A12._Combined_Synopsis_&_Soliciation.pdf

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Attached to: Miter Gate Anchor Bar - Rivers Project Office Federal contract opportunity
Solicitation number: W912P919T0034
Issued by: Department of the Army Corps of Engineers Engineering District St Louis

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US Army Corps of Engineers St. Louis District

Miter Gate Anchor Bar/Gate Block/ Turning Feet Fabrication Rivers Project Office

Rivers Project Office 301 Riverlands Way West Alton, Mo. 63386

COMBINED SYNOPSIS & SOLICITATION

W912P919T0034

This is a combined synopsis/solicitation for commercial items prepared in accordance with the format in Subpart 12.6, as supplemented with additional information included in this notice. This announcement constitutes the only solicitation; proposal are being requested and a written solicitation will not be issued.

Solicitation Number: W912P919T0034

This solicitation is issued as a Request for Quotation.

The solicitation document and incorporated provisions and clauses are those in effect through the date of posting.

This solicitation is set-aside for total small businesses associated with NAICS code 332111, size standard 750 employees.

Please provide a completed copy of the provision at 52.212-3, Offeror Representations and Certifications

– Commercial Items with your offer.

Scope of Work

1. GENERAL. The work provided for herein consists of furnishing all plant, labor, material, and equipment and performing all operations required to fabricate, assemble, and deliver the Turning Feet and Turning Tables, as specified herein and shown on the contract drawings.

2. OMISSIONS. This scope of work may duplicate or not cover all specified activities, steps, and/or procedures required to accomplish work. In case of omission, the normal industry standards, practices, specifications and/or guidelines shall prevail.

3. CONTRACTING OFFICER. The term "Contracting Officer" shall mean the person executing this contract on behalf of the Government, and any other officer or civilian employee who is properly designated Contracting Officer; and the term shall include, except as otherwise provided in this contract, the authorized representative of a Contracting Officer acting within the limits of their authority.

4. WARRANTY. Materials and workmanship shall be warranted by the Contractor for a period of one year from date of delivery to the Government. All replacement parts required under the warranty provisions shall be furnished by the Contractor at no additional cost to the Government.

5. PAYMENT. Payment will be made at the contract amount for the applicable item shown in Section B, which price and payment shall constitute full compensation for the work specified herein and shown on the contract drawings for each item.

6. RESERVED.

7. Place of Delivery. The item(s) supplied under this contract shall be delivered F.O.B. Destination to:

U.S. Army Corps of Engineers St. Louis District Melvin Price Lock and Dam 1 Lock and Dam Way Alton, IL 62002

Deliveries are accepted Monday – Friday, 0800 - 1630.

8. ANTITERRORISM/OPERATIONS SECURITY:

a) Suspicious Activity Reporting Training (e.g. iWATCH, CorpsWatch, or See Something, Say Something): The contractor and all associated sub-contractors shall receive a brief/training (provided by the RA) on the local suspicious activity reporting program. This locally developed training will be used to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the project manager, security representative or law enforcement entity. This training shall be completed within 30 calendar days of contract award and within 30 calendar days of new employees commencing performance with the results reported to the COR NLT 5 calendar days after the completion of the training.

b) Pre-screen candidates using E-Verify Program: The Contractor must pre-screen Candidates using the E-verify Program (http://www.uscis.gov/e-verify) website to meet the established employment eligibility requirements. The Vendor must ensure that the Candidate has two (2) valid forms of Government issued identification prior to enrollment to ensure the correct information is entered into the E-verify system. An initial list of verified/eligible Candidates must be provided to the COR no later than three (3) business days after the initial contract award.

a. When contracts are with individuals, the individuals will be required to complete a Form I-9, Employment Eligibility Verification, with the designated Government representative. This Form will be provided to the Contracting Officer and shall become part of the official contract file.

9. DRAWINGS AND SPECIFICATIONS. See attached plans and specifications listed herein for additional work performance requirements to include submittal, testing, and inspection requirements:

A. SECTION B – BIDDING SCHEDULE

B. SECTION C - DESCRIPTION/SPECIFICATIONS

C. SECTION F - DELIVERIES OR PERFORMANCE

D. SECTION G – DRAWINGS

10. GENERAL NOTE. Upon completion of work the contractor and Government shall inspect all work for functionality and operation. The contractor shall be responsible for repair or replacement of all damages or non-functioning components prior to final acceptance and repair or replacement of all damages to the work site resulting from work performed under this contract.

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0002 2 Each

Fabricate Gate Block

FFP

FOB: Destination

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0003 4 Each

Fabricate Anchor Bar Sets

FFP

FOB: Destination

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0004 1 Each

Supply Plate Steel

FFP

FOB: Destination

NET AMT

SECTION B - BIDDING SCHEDULE

QUANTITY UNIT UNIT PRICE AMOUNT ITEM NO SUPPLIES/SERVICES

0001 8 Each

Fabricate Turning Feet

FFP

FOB: Destination

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0005 1 Job

Delivery of Fabricated Parts

FFP

FOB: Destination

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0006 1 Job

Delivery of Plate Steel

FFP

FOB: Destination

NET AMT

INSPECTION AND ACCEPTANCE TERMS

Supplies/services will be inspected/accepted at:

CLIN INSPECT AT INSPECT BY ACCEPT AT ACCEPT BY

0001 N/A N/A N/A Government 0002 N/A N/A N/A Government 0003 N/A N/A N/A Government 0004 N/A N/A N/A Government 0005 N/A N/A N/A Government 0006 N/A N/A N/A Government

0001 01-DEC-2019 8 966473

0002 01-DEC-2019 2 966473

0003 01-DEC-2019 4 966473

0004 01-SEP-2019 1 966473

0005 01-DEC-2019 1 966473

0006 01-SEP-2019 1

MELVIN PRICE LOCKS AND DAM

KATHY CRONE

#1 LOCK AND DAM WAY

EAST ALTON IL 62024-2406

636 899-1543 FOB: Destination

(SAME AS PREVIOUS LOCATION)

FOB: Destination

(SAME AS PREVIOUS LOCATION)

FOB: Destination

(SAME AS PREVIOUS LOCATION)

FOB: Destination

(SAME AS PREVIOUS LOCATION)

FOB: Destination

(SAME AS PREVIOUS LOCATION)

FOB: Destination

966473

DELIVERY INFORMATION

CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

SECTION C

TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 FABRICATE TURNING FEET

1.2 FABRICATE GATE BLOCK

1.3 FABRICATE ANCHOR BAR SET

1.4 SUPPLY PLATE STEEL

1.5 DELIVERY OF FABRICATED PARTS

1.6 DELIVERY OF PLATE STEEL

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 22 00 Page 1

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 FABRICATE TURNING FEET

Payment for all costs associated with fabricating turning feet will be made at the contract price each for "Fabricate Turning Feet", which price and payment shall constitute full compensation for providing all plant, labor, material and equipment and performing all operations necessary to complete the work as specified and as shown on the drawings.

1.2 FABRICATE GATE BLOCK

Payment for all costs associated with fabricating gate blocks will be made at the contract price each for "Fabricate Gate Block", which price and payment shall constitute full compensation for providing all plant, labor, material and equipment and performing all operations necessary to complete the work as specified and as shown on the drawings.

1.3 FABRICATE ANCHOR BAR SET

Payment for all costs associated with fabricating Anchor bar sets, to include but not be limited to, anchor bars, sleeve nuts, gudgeon links, gudgeon pins, connecting pins, bushings, rings, shims, keeper plates, painting, and items incidental thereto, will be made at the contract price per each for bid item "Fabricate Anchor Bar Set" as specified herein and as shown on the drawings. One anchor bar "set" includes the parts required for one gate that is comprised of two leaves.

1.4 SUPPLY PLATE STEEL

Payment for the supply of raw plate steel will be made at the contract job price for "Supply Plate Steel" which price and payment shall constitute full compensation for providing all plant, labor, material and equipment and performing all operations necessary to complete the work as specified.

1.5 DELIVERY OF FABRICATED PARTS

Payment for delivery of fabricated parts will be made at the contract job price for "Delivery of Fabricated Parts", which price and payment shall constitute full compensation for providing all plant, labor, material and equipment and performing all operations necessary to complete the work as specified.

1.6 DELIVERY OF PLATE STEEL

Payment for delivery of plate steel will be made at the contract job price for "Delivery of Plate Steel", which price and payment shall constitute full compensation for providing all plant, labor, material and equipment and performing all operations necessary to complete the work as specified.

SECTION 01 22 00 Page 2

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 22 00 Page 3

SECTION TABLE OF CONTENTS

DIVISION 05 - METALS

SECTION 05 50 15

MISCELLANEOUS METALS AND STANDARD ARTICLES

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 SUBMITTAL DESCRIPTIONS

1.4 SAFETY

1.5 DELIVERY, STORAGE, AND HANDLING

1.5.1 General

PART 2 PRODUCTS

2.1 STANDARD METAL ARTICLES

2.1.1 Structural Steel Plates for Turning Feet and Gate Blocks

2.1.2 Structural Steel Angle

2.1.3 Bolts, Nuts and Washers

2.1.4 Sleeve Nuts Sleeve nuts shall be ASTM A668/A668M Class G as noted on the drawings.

2.1.5 Anchor Bars

2.1.6 Gudgeon Links

2.1.7 Keeper Rings

2.1.8 Anchor Rings and Collars

2.1.9 Connecting Pins

2.1.10 Steel Bushings

2.1.11 Copper Alloy Bushings

2.2 MISCELLANEOUS ITEMS

2.2.1 Plate Steel

2.3 FABRICATION

2.3.1 Bolted Connections

2.3.2 Welding of Structural Steel

2.3.3 Tests, Inspections, And Verifications

2.3.4 Inspection of Structural Steel Welding

2.3.5 Structural Steel Welding Repairs

2.3.6 Shop Assembly and Field Work

PART 3 EXECUTION

3.1 FINISHES

3.1.1 Painting

3.2 MACHINE WORK

3.2.1 Finished Surfaces

3.2.2 Unfinished Surfaces

3.2.3 Pin Bores

3.3 TESTS

3.3.1 Workmanship

3.3.2 Production Welding

3.4 SAFETY PROVISIONS.

SECTION 05 50 15 Page 1

-- End of Section Table of Contents --

SECTION 05 50 15 Page 2

SECTION 05 50 15

MISCELLANEOUS METALS AND STANDARD ARTICLES

PART 1 GENERAL

This section covers fabrication of Turning Feet, Gate Blocks, Anchor Bars, Connecting Pins, bronze connecting pin bushings, steel bushings and related items.

1.1 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 WELDING SOCIETY (AWS)

AWS Z49.1 (2012) Safety in Welding and Cutting and Allied Processes

AWS D1.1/D1.1M (2015) Structural Welding Code - Steel

ASME INTERNATIONAL (ASME)

ASME B46.1 (2009) Surface Texture, Surface Roughness, Waviness and Lay

ASTM INTERNATIONAL (ASTM)

ASTM A148/A148M (2014) Standard Specification for Steel Castings, High Strength, for Structural Purposes

ASTM A322 (2013) Standard Specification Steel Bars, Alloy, Standard Grades

ASTM A36/A36M (2014) Standard Specification for Carbon Structural Steel

ASTM A307 (2014) Standard Specification for Carbon Steel Bolts and Studs, 60 000 PSI Tensile Strength

ASTM A434/A434M (2015) Standard Specification for Steel Bars, Alloy, Hot-Wrought or Cold-Finished, Quenched and Tempered

ASTM A500/A500M (2010a) Standard Specification for Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes

ASTM A572/A572M (2012) Standard Specification for High-Strength Low-Alloy Columbium-Vanadium

SECTION 05 50 15 Page 3

Structural Steel

ASTM A563 (2007a) Standard Specification for Carbon and Alloy Steel Nuts

ASTM A668/A668M (2015) Standard Specification for Steel Forgings, Carbon and Alloy, for General Industrial Use

ASTM A709/A709M (2011) Standard Specification for Structural Steel for Bridges

ASTM A992/A992M (2011) Standard Specification for Structural Steel Shapes

ASTM B505/B505M (2014) Standard Specification for Copper-Base Alloy Continuous Castings

ASTM F436 (2011) Hardened Steel Washers

ASTM F844 (2007a; R 2013) Washers, Steel, Plain (Flat), Unhardened for General Use

ASTM F3125 (2015a) Standard Specification for High Strength Structural Bolts, Steel and Alloy Steel, Heat Treated, 120 ksi (830 MPa) and 150 ksi (1040 MPa) Minimum Tensile Strength, Inch and Metric Dimensions

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

1.2 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control and are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Detail Drawings; G, EC-DS

Detail drawings for metalwork and machine work shall be submitted and approved prior to start of fabrication. Drawings shall indicate the sequence of fabrication and assembly.

Materials; G, EC-DS

Copies of purchase orders, mill orders, shop orders and work orders for materials shall be submitted prior to the use of the materials in the work.

Materials; G, EC-DS

SECTION 05 50 15 Page 4

Materials List for fabricated items shall be submitted at the time of the submittal of detail drawings.

Structural Steel Welding Repairs; G, EC-DS

SD-03 Product Data

Welding Procedure Specifications; G, EC-DS Welder, Welding Operator, and Tacker Qualification; G, EC-DS Inspector Qualifications; G, EC-DS Procedure Qualifications; G, EC-DS Previous Personnel Qualifications; G, EC-DS

SD-06 Test Reports

Tests, Inspections, And Verifications; G, EC-DS Material Tests; G, EC-DS

Certified test reports for all materials shall be submitted with all materials delivered to the site.

1.3 SUBMITTAL DESCRIPTIONS

Copies of the welding procedure specifications; the procedure qualifications test records; Inspector Qualifications; previous personnel qualifications; and the welder, welding operator, and tacker qualification test records shall be submitted prior commencing fabrication.

1.4 SAFETY

Safe welding practices and safety precautions during welding must conform to AWS Z49.1 .

1.5 DELIVERY, STORAGE, AND HANDLING

1.5.1 General

Perform delivery, handling, and storage of materials and fabricated items in conformance with the recommendations of the manufacturer and approved by the Contracting Officer. Damaged materials shall be repaired by the Contractor at the direction of the Contracting Officer. Ship each subassembly completely assembled.

PART 2 PRODUCTS

2.1 STANDARD METAL ARTICLES

Standard metal articles shall conform to the respective specifications and other designated requirements. Sizes shall be as specified or shown.

Where material requirements are not specified, materials furnished shall be suitable for the intended use and shall be subject to approval.

2.1.1 Structural Steel Plates for Turning Feet and Gate Blocks

Structural steel plate shall be ASTM A572/A572M , Grade 50.

2.1.2 Structural Steel Angle

Structural steel angle shall be ASTM A36/A36M or ASTM A992/A992M .

SECTION 05 50 15 Page 5

2.1.3 Bolts, Nuts and Washers

Unless otherwise noted, bolts shall be ASTM A307, grade A, plain, with ASTM A563, grade A, plain hex nuts and ASTM F844 plain washers. Bolts for slip-critical connections as noted on the drawings shall be ASTM F3125, Grade A325 with ASTM A563 Bolts, Grade DH, and ASTM F436 hardened washers.

2.1.4 Sleeve Nuts

Sleeve nuts shall be ASTM A668/A668M Class G as noted on the drawings.

2.1.5 Anchor Bars

Anchor bars shall be ASTM A668/A668M Class G as noted on the drawings.

2.1.6 Gudgeon Links

Gudgeon links shall be ASTM A668/A668M Class G as noted on the drawings.

2.1.7 Keeper Rings

Keeper rings shall be ASTM A148/A148M Grade 80-50 as noted on the drawings.

2.1.8 Anchor Rings and Collars

Anchorage rings and collars shall be ASTM A36/A36M.

2.1.9 Connecting Pins

Connecting pins shall be ASTM A322 Grade 4340, as noted on the drawings.

ASTM A322 Grade 4340 shall have a minimum yield strength of 62 ksi and a minumum ultimate strength of 108 ksi.

2.1.10 Steel Bushings

Steel bushings shall be ASTM A434/A434M Grade 4142, Class BC as noted on the drawings. Bushings material shall be heat treated to a minimum Brinell hardness of 260.

2.1.11 Copper Alloy Bushings

Copper alloy bushings shall be ASTM B505/B505M Alloy C86300 as noted on the drawings.

2.1.12 Hollow Structural Steel Tube

Hollow Structural Steel Tube shall be ASTM A500/A500M , Grade C.

2.2 MISCELLANEOUS ITEMS

2.2.1 Plate Steel

The Contractor shall furnish raw plate steel to the Government as follows:

Quantity Description 2 Steel Plate, 8 ft. x 10 ft. x 4 in. Thickness

SECTION 05 50 15 Page 6

Steel plate shall be ASTM A709/A709M Grade 50, with supplemntal impact zone 2 requirement.

2.3 FABRICATION

Detail drawings shall be submitted and approved prior to work beginning.

Materials shall be straight before being laid off or worked. Perform straightening, if necessary, by methods that will not impair the metal.

Sharp kinks or bends will be cause for rejection of the material.

Material with welds will not be accepted except where welding is definitely specified, indicated or otherwise approved. Shearing shall be accurate and all portions of the work neatly finished. Corners shall be square and true unless otherwise shown. Structural steel may be cut by mechanically guided or hand-guided torches, provided an accurate profile with a surface that is smooth and free from cracks and notches is obtained. Prepare surfaces and edges in accordance with AWS D1.1/D1.1M , Subsection 3.2. Where structural steel is not to be welded, chipping or grinding will not be required except as necessary to remove slag and sharp edges of mechanically guided or hand-guided cuts not exposed to view.

Chip, grind or machine to sound metal hand-guided cuts which are to be exposed or visible.

2.3.1 Bolted Connections

Bolts shall be ASTM F3125, grade A325, Type I, plain finish. Bolted connections shall be assembled in accordance with AISC 348-14 to the snug tight condition.

2.3.2 Welding of Structural Steel

a. Welding Process - Perform welding of structural steel by an electric arc welding process using a method which excludes the atmosphere from the molten metal and conforms to the applicable provisions of AWS D1.1/D1.1M . Minimize residual stresses, distortion and shrinkage from welding. For field work, temporary enclosures shall be utilized to prevent wind, rain, and extreme elements from interfering with welding operations and results.

b. Welding Technique

(1) Filler Metal - The electrode, electrode-flux combination and grade of weld metal shall conform to the appropriate AWS specification for the base metal and welding process being used or be as shown where a specific choice of AWS specification allowables is required. Include the AWS designation of the electrodes to be used in the schedule of welding procedures. Use only low hydrogen electrodes for manual shielded metal-arc welding regardless of the thickness of the steel. Use a controlled temperature storage oven at the job site as prescribed by AWS D1.1/D1.1M , Subsection 5.3.2 to maintain low moisture of low hydrogen electrodes.

(2) Preheat and Interpass Temperature - Perform preheating as required by AWS D1.1/D1.1M , Subsection 3.5 or as otherwise specified except that the temperature of the base metal shall be at least 70 degrees F. Slowly and uniformly preheat the weldments by approved means to the prescribed temperature, held at that temperature until the welding is completed and then permitted to cool slowly in still air.

SECTION 05 50 15 Page 7

c. Workmanship - Perform welding workmanship in accordance with AWS D1.1/D1.1M , Section 3 and other applicable requirements of these specifications.

(1) Preparation of Base Metal - Prior to welding inspect surfaces to be welded to ensure compliance with AWS D1.1/D1.1M , Subsection 5.15.

(2) Temporary Welds - Make temporary welds, required for fabrication and erection, under the controlled conditions prescribed for permanent work. Make temporary welds using low-hydrogen welding electrodes and by welders qualified for permanent work as specified in these specifications. Conduct preheating for temporary welds as required by AWS D1.1/D1.1M for permanent welds except that the minimum temperature shall be 120 degrees F in any case. In making temporary welds, arcs shall not be struck in other than weld locations. Remove each temporary weld and grind flush with adjacent surfaces after serving its purpose.

(3) Tack Welds - Subject tack welds that are to be incorporated into the permanent work to the same quality requirements as the permanent welds; clean and thoroughly fuse them with permanent welds. Perform preheating as specified above for temporary welds. Multiple-pass tack welds shall have cascaded ends. Remove defective tack welds before permanent welding.

2.3.3 Tests, Inspections, And Verifications

Perform material tests and analyses certified by an approved laboratory to demonstrate that materials are in conformity with the specifications.

These tests and analyses shall be performed and certified at the Contractor's expense. Perform tests, inspections, and verifications conforming to the requirements of the particular sections of these specifications for the respective items of work unless otherwise specified or authorized. Conduct tests in the presence of the Contracting Officer if so required. Furnish specimens and samples for additional independent tests and analyses upon request by the Contracting Officer. Properly label specimens and samples and prepare for shipment. Submit certified test reports for materials with all materials delivered to the site.

2.3.4 Inspection of Structural Steel Welding

Welding shall be subject to inspection to determine conformance with the requirements of AWS D1.1/D1.1M and the approved welding procedures and provisions stated in other sections of these specifications. All welds shall be visually examined by the Contractor's Inspector. For all visual examination of completed welds clean and carefully examine for insufficient throat or leg sizes, cracks, undercutting, overlap, excessive convexity or reinforcement and other surface defects to ensure compliance with the requirements of AWS D1.1/D1.1M , Section 6, subsection 6.9, Part C

2.3.5 Structural Steel Welding Repairs

Repair defective welds in the structural steel welding repairs in accordance with AWS D1.1/D1.1M , Subsection 3.7. Remove defective weld metal to sound metal by use of air carbon-arc or oxygen gouging.

Thoroughly clean surfaces before welding. Retest welds that have been repaired by the same methods used in the original inspection. Except for

SECTION 05 50 15 Page 8 the repair of members cut to remove test coupons and found to have acceptable welds costs of repairs and retesting will be borne by the Contractor. Submit welding repair plans for steel, prior to making repairs.

2.3.6 Shop Assembly and Field Work

Fabrication and assembly of all components shall be accomlished in an indoor, climate controlled shop.

PART 3 EXECUTION

3.1 FINISHES

3.1.1 Painting

Steel items shall be blasted and painted in accordance with SECTION 09 97 13.00 40 - STEEL COATINGS. Please refer to 09 97 13.00 40 - 3.4.1 Coating Schedule for specific items and portions of items to be coated.

3.2 MACHINE WORK

3.2.1 Finished Surfaces

a. Surface finishes indicated or specified herein, must be in accordance with ASME B46.1 . Values of roughness height specified are arithmetical average deviations expressed in micro inches. Roughness specified is the maximum value and any lesser degree will be satisfactory unless otherwise called for on the drawings. Determine compliance with specified surface by sense of feel and by visual inspection of the work compared to Roughness Comparison Specimens in accordance with the provisions of ASME B46.1 . Values of roughness width and waviness height are not specified but must be consistent with the general type of finish specified by roughness height. Flaws such as scratches, ridges, holes, peaks, cracks, or checks which will make the part unsuitable for the intended use are cause for rejection.

b. Where the finish is not indicated or specified, the type of finish is that which is most suitable for the particular surface and provides the class of fit required. Maximum surface roughness of any surface is 250 micro-inch. Indicate surfaces to be machine finished by symbols which conform to ASME B46.1 .

3.2.2 Unfinished Surfaces

In so far as practicable, lay out all work to secure proper matching of adjoining unfinished surfaces. Where there is a large discrepancy between adjoining unfinished surfaces, chip and grind smooth or machine to secure proper alignment. Unfinished surfaces must be true to the lines and dimensions indicated and must be chipped or ground free of all projections and rough spots. Fill depressions or holes not affecting the strength or usefulness of the parts in a manner approved by the Contracting Officer.

3.2.3 Pin Bores

Pin bores must be machined true to gages, smooth, straight, and at right angles to the axis of the member. Boring and machining shall be done in the shop as much as possible.

SECTION 05 50 15 Page 9

3.3 TESTS

3.3.1 Workmanship

Workmanship must be of the highest grade and in accordance with the best modern practices to conform with the specifications for the item of work being furnished.

3.3.2 Production Welding

Perform production welding conforming to the requirements of AWS D1.1/D1.1M as applicable.

3.4 SAFETY PROVISIONS.

The Contractor shall comply with all applicable provisions of Corps of Engineers Safety Manual EM 385-1-1 .

3.6 DELIVERY

All parts, assemblies and materials specified in this Contract shall be delivered to:

Melvin Price Lock and Dam 1 Lock and Dam Way Alton, IL 62002

-- End of Section --

SECTION 05 50 15 Page 10

SECTION TABLE OF CONTENTS

DIVISION 09 - FINISHES

SECTION 09 97 13.00 40

STEEL COATINGS

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 QUALITY CONTROL

1.4 DELIVERY, STORAGE, AND HANDLING

1.5 WARRANTY

PART 2 PRODUCTS

2.1 MATERIALS

2.1.1 Abrasive Blasting Material

2.1.2 Sealant Compound

2.1.3 Protective Coatings

2.1.3.1 Coating Systems

PART 3 EXECUTION

3.1 PREPARATION

3.1.1 Coating Hazards

3.1.2 Surface Preparation

3.1.3 Abrasive Blasting (AB)

3.1.4 Mechanical Cleaning (MC)

3.2 APPLICATION

3.2.1 General Requirements

3.2.2 Mixing and Application Procedures

3.2.3 Dry-Film Thickness (DFT)

3.2.4 Touch-Up

3.2.5 Sealant Compound Application

3.3 FIELD QUALITY CONTROL

3.3.1 Inspection

3.3.2 Inspection Forms

3.4 SCHEDULES

3.4.1 Coating Schedule

-- End of Section Table of Contents --

SECTION 09 97 13.00 40 Page 1

SECTION 09 97 13.00 40

STEEL COATINGS

PART 1 GENERAL

1.1 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.

ASTM INTERNATIONAL (ASTM)

ASTM C920 (2014a) Standard Specification for Elastomeric Joint Sealants

SOCIETY FOR PROTECTIVE COATINGS (SSPC)

SSPC AB 1 (2015; E 2017) Mineral and Slag Abrasives

SSPC Painting Manual (2002) Good Painting Practice, Steel Structures Painting Manual, Volume 1

SSPC SP 1 (2015) Solvent Cleaning

SSPC SP 10/NACE No. 2 (2007) Near-White Blast Cleaning

SSPC SP 3 (1982; E 2004) Power Tool Cleaning

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

29 CFR 1910.1000 Air Contaminants

29 CFR 1910.134 Respiratory Protection

1.2 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Material, Equipment, and Fixture Lists; G, ECDS

A Safety Plan; G, ECDS

SD-03 Product Data

Abrasive Blasting Material; G, ECDS

Sealant Compound; G, ECDS

SECTION 09 97 13.00 40 Page 2

Inorganic Zinc; G, ECDS

Inhibitive Polyamide Epoxy; G, ECDS

Aliphatic Polyurethane; G, ECDS

SD-04 Samples

Manufacturer's Standard Color Charts

Inspection Forms

SD-05 Design Data

Mix Designs; G, ECDS

Inorganic Zinc; G, ECDS

Inhibitive Polyamide Epoxy; G, ECDS

Aliphatic Polyurethane; G, ECDS

SD-06 Test Reports

Inspection Reports; G, ECDS

Test Reports; G, ECDS

SD-07 Certificates

Abrasive Blasting Material; G, ECDS

Sealant Compound; G, ECDS

Inorganic Zinc Coating; G, ECDS

Inhibitive Polyamide Epoxy; G, ECDS

Aliphatic Polyurethane; G, ECDS

SD-08 Manufacturer's Instructions

Protective Coatings; G, ECDS

SD-11 Closeout Submittals

Warranty; G, ECDS

1.3 QUALITY CONTROL

Submit a safety plan for protective coating systems in accordance with OSHA regulations.

Submit manufacturer's standard color charts showing manufacturer's standard finish colors.

1.4 DELIVERY, STORAGE, AND HANDLING

Deliver materials in their original, unopened containers bearing the

SECTION 09 97 13.00 40 Page 3 manufacturer's name, shelf-life, product identification, and batch number.

Store coatings, thinners, and cleaners in tightly closed containers in a covered, well-ventilated area; protected from exposure to extreme cold or heat, sparks, flame, direct sunlight, or rainfall. Follow manufacturer's instructions for storage limitations.

1.5 WARRANTY

Provide a Manufactures' warranty for each coating used.

PART 2 PRODUCTS

Submit a material, equipment, and fixture lists for manufacturer's style or catalog numbers, specification and drawing reference numbers and warranty information for the protective coatings systems fabrication site.

2.1 MATERIALS

2.1.1 Abrasive Blasting Material

Ensure abrasive blasting materials conforms to SSPC Painting Manual , Chapter 2.4, and SSPC AB 1 .

2.1.2 Sealant Compound

Sealant is a self-curing, single component, polysulfide-rubber type conforming to ASTM C920. Provide a sealant black in color and capable of being applied into the joint with a caulking gun.

2.1.3 Protective Coatings

Submit mix designs for each type of protective coating including a complete list of ingredients and admixtures. Submit applicable test reports verifying that the mix has been successfully tested and meets design requirements.

2.1.3.1 Coating Systems

The following three coating systems definitions are to be specified for use on the surfaces listed in the Coating Schedule, of this section, and as directed.

Coating System No. 1 consists of inorganic zinc only. Select inorganic zinc from the following listing. Ensure coatings, thinners, and cleaners are the product of one manufacturer.

Coating System No. 2 consists of an inorganic zinc first coat and an inhibitive polyamide epoxy finish coat.

Coating System No. 3 consists of an inorganic zinc first coat, inhibitive polyamide epoxy intermediate coat, and aliphatic polyurethane finish coat. Select coatings from the following listing. Ensure all coatings, thinners, and cleaners are the product of the same manufacturer. Ensure each successive coating is a contrasting color to provide a visual assurance of complete coverage.

SECTION 09 97 13.00 40 Page 4

COATING SYSTEMS

INORGANIC ZINC

INHIBITIVE

POLYAMIDE EPOXY

ALIPHATIC

POLYURETHANE MANUFACTURER

Dimetcote 9 Amercoat 370 Amercoat 450HS PPG One PPG Place Pittsburgh, PA 15272 412/434-3131

CarboZinc 11 Carboguard 893 Carbothane 134HG Carboline Company 350 Hanley Indust rial Court St. Louis, MO 63144 800/ 848-4645 Ext. 2557

Catha-Coat 304V Devran 201H Devthane 359 ICI-DEVOE 925 Euclid Ave.

Cleveland, OH 44115 216/344-8798

Ganicin 3.4 IOZ Corlar 3.2 PR or Corlar 2.1PR

Imron 3.5 HG DuPont Company DuPont Building 1007 Market Street Wil mington, DE 19898 800/441-7515

Porter Zinc 3200 Porter Glaze 4400 High Build

Porterthane 9000 Gloss Urethane

Porter Paint Company 400 South 13t h Street Louisville, KY 40203 800/332-6270

PART 3 EXECUTION

3.1 PREPARATION

3.1.1 Coating Hazards

Ensure that employees are trained in all aspects of the safety plan.

Specified coatings may have potential health hazards if ingested or improperly handled. Follow the coating manufacturer's written safety precautions throughout mixing, application, and curing of the coatings.

During all cleaning, cleanup, surface preparation, and paint application phases, ensure that employees are protected from toxic and hazardous chemical agents which exceed concentrations in 29 CFR 1910.1000 . Comply with respiratory protection requirements in 29 CFR 1910.134 .

3.1.2 Surface Preparation

For faying surfaces that become inaccessible after installation, abrasive blast and coat prior to installation.

Surfaces that are part of slip-critical joints are abrasive blasted and coated with inorganic zinc prior to installation.

SECTION 09 97 13.00 40 Page 5

Blast and paint only after welding is complete.

Coat prepared surfaces within 6 hours after completion of surface preparation and before rusting or recontamination occurs. Re-prepare surfaces not coated within 6 hours or which show rusting or contamination, regardless of the length of time after preparation.

Sequence surface preparation and coating operations so that freshly applied coatings are not contaminated by dust or foreign matter.

Inspect and degrease surfaces as required prior to subsequent surface preparation and the application of protective coatings. Degreasing is by solvent cleaning, detergent washing, or steam cleaning. SSPC SP 1 applies for solvent cleaning.

3.1.3 Abrasive Blasting (AB)

Ensure abrasive blasting conforms to SSPC SP 10/NACE No. 2 and SSPC Painting Manual .

Ensure compressed air used for abrasive blasting is free of moisture and oil.

Surfaces not to be blasted are:

a. machined surfaces of the pin holes

Maintain a minimum nozzle pressure of 90 pounds per square inch.

Remove weld slag, weld spatter, and foreign matter from surfaces to be coated prior to abrasive blasting using mechanical methods as specified.

Ensure blast cleaning achieves a 1-to 2-mil anchor profile as indicated by a surface profile comparator, replica tape, or similar device.

Remove rust and corrosion from pits and depressions.

Do not reuse abrasive blast aggregate.

Remove all traces of abrasive residue and dust from the surface, leaving it clean and dry.

3.1.4 Mechanical Cleaning (MC)

Where mechanical cleaning is specified in the coating schedule, use needle scalers or abrasive disks or wheels in accordance with SSPC SP 3 , leaving the surface cleanliness equivalent to near-white metal ( SSPC SP 10/NACE No. 2 ).

3.2 APPLICATION

3.2.1 General Requirements

Manufacturer's instructions for thinning, mixing, handling, and applying products are considered a part of this specification. In the event of conflict between the requirements of this specification and the manufacturer's recommendations, this specification takes precedence.

SECTION 09 97 13.00 40 Page 6

Ensure compressed air used for spraying coatings remains free of moisture and oil.

Ensure each coat of material applied is free from runs; sags; blisters;

bubbles; mud cracking; variations in color, gloss, and texture; holidays (missed areas); excessive film build; foreign contaminants; and dry overspray.

Apply coatings indoors in temperature controlled environment.

Ensure the surface temperature is at least 5 degrees F above the dew point.

Work coatings thoroughly into all joints, crevices, and open spaces. Pay special attention to welds, cutouts, sharp edges, rivets, crevices, and bolts to ensure proper coverage and thickness.

Protect newly coated surfaces from damage.

Apply coatings by airless or conventional spray. Use airless spraying for uniform large surface areas. Use conventional spraying for small areas of intricate configuration and for touchup. During application of inorganic zinc coating, maintain uniform suspension.

3.2.2 Mixing and Application Procedures

Stir material thoroughly using an instrument that does not induce air into coating.

Strain mixed material through a 30- to 60-mesh screen.

Provide continuous slow agitation of the material during application of inorganic zinc coating, maintain uniform suspension. Avoid continuous rapid agitation.

Thin material for workability and improved spray characteristics only.

Apply material in even, parallel passes, overlapping 50 percent. Pay special attention to welds, cutouts, sharp edges, rivets, crevices, and bolts to ensure proper coverage and thickness.

3.2.3 Dry-Film Thickness (DFT)

Apply coatings to the following dry-film thicknesses:

Coating System No. 1, 2 and 3, as applicable:

a. Inorganic primer zinc: 3 to 6 mils, inorganic zinc, as specified in Coating Schedule.

b. Inhibitive polyamide epoxy, second coat: 2 to 4 mils. Top coat 2 to 4 mils.

c. Aliphatic polyurethane, third coat: 2 to 4 mils, but sufficient to hide previous coat Second coat, 2 to 4 mils.

Coating System No. 3: When thoroughly dry (dry to handle), check the film thickness with a calibrated nondestructive dry-film thickness gage. If less than specified thickness, apply additional material as required.

Obtain proper DFT for the inorganic zinc coating in a single application

SECTION 09 97 13.00 40 Page 7 which may consist of multiple passes, while coating is still wet.

3.2.4 Touch-Up

Touch-up abrasions that occurred during shipment or erection as follows:

a. Ensure surface preparation and coating application conforms to the manufacturer's instructions.

b. Use inorganic zinc for touch-up and repair of inorganic zinc and hot-dip galvanizing .

c. Use inhibitive polyamide epoxy and aliphatic polyurethane for touch-up and repair of coating system No. 2.

3.2.5 Sealant Compound Application

Caulk exterior joints (portions exposed to atmosphere), including, but not limited to, the following:

a. Perimeter of faying and bearing surfaces of structural members, after assembly of joint.

b. perimeter of bearing plate at Gate 2 primary anchorage as shown on the drawings.

c. Perimeter of primary link pin plate at saddle at Gate 2 primary anchorage as shown on the drawings.

3.3 FIELD QUALITY CONTROL

3.3.1 Inspection

On-site work as described herein is inspected for compliance with the specification by a NACE (National Association of Corrosion Engineers) Certified Coating Inspector provided by the Contractor.

For all protective coatings applied off-site locations, provide full inspection by NACE Certified Coating Inspector. Ensure the inspector is present at the pre-work conference to address necessary clarification of inspection and specification requirements. Report immediately any apparent deviation from the specified requirements or any out of tolerance condition to the Contracting Officer for determination of corrective action. Submit the inspection reports performed by the Coating Inspector.

3.3.2 Inspection Forms

Submit inspection forms at the pre-work conference which are used by the Coating Inspector and forwarded to the Contracting Officer prior to delivery of the coated work to the job site.

SECTION 09 97 13.00 40 Page 8

3.4 SCHEDULES

3.4.1 Coating Schedule

SURFACE DESCRIPTION SURFACE

PREPARATION

COATING

SYSTEM

FINISH

COLOR

DRY FILM

THICKNESS, PRIMER

MILS

All surfaces of Turning Feet, Gate Blocks

AB 3 Gray 2 to 4 mils, double coat

Heads and ends of Connecting pins AB 3 Gray 2 to 4 mils, double coat

Anchor Bars (except machined threads and inside surfaces of pin holes), Gudgeon link s (except faying surfaces)

AB 3 Gray 2 to 4 mils, double coat

Faying surfaces of Gudgeon Links AB 1 3 to 6 mils

-- End of Section --

SECTION 09 97 13.00 40 Page 9

F-1

SECTION F

DELIVERIES OR PERFORMANCE

1 52.211-8 III TIME OF DELIVERY (JUN 1997)--ALTERNATE III (APR 1984)

(a) The Government requires delivery to be made according to the following schedule:

REQUIRED DELIVERY SCHEDULE

ITEM NO. QUANTITY

0001 8 0002 2 0003 4 0004 1 0005 1 0006 1

NO LATER THAN DATE

01 DECEMBER 2019

01 SEPTEMBER 2019

01 DECEMBER 2019

01 SEPTEMBER 2019

The Government will evaluate equally, as regards time of delivery, offers that propose delivery of each quantity within the applicable delivery period specified above. Offers that propose delivery that will not clearly fall within the applicable required delivery period specified above will be considered nonresponsive and rejected. The Government reserves the right to award under either the required delivery schedule or the proposed delivery schedule, when an offeror offers an earlier delivery schedule than required above. If the offeror proposes no other delivery schedule, the required delivery schedule above will apply.

OFFEROR'S PROPOSED DELIVERY SCHEDULE

ITEM NO. QUANTITY WITHIN DAYS AFTER

DATE OF RECEIPT OF A

WRITTEN NOTICE OF AWARD

(End of clause)

2 52.247-34 F.O.B. DESTINATION (NOV 1991)

(a) The term "f.o.b. destination," as used in this clause, means--

(1) Free of expense to the Government, on board the carrier's conveyance, at a specified delivery point where the consignee's facility (plant, warehouse, store, lot, or other location to which shipment can be made) is located; and

(2) Supplies shall be delivered to the destination consignee's wharf (if destination is a port city and supplies are for export), warehouse unloading platform, or receiving dock, at the expense of the Contractor. The Government shall not be liable for any delivery, storage, demurrage, accessorial, or other charges involved before the actual delivery (or

F-2

"constructive placement" as defined in carrier tariffs) of the supplies to the destination, unless such charges are caused by an act or order of the Government acting in its contractual capacity. If rail carrier is used, supplies shall be delivered to the specified unloading platform of the consignee. If motor carrier (including "piggyback") is used, supplies shall be delivered to truck tailgate at the unloading platform of the consignee, except when the supplies delivered meet the requirements of Item 568 of the National Motor Freight Classification for "heavy or bulky freight." When supplies meeting the requirements of the referenced Item 568 are delivered, unloading (including movement to the tailgate) shall be performed by the consignee, with assistance from the truck driver, if requested. If the contractor uses rail carrier or freight forwarded for less than carload shipments, the contractor shall ensure that the carrier will furnish tailgate delivery, when required, if transfer to truck is required to complete delivery to consignee.

(b) The Contractor shall--

(1)(i) Pack and mark the shipment to comply with contract specifications; or

(ii) In the absence of specifications, prepare the shipment in conformance with carrier requirements;

(2) Prepare and distribute commercial bills of lading;

(3) Deliver the shipment in good order and condition to the point of delivery specified in the contract;

(4) Be responsible for any loss of and/or damage to the goods occurring before receipt of the shipment by the consignee at the delivery point specified in the contract;

(5) Furnish a delivery schedule and designate the mode of delivering carrier; and

(6) Pay and bear all charges to the specified point of delivery.

(End of clause)

END OF SECTION F

SHEET ID

G-002

F il e S h t s iz

S T

E V

E N M

H O

B B

S P .E

L D

S O

U R I

P I

E R

E R G

A T

E T

U R

G F

O O

L O

C K

P P

E R M

R G

A T

E S

S T L

O U

S O

U R I

S T L

O U

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E X O

F D

R A

G S

W P -X

X -X

X X

A P

G-001

NO.

SHEET

INDEX OF DRAWINGS

G-002

S-001

S-002

S-003

S-004

S-005

TURNING FOOT DETAILS - ELEVATION AND SECTION

COVER SHEET

GATE SUPPORT BLOCK - LOWER PORTION - PLAN ELEVATION AND DETAILS

GATE SUPPORT BLOCK - UPPER PORTION - PLAN ELEVATION AND DETAILS

GATE SUPPORT BLOCK WITH TURNBUCKLE ATTACHED

M-001

M-501

M-502

GENERAL

STRUCTURAL

MECHANICAL

W P -X

X -X

X X

P R

O J E

C T L

O C

A T

N M

A P

J .R .S

R .D .K

R .K

M-503

M-504

ANCHORAGE CONNECTING PIN DETAILS

M-511 PIN CONNECTION ASSEMBLY DETAILS

ANCHORAGE ASSEMBLY - ISOMETRIC

ANCHORAGE BUSHING DETAILS

GUDGEON LINK ANCHORAGE DETAILS

ANCHOR BAR DETAILS

NOT USED

INDEX OF DRAWINGS

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

of Engineers fi

1 2 3 4 5 6 7 8 9 10

D R

B Y:

C H

D B

N N

C O

N O

D B

US Army Corps of Engineers

SHEET ID

2P 9-

-X

2P 9-

-X

D O

N B

. L

, P

. L

O U

U .S

. A R

M Y

C O

O F

R S

. L

O U

, M

U R

I 6

M-001

D D

O . 2

C H

O R

O M

, P

G F

O O

T M

D , M

U R

K D

N D

T N

U M

GENERAL NOTES

1. THE CONTRACTOR SHALL FABRICATE PINS AND BUSHINGS AS SHOWN ON

THE DRAWINGS.

2. BUSHINGS SHALL BE PRESSED IN FROM THE INNER SIDE OF THE MEMBER,

WHERE APPLICABLE.

3. THE CONTRACTOR SHALL PACKAGE AND SHIP THE PARTS AS REQUIRED IN

THE SPECIFICATIONS.

CONNECTION ISOMETRICC3 NTS

MITER GATE ANCHORAGE

ANCHORAGE PIN PLANTES

SEE STRUCTURAL DRAWINGS

ANCHORAGE PIN PLATES

SEE STRUCTURAL DRAWINGS

MK. S-26-3

MK. M-504-2

MK. M-504-3

MK. S-26-2

MK. S-26-1MK. S-26-7

MK. S-26-7

MK. M-504-3

MK. M-504-2

MK. S-31-1

MK. S-31-2

MK. S-26-3

MK. S-26-4

MK. M-504-1

MK. M-504-2

MK. S-26-5MK. S-26-5

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

of Engineers

US Army Corps

DS: c:\users\b3edhkls\pw_working\mvs\d0196767\AEC_Screen.dscript.dscriptPD: AEC_pdf.pltcfg

2019/04/09

W P -X

X -X

X X

M-501

M E

C H

A N

A L

L O

C K A

N D D

A M N

PRIMARY ANCHOR BAR

SCALE: 1" = 1'-0"

012" 6" 1'

SECONDARY ANCHOR BAR

SCALE: 1" = 1'-0"

A N

C H

O R B

A R D

E T

F il e S h t

File Stat

L D

S O

U R I

P I

E R

S T L

O U

S O

U R I

S T L

O U

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E R G

A T

E T

U R

G F

O O

L O

C K

P P

E R M

R G

A T

E S

A P

3'-4"5"5"5"

7' - 9"

5'-7"

5"5"5"7 "1' -6¾"

1' -9 "

10'-0"

2'-5"

BORE

3 ¾"4 "7 "1' -6¾"

29.43°

15°

10" RAD

ASTM A668 CLASS G

QTY: 8MK. S-26-2

10" RAD

3¾" 84 "

10" RAD

11.250 11.252

10" RAD

ASTM A668 CLASS G

QTY: 8

MK. S-26-1

MK. S-24-8

MK. S-26-6

KEEPER PLATE BOLT 6

MK. S-31-10

SPARE PARTS REQUIRED

ITEM MARK NO. QTY.

EYE BOLT

TURNED BOLT

C GUDGEON LINKL

20" RAD

MK. S-26-7

SLEEVE NUT

20" RAD

THREAD ¾" PITCH

" SQ. RIGHT HAND

THREAD 1" PITCH

½" SQ. RIGHT HAND

7.990 8.000

7.500 7.503

THREAD 1" PITCH

½" SQ. RIGHT HAND

7.990 8.000

7.500 7.503

7.990 8.000

7.500 7.503

MK. S-26-7

SLEEVE NUT

" RAD BOLT CENTER8

IN PROPER ANGULAR POSITION

DRILL WITH GUDGEON LINK INSTALLED

FOR A LIGHT DRIVE FIT (ASME B4.1, FN-1)

DRILL FOR TURNED BOLTS MK. S-26-6

IN PROPER ANGULAR POSITION

INSTALLED ON ANCHOR BAR

BORE WITH GUDGEON LINK

" PITCH4

3THREAD

" SQ. RIGHT HAND

K .L .S P .E

J .A .J P .E

W P -X

X -X

X X

B R

A N

D O

N B L E

FACE OF LOCK WALL

MK S-26-1

MK S-26-5MK S-26-2

D7 ASTM A668 CLASS G

SLEEVE NUT

SCALE: 1" = 1'-0"

QTY. 16

012" 6" 1'

11 ½"8

4 "

1' - 9 "

MK. S-26-7

¾" PITCH

" SQ. RIGHT HAND

1" PITCH

½" SQ. RIGHT HAND

GREASE FITTING

¼" STRAIGHT THREAD

8" 10"

SECTION B-B

SECTION A-A

1' - 1 ½" 1' - 1 ½"

1 ½" 1 ½"

BORE

2 ½"

3 ½"

1 ½"

3 ½"

2 ½" 7.990 8.000

7.500 7.503

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

of Engineers

2019/04/08

W P -X

X -X

X X

M-502

M E

C H

A N

A L

L O

C K A

N D D

A M N

FINISH ALL OVER EXCEPT AS NOTED.

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

QTY: 128

6"0 3" 12"

TURNED BOLT

SCALE: 3" = 1'-0"

B6 ASTM A668 CLASS G

GUDGEON LINK

SCALE: 1 1/2" = 1'-0"

012" 6" 1'

QTY: 16

G U

D G

E O

N L

K A

N C

H O

R A

G E D

E T

MK. S-26-6

MK. S-26-5

ASTM F3125, GR 325 TYPE 1

F il e S h t

GUDGEON LINK-ANCHOR BAR ASS'Y

NOT TO SCALE

FOR INFORMATION ONLY

"16

L D

S O

U R I

P I

E R

S T L

O U

S O

U R I

S T L

O U

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E R G

A T

E T

U R

G F

O O

L O

C K

P P

E R M

R G

A T

E S

A P

11.250

11.252

AND SPOT FACE (TYPICAL)

FOR A LIGHT DRIVE FIT (ASME B4.1, FN-1)

DRILL FOR TURNED BOLTS MK. S-26-6

ANGULAR POSITION

ON ANCHOR BAR MK. S-26-1 IN PROPER

BORE WITH GUDGEON LINK INSTALLED

K .L .S P .E

J .A .J P .E

W P -X

X -X

X X

B R

A N

D O

N B L E

P .E

AND SPOT FACE (TYPICAL)

FOR A LIGHT DRIVE FIT (ASME B4.1, FN-1)

DRILL FOR TURNED BOLTS MK. S-26-6

+.0008

+.0012

SECTION A-A

1 2 3 4 5 6 7 8 9 10

A A

D R

B Y:

C H

D B

N N

C O

N O

D B

US Army Corps of Engineers

SHEET ID

D D

O . 2

N O

. 2

2P 9-

-X

2P 9-

-X

D O

N B

. L

, P

. L

O U

U .S

. A R

M Y

C O

O F

R S

. L

O U

, M

U R

I 6

M-503

D D

O . 2

C H

O R

C O

N N

N G

S D

, P

H O

E R

C O

O U

, M

R I

K D

N D

T N

U M

9.990 9.988

30°

12"

32"

7.002 7.000

7.005 7.000

8" WASHER

GUDGEON PIND8 SCALE: 3" = 1'-0"

MK. S-31-1

ASTM A322 GR 4340

QTY: 8

TO GUDGEON LINKE6 SCALE: 3" = 1'-0"

MK. S-26-4

ANCHORAGE PIN

TO PIN PLATESE4 SCALE: 3" = 1'-0"

MK. S-26-3

ANCHORAGE PIN

QTY: 16

8"-7 UNC - 2A

4"-10 UNC - 2A

KEEPER PLATE BOLTB9 SCALE: 3" - 1'-0"

MK. S-31-10

ASTM A325

QTY: 48

EYE BOLTB7 SCALE: 3" = 1'-0"

MK. S-24-8

DROP FORGED

DRILL AND TAP 11

8" HOLE

FOR EYE BOLT MK. S-24-8 DRILL AND TAP 11

8" HOLE

FOR EYE BOLT MK. S-24-8

DRILL AND TAP 11

8" HOLE

FOR EYE BOLT MK. S-24-8

0 3" 6" 9" 12" 0 3" 6" 9" 12"

0 3" 6" 9" 12"

0 3" 6" 9" 12" 0 3" 6" 9" 12"

KEEPER RINGE1 SCALE: 3" = 1'-0"

MK. S-31-9

ASTM A148, GRADE 80-50

30° (TYP.)

R67 8"

7.500 BOLT RAD.

B O

18"

8" 21

8"133 4"

125FINISH ALL SURFACES

DRILL 7 8" HOLES

0 3" 6" 9" 12"

DRILL 11

16" DIA. HOLE

THRU PIN

DRILL 1 2" DIA (TYP.)

4" COUNTERSINK

45° CHAMFER

2" DIA. x 1 2" THREADED PLUG (TYP.)

4" PIPE THREAD STRAIGHT

GREASE FITTING (TYP.)

16"

DRILL 11

16" DIA. HOLE FOR

8" - 11 UFC - 2A X 91

2" LG. BOLT

MK.…

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