NYSDOT, NYCDOT, NJDOT, Port Authority of New York and New Jersey, FAA, State agencies, local municipalities, all have requirements for testing of Asphalt. A properly placed and monitored asphalt pavement ensures longevity of installed surface.
NYSDOT, NYCDOT, NJDOT, Port Authority of New York and New Jersey, FAA, State agencies, local municipalities, all have requirements for testing of Asphalt. A properly placed and monitored asphalt pavement ensures longevity of installed surface.
Code Considerations
Geotechnical References
Perform or monitor subsurface investigations such as borings and test pits. Provide engineering reports that comply with NYCBC 1803.6 for the design professional’s use for the design of foundation work. Furnish a completed NYCBC TR4 technical report (or other as required by local building agency).
Sampling of soils via standard penetration test (SPT) or split barrel.
Sampling of soils via thin walled-tube for geotechnical evaluation.
Determine flow of groundwater through soils by performing a soil percolation test or a double ring-infiltrometer test if required by the design professional.
Testing the quality of in-place soils by performing an in-situ California bearing ratio (CBR) test. This is the most commonly requested test by the design professional for the evaluation and design of flexible pavement components such as base and subbase courses.
Monitor pile installation and record results to comply with local codes. Furnish a completed NYCBC TR5 technical report.
Monitor helical pile installations and providea NYCBC TR5H technical report.
Inspection of the methods employed to protect the sides of an excavation (e.g. sheeting, shoring and bracing). To avoid settlement of an existing adjacent structure due to the presence of an excavation area, the contractor must not remove any lateral support from the existing structure. A plan is to be submitted by the contractor, signed by a Professional Engineer, and AEIS will inspect to verify the submitted plan is followed to avoid damage to existing structure.
Underpinning may be required as part of as part of the excavation process. AEIS engineers will ensure the underpinning system is installed as designed.
Determination of in-place density and moisture content of soils & soil aggregates by nuclear methods (shallow depth).
Typical Geotechnical references in project specifications:
Perform or monitor subsurface investigations such as borings and test pits. Provide engineering reports that comply with NYCBC 1803.6 for the design professional’s use for the design of foundation work. Furnish a completed NYCBC TR4 technical report (or other as required by local building agency).
Sampling of soils via standard penetration test (SPT) or split barrel.
Sampling of soils via thin walled-tube for geotechnical evaluation.
Determine flow of groundwater through soils by performing a soil percolation test or a double ring-infiltrometer test if required by the design professional.
Code Considerations
Geotechnical References
Perform or monitor subsurface investigations such as borings and test pits. Provide engineering reports that comply with NYCBC 1803.6 for the design professional’s use for the design of foundation work. Furnish a completed NYCBC TR4 technical report (or other as required by local building agency).
Sampling of soils via standard penetration test (SPT) or split barrel.
Sampling of soils via thin walled-tube for geotechnical evaluation.
Determine flow of groundwater through soils by performing a soil percolation test or a double ring-infiltrometer test if required by the design professional.
Testing the quality of in-place soils by performing an in-situ California bearing ratio (CBR) test. This is the most commonly requested test by the design professional for the evaluation and design of flexible pavement components such as base and subbase courses.
Monitor pile installation and record results to comply with local codes. Furnish a completed NYCBC TR5 technical report.
Monitor helical pile installations and providea NYCBC TR5H technical report.
Inspection of the methods employed to protect the sides of an excavation (e.g. sheeting, shoring and bracing). To avoid settlement of an existing adjacent structure due to the presence of an excavation area, the contractor must not remove any lateral support from the existing structure. A plan is to be submitted by the contractor, signed by a Professional Engineer, and AEIS will inspect to verify the submitted plan is followed to avoid damage to existing structure.
Underpinning may be required as part of as part of the excavation process. AEIS engineers will ensure the underpinning system is installed as designed.
Determination of in-place density and moisture content of soils & soil aggregates by nuclear methods (shallow depth).
Typical Geotechnical references in project specifications:
Perform or monitor subsurface investigations such as borings and test pits. Provide engineering reports that comply with NYCBC 1803.6 for the design professional’s use for the design of foundation work. Furnish a completed NYCBC TR4 technical report (or other as required by local building agency).
Sampling of soils via standard penetration test (SPT) or split barrel.
Sampling of soils via thin walled-tube for geotechnical evaluation.
Determine flow of groundwater through soils by performing a soil percolation test or a double ring-infiltrometer test if required by the design professional.
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