24.168 NOAA OMAO Bulkhead Pile Driving Summary Table 08.26.24 to 08.30.24 (1).pdf
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- Attached to
- Design-Bid-Build, USCG Offshore Patrol Cutters (OPC) Homeport Pier, Naval Station Newport, Newport RI
- Solicitation number
- N4008526R0001
About this file
Pile Driving Summary and Logs
This document is a geotechnical testing report containing pile driving summary data and detailed driving logs for a marine construction project at Newport RI Naval Station, prepared by Geosciences Testing and Research, Inc. (GTR) for client NOAA OMAO with contractor Skanska and subcontractor Coastal Marine.
The project involved driving 23 bulkhead piles (designations BH2-BH4, S10-S23) and 23 sheet piles (designations S10-S23) at Newport RI Naval Station during August 26-30, 2024. The bulkhead piles consist of 18-inch O.D. steel open-ended pipe with lengths of 60 feet (BH2-BH4) or 47 feet (S10-S23), utilizing an ICE D-50 single-acting diesel hammer with 33.5 tons of rated energy and 11,355 lbs ram weight. All piles achieved the specified working grade with final drive dates between August 26-30, 2024, with blow counts on the final foot ranging from 8-11 blows for bulkhead piles and 8-10 blows for sheet piles. Cut-off elevations ranged from 40.50 to 53.50 feet. The pile driving logs provide detailed depth-by-depth blow count data documenting pile penetration resistance throughout the driving sequence, with notation of end-of-drive (EOD) strokes and ground elevations referenced to NAVD88 datum. The project specifications required tip elevations ranging from -30.25 to -43.25 feet with pile lengths of 42.5 to 55.5 feet.
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Text version
DATE:
PROJECT LOCATION:
CLIENT: CONTRACTOR:
GTR REP PILE INFO:
BH4 Not Vibed 26-Aug-24 12.25 60 55.50 10.25 -43.25 16.75 53.50 48 10 - 11 BH3 Not Vibed 27-Aug-24 12.25 60 55.50 10.25 -43.25 16.75 53.50 54 10 - 11 BH2 Not Vibed 27-Aug-24 12.25 60 55.50 10.25 -43.25 16.75 53.50 46 9.5 - 10.5 S19 Not Vibed 29-Aug-24 12.25 47 42.50 10.25 -30.25 16.75 40.50 34 8 - 9 S18 Not Vibed 29-Aug-24 12.25 47 42.50 10.25 -30.25 16.75 40.50 32 8 - 9 S17 Not Vibed 29-Aug-24 12.25 47 42.50 10.25 -30.25 16.75 40.50 32 8 - 9 S16 Not Vibed 29-Aug-24 12.25 47 42.50 10.25 -30.25 16.75 40.50 28 8 - 9 S15 Not Vibed 29-Aug-24 12.25 47 42.50 10.25 -30.25 16.75 40.50 34 8 - 9 S14 Not Vibed 29-Aug-24 12.25 47 42.50 10.25 -30.25 16.75 40.50 30 9 - 10 S13 Not Vibed 29-Aug-24 12.25 47 42.50 10.25 -30.25 16.75 40.50 32 8 - 9 S12 Not Vibed 29-Aug-24 12.25 47 42.50 10.25 -30.25 16.75 40.50 36 8 - 9 S11 Not Vibed 29-Aug-24 12.25 47 42.50 10.25 -30.25 16.75 40.50 32 9 - 10 S10 Not Vibed 29-Aug-24 12.25 47 42.50 10.25 -30.25 16.75 40.50 26 8 - 9 S23 Not Vibed 30-Aug-24 12.25 47 42.50 10.25 -30.25 16.75 40.50 34 8 - 9 S22 Not Vibed 30-Aug-24 12.25 47 42.50 10.25 -30.25 16.75 40.50 30 9 - 10 S21 Not Vibed 30-Aug-24 12.25 47 42.50 10.25 -30.25 16.75 40.50 32 9 - 10 S20 Not Vibed 30-Aug-24 12.25 47 42.50 10.25 -30.25 16.75 40.50 30 9 - 10 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
30-Aug-24
CUT-OFF
ELEVATION
(feet)
BLOW
COUNT
FINAL FOOT
BULKHEAD PILES
File details come from the government source that posted it. Updated .