ABS Letter T2455523.pdf
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- Attached to
- CELRE Three Deck Barges Federal contract opportunity
- Solicitation number
- W912BU-24-B-0019
About this file
This document is an "Approval in Principle" review by the American Bureau of Shipping (ABS) for a deck cargo barge design. The review covers compliance with ABS rules for steel barges and marine vessels, as well as an assessment for ABS Ice Class C0 compliance. Key details include:
The review focused on structural drawings and calculations, including the midship section, deck and bottom plating, shell plating, transverse structure, and longitudinal structure. ABS provided comments and requested resubmissions or clarifications on several items to ensure compliance with ABS rules, such as requirements for material grade, connection details, and longitudinal stiffener arrangements within the ice belt region. ABS noted that final approval would require verification against applicable rules and regulations at the time of the construction contract. ABS indicated they would be prepared to class the final design upon submission of the complete engineering package and satisfactory fabrication survey.
The related federal contract opportunity is for the U.S. Army Corps of Engineers to procure three 150' x 38' welded steel deck barges to support civil works maintenance and repair missions. The solicitation includes requirements for fabrication, delivery, and final acceptance, with potential liquidated damages. Bid guarantee, payment, and performance bonds will be required. The solicitation is open to all registered SAM contractors, with additional reporting requirements for contractors with federal contracts over $25,000.
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Text version
ABS Global Engineering 275 Slater Street, Suite 1003 | Ottawa (ON), K1P 5H9 | Canada
Task – T2455523 Class No.: TBD Shipyard: TBD / Hull No.: TBD Flag: United States of America Subject: Deck Cargo Barge
Attention: Mr. Joshua Sebastian, The Shearer Group, Inc. (442598)
The document shown in the attached list is reviewed in accordance with the applicable requirements of the following:
• ABS Rules for Building and Classing Steel Barges, 2022.
• ABS Rules for Building and Classing Marine Vessels, 2022.
Please note our review is based on the following conditions:
1. At your request, we have carried out an “Approval in Principle” review of the documents in the attached list.
2. The hull structural drawings are also subjected to a Statement of Compliance review for compliance with ABS Ice Class C0 as per your request.
3. The primary objective of this review is to establish compliance in principle with the applicable ABS Rules, insofar as they relate to the details submitted, that when all other requirements have been satisfactorily met, the barge will be eligible for the proposed Class notations: À A1, Barge, Great Lake Service.
4. It is also to be noted that before final approval can be granted, the proposed design will need to be verified against the Rules, Regulations and Standards applicable at the time that the contract for construction is signed or the keel is laid, as applicable.
5. The markups made on the document are to be incorporated in the final design that will be submitted for approval.
6. Please note that our review at this time in no way precludes any future amendments which may be deemed necessary due to submittal of additional information, clarification or drawing revisions during detailed engineering review for the subject design.
7. ABS would be prepared to class the final design of this concept when the relevant design drawings, calculations and documents are submitted for review on completion of the detailed engineering, and after ABS surveyors have attended the fabrication survey during the construction and installation. Subsequent maintenance of Class will be subject to satisfactory in-service inspection by ABS Surveyors as required for Classification.
8. Main Deck structure reviewed for an uniformly distributed deck loading of 3,000 lbf/ft2.
Please refer to the attached list of comments associated with this review.
Electronically published by ABS Ottawa.
Reference T2455523, dated 11-OCT-2023.
275 Slater Street, Suite 1003 | Ottawa (ON), K1P 5H9 | Canada
For any clarifications, contact Aldo Martino at (343) 633-1424 or amartino@eagle.org.
Very truly yours, Jihed Boulares Director, Engineering
Electronically Signed by: Aldo Martino
Electronically published by ABS Ottawa.
mailto:amartino@eagle.org
275 Slater Street, Suite 1003 | Ottawa (ON), K1P 5H9 | Canada
Documents List
Drawing No. Rev. Title Status
888-B170-01 1 Dry Docking Plan Filed by ABS for reference only
888-B170-02 1 Dry Docking Calculations Filed by ABS for reference only
888-B301-01 2 Midship Section Reviewed w/ Remarks and Comments
888-B301-02 2 Welding Schedule Reviewed 888-B305-01 2 Deck & Bottom Plating Reviewed w/ Remarks and Comments 888-B307-01 2 Shell Plating Reviewed w/ Remarks and Comment 888-B309-01 2 Transverse Structure Resubmission Required 888-B311-01 2 Longitudinal Structure Resubmission Required 888-B399-01 2 Primary ABS Scantling
Calculations Filed by ABS for reference only
888-B460-01 1 Hull Markings Filed by ABS for reference only
Electronic copies of the documents, appropriately stamped, are available in the ABS Client Portal.
Comments List:
Thread No. Comment Text Facilities Action
S-004 888-B305-01 - Deck & Bottom Plating , 888-B301-
01 - Midship Section
TBD [Open] Technical
As deck pressure rating exceeds 2000 PSF, calculations for still-water bending moment are to be submitted in accordance with ABS Steel Barge
Rules 3-2-1/7.
S-013 888-B305-01 - Deck & Bottom Plating , 888-B301-
01 - Midship Section , 888-B307-01 - Shell Plating
, 888-B309-01 - Transverse Structure , 888-B311-
01 - Longitudinal Structure
TBD [Open] Technical
We note your request for a Statement of Compliance review of the structural drawings in accordance with applicable requirements for the Ice
Class C0. In this regard, the following items require further design change
(or) clarification.
1. The material and material grade are to comply with ABS MVR 6-1-
5/33. Grade of material for the deck plating and gunwale, sheer strake and deck stringer are to be revised.
275 Slater Street, Suite 1003 | Ottawa (ON), K1P 5H9 | Canada
2. Connection details in way of the upper turn of the bilge, which is within the ice belt zone, is to be made flush so as to avoid any damage during operations in first year ice.
3. Side shell longitudinals' collar plates in way of transverse webs are to be either shifted close to side shell, or a full collar plate is to be provided as to avoid soft patch within the ice belt region.
4. End connections in way of the webs and stiffeners within ice belt region are to be well developed. These members are to be attached and bracketed such that the Rule required net shear area in way of these end connections are satisfied. Refer to ABS MVR 6-
1-5/13.5 & 15.
S-014 888-B309-01 - Transverse Structure TBD [Open] Technical
The intermediate bottom shell longitudinal stiffeners in way of the bow region noted to terminate at Fr. 4 as per the bottom plan (888-B305-01, Sheet 2). The typical section does not show relevant end connection details for the intermediate stiffeners. In this regard, additional details for the bottom structure in way of Fr. 4 are to be included in the drawing for review.
S-015 888-B311-01 - Longitudinal Structure TBD [Open] Technical
It is noted that there is no shear connection provided between the deck transverse and the centerline longitudinal bulkhead for the bulkhead to be considered as an effective support for the considered span and provided section modulus (ABS SBR 5-1-1/7). In this regard, a collar plate is to be provided as shown in the Detail 3-23C (on Page 3) of the drawing.
S-016 888-B307-01 - Shell Plating TBD [Open] Technical
We note your request for a Statement of Compliance review of the structural drawings in accordance with applicable requirements for the Ice
Class C0. Bow arrangement does not include deep or intercostal stringers as required by ABS MVR 6-1-5/13.9. Please revise.
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