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| Content | Date | Cost | Contractor Rank | Address | Contractor |
|---|---|---|---|---|---|
SCORE 76 44 Newark St Nw, Washington, Dc 20016 Gsi plans to drill three soil 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 each. All borings will be drilled to the maximum depth or auger refusal whichever occurs first. The boreholes dimension will be 3. 25 inches and shall be grouted immediately following completion.  Date: May 29, 2014 Contractor: Geotechnical Solutions IncClient: Dcps | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1400313 | |||||
SCORE 76 732 15th St Se, Washington, Dc 20003 Geotechnical solutions, inc. Is planning to perform a total of 3 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 35 feet each. All borings will be drilled to the proposed maximum depth below existing grade or to auger refusal, whichever occurs first. Date: August 22, 2013Contractor: Geotechnical Solutions IncClient: Edco, Llc | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1300319 | |||||
SCORE 76 415 14th St Se, Washington, Dc 20003 Gsi plans to drill 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: June 27, 2013Contractor: Geotechnical Solutions IncClient: Safeway Eastern Division, Inc. | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1300268 | |||||
SCORE 76 616 H St Ne, Washington, Dc 20002 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 1 each 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 attached work plan. Date: August 7, 2013Contractor: Geotechnical Solutions IncClient: Usl Wdc H Street Llc | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1300304 | |||||
SCORE 76 3825 Georgia Ave Nw, Washington, Dc 20011 Geotechnical solutions, inc plans to drill 4 soil test borings to confirm soil strength with a hollow-stem auger equipped with a aplit spoon sampler for the spt n-value tests, down to a maximum depth of 25 feet below existing grades. All borings will be drilled tot he mazimum depth or auger refusal whichever occurs first. The bore holes dimention will be 3. 25 inches and shall be grouted upon completion. Date: January 31, 2013Contractor: Geotechnical Solutions IncPermit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1300120 | |||||
SCORE 76 401 15th St Se, Washington, Dc 20003 Gsi plans to drill 2 soil test borings to confirm soil strength with a hollow stem auger equipped with a split spoon sampler for the spt n-value test down to a maximum depth of 65 feet below existing grades. All borings will be drilled to the maximum depth or auger refusal whichever occurs first. The bore hole dimension will be 3. 25 inches and shall be grouted upon completion. Date: October 16, 2012Contractor: Geotechnical Solutions IncClient: Goodeon, Llc | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1300018 |
