518789 WDMayo Cell 3 Replacement Industry Day Presentation.pptx

USACE-TULSA DISTRICT

WD Mayo Lock and Dam 14 Alignment Cell 3 Replacement

Introduction Doing Business with USACE WD Mayo Lock and Dam 14; Alignment Cell 3 Replacement Q&A

This presentation is for general information and will not change the terms and conditions of any subsequent solicitation or contract

This is part of our market research, to be used for preliminary planning purposes. THIS IS NOT A SOLICITATION FOR PROPOSALS AND NO CONTRACT WILL BE AWARDED FROM THIS PRESENTATION. No reimbursement will be made for any costs associated with providing information in response to this presentation or any follow up information requests.

AGENDA

INTRODUCTIONS

cenwp-od-bsecurity@usace.army.mil

Program Management Justin Smither Contracting:

Dario Rissone, Contracting Officer Tyler Kordel, Contract Specialist Daniel Jernigan, Contract Specialist Technical Team:

Eric Johnson, INDC Lead Designer Rodney Beard, SWT Navigation Chief Jacob Simpson, SWT Navigation Project Engineer Kenneth Todd, SWT Navigation Deputy Chief Robert Steiner, Navigation Systems Operations Manager Joe Schmalz – Channel Surveyor Jarrod Breuer, Technical Manager Inland Navigation Design Center Eric O. Johnson

The USACE Team

DOING BUSINESS WITH USACE

cenwp-od-bsecurity@usace.army.mil

DOING BUSINESS WITH USACE

SAM.gov Registration (https://www.sam.gov/)

PIEE Registration (https://piee.eb.mil/)

Sam.gov. PIEE is where the solicitations and amendments are advertised. Contractors should check every day.

DOING BUSINESS WITH USACE

Industry Day Disseminate Alignment Cell Replacement Information as part of our Market Research Sources Sought / Synopsis / Solicitation WD Mayo Lock and Dam No. 14 Alignment Cell Number 3 replacement Project’s Magnitude of Price Range is between $3,000,000 and $7,500,000

Alignment cell WD Mayo Lock and Dam 14

Scope of Work

W.D. Mayo Lock and Dam is located on the Arkansas River at navigation mile 319.6. It is in LeFlore and Sequoyah Counties about nine miles southwest of Fort Smith, Arkansas. The lock has a 110-foot by 600-foot chamber with horizontally framed miter gates. It has a 20-foot normal lift and 24-foot maximum lift.

Extending approximately 700 feet upstream of the lock’s upstream guidewall are a series of three sheet pile structures used to align downstream-bound vessels to the lock wall. The upstream-most cell (Alignment Cell 3) was destroyed in 2023. The replacement structure will be constructed in the same location (see location map).

Background information on the demolished Alignment cell 3 includes:

Constructed around 1973.

52.5-foot diameter.

The exterior wall was driven 46’ PS-28 steel piling driven approximately 14.5 feet to rock.

The interior was filled with quarry run stone and capped with concrete.

Sheet pile construction had significant historic corrosion.

Alignment cell replacement

BACKGROUND

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BACKGROUND - Location

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LOMA (Lock operations management application) DATA – Towing vessel tracking locations and approaches to lock 14

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The barges can be up to 600 feet in front of the towing vessel – does not show the head of the barges.

Tow Navigation near alignment cell

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The barges can be up to 600 feet in front of the towing vessel – does not show the head of the barges.

Tow Navigation near alignment cell

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The barges can be up to 600 feet in front of the towing vessel – does not show the head of the barges.

BACKGROUND – post removal Bathometric Survey

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Some fill material may still be on the river bed. All debris above the silt line was removed. Probably still some material embedded in the silt. Brought in a salvage company to remove as much as we could. Nothing in the Nav Channel that is effecting Navigation. Only remove something that would prevent installation of the new structure(s).

Wd Mayo alignment cell 3

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Project includes:

Replacement of the 52.5 foot diameter Alignment cell in the same general location.

Replacement will include FRP (Fiber Reinforced Polymers) Multiple geometric configurations may be considered, including:

Arched guidewall similar to bridge protection structures using large diameter FRP pipe piles and FRP fendering FRP dolphin pile group with a pile cap Ring(s) of FRP piles.

Anticipated vessel impact force is approximately 1,000 kips with a pile stick-up height above bedrock of approximately 46 feet.

Scope of work

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Alignment cell 3 replacement

FRP - EXAMPLES

FRP Options – Piles with concrete fill

FRP Piles and Camels

FRP– impact wall

FRP– dolphin piles

FRP- Fenders

FRP- Fenders

Other Fender Systems configurations

Alignment cell 3 replacement

ORIGINAL DESIGN CONSTRAINTS

Alignment cell replacement Wd Mayo lock wall design constraints Arkansas River & Tributaries Design Memorandum No. 3 – Navigation Lock Part 1 Criteria

*Note, this only informs the alignment cell design

4-02 d. Impact Loading, Lock Walls Maximum size toe consisted of eight 35 by 195 foot barges, having a gross weight of 10,000 tons.

Approach speed of 2.93 feet per second (2 miles per hour) Maximum collision angle was found to be 10 degrees.

Lock Chamber Walls 800 pounds per foot but not less than 40,000 pounds per monolith

Other Walls 2,500 pounds per foot but not less than 120,000 pounds per monolith

Wd Mayo lock wall design constraints Arkansas River & Tributaries Design Memorandum No. 3 – Navigation Lock Part 1 Criteria

*Note, this only informs the alignment cell design

Piling Constraints - Allowable Horizontal Loads

Data for Preliminary Design

Wd Mayo lock wall design constraints

Design Build Contract anticipated

Schedule for award and construction (on or about) advertisement: august 2024

Award end of calendar year 2024 construction 2025

Q&A Your feedback is important

THANK YOU

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