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| Content | Date | Cost | Contractor Rank | Address | Contractor |
|---|---|---|---|---|---|
SCORE 72 41 L St Se, Washington, Dc 20003 Gsi plans to drill 4 soil test borings to confirm soil strength with a hollow-stem auger equipped with a split spoon sampler for the spt n-value tests down to a maximum depth of feet below existing grades. All borings will be drilled to the maximum depth or auger refusal whichever occurs first. The bore holes dimension will be 3. 25 inches and shall be grouted upon completion.  Date: August 20, 2014 Contractor: Samir Alqutri Geotechnical Solutions IncClient: Washington Metropolitan Area Transit Authority (wmata) | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1400402 | |||||
SCORE 72 1711 Florida Ave Nw, Washington, Dc 20009 Gsi plans to drill 4 soil test borings to confirm soil strength with a hollow-stem auger equipped with a split spoon sampler for the spt n-value tests down to a maximum depth of 15 feet below existing grades. All borings will be drilled to the maximum depth or auger refusal whichever occurs first. The bore holes dimension will be 3. 25 inches and shall be grouted upon completion. See our attached work plan. Date: May 7, 2014Contractor: Samir Alqutri Geotechnical Solutions IncClient: Tim Clarke - Kettler | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1400281 | |||||
SCORE 72 22 New York Ave Ne, Washington, Dc 20002 Gsi plans to drill 8 soil test borings to confirm soil strength with a hollow-stem auger equipped with a split spoon sampler for the spt n-value tests down to a maximum of feet below existing grades. All borings will be drilled to the maximum depth or auger refusal whichever occurs first. The bore holes dimension will be 3. 25 inches and shall be grouted upon completion. Mud rotary drilling will be utilized upon permanent casing installation to be determined at the time of investigation. Date: July 24, 2014Contractor: Samir Alqutri Geotechnical Solutions IncClient: Stanley Marks Ronald D. Paul Companies | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1400386 | |||||
SCORE 72 1 Florida Ave Ne, Washington, Dc 20002 Gsi plans to drill 5 soil test borings to confirm soil strength with a hollow-stem auger equipped with a split spoon sampler for the spt n-value tests down to a maximum of feet below existing grades. All borings will be drilled to the maximum depth or auger refusal whichever occurs first. The bore holes dimension will be 3. 25 inches and shall be grouted upon completion. Mud rotary drilling will be utilized upon permanent casing installation to be determined at the time of investigation. See attached work plan. Date: May 2, 2014Contractor: Samir Alqutri Geotechnical Solutions IncClient: Stanley Marks - Ronald D. Paul Companies | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1400280 | |||||
SCORE 72 3 Florida Ave Ne, Washington, Dc 20002 Gsi plans to drill five soil test borings to confirm soil strength with a hollow-stem auger equipped with a split spoon sampler for the spt n-value tests. Two soil test borings will be drilled to a maximum depth of feet and three will be drilled to a maximum depth of feet below existing grades. All boring will be drilled to the maximum depth or auger refusal whichever occurs first. The bore holes dimensions will be 3. 25 inches and shall be grouted upon completion. See attached work plan. Date: November 22, 2013Contractor: Samir Alqutri Geotechnical Solutions IncClient: Kevin Schaar Mrp Realty | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1400063 | |||||
SCORE 72 1101 Rhode Island Ave Nw, Washington, Dc 20005 Geotechnical solutions, inc. Is planning to perform a total of 4 soil borings with a hollow-stem auger equipped with a split spoon sampler for the standard penetration resistance test spt to a maximum depth of feet each. All borings will be drilled to the proposed maximum depth below existing grade or to auger refusal, whichever occurs first. Date: September 5, 2013Contractor: Samir Alqutri Geotechnical Solutions IncClient: C. Adam Stifel Cas Riegler Companies | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1300330 |
