Terracon Consultants Inc
Dba H C Nutting
CAGE Code: 3VNV0
NCAGE Code: 3VNV0
Status: Active
Type: Commercial Supplier
Dun & Bradstreet (DUNS): 625826321
Summary
Terracon Consultants Inc, Dba H C Nutting is an Active Commercial Supplier with the Cage Code 3VNV0 and is tracked by Dun & Bradstreet under DUNS Number 625826321..
Address
2105 Newpoint Pl
Ste 600
Lawrenceville GA 30043-5557
United States
Points of Contact
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Frequently Asked Questions (FAQ) for CAGE 3VNV0
- What is CAGE Code 3VNV0?
- 3VNV0 is the unique identifier used by NATO Organizations to reference the physical entity known as Terracon Consultants Inc Dba H C Nutting located at 2105 Newpoint Pl, Ste 600, Lawrenceville GA 30043-5557, United States.
- Who is CAGE Code 3VNV0?
- 3VNV0 refers to Terracon Consultants Inc Dba H C Nutting located at 2105 Newpoint Pl, Ste 600, Lawrenceville GA 30043-5557, United States.
- Where is CAGE Code 3VNV0 Located?
- CAGE Code 3VNV0 is located in Lawrenceville, GA, USA.
Contracting History for CAGE 3VNV0 Most Recent 25 Records
- 1630DC19P00001
- Atlanta Jcc - Geotechnical Engineering Services Building L (Soil Testing) Field Exploration: Based Upon The September 26 And October 3, 2018 Conference Calls, Although Fill Soils Placed During Construction Of Building L Extend Outside The Footpri
- 11 Oct 2019
- Atlanta Jcc - Geotechnical Engineering Services Building L (Soil Testing) Field Exploration: Based Upon The September 26 And October 3, 2018 Conference Calls, Although Fill Soils Placed During Construction Of Building L Extend Outside The Footpri
- Dol (Eta) Ofc Of Contract Mgmt
- Department Of Labor (Dol)
- $33,027.70
- Department Of Labor (Dol)
- 1630DC19P00001
- Atlanta Jcc - Geotechnical Engineering Services Building L (Soil Testing) Field Exploration: Based Upon The September 26 And October 3, 2018 Conference Calls, Although Fill Soils Placed During Construction Of Building L Extend Outside The Footprint Of The Building It Is Believed That The Upper Subgrade Soils Have Been Sufficiently Disturbed So As Not To Be Representative Of The Soils Directly Beneath The Slab. Therefore, Coring Or Saw Cutting The Slab Will Be Necessary To Test Near Surface Fill Soils. We Expect Testing At Three Locations Within The Building. Because Undisturbed Sampling Using Hand Auger Borings Is Limited To About 5 Feet, Three Mechanical Borings Advanced By A Drill Rig Will Be Performed Near The Southwest And Western Sides Of The Building To Sample Fills At Depth. We Note, Depending Upon The Findings Of Our Proposed Field Testing, Additional Evaluation May Be Warranted. We Will Extend The Mechanical Borings To An Approximate Depth Of 20 Feet Each, Or Shallower Refusal. Relatively Undisturbed Shelby Tube Samples Of Representative Soils Will Be Obtained For Laboratory Testing. These Tests Will Include Determination Of Unit Weight And Moisture Content, Which Will Be Used To Assess The In-Situ Degree Of Compaction. In Addition To Performing In-Place Density Tests By Drive-Ring And Nuclear Gage Methods Directly Beneath The Slab, A Soil Technician Will Also Run Comparative Field Density Tests Adjacent To The Exterior Soil Borings In The Vicinity Of Building L For The Purpose Of Correlating Soil Densities Between Undisturbed Sampling And In-Situ Tests. These Tests Will Be Taken At A Shallow Depth, Approximately Several Inches To One Foot Below Existing Grades. Bulk Samples Will Be Obtained Of The Tested Fill Soils So Laboratory Standard Proctor Curves Can Be Developed. Laboratory Testing Will Include: 4 Standard Proctor Tests 4 Atterberg Limits Tests 4 Grain Size Tests 16 Moisture Content Tests 16 Unit Weight Determinations From Undisturbed Samples Up To 2 Consolidation Tests, If Needed Tests Are To Be Scheduled The Week Of October 8, 2018. Time Is Of The Essences.
- 5 Apr 2019
- Atlanta Jcc - Geotechnical Engineering Services Building L (Soil Testing) Field Exploration: Based Upon The September 26 And October 3, 2018 Conference Calls, Although Fill Soils Placed During Construction Of Building L Extend Outside The Footprint Of The Building It Is Believed That The Upper Subgrade Soils Have Been Sufficiently Disturbed So As Not To Be Representative Of The Soils Directly Beneath The Slab. Therefore, Coring Or Saw Cutting The Slab Will Be Necessary To Test Near Surface Fill Soils. We Expect Testing At Three Locations Within The Building. Because Undisturbed Sampling Using Hand Auger Borings Is Limited To About 5 Feet, Three Mechanical Borings Advanced By A Drill Rig Will Be Performed Near The Southwest And Western Sides Of The Building To Sample Fills At Depth. We Note, Depending Upon The Findings Of Our Proposed Field Testing, Additional Evaluation May Be Warranted. We Will Extend The Mechanical Borings To An Approximate Depth Of 20 Feet Each, Or Shallower Refusal. Relatively Undisturbed Shelby Tube Samples Of Representative Soils Will Be Obtained For Laboratory Testing. These Tests Will Include Determination Of Unit Weight And Moisture Content, Which Will Be Used To Assess The In-Situ Degree Of Compaction. In Addition To Performing In-Place Density Tests By Drive-Ring And Nuclear Gage Methods Directly Beneath The Slab, A Soil Technician Will Also Run Comparative Field Density Tests Adjacent To The Exterior Soil Borings In The Vicinity Of Building L For The Purpose Of Correlating Soil Densities Between Undisturbed Sampling And In-Situ Tests. These Tests Will Be Taken At A Shallow Depth, Approximately Several Inches To One Foot Below Existing Grades. Bulk Samples Will Be Obtained Of The Tested Fill Soils So Laboratory Standard Proctor Curves Can Be Developed. Laboratory Testing Will Include: 4 Standard Proctor Tests 4 Atterberg Limits Tests 4 Grain Size Tests 16 Moisture Content Tests 16 Unit Weight Determinations From Undisturbed Samples Up To 2 Consolidation Tests, If Needed Tests Are To Be Scheduled The Week Of October 8, 2018. Time Is Of The Essences.
- Dol (Eta) Ofc Of Contract Mgmt
- Department Of Labor (Dol)
- $33,027.70
- Department Of Labor (Dol)
- 1630DC19P00001
- Atlanta Jcc - Geotechnical Engineering Services Building L (Soil Testing) Field Exploration: Based Upon The September 26 And October 3, 2018 Conference Calls, Although Fill Soils Placed During Construction Of Building L Extend Outside The Footprint Of The Building It Is Believed That The Upper Subgrade Soils Have Been Sufficiently Disturbed So As Not To Be Representative Of The Soils Directly Beneath The Slab. Therefore, Coring Or Saw Cutting The Slab Will Be Necessary To Test Near Surface Fill Soils. We Expect Testing At Three Locations Within The Building. Because Undisturbed Sampling Using Hand Auger Borings Is Limited To About 5 Feet, Three Mechanical Borings Advanced By A Drill Rig Will Be Performed Near The Southwest And Western Sides Of The Building To Sample Fills At Depth. We Note, Depending Upon The Findings Of Our Proposed Field Testing, Additional Evaluation May Be Warranted. We Will Extend The Mechanical Borings To An Approximate Depth Of 20 Feet Each, Or Shallower Refusal. Relatively Undisturbed Shelby Tube Samples Of Representative Soils Will Be Obtained For Laboratory Testing. These Tests Will Include Determination Of Unit Weight And Moisture Content, Which Will Be Used To Assess The In-Situ Degree Of Compaction. In Addition To Performing In-Place Density Tests By Drive-Ring And Nuclear Gage Methods Directly Beneath The Slab, A Soil Technician Will Also Run Comparative Field Density Tests Adjacent To The Exterior Soil Borings In The Vicinity Of Building L For The Purpose Of Correlating Soil Densities Between Undisturbed Sampling And In-Situ Tests. These Tests Will Be Taken At A Shallow Depth, Approximately Several Inches To One Foot Below Existing Grades. Bulk Samples Will Be Obtained Of The Tested Fill Soils So Laboratory Standard Proctor Curves Can Be Developed. Laboratory Testing Will Include: 4 Standard Proctor Tests 4 Atterberg Limits Tests 4 Grain Size Tests 16 Moisture Content Tests 16 Unit Weight Determinations From Undisturbed Samples Up To 2 Consolidation Tests, If Needed Tests Are To Be Scheduled The Week Of October 8, 2018. Time Is Of The Essences.
- 5 Oct 2018
- Atlanta Jcc - Geotechnical Engineering Services Building L (Soil Testing) Field Exploration: Based Upon The September 26 And October 3, 2018 Conference Calls, Although Fill Soils Placed During Construction Of Building L Extend Outside The Footprint Of The Building It Is Believed That The Upper Subgrade Soils Have Been Sufficiently Disturbed So As Not To Be Representative Of The Soils Directly Beneath The Slab. Therefore, Coring Or Saw Cutting The Slab Will Be Necessary To Test Near Surface Fill Soils. We Expect Testing At Three Locations Within The Building. Because Undisturbed Sampling Using Hand Auger Borings Is Limited To About 5 Feet, Three Mechanical Borings Advanced By A Drill Rig Will Be Performed Near The Southwest And Western Sides Of The Building To Sample Fills At Depth. We Note, Depending Upon The Findings Of Our Proposed Field Testing, Additional Evaluation May Be Warranted. We Will Extend The Mechanical Borings To An Approximate Depth Of 20 Feet Each, Or Shallower Refusal. Relatively Undisturbed Shelby Tube Samples Of Representative Soils Will Be Obtained For Laboratory Testing. These Tests Will Include Determination Of Unit Weight And Moisture Content, Which Will Be Used To Assess The In-Situ Degree Of Compaction. In Addition To Performing In-Place Density Tests By Drive-Ring And Nuclear Gage Methods Directly Beneath The Slab, A Soil Technician Will Also Run Comparative Field Density Tests Adjacent To The Exterior Soil Borings In The Vicinity Of Building L For The Purpose Of Correlating Soil Densities Between Undisturbed Sampling And In-Situ Tests. These Tests Will Be Taken At A Shallow Depth, Approximately Several Inches To One Foot Below Existing Grades. Bulk Samples Will Be Obtained Of The Tested Fill Soils So Laboratory Standard Proctor Curves Can Be Developed. Laboratory Testing Will Include: 4 Standard Proctor Tests 4 Atterberg Limits Tests 4 Grain Size Tests 16 Moisture Content Tests 16 Unit Weight Determinations From Undisturbed Samples Up To 2 Consolidation Tests, If Needed Tests Are To Be Scheduled The Week Of October 8, 2018. Time Is Of The Essences.
- Dol (Eta) Ofc Of Contract Mgmt
- Department Of Labor (Dol)
- $33,027.70
- Department Of Labor (Dol)