24.168 NOAA OMAO Bulkhead Pile Driving Summary Table 07.22.24 to 07.26.24.pdf
PDF 9 MB Posted
- Attached to
- Design-Bid-Build, USCG Offshore Patrol Cutters (OPC) Homeport Pier, Naval Station Newport, Newport RI
- Solicitation number
- N4008526R0001
About this file
This document is a Pile Driving Summary and Log prepared by Geosciences Testing and Research, Inc. (GTR) for a construction project at the Newport Naval Station in Newport, Rhode Island.
The project involved the driving of steel 18-inch open-ended pipe piles for the NOAA OMAO (National Oceanic and Atmospheric Administration, Office of Marine and Aviation Operations) client, with Skanska serving as the contractor and J. Roth as the GTR representative. The work was performed on bulkhead piles between July 24-26, 2024 (Job #24.168). The piles utilized an ICE D-50 single-acting diesel hammer with a rated energy of 33.5 kips, ram weight of 11,355 lbs, and maximum stroke of 52 bpm. All eleven bulkhead piles (BH68 through BH78) were driven to a depth of 60 feet with final tip elevations of -43.25 feet, cut-off elevations of 16.50 feet, and top elevations of 53.50 feet. The blow counts for the final foot ranged from 34 to 60 blows, with end-of-drive strokes ranging from 9.5 to 11.5 feet. Each individual pile driving log provides detailed blow-by-blow records of the driving sequence, with depth measurements in feet and corresponding blow counts. All elevations referenced in the documentation are based on NAVD 88 datum.
View the file
Other files
Show 40 more
Latest 50 of 90 listed here. See the rest on GovTribe.
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
DATE:
PROJECT: LOCATION:
CLIENT: CONTRACTOR:
GTR REP: PILE INFO:
BH78 Not Vibed 24-Jul-24 12.25 60 55.50 10.25 -43.25 16.50 53.50 34 9.5 - 10.5 BH77 Not Vibed 24-Jul-24 12.25 60 55.50 10.25 -43.25 16.50 53.50 44 10 - 11 BH76 Not Vibed 25-Jul-24 12.25 60 55.50 10.25 -43.25 16.50 53.50 42 10 - 11 BH75 Not Vibed 25-Jul-24 12.25 60 55.50 10.25 -43.25 16.50 53.50 48 10 - 11 BH74 Not Vibed 25-Jul-24 12.25 60 55.50 10.25 -43.25 16.50 53.50 50 10 - 11 BH73 Not Vibed 25-Jul-24 12.25 60 55.50 10.25 -43.25 16.50 53.50 48 10.5 - 11.5 BH72 Not Vibed 25-Jul-24 12.25 60 55.50 10.25 -43.25 16.50 53.50 52 10 - 11 BH71 Not Vibed 25-Jul-24 12.25 60 55.50 10.25 -43.25 16.50 53.50 50 10 - 11 BH70 Not Vibed 25-Jul-24 12.25 60 55.50 10.25 -43.25 16.50 53.50 46 10.5 - 11.5 BH69 Not Vibed 25-Jul-24 12.25 60 55.50 10.25 -43.25 16.50 53.50 60 10.5 - 11.5 BH68 Not Vibed 25-Jul-24 12.25 60 55.50 10.25 -43.25 16.50 53.50 60 10.5 - 11.5 and NZ26 Sheet Piles
PILE NO.
DRIVEN
DEPTH
(feet)
TIP
ELEVATION
(feet)
TOP
ELEVATION
(feet)
PILE
LENGTH
(feet)
EOD
STROKE
(feet)
WORKING
GRADE
(feet)
FINAL DRIVE
DATE
VIBRATION
DRIVE DATE
CUT-OFF
LENGTH
GTR JOB # 24.168
GEOSCIENCES TESTING AND RESEARCH, INC.
55 Middlesex Street, Suite 225, North Chelmsford, MA, Phone: (978) 251-9395 Fax: (978) 251-9396
COMMENTS
PILE DRIVING SUMMARY
J. Roth Steel 18-inch O.D. X 0.5-inch wall open-ended Pipe
Newport RI Naval Station Coastal Marine
NOAA OMAO
Skanska
26-Jul-24
CUT-OFF
ELEVATION
(feet)
BLOW
COUNT
FINAL FOOT
BULKHEAD PILES
File details come from the government source that posted it. Updated .