24.168 NOAA OMAO Bulkhead Pile Driving Summary Table 06.25.24 to 06.27.24.pdf
PDF 1 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 associated Pile Driving Logs prepared by Geosciences Testing and Research, Inc. (GTR) for a project at Newport Naval Station in Newport, Rhode Island.
The summary documents the driving of 18 bulkhead piles (BH98 through BH115) completed between June 24-27, 2024, for client NOAA OMAO with contractor Skanska and Coastal Marine. All piles are steel 18-inch outer diameter pipe with 0.5-inch wall thickness and 17-inch inner diameter. The piles share consistent specifications: 12.0-foot driven depth, 60-foot pile length, 55.00-foot top elevation, 10.25-foot EOD stroke, -43.00-foot tip elevation, 17.00-foot cut-off elevation, and -53.25-foot cut-off length. Blow counts for the final foot range from 41 to 72, with final drive strokes between 8.0 and 11.5 feet. Eight piles (BH98-BH106) were not vibed during installation, while ten piles (BH107-BH115) underwent vibration driving on June 25, 2024, followed by final driving on the same date.
The detailed pile driving logs for individual piles (BH100, BH101, BH103, BH109, BH110, BH111, BH112, and BH115) include depth-by-depth blow count data, hammer specifications (single-acting diesel with 33.5 kips rated energy and 11,355 pounds ram weight), and driving data documenting the progression from surface to tip elevation. All documentation is referenced under GTR Job #24.168 with GTR Representative J. Roth overseeing the work at the Newport, Rhode Island location.
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Text version
DATE:
PROJECT LOCATION:
CLIENT: CONTRACTOR:
GTR REP PILE INFO:
BH115 25-Jun-24 25-Jun-24 12.0 60 55.00 10.25 -43.00 17.00 -53.25 55 10.0 - 11.0
BH114 25-Jun-24 25-Jun-24 12.0 60 55.00 10.25 -43.00 17.00 -53.25 42 10.0 - 11.0
BH113 25-Jun-24 25-Jun-24 12.0 60 55.00 10.25 -43.00 17.00 -53.25 59 10.0 - 11.0
BH112 25-Jun-24 25-Jun-24 12.0 60 55.00 10.25 -43.00 17.00 -53.25 45 9.5 - 10.5
BH111 25-Jun-24 25-Jun-24 12.0 60 55.00 10.25 -43.00 17.00 -53.25 47 10.0 - 11.0
BH110 25-Jun-24 25-Jun-24 12.0 60 55.00 10.25 -43.00 17.00 -53.25 41 9.0 - 10.0
BH109 25-Jun-24 25-Jun-24 12.0 60 55.00 10.25 -43.00 17.00 -53.25 41 9.5 - 10.5
BH108 25-Jun-24 25-Jun-24 12.0 60 55.00 10.25 -43.00 17.00 -53.25 41 9.0 - 10.0
BH107 24-Jun-24 25-Jun-24 12.0 60 55.00 10.25 -43.00 17.00 -53.25 43 10.0 - 11.0
BH106 Not Vibed 27-Jun-24 12.0 60 55.00 10.25 -43.00 17.00 -53.25 48 10.0 - 11.0
BH105 Not Vibed 27-Jun-24 12.0 60 55.00 10.25 -43.00 17.00 -53.25 44 11.0 - 11.5
BH104 Not Vibed 27-Jun-24 12.0 60 55.00 10.25 -43.00 17.00 -53.25 54 10.5 - 11.5
BH103 Not Vibed 27-Jun-24 12.0 60 55.00 10.25 -43.00 17.00 -53.25 59 11.0 - 11.5
BH102 Not Vibed 27-Jun-24 12.0 60 55.00 10.25 -43.00 17.00 -53.25 48 11.0 - 11.5
BH101 Not Vibed 27-Jun-24 12.0 60 55.00 10.25 -43.00 17.00 -53.25 61 11.0 - 11.5
BH100 Not Vibed 27-Jun-24 12.0 60 55.00 10.25 -43.00 17.00 -53.25 72 10.0 - 11.0
BH99 Not Vibed 27-Jun-24 12.0 60 55.00 10.25 -43.00 17.00 -53.25 54 11.0 - 11.5
BH98 Not Vibed 27-Jun-24 12.0 60 55.00 10.25 -43.00 17.00 -53.25 57 8.0 - 9.0
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
3-Jul-24
CUT-OFF
ELEVATION
(feet)
BLOW
COUNT
FINAL FOOT
BULKHEAD PILES
File details come from the government source that posted it. Updated .