ADAM STROHBECK GEOTECHNICAL SOLUTIONS INC

3 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 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. See our attached work plan.

1339 E St Se, Washington, Dc 20003
Gsi plans to drill 6 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 boreholes dimensions will be 3. 25 inches and shall be grouted upon completion.

3 Morse St Ne, Washington, Dc 20002
Gsi plans to drill 6 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.

5 Morse St 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 depth of feet below existing grades. All borings will be drilled to the maximum depth or auger refusal whichever occurs first. The boreholes dimensions will be 3. 25 inches and shall be grouted upon completion.

1325 D St Se, Washington, Dc 20003
Gsi plans to drill 12 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 25 feet below existing grades. All borings will be drilled to the maximum depth or auger refusal whichever occurs first. The boreholes dimensions will be 3. 25 inches and shall be grouted upon completion.

18 Half St Sw, Washington, Dc 20024
Gsi plans to drill 6 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 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 attached work plan.

3552 East Capitol St Ne, Washington, Dc 20019
Gsi plans to drill 9 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 boreholes dimensions will be 3. 25 inches and shall be grouted upon completion.

35 14th St Nw, Washington, Dc 20010
Gsi plans to drill 3 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 45 feet below existing grades. All borings will be drilled to the maximum depth or auger refusal whichever occurs first. The boreholes dimensions will be 3. 25 inches and shall be grouted upon completion.

13 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 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 attached work plan.

901 4th St Nw, Washington, Dc 20001
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 depth of feet below existing grades. 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 upon completion. See attached work plan.

82 P St Nw, Washington, Dc 20001
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 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 boreholes dimension will be 3. 25 inches and shall be grouted upon completion. See attached work plan.

16 Maryland Ave Ne, Washington, Dc 20002
Gsi plans to drill 9 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 boreholes dimension will be 4. 25 inches and shall be grouted upon completion. See attached work plan.

6833 4th St Nw, Washington, Dc 20012
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 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 boreholes dimension will be 3. 25 inches and shall be grouted upon completion. See attached work plan.

3 Morse St 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 depth of feet below existing grades. 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 upon completion. See attached work plan.

12 Varnum St Ne, Washington, Dc 20017
Gsi plans to drill 12 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 boreholes dimension will be 3. 25 inches and shall be grouted upon completion. See attached work plan.

315 H St Ne, Washington, Dc 20002
Gsi plans to drill 3 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 65 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.

1405 Brentwood Pkwy 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 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.

965 Florida Ave Nw, Washington, Dc 20001
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 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. See attached work plan. Mud rotary drilling will be utilized upon permanent casing installation to be determined at the time of investigation.

4 K St Nw, Washington, Dc 20001
Gsi plans to drill 12 soil test borings to confirm soil strength with a hollow-stem auger equipped with a split spoon sampler for the spt n-value tests. All soil test borings will be drilled 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 dimensions will be 3. 25 inches and shall be grouted upon completion. See attached work plan.