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Tel:
(250) 756-0355
Fax:
(250) 756-3831
Email
Lewkowich Engineering
Associates, Ltd.
Suite A-2569 Kenworth Road
Nanaimo, BC
V9R 3M4
North Island Division:
Lewkowich Engineering Associates Ltd.
2351B Rosewall Cres,
Courtenay, BC
V9N 8R9
Tel:
(250) 334-0384
Fax:
(250) 334-9601
Payment
Forms Accepted:
Cheques, Purchase Orders, VISA, MasterCard
Business
Hours:
8:30 am to 5:00pm
Mon - Fri
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Services
Geotechnical
soils investigation
LEA has the capabilities of conducting
geotechnical evaluations for the following:
- Building foundations
- Roads and highways
- Subdivision soils assessments
LEA utilizes various methods to investigate
subsoils for foundation bearing characteristics
Use of backhoe or excavator
This is our most preferred method of
investigating subgrade soils. It offers the following advantages:
Advantages
- Relatively low cost
- Useful when accessing remote sites or sites
with poor access characteristics
- Ability to closely assess near surface soil
characteristics
- Availability of machines is quite high
Disadvantages
- Useful only with upper 5 to 6m
- Incapable of performing soil characteristics
testing such as Standard Penetration Testing, Shelby Tube extraction or
shear vane testing.
- Generally used for small-scale investigations
or preliminary assessments.
Auger drilling rig

Useful in deeper soils investigations in soils
above glacial till or bedrock, particularly normal consolidated clays
or silts.
Advantages
- Capable of performing various field tests
such as Standard Penetration Testing, Shelby Tube extraction or shear
vane testing.
- Causes less disruption to the ground surface
- Ability to assess sub-surface soil
characteristics qualitatively
- Used for installation of piezometers, slope
indicators and other monitoring devices
Disadvantages
- Useful only within upper 15m
- Relatively high cost
- Availability of machines is quite low
- Not useful in harder materials such as
glacial till or rock
Air track drilling rig
Advantages
- In combination with piezocone can provide
very accurate assessments of soft clay deposits
- Rigs can be utilized for rock-coring
Disadvantages
- Availability of rigs can be a problem
- More time-consuming and potentially expensive
Becker Hammer Rig
Advantages
- Can penetrate very dense soils for very deep
investigations
- Useful for larger scale projects such as
dams, industrial installations and deep foundations.
- Rig is useful to assess piling
characteristics
Disadvantages
- High mobilization and operating costs
Soils are highly disturbed during penetration
Sonic Drilling
Uses high frequency vibration and rotation
Advantages
- Can provide a continuous "core" of soil from
surface to significant depths
- Useful in penetrating very dense till and
bedrock deposits
Disadvantages
- High mobilization and operating costs
- Soils are highly disturbed during penetration
Mud Rotary
Uses tri-cone and mud to maintain test hole
sidewalls.
Advantages
- Useful in soft or sloughing deposits
- Can be used to effectively drill through very
dense deposits
- Rigs can be utilized for rock-coring
Disadvantages
- Site investigations can be messy
- High mobilization costs
Foundation
inspection and remediation
Upon completion of our geotechnical
investigation and when construction commences, it is generally deemed
necessary to inspect soils for conformance to our soils report
As can often occur, soils found in drill-holes
or test pits may differ from those found during subsequent
investigations. LEA should assess sub grade soil conditions during
construction to ensure that recommendations provided in the report
reflect the actual site conditions. Generally LGE should assess soil
characteristics when foundations are being prepared. In the case of
strip or pad footings, this should be conducted prior to pouring of
footings. In the case of deep foundations, LEA should be on-site during
pile installation.
Foundation
design
Shallow foundation design.
Includes soil-bearing capacity for strip or pad
footings.
If grade changes are necessary, LEA can call
upon their extensive site experience to determine the most cost
effective method of raising site grades, whether by placement of
structural fill, raised foundations or piles.
Deep
foundation design
LEA has extensive experience in deep pile
foundation design. These include timber pile, pre-stressed concrete,
steel pipe, driving shoe, H-pile.
Groundwater/site
drainage assessment and remediation
LEA can provide recommendations and monitor
short-term or long-term site drainage considerations. Vancouver Island
has unique wet weather patterns that result in the need for specific
and innovative site drainage considerations.
Capabilities include:
- Footing drainage
- Sub-slab drainage
- Slope drainage
- French drain design and installation
- Temporary construction drainage
- Deep wick-drain installation and monitoring
Setback
determinations
- LEA can provide recommendations for setbacks
for government Legislation requirements
- LEA can provide recommendations for
determination of "natural grade"
Geotechnical
hazard assessments
- LEA can provide recommendations for slope
failure remediation and shoring
- LEA can assess foundation failures and
structure failures. These include failures as the result of poor
construction, soil bearing failures and settlement.
- LEA can provide recommendations for earthquake
preparedness and foundation upgrading.
Slope
stability analysis
- LEA utilizes various methods for assessing the
stability of slopes. These include site survey, field evaluation,
air-photo interpretation, topographical studies and weather studies.
- LEA can assess rock, soil or retained earth
slopes.
Retaining
wall design - providing proven and cost-effective designs
- LEA has extensive experience in the design and
construction monitoring of reinforced, modular block structures, which
enables us to provide substantial cost savings in building retaining
walls. Our awareness of construction efficiencies and materials
selection has often resulted in cost savings to the contractor of more
than twice the engineering costs.
Soil
classification, grain size analysis, moisture density (proctor) and
other engineering properties testing
- LEA can conduct various geotechnical laboratory
testing including (but not limited to) Atterberg limit testing,
gradation testing (mechanical and hydrometer) soil permeability testing.
- In addition, through various partnering
agreements with other larger geotechnical engineering firms, we can
also provide dynamic shear analysis testing, consolidation testing,
triaxial testing and other specialized testing.
Concrete
testing
- CSA Certified Concrete Testing
- Field and laboratory concrete testing
capabilities.
- Certified to Category 0 with the Canadian
Standards Association
- Capabilities to conduct mix designs, aggregates
analysis, specialized concrete mixes and admixtures
- Concrete mix design reviews and consulting
- Concrete coring for compressive strength, voids
analysis and corrosion detection
- Reinforcing steel inspection and anchor bolt
testing
Soil
compaction testing
- Nuclear densometer compaction testing
capabilities
- Sand Cone and balloon testing
- Large volumetrics such as sand and water
replacement testing
Gradation analysis
- Routine metric and standard sieve series
- Field gradation crusher monitoring and testing
to MOTH Standards
Asphalt concrete testing
- Full asphalt Marshall testing using either burn
off oven, centrifuge or reflux extraction methods
- Asphalt plant calibration capabilities
- Asphalt coring for thickness and density
determinations
- Asphalt mix design
- Recycled asphalt mix assessment and monitoring
- Pavement management systems setup and
maintenance
Benkelman beam testing
- Two Benkelman beams for roadway or road
structure deflection testing.
Class
1
Certified with the BC On-Site Sewage Association
(BCOSSA) for on-site sewage disposal system design.
Class
2 Engineered
With new pending Legislation slated to take
effect in April of 2005, LEA is fully prepared to assume the
requirements of the BC Ministry of Health in the design of on-site
sewage disposal systems with flows up to 5000 Igal per day. (Subject to
final certification)
Class
3 Tertiary
This would include non-engineered Class 1
systems to engineered Class 3 Tertiary systems.
Subdivision assessments and approvals
LEA is fully familiar with the Vancouver Island
Subdivision Assessment Standards of the Ministry of Health. LEA has
extensive experience in the determination of suitable septic covenant
sizes and locations. LGE has an excellent working relationship with the
various regulatory authorities such as Ministry of Transportation
(MoT), Regional Districts and municipalities.
Site
feasibility
In addition, LEA has experience in determining
the drainage characteristics of a site using septic field evaluation
techniques.
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