Solicitation Package.pdf

ED 17-036

W912P821B0019

US Army Corps of Engineers New Orleans District

Freshwater Bayou, LA

Freshwater Bayou Lock Structure Replacement Sector Gate Fabrication Vermilion Parish, Louisiana

Solicitation and Specifications

October 23, 2020

SOLICITATION/CONTRACT/ORDER FOR COMMERCIAL ITEMS

OFFEROR TO COMPLETE BLOCKS 12, 17, 23, 24, & 30

1. REQUISITION NUMBER PAGE 1 OF

2. CONTRACT NO. 3. AWARD/EFFECTIVE

DATE

4. ORDER NUMBER 5. SOLICITATION NUMBER 6. SOLICITATION ISSUE

DATE

7. FOR SOLICITATION

INFORMATION CALL:

a. NAME b. TELEPHONE NUMBER (No collect calls)

8. OFFER DUE DATE/

9. ISSUED BY

13b. RATING

14. METHOD OF SOLICITATION

CODE

15. DELIVER TO 16. ADMINISTERED BY CODE

18a. PAYMENT WILL BE MADE BY CODE17a. CONTRACTOR/

OFFEROR

CODE

FACILITY

CODE

CODE

TELEPHONE NO.

17b. CHECK IF REMITTANCE IS DIFFERENT AND PUT SUCH ADDRESS IN

OFFER

18b. SUBMIT INVOICES TO ADDRESS SHOWN IN BLOCK 18a UNLESS BLOCK

BELOW IS CHECKED

RFQ IFB RFP

SEE ADDENDUM

19.

ITEM NO.

20.

SCHEDULE OF SUPPLIES/SERVICES

21.

QUANTITY

22.

UNIT

23.

UNIT PRICE

24.

AMOUNT

(Use Reverse and/or Attach Additional Sheets as Necessary)

25. ACCOUNTING AND APPROPRIATION DATA 26. TOTAL AWARD AMOUNT (For Govt. Use Only)

28. CONTRACTOR IS REQUIRED TO SIGN THIS DOCUMENT AND RETURN

COPIES TO ISSUING OFFICE. CONTRACTOR AGREES TO FURNISH AND

DELIVER ALL ITEMS SET FORTH OR OTHERWISE IDENTIFIED ABOVE AND ON ANY

ADDITIONAL SHEETS SUBJECT TO THE TERMS AND CONDITIONS SPECIFIED

29. AWARD OF CONTRACT: REF. OFFER

DATED . . YOUR OFFER ON SOLICITATION

(BLOCK 5), INCLUDING ANY ADDITIONS OR CHANGES WHICH ARE

SET FORTH HEREIN, IS ACCEPTED AS TO ITEMS:

30a. SIGNATURE OF OFFEROR/CONTRACTOR

30b. NAME AND TITLE OF SIGNER (Type or print) 30c. DATE SIGNED

31a. UNITED STATES OF AMERICA (SIGNATURE OF CONTRACTING OFFICER)

31b. NAME OF CONTRACTING OFFICER (Type or print) 31c. DATE SIGNED

AUTHORIZED FOR LOCAL REPRODUCTION

PREVIOUS EDITION IS NOT USABLE

STANDARD FORM 1449 (REV. 2/2012)

Prescribed by GSA - FAR (48 CFR) 53.212

10. THIS ACQUISITION IS UNRESTRICTED OR

NAICS:

SIZE STANDARD:

13a. THIS CONTRACT IS A

RATED ORDER UNDER

DPAS (15 CFR 700)

SET ASIDE: % FOR:

11. DELIVERY FOR FOB DESTINA-

TION UNLESS BLOCK IS

MARKED

SEE SCHEDULE

12. DISCOUNT TERMS

ARE ARE NOT ATTACHED

ARE ARE NOT ATTACHED

27a. SOLICITATION INCORPORATES BY REFERENCE FAR 52.212-1, 52.212-4. FAR 52.212-3 AND 52.212-5 ARE ATTACHED. ADDENDA

27b. CONTRACT/PURCHASE ORDER INCORPORATES BY REFERENCE FAR 52.212-4. FAR 52.212-5 IS ATTACHED. ADDENDA

8 (A)

EDWOSB

WOMEN-OWNED SMALL BUSINESS

(WOSB) ELIGIBLE UNDER THE WOMEN-OWNED

SMALL BUSINESS PROGRAM

SERVICE-DISABLED

VETERAN-OWNED

SMALL BUSINESS

HUBZONE SMALL

BUSINESS

SMALL BUSINESS

W912P821B0019

Joseph Fitzgerald 504-862-1759 W912P8 100

SEE SCHEDULE

332312

10/23/2020

LOCAL TIME

11/23/2020

02:00 PM

USACE, CONTRACTING DIVISION

ATTN: CEMNV-CT, ROOM 172

7400 LEAKE AVE

NEW ORLEANS, LA 70118-3651

ENG DIV - STRUCTURES BR

LESLIE CAMPBELL

7400 LEAKE AVE

NEW ORLEANS, LA 70118

STANDARD FORM 1449 (REV. 2/2012) BACK

19.

ITEM NO.

20.

SCHEDULE OF SUPPLIES/SERVICES

21.

QUANTITY

22.

UNIT

23.

UNIT PRICE

24.

AMOUNT

32a. QUANTITY IN COLUMN 21 HAS BEEN

RECEIVED INSPECTED ACCEPTED, AND CONFORMS TO THE CONTRACT, EXCEPT AS NOTED:

41a. I CERTIFY THIS ACCOUNT IS CORRECT AND PROPER FOR PAYMENT

32b. SIGNATURE OF AUTHORIZED GOVERNMENT

REPRESENTATIVE

32c. DATE

41b. SIGNATURE AND TITLE OF CERTIFYING OFFICER 41c. DATE

42a. RECEIVED BY (Print)

42b. RECEIVED AT (Location)

42c. DATE REC'D (YY/MM/DD) 42d. TOTAL CONTAINERS

40. PAID BY

32d. PRINTED NAME AND TITLE OF AUTHORIZED GOVERNMENT

REPRESENTATIVE

32e. MAILING ADDRESS OF AUTHORIZED GOVERNMENT REPRESENTATIVE 32f. TELPHONE NUMBER OF AUTHORZED GOVERNMENT REPRESENTATIVE

32g. E-MAIL OF AUTHORIZED GOVERNMENT REPRESENTATIVE

33. SHIP NUMBER 34. VOUCHER NUMBER 35. AMOUNT VERIFIED

CORRECT FOR

PARTIAL FINAL

37. CHECK NUMBER

38. S/R ACCOUNT NO. 39. S/R VOUCHER NUMBER

36. PAYMENT

COMPLETE PARTIAL FINAL

SEE SCHEDULE

PTC-i ED 17-036

PROJECT TABLE OF CONTENTS

Section B – SUPPLIES OR SERVICES AND PRICES/COSTS

Section C – TECHNICAL SPECIFICATIONS

C1 Sector Gates C1-1 thru 22

C2 Fabrication of Hydraulic Steel Structures C2-1 thru 23

C3 Metalwork Fabrication, Machine Work, and Miscellaneous Provisions C3-1 thru 23

C4 Painting Hydraulic Structures C4-1 thru 15

C5 Self-Lubricated Materials, Fabrication, Handling and Assembly C5-1 thru 11

C6 Cathodic Protection Systems (Impressed Current) C6-1 thru 6

C7 Submittal Procedures C7-1 thru 9

C8 Project Schedule C8-1 thru 19

C9 Closeout Submittals C9-1 thru 3

C10 Resident Management System Contractor Mode (RMS CM) C10-1 thru 5

C11 Diving Services C11-1 thru 5

Section E – INSPECTION AND ACCEPTANCE Section F – DELIVERIES OR PERFORMANCE

Section H – SPECIAL CONTRACT REQUIREMENTS Section I – CONTRACT CLAUSES

Section J – LIST OF DOCUMENTS, EXHIBITS AND OTHER ATTACHMENTS

ED17-036

SECTION B – SUPPLIES OR SERVICES AND PRICES/COSTS

Freshwater Bayou, LA Freshwater Bayou Lock Structure

Replacement Sector Gate Fabrication Vermilion Parish, Louisiana

Item DESCRIPTION Estimated

Quantity Unit Unit Price Estimated Amount

BASE WORK

0001 Sector Gate Receive Mill Order 2 EA

0002 Sector Gate Tack and Weld 50% 2 EA

0003 Sector Gate Tack and Weld

100% 2 EA

0004 Sector Gate Paint 100% 2 EA

0005 Sector Gate Appurtenant Items 2 EA

0006 Diving Services 1 JOB

0007 Loading of 2 Gates for Delivery to Freshwater Bayou Lock 1 JOB

0008 Transportation of 2 Gates to Freshwater Bayou Lock 1 JOB

0009 Unloading and Storing of 2 Gates at Freshwater Bayou Lock 1 JOB

BASE WORK TOTAL: $

Item DESCRIPTION Estimated Quantity Unit Unit Price Estimated Amount

OPTION WORK

0010 Sector Gate Receive Mill Order 2 EA

0011 Sector Gate Tack and Weld 50% 2 EA

0012 Sector Gate Tack and Weld

100% 2 EA

0013 Sector Gate Paint 100% 2 EA

0014 Sector Gate Appurtenant Items 2 EA

0015 Diving Services 1 JOB

0016 Loading of 2 Gates for Delivery to Freshwater Bayou Lock 1 JOB

0017 Transportation of 2 Gates to Freshwater Bayou Lock 1 JOB

00010-2 Ed 17-036

0018 Unloading and Storing of 2 Gates at Freshwater Bayou Lock 1 JOB

OPTION WORK TOTAL: $

BASE + OPTION WORK TOTAL $

Award will be made as a whole to one bidder.

NOTE 1: Any bid may be rejected if the Contracting Officer determines in writing that it is unreasonable as to price. Unreasonableness of price includes not only total price of bid, but the price for individual line items as well. Any bid may be rejected if the prices for any line items or sub line items are materially unbalanced (See FAR 14.404-2).

NOTE 2: THE NOTICE TO PROCEED (NTP): The successful bidder is advised that performance and payment bonds shall be submitted in accordance with the time frame in block 12B of SF 1442. The NTP will be issued immediately after verification of acceptable performance and payment bonds. Within seven (7) days after issuance of the NTP, the Contractor shall initiate a meeting to discuss the submittal process with the Area or Resident Engineer or his authorized representative. Physical work cannot start until the Accident Prevention Program, Contractor Quality Control Plan, and other submittals which may be required, have been submitted and approved and all preliminary meetings called for under the contract, have been conducted.

NOTE 3: OPTIONAL WORK ITEMS. The Governent may require the delivery of the numbered line item(s), identified in the schedule as OPTIONAL WORK items, in the quantities and priceses stated in the schedule. The Contracting Officer may exercise the OPTIONAL WORK Items by written notice to the Contractor. Bidders shall bid on all items including optional items (see “Evaluation of Options” FAR 52.217-5). Failure to bid on all items will result in non-responsive bid.

NOTE 4: EVALUATION OF OPTIONS (FAR 52.217-5 JUL 1990). Except when it is determined in accordance with FAR 17.206(b) not to be in the Government’s best interests, the Government will evaluate offers for award purposes by adding the total price for all options to the total price for the basic requirement. Evaluation of options will nto obligate the Government to exercise the option(s).

**If an option is to be exercised at the time of the contract award in accordance with FAR 17.208, FAR clause 52.217-4 shall be used in palce of FAR clause 52.217-5.

NOTE 5: TIME ADJUSTEMENT IN THE EVENT OF THE EXERCISE OF OPTIONAL

WORK. In the event that OPTION WORK (Items 0010 through 0018) are exercised under the terms of the contract, an additional 305 calendar days will be added to the contract time. The Government will decide whether or not to exercise the option items within 300 calendar days after notice to proceed.

Freshwater Bayou Lock Replacement Sector Gate

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

C1 - SECTOR GATES

01/08

PART 1 GENERAL

1.1 SCOPE

1.2 REFERENCES

1.3 SUBMITTALS

1.4 QUALITY ASSURANCE

1.4.1 Qualification of Welders

1.4.2 Detail Drawings

1.4.2.1 Fabrication Drawings

1.4.2.2 Shop Assembly Drawings

1.4.2.3 Delivery Drawings

1.4.2.4 Storage Drawings

1.4.3 Guardrail Fabrication and Shop Drawings

1.5 DELIVERY, STORAGE, AND HANDLING

1.5.1 Materials and Fabricated Items

1.5.2 Rubber Seals

1.5.3 Machined Parts

1.5.4 Gate Leaf Lift Plan

1.6 FIELD VERIFICATION NOTES

PART 2 PRODUCTS

2.1 MATERIALS

2.1.1 Metals

2.1.1.1 Structural Steel Shapes

2.1.1.2 Structural Steel Plates

2.1.1.3 Steel Pipe

2.1.1.4 Steel Tubing

2.1.1.5 Stainless Steel Bars and Shapes

2.1.1.6 Stainless Steel Plate, Sheet, and Strip

2.1.2 Steel Castings

2.1.3 Aluminum Grating

2.1.4 Aluminum Check Plate

2.1.5 Steel Forgings

2.1.6 Pintle

2.1.7 Rubber Seals

2.1.7.1 Physical Characteristics

2.1.7.2 Fabrication

2.1.7.3 Tubing

2.1.8 Elastomeric Pads, Shims, And Spacers

2.1.8.1 Material

2.1.8.2 Fabrication

2.1.9 Fenders

2.1.9.1 Plastic Wales, Girts, Thrust Blocks and Splices

2.1.9.2 Plastic

2.1.9.3 Reinforcing

2.1.9.4 General Configuration

2.1.9.5 Fiberglass Reinforcing Elements

2.1.9.6 Dimensions

2.1.10 Aluminum Guardrails

2.1.10.1 General

2.1.10.2 Aluminum Railings And Guardrails

2.1.10.3 Toe Boards

2.1.10.4 Guardrail Fittings

2.1.10.5 Safety Chains

2.1.10.6 Eyebolts

2.1.11 Gear Rack Assembly

2.1.11.1 Gear Rack

2.1.11.2 Gear Rack Fasteners

2.1.11.2.1 Structural Bolts

2.1.11.2.2 Carbon Steel Nuts

2.1.11.2.3 Plain Washers

2.1.11.2.4 Custom Washers

2.1.12 Keys

2.1.13 Ladders

2.1.14 Ladder Safety Devices

2.2 MANUFACTURED UNITS

2.3 FABRICATION

2.3.1 Structural Fabrication

2.3.2 Welding

2.3.3 Bolted Connections

2.3.3.1 Structural Bolted Connections

2.3.3.2 Corrosion Resistant Bolted Connections

2.3.4 Machine Work

2.3.5 Cambered or Bent Members

2.3.6 Miscellaneous Provisions

2.3.7 Fabrications

2.3.7.1 Gate Leaf

2.3.7.2 Hinge Assembly

2.3.7.3 Pintle Assembly

2.3.7.4 Seal Assemblies

2.3.8 Shop Assembly

2.4 TESTS, INSPECTIONS, AND VERIFICATIONS

2.4.1 General

2.4.2 Testing of Rubber Seals

PART 3 EXECUTION

3.1 PAINTING

3.2 RUBBER SEALS

3.3 GUARDRAIL

3.3.1 Fabrication

3.3.2 Assembly

3.3.3 Installation

3.4 GRATING

3.5 CATHODIC PROTECTION SYSTEM

3.6 INSPECTIONS

3.6.1 Acceptance

3.7 PROTECTION OF FINISHED WORK

3.8 MEASUREMENT AND PAYMENT

3.8.1 Gate Fabrication

3.8.2 Gate Delivery

-- End of Section Table of Contents --

C1 - SECTOR GATES

01/08

1.1 SCOPE

The work covered by this Section consists of furnishing all plant, equipment, labor and materials, and performing all operations in connection with the fabrication, painting, delivery, and unloading of the steel sector gates and appurtenant items; including hinge and pintle assemblies, seal assemblies, walkways, bumpers, fenders, cathodic protection system; and other items necessary for complete fabrication and delivery as specified herein and as shown on the drawings.

1.2 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS

(AASHTO)

AASHTO M251 (2006; R 2011) Standard Specification for

Plain and Laminated Elastomeric Bridge Bearings

AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

AISC 325 (2017) Steel Construction Manual

AMERICAN LADDER INSTITUTE (ALI)

ALI A14.3 (2008; R 2018) Ladders - Fixed - Safety Requirements

AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME)

ASME BTH-1-2017 (2017) Design of Below-the-Hook Lifting

Devices

ASME B17.1 (1967; R 2017) Keys and Keyseats

AMERICAN SOCIETY OF SAFETY PROFESSIONALS (ASSP)

ASSP Z359.16 (2016) Safety Requirements for Climbing Ladder Fall Arrest Systems

AMERICAN WELDING SOCIETY (AWS)

AWS D1.5M/D1.5 (2015) Bridge Welding Code

ASTM INTERNATIONAL (ASTM)

ASTM A705/A705M (2017) Standard Specification for Age-Hardening Stainless Steel Forgings

ASTM A709/A709M (2018) Standard Specification for

Structural Steel for Bridges

ASTM A148/A148M (2015a) Standard Specification for Steel Castings, High Strength, for Structural Purposes

ASTM A240/A240M (20185) Standard Specification for

Chromium and Chromium-Nickel Stainless Steel Plate, Sheet, and Strip for Pressure Vessels and for General Applications

ASTM A276/A276M (2017) Standard Specification for

Stainless Steel Bars and Shapes

ASTM A269/A269M (2015a) Standard Specification for Seamless and Welded Austenitic Stainless Steel Tubing for General Service

ASTM A53/A53M (2018) Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless

ASTM A467/A467M (2007; R 2012) Standard Specification for

Machine Coil Chain

ASTM A489 (2018e1) Standard Specification for Carbon Steel Lifting Eyes

ASTM A500/A500M (2018) Standard Specification for

Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes

ASTM A514/A514M (2018e1) Standard Specification for

High-Yield-Strength, Quenched and Tempered Alloy Steel Plate, Suitable for Welding

ASTM A563 (2015) Standard Specification for Carbon and Alloy Steel Nuts

ASTM A588/A588M (2015) Standard Specification for High-Strength Low-Alloy Structural Steel with 50 ksi (345 MPa) Minimum Yield Point, with Atmospheric Corrosion Resistance

ASTM B26/B26M (2014; E 2015) Standard Specification for

Aluminum-Alloy Sand Castings

ASTM B179 (2017) Standard Specification for Aluminum Alloys in Ingot and Molten Forms for Castings from All Casting Processes

ASTM B211/B211M (2019) Standard Specification for Aluminum and Aluminum-Alloy Rolled or Cold Finished Bar, Rod, and Wire

ASTM B221 (2014) Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes

ASTM B632/B632M (2018) Standard Specification for

Aluminum-Alloy Rolled Tread Plate

ASTM D2240 (2015; E 2017) Standard Test Method for Rubber Property - Durometer Hardness

ASTM D395 (2018) Standard Test Methods for Rubber

Property - Compression Set

ASTM D4014 (2003; R 2018) Standard Specification for Plain and Steel-Laminated Elastomeric Bearings for Bridges

ASTM D412 (2016) Standard Test Methods for

Vulcanized Rubber and Thermoplastic Elastomers - Tension

ASTM D413 (1998; R 2017) Rubber Property - Adhesion to Flexible Substrate

ASTM D471 (2016a) Standard Test Method for Rubber Property - Effect of Liquids

ASTM D4329 (2013) Standard Practice for Fluorescent

Ultraviolet (UV) Exposure of Plastics

ASTM D4476/D4476M (2014) Standard Test Method for Flexural Properties of Fiber Reinforced Pultruded Plastic Rods

ASTM D572 (2004; R 2015) Standard Test Method for

Rubber - Deterioration by Heat and Oxygen

ASTM D638 (2014) Standard Test Method for Tensile Properties of Plastics

ASTM D695 (2015) Standard Test Method for

Compressive Properties of Rigid Plastics

ASTM D790 (2017) Standard Test Methods for Flexural Properties of Unreinforced and Reinforced Plastics and Electrical Insulating Materials

ASTM F436/F436M (2018a) Standard Specification for

Hardened Steel Washers Inch and Metric Dimensions

ASTM F593 (2017) Standard Specification for

Stainless Steel Bolts, Hex Cap Screws, and Studs

ASTM F594 (2009; R 2015) Standard Specification for Stainless Steel Nuts

ASTM F3125/F3125M (2018) Standard Specification for High

Strength Structural Bolts and Assemblies, Steel and Alloy Steel, Heat Treated, Inch Dimensions 120 ksi and 150 ksi Minimum Tensile Strength, and Metric Dimensions 830 MPa and 1040 MPa Minimum Tensile Strength

NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS (NAAMM)

NAAMM MBG 531 (2017) Metal Bar Grating Manual

FEDERAL SPECIFICATIONS (Fed. Spec.)

A-A-341A (12 Dec 1995) Pigment, Aluminum, Powder and Paste

TT-P-645C (18 Jun 2013) Primer, Paint, Zinc-Molybdate, Alkyd Type

MASTER PAINTERS INSTITUTE (MPI)

MPI 28 (2012) Varnish, Marine Spar, Exterior, Gloss (MPI Gloss Level 6)

1.3 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for Contractor Quality Control approval. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government.

District Office approval is required for submittals with a "DO" designation. Submit the following in accordance with Section C7-

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Beam Cambering Plan; G, DO

Gate Leaf Lift Plan; G, DO

SD-02 Shop Drawings

Detail Drawings; G DO

SD-03 Product Data

Materials; G DO

Welding; G DO

Fenders; G DO

Aluminum Railings and Guardrails; G DO

SD-04 Samples

Materials; G DO

Manufactured Units; G DO

Fabrications; G DO

SD-06 Test Reports

Tests, Inspections, and Verifications

Field Verification Notes

SD-07 Certification

Galvanizing Manufacturer's Certification

Guardrail Manufacturer's Certification

SD-08 Manufacturer's Instructions

Installation Instructions; G DO

1.4 QUALITY ASSURANCE

1.4.1 Qualification of Welders

Provide qualification of welders and welding operators conforming to the requirements of Section C2 - FABRICATION OF HYDRAULIC STEEL STRUCTURES and/or Section C3 - METALWORK FABRICATING, MACHINE WORK, AND MISCELLANEOUS

PROVISIONS..

1.4.2 Detail Drawings

As applicable, provide detail drawings, including fabrication drawings, shop assembly drawings, and delivery drawings, conforming to the requirements specified and in Section C2 - FABRICATION OF HYDRAULIC STEEL STRUCTURES and/or Section C3 - METALWORK FABRICATING, MACHINE WORK, AND

MISCELLANEOUS PROVISIONS.

1.4.2.1 Fabrication Drawings

As applicable, provide fabrication drawings showing complete details of materials, tolerances, connections, and proposed welding sequences which clearly differentiate shop welds and field welds.

1.4.2.2 Shop Assembly Drawings

Provide shop assembly drawings showing details for connecting the adjoining fabricated components in the shop to assure satisfactory field installation.

1.4.2.3 Delivery Drawings

Provide delivery drawings showing descriptions of methods of delivering components to the site, including details for supporting fabricated components during shipping to prevent distortion or other damages.

1.4.2.4 Storage Drawings

Provide storage drawings showing descriptions of methods of storing components at the site, including details and locations for dunnage to prevent distortion or other damages.

1.4.3 Guardrail Fabrication and Shop Drawings

Guadrail shop drawings, catalog cuts, and erection and installation details shall be submitted for information. Submittals shall be complete in detail; shall indicate thickness, type grade, class of material, and dimensions; and shall show construction details, reinforcement, anchorage, and installation with relation to the construction.

1.5 DELIVERY, STORAGE, AND HANDLING

Provide delivery, handling, and storage of materials and fabricated items as described below.

1.5.1 Materials and Fabricated Items

Delivery, handling, and storage of materials and fabricated items shall conform to the requirements specified and in Section C2 - FABRICATION OF

HYDRAULIC STEEL STRUCTURES.

1.5.2 Rubber Seals

Store rubber seals in a place which permits free circulation of air, maintains a temperature of 70 degrees F or less, and prevents the rubber from being exposed to the direct rays of the sun. Keep rubber seals free of oils, grease, and other materials which would deteriorate the rubber.

Rubber seals shall not be distorted during handling. Seals shall be crated separately from the gate for proper storage at the Freshwater Bayou Lock Facility.

1.5.3 Machined Parts

The machined parts for the hinge and pintle assemblies (hinge pin, ball and bushing, pintle and pintle bushing, and associated fasteners) shall be crated separately from the gate for proper storage at the Freshwater Bayou Lock Facility. These components shall not be prepared for shipment until they have been inspected and accepted for shipment by the Contracting Officer's Representative or his authorized representative, unless inspection has been waived in writing. Bushings and balls shall be disassembled and packaged separately. Bushing halves shall be doweled and bolted together when packaged for shipment. Self-lubricated surfaces shall be protected per the manufacturer's recommendations. The parts shall be provided with adequate protective pads, supports, and blocking and shall be securely restrained to prevent distortion or damage in transit. Machined surfaces and threaded connections shall be coated with a corrosion inhibitors. Standard commercial packaging in accordance with ASTM D3951 will be acceptable except where a different method or standard of packaging is specifically called for herein. The items shall be packed in a manner to insure carrier acceptance and safe delivery at jobsite. Containers shall be in accordance with consolidated Freight Classification Rules or other carrier regulations as applicable to the mode of transportation. Any loss or damage during shipment, including damage to the machined surfaces, will be considered the responsibility of the Contractor, and shall be replaced or repaired without cost to the Government. Items shall be packaged for long term storage and wrapped in stretch wrap. A packing list, listing the contents of each container, shall be placed in a moisture proof envelope and securely fastened to the outside of the container.

Packing, crating, cradles, etc., to ensure safe shipment, are the responsibility of the Contractor.

1.5.4 Gate Leaf Lift Plan

The Contractor shall submit to the Government a Gate Leaf Lift Plan that demonstrates how individual gate leaves will be picked and set into their final position for storage and the load path that will be flown from picking point to setting point. The Gate Leaf Lift Plan shall include at a minimum:

a. Crane equipment to be used with loading charts and cut sheets and a Naval Architect Analysis in accordance with Section 16 of EM 385-1-1.

b. Position of crane barge(s) for lifting.

c. Any and all ancillary equipment such as spreader beams, attachment device(s) to the gate sections, slings, wire ropes, etc. that make up the entire rigging system to the hook of the crane shall be submitted for approval. Cut sheets and product information shall be provided that demonstrate that each component of the rigging system has adequate strength to support all loads imposed on it during lifting.

d. All lifting elements, beyond those shown in the contract plans, shall be designed in accordance with ASME BTH-1-2017. Design calculations for these elements shall be included. All calculations shall be stamped by a registered professional engineer.

e. Any temporary attachments to the gate and removal of those attachments shall be approved prior any lifting of the gate sections.

f. Lifting elements shall be considered as Fracture Critical Members and all welds connecting these elements shall be tested as specified in Section

C2 - FABRICATION OF HYDRAULIC STEEL STRUCTURES.

1.6 FIELD VERIFICATION NOTES

Contractor is responsible for accuracy and layout of work and must make necessary field measurements prior to preparation of shop drawings for the sector gates. Contractor shall survey the existing gates and gate bays and record the required measurements shown on Drawing G-004. The measurements shall be submitted to the Contracting Officer (CO) for approval prior to preparation of the shop drawings. The CO will revise the appropriate dimensions on the Contract Drawings if required by the field measurements. A representative of the government must be onsite to witness the measurements being taken. The Contractor shall notify the Contracting Officer and the Freshwater Bayou Lock Lockmaster, Mr. John Choate, at least seven (7) days in advance of this activity. Mr. Choate's telephone number is (337) 737-2481.

PART 2 PRODUCTS

2.1 MATERIALS

Submit system of identification which shows the disposition of specific lots of approved materials and fabricated items in the work, before completion of the contract; and materials orders, materials lists, and materials shipping bills in conformance with the requirements of Section

2.1.1 Metals

Structural steel, steel forgings, steel castings, stainless steel, and other metal materials used for fabrication shall conform to the requirements shown and specified herein and in Section C2 - FABRICATION OF HYDRAULIC STEEL STRUCTURES and/or C3 - METALWORK FABRICATION, MACHINE WORK, AND MISCELLANEOUS PROVISIONS.

2.1.1.1 Structural Steel Shapes

Structural steel shapes shall meet the requirements of ASTM A709/A709M, Grade 50 OR 50S. All materials shall be killed fine-grain mill practice.

Mill repairs of base metal are prohibited. Toughness shall meet the requirements of ASTM A709/A709M for Fracture Critical Tension Components in Zone 1. All materials shall include mill certification showing that the material meets the necessary toughness requirements.

2.1.1.2 Structural Steel Plates

Structural steel plates shall meet the requirements of ASTM A709/A709M, Grade 50. All materials shall be killed fine-grain mill practice. Mill repairs of base metal are prohibited. Toughness shall meet the requirements of ASTM A709/A709M for Fracture Critical Tension Components in Zone 1. All materials shall include mill certification showing that the material meets the necessary toughness requirements.

2.1.1.3 Steel Pipe

Provide pipe conforming to ASTM A53/A53M, type as selected, Grade B; primed finish, unless galvanizing is required; extra strong weight (XS).

2.1.1.4 Steel Tubing

Provide tubing conforming to ASTM A500/A500M, type as selected, Grade B;

primed finish, unless galvanizing is required.

2.1.1.5 Stainless Steel Bars and Shapes

ASTM A276/A276M Type 316, Condition A, hot-finished or cold-finished.

2.1.1.6 Stainless Steel Plate, Sheet, and Strip

ASTM A240/A240M. Plate finish shall be hot-rolled, annealed or heat-treated, and blast-cleaned or pickled. Sheet and strip finish shall be No. 1.

2.1.2 Steel Castings

Hinge and pintle castings shall meet the requirements of ASTM A148/A148M, Grade 80-50, unless noted otherwise on the drawings. The castings shall be stress relieved after welding.

2.1.3 Aluminum Grating

Grating shall be serrated and shall be made from aluminum meeting the requirements of ASTM B221, Alloy 6063, Temper T6. Grating shall be pressure locked close mesh rectangular design. Main bars shall be 1 1/2 inch X 3/16 inch spaced 7/16 inches center-to-center. Cross bars shall be of rectangular cross section, flush top and spaced 4 inches center-to-center. Main bars and cross bars to be slotted at their intersections so as not to remove excessive material from the load-sustaining members. Main bars shall be "dovetail" slotted and have their slots solidly filled by cross bars. Grating shall safely sustain a uniformly distributed load of 200 pounds per square foot on a 66-inch span and deflect less than 0.25 inches. Finish shall be mill finish. Grating shall be manufactured in accordance with NAAMM MBG 531.

2.1.4 Aluminum Check Plate

Patterned floor plate shall meet the requirements of ASTM B632/B632M, Alloy 6061-T6.

2.1.5 Steel Forgings

The hinge pin shall meet the requirements of ASTM A705/A705M, stainless, Type 630, Condition H1150. Lifting eyes for hinge pins shall meet the requirements of ASTM A489, Type 2.

2.1.6 Pintle

Pintle shall meet the requirements of ASTM A705/A705M, stainless, Type 630, minimum Brinell hardness 388.

2.1.7 Rubber Seals

Rubber seals shall be of the mold type only, shall be compounded of natural rubber, synthetic polyisoprene, or a blend of both, and shall contain reinforcing carbon black, zinc oxide, accelerators, antioxidants, vulcanizing agents, and plasticizers.

2.1.7.1 Physical Characteristics

Physical characteristics of the seals shall meet the following requirements:

PHYSICAL TEST TEST VALUE TEST METHOD

SPECIFICATION

Tensile Strength 2500 psi (min.) ASTM D412

Elongation at Break 450 percent (min.) ASTM D412

300 percent Modulus 900 psi (min.) ASTM D412

PHYSICAL TEST TEST VALUE TEST METHOD

SPECIFICATION

Durometer Hardness (Shore Type A)

60 to 70 ASTM D2240

*Water Absorption 5 percent by weight (max.)

ASTM D471

Compression Set 30 percent (max.) ASTM D395

Tensile Strength (after aging 48 hrs)

80 percent tensile strength (min.)

ASTM D572

The "Water Absorption" test shall be performed with distilled water. The washed specimen shall be blotted dry with filter paper or other absorbent material and suspended by means of small glass rods in the oven at a temperature of 70 degrees C plus or minus 2 degrees for 22 plus or minus 1/4 hour. The specimen shall be removed, allowed to cool to room temperature in air, and weighed. The weight shall be recorded to the nearest 1 mg as M subscript 1 (M subscript 1 is defined in ASTM D471). The immersion temperature shall be 70 degrees C plus or minus one (1) degree and the duration of immersion shall be 166 hours.

2.1.7.2 Fabrication

Where shown on drawings, rubber seals shall have a fluorocarbon film vulcanized and bonded to the sealing surface of the bulb. The film shall be

0.060 inch thick Huntington Abrasion Resistant Fluorocarbon Film No. 4508, or equal, and shall have the following physical properties:

Tensile strength 2,000 psi (min.)

Elongation 250 percent (min.)

The outside surface of the bonded film shall be flush with the surface of the rubber seal and shall be free of adhering or bonded rubber. Strips and corner seals shall be molded in lengths suitable for obtaining the finish lengths shown and with sufficient excess length to provide test specimens for testing the adequacy of the adhesion bond between the film and bulb of the seal. At one end of each strip or corner seal to be tested, the fluorocarbon film shall be masked during bonding to prevent a bond for a length sufficient to hold the film securely during testing.

2.1.7.3 Tubing

Sleeves for rubber seals shall meet the requirements of ASTM A269/A269M, Type 316, 16 gage.

2.1.8 Elastomeric Pads, Shims, And Spacers

2.1.8.1 Material

The elastomer shall be 100 percent virgin chloropene (neoprene).

2.1.8.2 Fabrication

Plain elastomeric pads, shims, and spacers shall conform to the applicable requirements of ASTM D4014. Laminated fabric pads, shims, and spacers shall conform to applicable requirements of AASHTO M251. Pads, shims, or spacers ½ inch or less in thickness shall be either all elastomer or laminated. Pads, shims, or spacers over ½ inch thick shall be laminated.

Stacking of individually laminated pads, shims, or spacers to attain thickness over ½ inch is not acceptable. Plain elastomer pads, shims, or spacers shall be molded individually, or cut from previously molded strips or slabs, or extruded and cut to size. Cutting shall produce a smooth surface and no heating of the elastomer.

2.1.9 Fenders

Fenders shall be Composite Marine Timber as specified herein and as shown on the drawings.

2.1.9.1 Plastic Wales, Girts, Thrust Blocks and Splices

The fiberglass reinforced plastic composite marine timber shall be in accordance with the requirements of this specification and shall be the manufacturer's standard commercial product. Materials used shall be free from defects which would adversely affect the performance or maintainability of individual components or of the overall assembly.

Additional features which are not specifically prohibited by this specification, but which are a part of manufacturer's standard commercial product, shall be included in the plastic wales, girts, thrust blocks and splices being furnished.

2.1.9.2 Plastic

The plastic shall be a mixture of one or more of the following recycled post-consumer or postindustrial thermoplastics: High density polyethylene, medium density polyethylene, low density polyethylene, and polypropylene. The plastic shall have a dense, hardened exterior layer that is continuous and homogenous throughout the length and perimeter of the plastic wale, girt, thrust block and splices. This plastic shall be mixed with the appropriate colorants, UV inhibitors and antioxidants, so that the resulting plastic portion of the product shall conform to the characteristics as listed in Table I.

2.1.9.3 Reinforcing

The plastic composite marine timber shall be reinforced with deformed fiberglass elements. The reinforcing elements shall conform to the characteristics found in Table II. The reinforcing elements shall be arranged in a square pattern, as described in Table III, within the plastic composite marine timber (plastic wale, girt, thrust block and splices).

Each plastic wale, girt, thrust block and splices shall have a quantity of four (4) fiberglass reinforcing elements with a minimum diameter of 1.25-inches each. Each individual element shall typically run the entire length of the timber, terminating flush with the ends, with the rebar exposed. No plastic, fiberglass or metal elements or supports for the reinforcing element shall be used in the plastic wales, girts, thrust blocks and splices. The reinforcing elements shall be designed to enable residual stresses to be relieved.

2.1.9.4 General Configuration

The plastic composite marine timber shall have a square cross section with radiused corners. Both ends shall be cut square. It shall be seamless with a smooth outer skin.

TABLE I PLASTIC (Typical Properties)

Ultraviolet (ASTM D4329) No more than 10% change in Shore D durometer hardness after 500 hours exposure

Tensile Strength (ASTM D638) Minimum 500 psi at break

Compressive Modulus of Minimum 40,000 psi

2.1.9.5 Fiberglass Reinforcing Elements

TABLE II REINFORCING

Flexural Strength (ASTM D790 or ASTM D4476 /D4476M)

Flexural Strength Minimum 70,000 psi

Compressive Properties

(ASTM D695)

Compressive Strength Minimum 40,000 psi

2.1.9.6 Dimensions

Dimensions for the fiberglass reinforced plastic composite marine timber shall be as shown in Table III.

TABLE III DIMENSIONS

Plastic Marine Timber Dimension Tolerance

Width 8.00 inches +/-0.25 inches

Height 12.00 inches +/-0.25 inches

Corner radius 1.875 inches +/-0.375 inches

Distance from outer surface to rebar elements

2.00 inches +/-1.0 inches

2.1.10 Aluminum Guardrails

2.1.10.1 General

Provide materials with smooth surfaces, without seam marks, roller marks, rolled trade names, stains, discolorations, or blemishes. Brackets, flanges, and anchors shall be cast or formed metal of same type of material and finish as supported rails, unless otherwise indicated.

2.1.10.2 Aluminum Railings And Guardrails

Provide railings and guardrails consisting of 2 inch nominal schedule 80 pipe ASTM B211/B211M, alloy 6061-T6. Provide mill-finish aluminum railings. Provide internal/external, reverse knurl, cup point, hex head set screws. Ensure that all fasteners are Series 300 stainless steel as specified in Section C2 - FABRICATION OF HYDRAULIC STEEL STRUCTURES.

2.1.10.3 Toe Boards

Provide toe boards in the size as shown on the drawings and meeting the requirements of ASTM B211/B211M or ASTM B221, alloy 6061-T6. Provide mill-finish aluminum railings.

2.1.10.4 Guardrail Fittings

Provide cast fittings meeting the requirements of ASTM B179, alloy 535.

Fitting shall be cast in accordance with ASTM B26/B26M.

2.1.10.5 Safety Chains

Provide safety chains of galvanized steel, straight-link type, 3/16 inch diameter, with at least 12 links per foot, and with snap hooks on each end. Test safety chain in accordance with ASTM A467/A467M, Class CS.

Provide snap hooks of boat type. Provide galvanized 3/8 inch bolt with 3/4 inch eye diameter for attachment of chain, anchored as indicated. Supply two chains, 4 inches longer than the opening spacing, for each guarded area. Locate guardrail safety chain where indicated.

2.1.10.6 Eyebolts

Eyebolts for walkway chain shall be either closed eye bolts or welded eye bolts, manufactured from material meeting the requirements of ASTM F593, Type 316, minimum 3/8" nominal size. Nuts shall meet the requirements of ASTM F594, Type 316

2.1.11 Gear Rack Assembly

2.1.11.1 Gear Rack

Gears shall be fabricated from plate conforming to ASTM A514/A514M, Grade E. Gears shall be minimum AGMA Quality 9.

2.1.11.2 Gear Rack Fasteners

2.1.11.2.1 Structural Bolts

Carbon steel bolts shall meet the requirements of ASTM F3125/F3125M, Grade A325, Type 3, heavy hex head.

2.1.11.2.2 Carbon Steel Nuts

Nuts for carbon steel bolts shall be heavy hex nuts meeting the requirements of ASTM A563, Grade DH3.

2.1.11.2.3 Plain Washers

Washers for carbon steel bolts shall meet the requirements of ASTM F436/F436M, Type 3.

2.1.11.2.4 Custom Washers

Custom washers for gear racks shall meet the requirements of ASTM A588/A588M.

2.1.12 Keys

Keys shall be fabricated to the dimensions specified on the drawings from

Type 316 stainless steel. Keys shall be fabricated in accordance with

ASME B17.1.

2.1.13 Ladders

Fabricate vertical ladders conforming to Section 7 of 29 CFR 1910.27 and to the details shown on the drawings. Ladders shall be fabricated of stainless steel conforming to ASTM A276/A276M Type 316, Condition A, hot-finished or cold-finished. Use 3 by 5/8 inch steel flats for stringers and 1.125 inch diameter steel rods for rungs. Rungs to be not less than 18 inches wide, spaced one foot apart, plug welded or shouldered and headed into stringers.

Install ladders so that the distance from the rungs to the any obstruction behind the ladder will not be less than 7 inches. Splices in side rails shall be made using full penetration welds and shall be a smooth transition between connecting ends without sharp or extensive projections. All welds shall be ground smooth. The top rung of the ladder must be level with the top of the access level, parapet or landing served by the ladder except for hatches or wells. Extend the side rails of through or side step ladders 42 inches above the access level. Provide safety chains at the top of access/egress level.

2.1.14 Ladder Safety Devices

Ladder safety device shall conform to 29 CFR 1910.29, Section 7 of ALI A14.3 and ASSP Z359.16. Ladder safety device shall be similar and at least equal to Miller "GlideLoc" system by Honeywell. Ladder safety devices shall be furnished for ladders as shown on the drawings and installed in accordance with manufacturer's instructions. Each ladder safety system must allow the worker to climb up and down using both hands and does not require the employee continuously, hold, push, or pull any part of the system while climbing. The ladder safety device shall be positively attached to the ladder at a minimum of 4 locations, spaced no more than 7 feet apart. The design and installation of mountings and cable guides shall not reduce the design strength of the ladder. The contractor shall furnish two fall arresters and harnesses (size large and extra-large) for use with this system.

2.2 MANUFACTURED UNITS

Bolts, nuts, washers, screws and other manufactured units shall conform with the requirements shown and specified and in Section C2 - FABRICATION

OF HYDRAULIC STEEL STRUCTURES.

2.3 FABRICATION

2.3.1 Structural Fabrication

Structural fabrication shall conform with the requirements shown and specified herein and in Section C2 - FABRICATION OF HYDRAULIC STEEL STRUCTURES except for items covered in Section C3- METALWORK FABRICATION, MACHINE WORK, AND MISCELLANEOUS PROVISIONS. Components shall be shop-fabricated of the materials specified and shown. Dimensional tolerances shall be as specified and shown. Splices shall occur only where shown or approved. Pin holes shall be bored in components after welding, straightening, stress-relieving, and threading operations are completed.

Brackets, eye bar sections, and other components requiring straightening shall be straightened by methods which will not damage the material.

Bronze bushings shall be press-fitted with supporting components. Bolt connections, lugs, clips, or other pick-up assembly devices shall be provided for components as shown and required for proper assembly and installation. Provisions shall be made for the installation of appurtenances as required.

2.3.2 Welding

Welding shall conform with AWS D1.5M/D1.5, the requirements specified, and in Section C2 - FABRICATION OF HYDRAULIC STEEL STRUCTURES except as noted in Section C3- METALWORK FABRICATION, MACHINE WORK, AND MISCELLANEOUS PROVISIONS. Welds shall be of the type shown on the contract drawings and approved detail drawings. Radiographic examination is required on the major shop and field welds of the type and location indicated on the drawings. Welds which have been designated to receive radiographic examination and are found to be inaccessible to a radiation source or film, or are otherwise so situated that radiographic examination is not feasible may be examined, with written approval of the Contracting Officer (CO), by ultrasonic tests. Components shall be stress-relief heat treated after welding where shown. Stress-relieving of components shall be performed prior to the attachment of miscellaneous appurtenances.

2.3.3 Bolted Connections

2.3.3.1 Structural Bolted Connections

Unless specified otherwise, structural bolts are only required for the attachment of the gear rack sections and for the attachment of the upper hinge plate to the horizontal gate members. Remaining bolts shall be corrosion resistant. Structural bolts shall be tightened to the requirements shown on the Contract Drawings. Equip all nuts with washers.

Where the use of high strength bolts is specified or indicated the materials, workmanship and installation must conform to the applicable provisions of ASTM F3125/F3125M and RCSC Specifications for Structural Joints using Grade A325 or Grade A490 Bolts.

2.3.3.2 Corrosion Resistant Bolted Connections

Corrosion resistant bolted connections shall conform with the requirements specified in Section C2 - FABRICATION OF HYDRAULIC STEEL STRUCTURES.

2.3.4 Machine Work

Machine work shall conform with the requirements specified in Section C3 -

METALWORK FABRICATION, MACHINE WORK, AND MISCELLANEOUS PROVISIONSS.

2.3.5 Cambered or Bent Members

Submit a Beam Cambering Plan for approval prior to fabrication. The plan must include process, procedure, and equipment required to achieve the specified camber. For members that require hot bending or cambering, use an approved procedure that addresses support conditions, preloading (if any), and heat application and control. Support members to be heat-cambered with the web vertical, and space supports to take maximum advantage of dead load in the member before heat is applied.

2.3.6 Miscellaneous Provisions

Miscellaneous provisions for fabrication shall conform with the requirements specified and in Section C2 - FABRICATION OF HYDRAULIC STEEL

STRUCTURES.

2.3.7 Fabrications

Submit approved samples, prior to use of the represented materials or items in the work. Samples of standard and shop fabricated items shall be full size and complete as required for installation in the work. Approved samples may be installed in the work provided each sample is clearly identified and its location recorded. Fabrications shall conform to the following requirements.

2.3.7.1 Gate Leaf

Each gate leaf shall be of welded fabrication except for bolted appurtenances. Gate leaf shall consist of a pintle socket, pipe column, and top hinge pin housing integrally framed with horizontal and vertical trusses supporting vertical ribs faced with a continuous skin plate. Gate leaf shall be shop-fabricated. Splices in skin plates shall be located only where shown or approved. If splicing of any gate member or plate is required by the Contractor for fabrication or delivery, then the complete design, calculations, and details of all splices shall be submitted for approval stamped by a registered Professional Engineer. Splicing shall be kept to a minimum and permit easy field-assembly and shall be as few as practicable to minimize the number of joints to be field-welded. Splices shall be located at points of minimum stress, develop the full capacity of the member, and perform all functions of the unspliced member. Any splices shall be full penetration welded connections and tested according to fracture critical testing requirements. In addition to welds specifically indicated on the drawings for nondestructive testing, 100 percent of welds in the joints between trusses and pintle socket and joints between trusses and hinge pin housing shall receive nondestructive testing. Gate leaf shall be provided complete with pintle assembly, hinge assembly, seal assembly, and other appurtenant components as required for complete installation as specified and shown.

2.3.7.2 Hinge Assembly

Each hinge assembly shall consist of hinge receiver casting, hinge casting, hinge bearing housing, spherical bearing, hinge pin, and keeper plate as well as associated fasteners. The existing hinge anchor casting and anchorage assembly shall be re-used. In addition to welds specifically indicated on the drawings for nondestructive testing, welds in the hinge assembly components shall receive nondestructive testing. Welded hinge assembly components shall be stress-relieved by heat-treating after all welding is completed. Stress-relieving shall be performed prior to machining.

The hinge ball and bushing shall be supplied as a matched set. Each part shall be stamped with an identification marking to match the components to each other at a later date. The ball and bushing shall be stamped on the top so that the markings are visible in the installed condition. Stamped marking shall be 3/8" in height. Markings shall also be on the packaging.

The stamping of the items will allow for the remating if the individual parts become separated.

2.3.7.3 Pintle Assembly

Each pintle assembly shall consist of pintle, pintle housing casting, pintle bushing, and pintle socket which shall be an integral component of the gate leaf. The existing pintle support and anchorage assembly shall be re-used.

The pintle and bushing shall be supplied as a matched set. Each part shall be stamped with an identification marking to match the components to each other at a later date. The pintle and bushing shall be stamped on the bottom so that the markings are visible before the gate is installed.

Stamped marking shall be 3/8" in height. Markings shall also be on the packaging. The stamping of the items will allow for the remating if the individual parts become separated.

2.3.7.4 Seal Assemblies

Seal assemblies shall consist of rubber seals, stainless steel retainer and spacer bars, tubing, and fasteners. Rubber seals shall be continuous over the full length. Splices in seals shall be fully molded, develop a minimum tensile strength of 50 percent of the unspliced seal, and occur only at locations shown. Splices shall be on a 45 degree bevel related to the "thickness" of the seal. The surfaces of finished splices shall be smooth and free of irregularities. Stainless steel retainer bars shall be field-spliced only where shown and shall be machine-finished after splicing.

2.3.8 Shop Assembly

Shop assembly requirements for sector gates and appurtenant items shall be as shown and specified herein and in Section C2 - FABRICATION OF HYDRAULIC STEEL STRUCTURES. Sector gates and appurtenant items shall be assembled completely in the shop, unless otherwise approved, to assure satisfactory field installation. Adjoining components shall be fitted and bolted together to facilitate field connections. The matchmarking of unassembled items shall be carefully preserved until the items are assembled. Mating surfaces and machined surfaces shall be covered with a rust preventive until assembly. Assembled components shall be shop-welded in their final positions as much as delivery conditions will permit. Rubber seal clamp bars and support plates shall be fitted and drilled to match the skin plate, match-marked, and removed for shipment. Seals shall be provided without holes drilled. Shop assembly and disassembly work shall be performed in the presence of the CO unless otherwise approved. The presence of the CO will not relieve the Contractor of any responsibility under this contract.

2.4 TESTS, INSPECTIONS, AND VERIFICATIONS

Submit certified test reports for material tests, with all materials delivered to the site.

2.4.1 General

Tests, inspections, and verifications for materials shall conform to the requirements specified and in Section C2 - FABRICATION OF HYDRAULIC STEEL

STRUCTURES.

2.4.2 Testing of Rubber Seals

The fluorocarbon film of rubber seals shall be tested for adhesion bond in accordance with ASTM D413 using either the machine method or the deadweight method. A 1 inch long piece of seal shall be cut from the end of the seal which has been masked and subjected to tension at an angle approximately 90 degrees to the rubber surface. There shall be no separation between the fluorocarbon film and the rubber when subjected to the following loads:

THICKNESS OF

FLUOROCARBON FILM

MACHINE METHOD AT 2

INCHES PER MINUTE

DEADWEIGHT METHOD

0.060 inch 30 pounds per inch width 30 pounds per inch width

Tests results shall be emailed to mvn-cd-q-testresults@usace.army.mil and also to the Government's Inspector and Project Engineer. In addition, all test results shall be uploaded into RMS.

PART 3 EXECUTION

3.1 PAINTING

Exposed parts of gates and appurtenances, shall be painted as specified in Section C4 - PAINTING: HYDRAULIC STRUCTURES, except machined surfaces, corrosion-resistant surfaces, cathodic protection system anodes, and other specified surfaces. Faying surfaces at upper hinge shall be primed with a Class B coating in accordance with AISC 325.

3.2 RUBBER SEALS

Match-drill bolt holes in the skin plate with the seal support and clamping bars, as applicable; to insure proper fit and spacing between holes of the completed seal assembly. Drilling of holes shall be performed before gate is painted. A spacer of appropriate thickness shall be used to compensate for the rubber seal since the holes in the rubber seal shall not be drilled by the Contractor.