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| Content | Date | Cost | Contractor Rank | Address | Contractor |
|---|---|---|---|---|---|
SCORE 84 Installing 4 test borings 401 block of new york ave n. E. The subject site is located within the right hand lane of the westbound new york avenue ne, in washington, dc between the intersections of 9th street ne and new york avenue ne. As part of the geotechnical investigation, we propose to drill a total of 4 soil borings to a depth of to 55 ft below the ground surface. The boring diameter will be 6. 25 inches, drilled by a hollow stem auger. The boring locations are shown in attachment figure 1 (indicated as b-1 through b-4). Soil boring drilling method: hollow stem augers the borings are advanced by turning an auger with a center opening of 3 ¼ inches. A plug device blocks off the center opening while augers are advanced. Cuttings are brought to the surface by the auger flights. Sampling is performed through the center opening in the hollow stem auger, by standard methods, after removal of the plug. Immediately upon completion, all of the borings will be groute Date: October 17, 2016 Contractor: Samuel ConnellyClient: Vhb Inc | Permit type: Excavation; bar & test boring | Permit status: Assigned | Expiration date: March 30, 2017 | |||||
SCORE 84 Excavation; bar & test boring Date: January 17, 2017 Contractor: Samuel ConnellyPermit status: 8 | Expiration date: March 23, 2017 | Permit id: Pa185273 | |||||
SCORE 84 Installing 4 test borings 401 block of new york ave n. E. The subject site is located within the right hand lane of the westbound new york avenue ne, in washington, dc between the intersections of 9th street ne and new york avenue ne. As part of the geotechnical investigation, we propose to drill a total of 4 soil borings to a depth of to 55 ft below the ground surface. The boring diameter will be 6. 25 inches, drilled by a hollow stem auger. The boring locations are shown in attachment figure 1 (indicated as b-1 through b-4). Soil boring drilling method: hollow stem augers the borings are advanced by turning an auger with a center opening of 3 ¼ inches. A plug device blocks off the center opening while augers are advanced. Cuttings are brought to the surface by the auger flights. Sampling is performed through the center opening in the hollow stem auger, by standard methods, after removal of the plug. Immediately upon completion, all of the borings will be groute Date: March 21, 2017 Contractor: Samuel ConnellyClient: Vhb Inc | Permit type: Excavation; bar & test boring | Permit status: Permit expired | Expiration date: May 22, 2017 | Permit id: Pa185273-R1 | |||||
SCORE 96 The exploration will consist of three (7) soil test borings at the approximate location shown on the test boring plan. The test boring will be drilled to planned maximum depths of feet using a truck or atv mounted drill rig and 3. 25-inch hollow stem augers which will drill a 6 inch outside diameter bore hole. Date: April 27, 2017 Contractor: Schnabel EngineeringPermit status: Issued | Expiration date: June 29, 2017 | Permit id: Pa203363 | |||||
SCORE 96 Installing 4 test borings 401 block of new york ave n. E. The subject site is located within the right hand lane of the westbound new york avenue ne, in washington, dc between the intersections of 9th street ne and new york avenue ne. As part of the geotechnical investigation, we propose to drill a total of 4 soil borings to a depth of to 55 ft below the ground surface. The boring diameter will be 6. 25 inches, drilled by a hollow stem auger. The boring locations are shown in attachment figure 1 (indicated as b-1 through b-4). Soil boring drilling method: hollow stem augers the borings are advanced by turning an auger with a center opening of 3 ¼ inches. A plug device blocks off the center opening while augers are advanced. Cuttings are brought to the surface by the auger flights. Sampling is performed through the center opening in the hollow stem auger, by standard methods, after removal of the plug. Immediately upon completion, all of the borings will be groute Date: January 17, 2017 Contractor: Schnabel EngineeringPermit status: Issued | Expiration date: March 23, 2017 | Permit id: Pa185273 | |||||
SCORE 91 The exploration will consist of three (7) soil test borings at the approximate location shown on the test boring plan. The test boring will be drilled to planned maximum depths of feet using a truck or atv mounted drill rig and 3. 25-inch hollow stem augers which will drill a 6 inch outside diameter bore hole. Date: April 27, 2017 Contractor: Sam ConnellyClient: Vhb Inc | Permit type: Excavation; bar & test boring | Permit status: Issued | Expiration date: June 29, 2017 | Permit id: Pa203363 | |||||
SCORE 96 Construction staging area Date: May 2, 2017 Contractor: Schnabel EngineeringPermit status: Permit expired | Expiration date: June 29, 2017 | Permit id: Pa10397598 |