of a drive shaft (74) for the drill bit (78) is offset from the longitudinal axis of the drill pipe string (10) to assist in a deviation of the drill bit (78).
Martin D Cherrington from Fair Oaks, CA, age ~88 Get Report