Microtunneling Bradshaw Company Maryland TUNNELING SPECIALISTS SINCE 1963      
 

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  499 - William & Mary Utilities

PROJECT TYPE

SUB TYPE

LOCATION

OWNER

GEOLOGY

DIMENSIONS
TBM Tunneling Pipe Jacking Williamsburg, VA College of Wiliam and Mary Soft Ground 1,200' x 60" Ø
SUMMARY: The project for the College of William and Mary involved the construction of twin 600' by 60" diameter runs. 48" ID RCP was jacked behind a 60" diameter Akkerman TBM. Ground conditions encountered on the job included clay with some wet sand layers. The tunnels were used for steam and chilled water lines. Complete Project Profile

  489 - 30th Avenue North Storm Water Improvements

PROJECT TYPE

SUB TYPE

LOCATION

OWNER

GEOLOGY

DIMENSIONS
TBM Tunneling Pipe Jacking St. Petersburg, FL City of St. Petersburg Soft Ground 147' x 89" Ø
SUMMARY: Bradshaw Construction installed 147' of 72" reinforced concrete pipe for a storm water system needing improvements. This was accomplished by direct jacking under a CSX Transportation Railroad at a depth of 10' below the existing grade. Bradshaw Construction worked closely with CSX to install dewatering, allowing for this type of cost-savings tunneling. The successful completion of this project... Complete Project Profile

  479 - Appalachian State Steam Tunnel

PROJECT TYPE

SUB TYPE

LOCATION

OWNER

GEOLOGY

DIMENSIONS
TBM Tunneling Pipe Jacking Boone, NC Appalachian State University Rock 220' x 101.5" Ø
SUMMARY: Bradshaw Construction Corporation successfully installed 220' of 84" RCP to act as a steam tunnel for the Appalachian State University. This was achieved by utilizing a 101.5" Lovat TBM capable of mining through hard rock conditions. The pipe was jacked directly behind the TBM. Soil conditions consisted of hard biotite gneiss rock. Complete Project Profile

  457 - Battery Park Trunk Sewer Tunnel

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SUB TYPE

LOCATION

OWNER

GEOLOGY

DIMENSIONS
TBM Tunneling Pipe Jacking Richmond, VA City of Richmond Soft Ground 1,000' x 60" Ø
SUMMARY: When Tropical Storm Ernesto hit the city of Richmond, VA, on August 31st, 2006, it caused the roof of an existing combined storm sewer to collapse, severely restricting the flow and flooding Battery Park with raw sewage. This emergency project was constructed by Bradshaw to bypass the damaged sewer. It consisted of a 3,400' main truck line tunnel excavated using a 144" diameter excavator shield... Complete Project Profile

  377 - North Central Hillsborough Inter-tie - Phase 2

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SUB TYPE

LOCATION

OWNER

GEOLOGY

DIMENSIONS
TBM Tunneling Pipe Jacking Tampa, FL Tampa Bay Water Authority Soft Ground 300' x 99" Ø
SUMMARY: Bradshaw Construction jacked 300' of 98" diameter steel casing behind a 99" diameter Lovat TBM. Ultimately, an 84" water main was installed. Complete Project Profile