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ÐÓ°ÉÔ­°æ - engineering - construction
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About Layne Geoconstruction

  Companies  

Layne Geoconstruction

Address:
60 Fireworks Circle
City, state:
Bridgewater, MA
Postal code:
02324 show map
Country:
United States
Phone:
(508) 588-8889
Fax:
(508) 588-8989
URL:
https://www.laynegeo.com
Email:
jjbeanlaynegeo.com
 

Layne GeoÐÓ°ÉÔ­°æ, is a singularly qualified specialty foundation construction company, offering a wide array of service capabilities. A commitment to solution-driven innovation positions Layne GeoÐÓ°ÉÔ­°æ as a leader in jet grouting, drilled micropiles, vibratory ground improvement, and construction drilling, grouting and anchor technologies. Layne GeoÐÓ°ÉÔ­°æ reflects the effective partnering of the experienced, equipped and committed employees of the specialty construction and manufacturing divisions. Many technologies that have become industry standards were pioneered by Layne GeoÐÓ°ÉÔ­°æ and its predecessor companies. From design through construction, Layne GeoÐÓ°ÉÔ­°æ has unparalleled expertise and geographical reach.

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(02250) Shoring and Underpinning
(02260) Excavation Support and Protection
(02315) Excavation and Fill
(02330) Embankment
(02335) Subgrade and Roadbed
(02340) Soil Stabilization
(02370) Erosion and Sedimentation Control
(02430) Tunnel Grouting
(02465) Bored Pile
(02475) Caisson
(03 - 16 Div.) Concrete
(03600) Grout
(00 31 32.23) Geotechnical Monitoring Information
(03 60 00) Grouting
(03 61 13) Dry-Pack Grouting
(03 62 00) Non-Shrink Grouting
(03 62 13) Non-Metallic Non-Shrink Grouting
(03 62 16) Metallic Non-Shrink Grouting
(31 01 63) Maintenance of Bored and Augered Piles
(31 01 63.61) Bored and Augered Pile Repairs
(31 08 13) Pile Load Testing
(31 08 13.13) Dynamic Pile Load Testing
(31 08 13.16) Static Pile Load Testing
(31 09 16) Foundation Performance Instrumentation
(31 22 16.13) Roadway Subgrade Reshaping
(31 23 16) Excavation
(31 23 16.13) Trenching
(31 23 23) Fill
(31 23 23.13) Backfill
(31 23 23.23) Compaction
(31 24 00) Embankments
(31 24 13) Roadway Embankments
(31 24 16) Railway Embankments
(31 32 19) Geosynthetic Soil Stabilization and Layer Separation
(31 32 19.16) Geotextile Soil Stabilization
(31 32 19.23) Geotextile Layer Separation
(31 32 23) Pressure Grouting Soil Stabilization
(31 32 23.13) Cementitious Pressure Grouting Soil Stabilization
(31 32 23.16) Chemical Pressure Grouting Soil Stabilization
(31 33 13) Rock Bolting and Grouting
(31 34 00) Soil Reinforcement		  (31 35 23) Slope Protection with Slope Paving
(31 41 00) Shoring
(31 41 16) Sheet Piling
(31 43 13) Pressure Grouting
(31 43 16) Compaction Grouting
(31 45 00) Vibroflotation and Densification
(31 46 00) Needle Beams
(31 48 33) Micropile Underpinning
(31 50 00) Excavation Support and Protection
(31 51 00) Anchor Tiebacks
(31 51 13) Excavation Soil Anchors
(31 51 16) Excavation Rock Anchors
(31 52 00) Cofferdams
(31 53 00) Cribbing and Walers
(31 54 00) Ground Freezing
(31 56 00) Slurry Walls
(31 63 13) Bored and Augered Test Piles
(31 63 16) Auger Cast Grout Piles
(31 63 19) Bored and Socketed Piles
(31 63 23) Bored Concrete Piles
(31 63 23.13) Bored and Belled Concrete Piles
(31 63 23.16) Bored Friction Concrete Piles
(31 63 26) Drilled Caissons
(31 63 26.13) Fixed End Caisson Piles
(31 63 29) Drilled Concrete Piers and Shafts
(31 63 29.13) Uncased Drilled Concrete Piers
(31 63 33) Drilled Micropiles
(31 64 00) Caissons
(31 64 13) Box Caissons
(31 64 16) Excavated Caissons
(31 64 19) Floating Caissons
(31 64 23) Open Caissons
(31 64 26) Pneumatic Caissons
(31 64 29) Sheeted Caissons
(31 73 00) Tunnel Grouting
(31 73 13) Cement Tunnel Grouting
(31 73 16) Chemical Tunnel Grouting
(32 11 13.13) Lime-Treated Subgrades
(32 11 13.16) Bituminous-Treated Subgrades
(35 73 13) Earth Embankment Dam

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