Content | Date | Cost | Contractor Rank | Address | Contractor |
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Temporary geotechnical soil borings number of borings: 3 depth of borings: ft drilling method: 3. 25 inch hollow stem auger hole diameter: 5 inches well abandonment procedure: tremie grouting with bentonite grout Date: October 24, 2014 Client: Bill Cummings Poc For Wmata, Mrp Realtycas Riegler | Applicant: Eoin Durcan Poc For Schnabel Engineering | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1400457 | |||||
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 Client: Washington Metropolitan Area Transit Authority (wmata) | Applicant: Samir Alqutri - Geotechnical Solutions, Inc. | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1400402 | |||||
SCORE 61 Due diligence investigation: installation of five 3-inch diameter geoprobe soil borings extending to depths of 25 feet below grade. Borings will be abandoned on the same day as drilling via tremigrout application of bentonite slurry consisting of two pounds of bentonite powder to one gallon of water. Date: April 30, 2015 Contractor: John Diehl C O Ecc Inc Client: Washington Metropolitan Area Transit Authority Co Mrp Realty | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1500258 | |||||
SCORE 72 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 Inc Client: Washington Metropolitan Area Transit Authority (wmata) | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1400402 | |||||
SCORE 76 Temporary geotechnical soil borings number of borings: 3 depth of borings: ft drilling method: 3. 25 inch hollow stem auger hole diameter: 5 inches well abandonment procedure: tremie grouting with bentonite grout Date: October 24, 2014 Contractor: Eoin Durcan Poc For Schnabel Engineering Client: Bill Cummings Poc For Wmata, Mrp Realty Cas Riegler | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1400457 | |||||
SCORE 72 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, Inc Client: Washington Metropolitan Area Transit Authority (wmata) | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1400402 | |||||
SCORE 61 Due diligence investigation: installation of five 3-inch diameter geoprobe soil borings extending to depths of 25 feet below grade. Borings will be abandoned on the same day as drilling via tremigrout application of bentonite slurry consisting of two pounds of bentonite powder to one gallon of water. Date: April 30, 2015 Contractor: John Diehl C O Ecc, Inc Client: Washington Metropolitan Area Transit Authority C O Mrp Realty | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1500258 |