Specifications_-_Stoplog_Lifting_Assemblies.pdf

FY18 Poe & MacAr t hur Locks St opl og Li f t i ng Assembl i es

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 00 00 GENERAL

DI VI SI ON 05 - METALS

05 50 13 MI SCELLANEOUS METAL FABRI CATI ONS

05 59 13 FABRI CATI ON OF HYDRAULI C STEEL STRUCTURES

DI VI SI ON 09 - FI NI SHES

09 97 02 PAI NTI NG: HYDRAULI C STRUCTURES

DI VI SI ON 35 - WATERWAY AND MARI NE CONSTRUCTI ON

35 01 70. 13 WI RE ROPE FOR LI FTI NG SLI NGS

- - End of Pr oj ect Tabl e of Cont ent s - -

PROJECT TABLE OF CONTENTS Page 1

SECTI ON TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

SECTI ON 01 00 00

GENERAL

01/18

PART 1 GENERAL

1. 1 ORGANI ZATI ON OF SPECI FI CATI ONS

1. 2 SUBMI TTALS

1. 3 COMMERCI AL WARRANTI ES

1. 4 MEASUREMENT AND PAYMENT

PART 2 PRODUCTS

2. 1 RECYCLED/ RECOVERED MATERI ALS

PART 3 EXECUTI ON

3. 1 FABRI CATI ON PLANT REQUI REMENTS

3. 2 STORAGE AND HANDLI NG

3. 3 SCHEDULI NG

3. 3. 1 Gener al

3. 3. 2 Accept ance, Del i ver y, & Payment

3. 3. 2. 1 I nspect i on Schedul e

3. 3. 2. 2 Del i ver y

3. 3. 2. 3 Payment

3. 4 CONTRACTOR QUALI TY CONTROL

3. 4. 1 Gener al Requi r ement s

3. 4. 2 Qual i t y Cont r ol Pl an

3. 4. 2. 1 Cont ent of t he CQC Pl an

3. 4. 2. 2 Accept ance of Pl an

3. 5 LI FTI NG BEAM ASSEMBLY DELI VERI ES

3. 5. 1 Si t e Del i ver i es

3. 5. 2 Del i ver y by Land

3. 5. 3 Del i ver y by Wat er

3. 6 CLOSEOUT

3. 6. 1 Recor d Dr awi ngs

- - End of Sect i on Tabl e of Cont ent s - -

SECTI ON 01 00 00 Page 1

SECTI ON 01 00 00

GENERAL

01/18

PART 1 GENERAL

The wor k cover ed by t hi s speci f i cat i on i ncl udes t he f abr i cat i on and del i ver y of 2 st opl og l i f t i ng beam assembl i es f or t hi s cont r act . The compl et ed l i f t i ng beams wi l l be used f or dewat er i ng 110 f oot wi de Poe Lock and 80 f oot wi de MacAr t hur Lock, at Saul t St e. Mar i e, MI . The Cont r act or shal l pr ovi de al l f aci l i t i es, mat er i al s and l abor t o f abr i cat e and del i ver t he l i f t i ng beams accor di ng t o t he pl ans and speci f i cat i ons. The l i f t i ng beams shal l be del i ver ed t o t he St Mar y ' s Fal l s Canal , Saul t St e. Mar i e, Mi chi gan. The Gover nment shal l unl oad t he l i f t i ng beams f r om t he Cont r act or ' s bar ge or t r uck, however t he Cont r act or shal l pr ovi de ampl e unl oadi ng t i me f or t he Gover nment t o compl et e unl oadi ng dur i ng nor mal busi ness hour s. The Gover nment wi l l not per f or m of f - l oadi ng dur i ng t he per i od f r om 15 December t hr u 1 May.

THI S CONTRACT I S SOLELY FOR THE FABRI CATI ON AND DELI VERY OF 2 LI FTI NG BEAM ASSEMBLI ES. I n addi t i on, t he t er ms const r uct i on and f abr i cat i on ar e al so interchangeable.

Fabr i cat i on and del i ver y shal l be compl et ed i n accor dance wi t h speci f i cat i ons 01 00 00 GENERAL, 05 50 13 MI SCELLANEOUS METALS, 09 97 02 PAI NTI NG: HYDRAULI C STRUCTURES and 05 59 13 FABRI CATI ON OF HYDRAULI C STEEL

STRUCTURES.

1. 1 ORGANI ZATI ON OF SPECI FI CATI ONS

The speci f i cat i ons whi ch gover n t he mat er i al s and equi pment t o be f ur ni shed and t he wor k t o be per f or med under t hi s cont r act ar e l i s t ed i n t he Tabl e of Cont ent s. No at t empt has been made i n t he speci f i cat i ons t o segr egat e wor k t o be per f or med by any t r ade, cr af t , or subcont r act or . Any segr egat i on bet ween t he t r ades or cr af t s shal l be sol el y a mat t er f or agr eement bet ween t he Cont r act or , Cont r act or ' s empl oyees, and subcont r act or s.

1. 2 SUBMI TTALS

Gover nment appr oval i s r equi r ed f or submi t t al s wi t h a " G" desi gnat i on;

submi t t al s not havi ng a " G" desi gnat i on ar e f or i nf or mat i on onl y. When used, a desi gnat i on f ol l owi ng t he " G" desi gnat i on i dent i f i es t he of f i ce t hat wi l l r evi ew t he submi t t al f or t he Gover nment . Submi t t al s shal l be del i ver ed i n Adobe Acr obat f i l e f or mat t o t he Cont r act i ng Of f i cer f or r evi ew. Submi t t al s i n excess of 100 pages, pr i nt ed f r ont and back shal l have 2 har d copi es del i ver ed t o t he Cont r act i ng Of f i cer f or r evi ew i n addi t i on t o t he sof t Adobe Acr obat f i l e. The Gover nment wi l l f ur t her di scuss submi t t al pr ocedur es wi t h t he Cont r act or f ol l owi ng Not i ce t o Pr oceed. Requi r ed submi t t al s shal l i ncl ude:

Shop Fabr i cat i on Schedul e; G, AOF

Cont r act or Qual i t y Cont r ol ( CQC) Pl an; G, AOF

Recor d Dr awi ngs; G, AOF

SECTI ON 01 00 00 Page 2

Wel di ng Pr ocedur e Speci f i cat i ons ( WPS) ; G, AOF

Fr act ur e Cont r ol Pl an ( FCP) ; G, AOF

Wel di ng Pr ocedur es f or St r uct ur al St eel ; G, AOF

Wel d Tr acki ng Log Templ at e; G, AOF

Mat er i al Di sposi t i on Recor d

Test s, I nspect i ons, and Ver i f i cat i on of For ei gn Mat er i al s

Wel d I nspect i on Repor t

Wel d Tr acki ng Log; G, AOF

Wor k Pl an; G, AOF

Qual i f i cat i on of Wel der s and Wel di ng Oper at or s

I nspect or Qual i f i cat i ons

Fabr i cat i on; G, AOF

Li st of Mat er i al s

Mi l l Test Repor t s; G, AOF

Cer t i f i ed Test Repor t s; G, AOF

Qual i f i ed Pai nt i ng Cont r act or

Qual i f i ed Pai nt Appl i cat or

Coat i ng Thi ckness Gage Qual i f i cat i on; G, AOF

Pai nt Syst em ; G, AOF

Thinners

Abr asi ve Bl ast Medi a

1. 3 COMMERCI AL WARRANTI ES

I n addi t i on t o any ot her war r ant i es r equi r ed by t hi s cont r act , t he Cont r act or shal l pr ovi de t he Gover nment wi t h any commer ci al war r ant i es t hat woul d be gi ven t o i t s cust omer s i n nor mal commer ci al pr act i ce. The Cont r act or shal l al so pass t hr ough t o t he Gover nment any war r ant i es pr ovi ded t o i t by any subcont r act or or suppl i er under t hi s cont r act and t ake such act i ons as ar e necessar y t o make t hose war r ant i es enf or ceabl e by t he Gover nment .

1. 4 MEASUREMENT AND PAYMENT

The Cont r act or shal l be r esponsi bl e f or t he wor k of t hi s sect i on, wi t hout any di r ect compensat i on bei ng made ot her t han t he payment r ecei ved f or cont r act l i ne i t ems on t he bi ddi ng schedul e.

SECTI ON 01 00 00 Page 3

FY18 Poe & MacArthur Locks Stoplog Lifting Assemblies

PART 2 PRODUCTS

2.1 RECYCLED/RECOVERED MATERIALS

Government procurement policy is to acquire, in a cost effective manner, items containing the highest percentage of recycled and recovered materials practicable consistent with maintaining a satisfactory level of competition without adversely affecting performance requirements or exposing suppliers' employees to undue hazards from the recovered materials. The Environmental Protection Agency (EPA) has designated certain items which must contain a specified percent range of recovered or recycled materials. EPA designated products specified in this contract comply with the stated policy and with the EPA guidelines. The Contractor shall make all reasonable efforts to use recycled and recovered materials in providing the EPA designated products and in otherwise utilizing recycled and recovered materials in the execution of the work.

PART 3 EXECUTION

3.1 FABRICATION PLANT REQUIREMENTS

The fabricating plant shall be certified under the AISC Quality Certification Program for the Major Steel Bridges (CBR) category with Fracture Critical endorsement (F) according to the requirements of Section 05 05 60 STOPLOG LIFTING BEAM FABRICATION, paragraph "QUALIFICATION OF

STRUCTURAL STEEL FABRICATOR".

3.2 STORAGE AND HANDLING

The lifting beam, and lifting beam components shall be protected from rust, dirt, grit, and foreign matter. If the lifting beam is to be stored in an equipment yard, measures shall be taken to protect it from damage. Any damage sustained prior to delivery shall be repaired by the Contractor at no cost to the Government.

The lifting beam shall be stored so water drains and does not collect in compartments formed by structural members.

3.3 SCHEDULING

3.3.1 General

It shall be the responsibility of the Contractor to schedule and execute the work, incorporating the necessary requirements set forth in these specifications. The Contractor shall develop and submit a schedule in accordance with the following items:

(a) The Contractor shall, within five work days after receipt NTP or another period of time determined by the Contracting Officer, prepare and submit to the Contracting Officer for approval three copies of a practicable schedule showing the order in which the Contractor proposes to perform the work, and the dates on which the Contractor contemplates starting and completing the several salient features of the work (including acquiring materials, plant, and equipment). The schedule shall be in the form of a progress chart of suitable scale to indicate appropriately the percentage of work scheduled for completion by any given date during the period.

SECTION 01 00 00 Page 4

(b) Evidence that the Contractor has started procurement of materials and other preparatory work will satisfy the requirement that work commence within ten (10) calendar days after receipt of Notice to Proceed.

(c) On a weekly basis, or as directed by the Contracting Officer, the Contractor shall enter the actual progress on the chart, and upon doing so shall immediately deliver three copies of the annotated schedule to the Contracting Officer. If, in the opinion of the Contracting Officer, the Contractor falls behind the approved schedule, the Contractor shall take steps necessary to improve its progress, including those that may be required by the Contracting Officer, without additional cost to the Government. In this circumstance, the Contracting Officer may require the Contractor to increase the number of shifts, overtime operations, days of work, and to submit for approval any supplementary schedule or schedules in chart form as the Contracting Officer deems necessary to demonstrate how the approved rate of progress will be regained.

(d) Failure of the Contractor to comply with the approved schedule, as stated above, shall be grounds for a determination by the Contracting Officer that the Contractor is not prosecuting the work with sufficient diligence to ensure completion within the time specified in the contract. Upon making this determination, the Contracting Officer may terminate the Contractor's right to proceed with the work, or any separable part of it, in accordance with the default terms of this contract.

3.3.2 Acceptance, Delivery, & Payment

This Contract is for fabrication and delivery of the stoplog lifting beam.

All cost associated with the lifting beam shall be included in the base task order, including delivery to the Soo Area Office. The lifting beam shall be ready for inspection at the fabrication facility within 200 calendar days after award of contract.

Delivery drawings providing descriptions of delivery methods for the completed lifting beam, including details for support during shipment to prevent distortion or other damages, and orientation and location on transport barge or truck shall be submitted 30 calendar days prior to scheduled delivery.

3.3.2.1 Inspection Schedule

The Contractor shall allow for one Government site visit during fabrication to inspect progress and the Contractors quality control plan implementation.

The Contractor shall allow for one additional site visit by the Government for final acceptance prior to delivery. Site visits shall be scheduled at least 14 calendar days in advance with the Contracting Officer.

3.3.2.2 Delivery

The Contractor shall deliver the completed stoplog lifting beam within 30 calendar days of Government inspection and acceptance at the fabrication facility. Delivery dates may be adjusted with mutual agreement of the Contractor and Government.

3.3.2.3 Payment

Payment will be made for furnishing all materials, equipment and labor, and

SECTION 01 00 00 Page 5 performing all operations necessary for fabrication and delivery of the stoplog lifting beam as shown and specified. The contractor shall demonstrate that all components of the lifting beam function properly prior to acceptance at the Contractors fabrication site. All incidental costs shall be included in the line item to which it pertains. Payment shall be made upon successful fabrication and timely delivery of the undamaged lifting beam as defined in the specifications. The Contractor is responsible for storing and protection of the lifting beam until final delivery. The Contractor is responsible for repair of any damages (paint or structural) to the lifting beam at no cost to the Government until final delivery and acceptance. Partial payments will not be made for the stoplog lifting beam. 100% payment shall be paid upon successful and timely delivery of the undamaged lifting beam to the Government at the Soo Area Office, Sault Sainte Marie, MI.

3.4 CONTRACTOR QUALITY CONTROL

3.4.1 General Requirements

The Contractor is responsible for quality control and shall establish and maintain an effective quality control system. The quality control system shall consist of plans, procedures, and organization necessary to produce an end product which complies with the contract requirements. The Contractor shall identify by name and position an individual, herein referred to as the Quality Control Manager (QCM), overall responsible for all quality control related to this contract. The QCM shall be responsible for the overall construction activities at the site, including quality and production. Additionally the QCM shall be present at the fabrication site to provide the required oversight to deliver an end product meeting the contract requirements.

3.4.2 Quality Control Plan

The Contractor shall furnish for review by the Government, not later than twenty (20) calendar days after award of contract, the Contractor Quality Control (CQC) Plan. The plan shall identify personnel, procedures, control, instructions, tests, records, and forms to be used. Fabrication shall not begin until the Government approves the CQC Plan.

3.4.2.1 Content of the CQC Plan

(a) A description of the quality control organization, including a chart showing lines of authority. The staff shall include a CQC Manager who shall report to the project manager.

(b) The name, qualifications (in resume format), duties, responsibilities, and authorities of each person assigned a CQC function.

(c) A copy of the letter to the CQC Manager signed by an authorized official of the firm which describes the responsibilities and delegates sufficient authorities to adequately perform the functions of the CQC Manager, including authority to stop work which is not in compliance with the contract. The CQC Manager shall issue letters of direction to all other various quality control representatives outlining duties, authorities, and responsibilities. Copies of these letters shall also be furnished to the Government.

(d) Procedures for scheduling, reviewing, certifying, and managing submittals, including those of subcontractors, offsite fabricators, SECTION 01 00 00 Page 6 suppliers, and purchasing agents.

(e) Control, verification, and acceptance testing procedures for each specific test to include the test name, specification paragraph requiring test, feature of work to be tested, test frequency, and person responsible for each test. (Laboratory facilities approved by the Contracting Officer shall be used.)

(f) Procedures for tracking control, verification, and acceptance tests including documentation.

(g) Procedures for tracking fabrication and material deficiencies from identification through acceptable corrective action. These procedures shall establish verification that identified deficiencies have been corrected.

(h) Reporting procedures, including proposed reporting formats.

(i) A list of the definable features of work. A definable feature of work is a task which is separate and distinct from other tasks, has separate control requirements, and may be identified by different trades or disciplines, or it may be work by the same trade in a different environment. Although each section of the specifications may generally be considered as a definable feature of work, there are frequently more than one definable features under a particular section. This list will be agreed upon during prior to the start of fabrication.

3.4.2.2 Acceptance of Plan

Acceptance of the Contractor's CQC plan is required prior to the start of fabrication. Acceptance is conditional and will be predicated on the satisfactory performance during the construction. The Government reserves the right to require the Contractor to make changes in the CQC plan and operations, including the removal of personnel, as necessary, to obtain the quality specified.

3.5 LIFTING BEAM ASSEMBLY DELIVERIES

3.5.1 Site Deliveries

The Contractor shall transport the lifting beam to Soo Area Office. The contractor is subject to all federal, state, and local laws and regulations governing transportation. The contractor shall make all arrangements and pay all associated costs. Whether land transport or water borne transport is chosen, the lifting beam assemblies will be inspected by Government employees before removal from the conveyance. The Government shall lift the lifting beam from the contractor conveyance by a crane. The transfer must be planned by the contractor and coordinated with Soo Area Office at least five (5) business days in advance.

3.5.2 Delivery by Land

The contractor may ship the lifting beam assemblies to the Soo Area Office by land. The Government will provide a transfer site at the Soo Area Office and will lift the lifting beam from the contractor conveyance and transfer it to a government barge or pier.

3.5.3 Delivery by Water

The Contractor may elect to deliver the lifting beam by water. The

SECTION 01 00 00 Page 7

Cont r act or shal l moor t he conveyance at a Soo Ar ea Of f i ce l ocat i on desi gnat ed by t he Gover nment . A gover nment bar ge mount ed cr ane wi l l l i f t t he l i f t i ng beam f r om t he conveyance and t r ansf er i t t o a st or age s i t e, bar ge, or pi er .

3. 6 CLOSEOUT

3. 6. 1 Recor d Dr awi ngs

Af t er compl et i on of al l f abr i cat i on and del i ver y and bef or e f i nal payment i s made under t hi s cont r act , t he Cont r act or shal l pr ovi de t he Cont r act i ng Of f i cer wi t h a compl et e set of Recor d Dr awi ngs i n Adobe Acr obat f or mat and shop dr awi ngs wi t h scal ed el ement s i n adobe acr obat al ong wi t h nat i ve dat a f i l es f or t he shop dr awi ngs. Recor d Dr awi ngs shal l be mai nt ai ned t hr oughout f abr i cat i on t o i ndi cat e act ual f i nal f abr i cat i on condi t i ons of t he f i nal del i ver ed pr oduct . The Recor d Dr awi ngs shal l be avai l abl e f or i nspect i on dur i ng Gover nment s i t e v i s i t s or on r equest by t he Cont r act i ng Of f i cer . Mar kups shal l , at a mi ni mum, be compl et ed el ect r oni cal l y on Adobe Acr obat dr awi ngs pr ovi ded i n t he cont r act . ANSI D sheet s i ze shal l be mai nt ai ned. Mut ual accept ance of CADD Recor d dr awi ngs may be made bet ween t he Cont r act i ng Of f i cer and t he Cont r act or .

- - End of Sect i on - -

SECTI ON 01 00 00 Page 8

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 3 PAGES

05 50 13 SD-02 Shop Drawings G ECstructural steel lifting beam assemblies 05 59 13 SD-01 Preconstruction Submittals

1.3.3 G ECWelding Procedure Specifications

(WPS)

1.3.4.2 G ECFracture Control Plan (FCP)

1.3.1 G ECWeld Tracking Log Template

SD-02 Shop Drawings

1.5.5 G ECShop Drawings

2.1.2 G ECAssembly

2.2.7Welding Repairs - Non-Fracture

Critical Members

2.2.7 G ECWelding Repairs - Fracture

Critical Members

1.6 G ECDelivery/Shipping Plan

SD-03 Product Data 2.1.3Materials Disposition Record

SD-06 Test Reports

2.2 G ECCertified Test Reports

1.3.2 G ECWeld Tracking Log

1.5Witness Points

SD-07 Certificates 1.3Work Plan 1.5.1Qualification of Welders and

Welding Operators

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

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AUTH REMARKS

(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 2 OF 3 PAGES

05 59 13 1.5.2Inspector Qualifications

1.5.3 G ECQualification of Structural Steel

Fabricator G EDCMill Test Reports;

SD-09 Manufacturer’s Field Reports

2.2.8Control Dimensions 09 97 02 SD-03 Product Data

Paint System Abrasive Blast Media Thinners

SD-07 Certificates Qualified Painting Contractor Qualified Paint Applicator

1.6.3Coating Thickness Gage Qualification

Thinners 35 01 70.13 SD-01 Preconstruction Submittals

2.1 GManufacturer's Qualifications

SD-02 Shop Drawings

2.1.11End Terminations SD-03 Product Data

2.1.3Pre-Stretching G ECEnd Termination Attachment

Method SD-06 Test Reports

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 3 OF 3 PAGES

35 01 70.13 2.1.12Tension Testing 2.1.13Attaching and Proof Loading

Terminations

2.1.4 G ECWire Strength and Ductility

2.1.5Pre-Forming

Zinc Coating 2.1.11End Terminations

SD-07 Certificates 1.5Warranty 2.1.2Type of Wire Rope

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

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DI VI SI ON 05 - METALS

SECTI ON 05 50 13

MI SCELLANEOUS METAL FABRI CATI ONS

05/10

PART 1 GENERAL

1. 1 REFERENCES

1. 2 SUBMI TTALS

1. 3 QUALI FI CATI ON OF WELDERS

1. 4 DELI VERY, STORAGE, AND PROTECTI ON

PART 2 PRODUCTS

2. 1 MATERI ALS

2. 1. 1 St r uct ur al St eel

2. 1. 2 Bol t s, Nut s, and Washer s

2. 1. 3 Mi scel l aneous St eel Shapes and Pl at es

2. 1. 4 St r uct ur al St eel Shapes

2. 1. 5 St eel Pi pe

2. 1. 6 Fi t t i ngs f or St eel Pi pe

2. 1. 7 Gr at i ngs f or Wal kways

2. 1. 8 Al umi num Al l oy Pr oduct s

2. 2 FORGI NGS

2. 3 ROLLER BEARI NGS

2. 3. 1 Rol l er Washer s

2. 4 HI GH STRENGTH BOLTS AND NUTS

2. 5 WASHERS

2. 6 BEARI NG BLOCKS

2. 7 FABRI CATI ON FI NI SHES

2. 7. 1 Gal vani z i ng

2. 7. 2 Gal vani ze

2. 7. 3 Repai r of Zi nc- Coat ed Sur f aces

2. 7. 4 Shop Cl eani ng and Pai nt i ng

2. 7. 4. 1 Sur f ace Pr epar at i on

2. 7. 4. 2 Pr et r eat ment , Pr i mi ng and Pai nt i ng

2. 7. 5 Nonf er r ous Met al Sur f aces

2. 7. 6 Al umi num Sur f aces

2. 7. 6. 1 Sur f ace Condi t i on

PART 3 EXECUTI ON

3. 1 FABRI CATI ON

3. 2 GENERAL I NSTALLATI ON REQUI REMENTS

3. 3 WORKMANSHI P

3. 4 ANCHORAGE, FASTENI NGS, AND CONNECTI ONS

3. 5 WELDI NG

3. 6 FI NI SHES

3. 6. 1 Di ss i mi l ar Mat er i al s

SECTI ON 05 50 13 Page 1

SECTI ON 05 50 13 Page 2

SECTI ON 05 50 13

MI SCELLANEOUS METAL FABRI CATI ONS

05/10

PART 1 GENERAL

1. 1 REFERENCES

The publ i cat i ons l i s t ed bel ow f or m a par t of t hi s speci f i cat i on t o t he ext ent r ef er enced. The publ i cat i ons ar e r ef er r ed t o wi t hi n t he t ext by t he basi c desi gnat i on onl y.

AMERI CAN WELDI NG SOCI ETY ( AWS)

AWS D1. 5M/ D1. 5 ( 2015) Br i dge Wel di ng Code

ASTM I NTERNATI ONAL ( ASTM)

ASTM A123/ A123M ( 2013) St andar d Speci f i cat i on f or Zi nc ( Hot - Di p Gal vani zed) Coat i ngs on I r on and St eel Pr oduct s

ASTM A153/ A153M ( 2009) St andar d Speci f i cat i on f or Zi nc Coat i ng ( Hot - Di p) on I r on and St eel Hardware

ASTM A27/ A27M ( 2017) St andar d Speci f i cat i on f or STeel Cast i ngs, Car bon f or Gener al Appl i cat i on

ASTM A47/ A47M ( 1999; R 2014) St andar d Speci f i cat i on f or Fer r i t i c Mal l eabl e I r on Cast i ngs

ASTM A653/ A653M ( 2015) St andar d Speci f i cat i on f or St eel Sheet , Zi nc- Coat ed ( Gal vani zed) or Zi nc- I r on Al l oy- Coat ed ( Gal vanneal ed) by t he Hot - Di p Pr ocess

ASTM A572/ A572M ( 2015) St andar d Speci f i cat i on f or Hi gh- St r engt h Low- Al l oy Col umbi um- Vanadi um St r uct ur al St eel

ASTM A709/ A709M ( 2015) St andar d Speci f i cat i on f or St r uct ur al St eel f or Br i dges

ASTM A780/ A780M ( 2009; R 2015) St andar d Pr act i ce f or Repai r of Damaged and Uncoat ed Ar eas of Hot - Di p Gal vani zed Coat i ngs

ASTM B108/ B108M ( 2015) St andar d Speci f i cat i on f or Al umi num- Al l oy Per manent Mol d Cast i ngs

ASTM B221 ( 2014) St andar d Speci f i cat i on f or Al umi num and Al umi num- Al l oy Ext r uded Bar s, Rods, Wi r e, Pr of i l es, and Tubes

SECTI ON 05 50 13 Page 3

SOCI ETY FOR PROTECTI VE COATI NGS ( SSPC)

SSPC SP 3 ( 1982; E 2004) Power Tool Cl eani ng

SSPC SP 6/ NACE No. 3 ( 2007) Commer ci al Bl ast Cl eani ng

1. 2 SUBMITTALS

Gover nment appr oval i s r equi r ed f or submi t t al s wi t h a " G" desi gnat i on;

submi t t al s not havi ng a " G" desi gnat i on ar e f or i nf or mat i on onl y. When used, a desi gnat i on f ol l owi ng t he " G" desi gnat i on i dent i f i es t he of f i ce t hat wi l l r evi ew t he submi t t al f or t he Gover nment . Submi t t he f ol l owi ng i n accor dance wi t h Sect i on 01 33 00 SUBMI TTAL PROCEDURES:

SD- 02 Shop Dr awi ngs

Fabr i cat i on dr awi ngs of st r uct ur al st eel l i f t i ng beam assembl i es; G, EC

1. 3 QUALI FI CATI ON OF WELDERS

Qual i f y wel der s i n accor dance wi t h AWS D1. 5M/ D1. 5. Use pr ocedur es, mat er i al s, and equi pment of t he t ype r equi r ed f or t he wor k.

1. 4 DELI VERY, STORAGE, AND PROTECTI ON

Pr ot ect f r om cor r osi on, def or mat i on, and ot her t ypes of damage. St or e i t ems i n an encl osed ar ea f r ee f r om cont act wi t h soi l and weat her . Remove and r epl ace damaged i t ems wi t h new i t ems.

PART 2 PRODUCTS

2. 1 MATERIALS

Mi scel l aneous met al mat er i al s and st andar d met al ar t i c l es shal l conf or m t o t he r espect i ve speci f i cat i ons and ot her desi gnat ed r equi r ement s. Si zes shal l be as speci f i ed or shown. Wher e mat er i al r equi r ement s ar e not speci f i ed, mat er i al s f ur ni shed shal l be sui t abl e f or t he i nt ended use and shal l be subj ect t o appr oval .

2. 1. 1 St r uct ur al St eel

2. 1. 2 Bol t s, Nut s, and Washer s

Bol t s, nut s, and washer s shal l be of t he mat er i al , gr ade, t ype, c l ass, st y l e and f i ni sh i ndi cat ed or best sui t ed f or i nt ended use. Hi gh- st r engt h f ast ener s shal l conf or m t o ASTM F3125/ F3125M and ASTM A563.

2. 1. 3 Mi scel l aneous St eel Shapes and Pl at es

ASTM A572/ A572M, Gr ade 50.

2. 1. 4 St r uct ur al St eel Shapes

ASTM A709/ A709M, Gr ade 50.

2. 1. 5 St eel Pi pe

ASTM A53/ A53M, Type E or S, Gr ade B.

SECTI ON 05 50 13 Page 4

2. 1. 6 Fi t t i ngs f or St eel Pi pe

St andar d mal l eabl e i r on f i t t i ngs ASTM A47/ A47M.

2. 1. 7 Gr at i ngs f or Wal kways

ASTM B221.

2. 1. 8 Al umi num Al l oy Pr oduct s

Conf or m t o ASTM B221 f or ext r usi ons and ASTM B108/ B108M f or cast i ngs, as appl i cabl e. Pr ovi de al umi num ext r usi ons at l east 1/ 8 i nch t hi ck and al umi num pl at e or sheet at l east 0. 050 i nch t hi ck.

2. 2 FORGINGS

For gi ngs shal l conf or m t o ASTM A27/ A27M, gr ade as shown on t he dr awi ngs.

2. 3 ROLLER BEARI NGS

Bear i ngs shal l be sel f - l ubr i cat i ng f abr i cat ed f r om a non- met al l i c mat er i al wi t h t he f ol l owi ng pr oper t i es:

Pr oper t y Val ue Test Met hod

Tensi l e St r engt h >5, 000 psi ASTM D 412 Shear St r engt h >6, 500 psi ASTM D 732 Coef f i c i ent of Ther mal <40x10- 6/ K ASTM E 228

Pr oper t y Val ue Test Met hod Expansi on

Coef f i c i ent of Fr i ct i on( 73o F) <0. 10 ASTM D 1894 Har dness >73 ( shor e D) ASTM D 2240 Mi n/ Max Appl i cat i on ( degr ees) - 40 F/ 180 F Manuf act ur er s Temper at ur e Recommendat i on

2. 3. 1 Rol l er Washer s

Al umi num br onze ASTM B 169/ B 169M copper al l oy UNS Nos. C61400.

2. 4 HI GH STRENGTH BOLTS AND NUTS

Hi gh st r engt h bol t s shal l conf or m t o ASTM F3125/ F3125M, 150 ksi . Nut s t o conf or m t o ASTM A563

2. 5 WASHERS

Washer s f or hi gh st r engt h bol t s shal l conf or m t o ASTM F 436.

2. 6 BEARI NG BLOCKS

Bear i ng bl ocks shal l conf or m t o ASTM D 4020.

SECTI ON 05 50 13 Page 5

2. 7 FABRI CATI ON FI NI SHES

2. 7. 1 Galvanizing

Hot - di p gal vani ze i t ems speci f i ed t o be z i nc- coat ed, af t er f abr i cat i on wher e pr act i cabl e. Gal vani z i ng: ASTM A123/ A123M, ASTM A153/ A153M, ASTM A653/ A653M or ASTM A924/ A924M, G90, as appl i cabl e.

2. 7. 2 Galvanize

Gr at i ng f ast ener s, washer s, and par t s or devi ces necessar y f or pr oper i nst al l at i on, unl ess i ndi cat ed ot her wi se.

2. 7. 3 Repai r of Zi nc- Coat ed Sur f aces

Repai r damaged sur f aces wi t h gal vani z i ng r epai r met hod and pai nt conf or mi ng to ASTM A780/ A780M or by appl i cat i on of st i ck or t hi ck past e mat er i al speci f i cal l y desi gned f or r epai r of gal vani z i ng, as appr oved by Cont r act i ng Of f i cer . Cl ean ar eas t o be r epai r ed and r emove sl ag f r om wel ds. Heat sur f aces t o whi ch st i ck or past e mat er i al i s appl i ed, wi t h a t or ch t o a t emper at ur e suf f i c i ent t o mel t t he met al l i cs i n st i ck or past e; spr ead mol t en mat er i al uni f or ml y over sur f aces t o be coat ed and wi pe of f excess material.

2. 7. 4 Shop Cl eani ng and Pai nt i ng

2. 7. 4. 1 Sur f ace Pr epar at i on

Bl ast c l ean sur f aces i n accor dance wi t h SSPC SP 6/ NACE No. 3. Sur f aces t hat wi l l be exposed i n spaces above cei l i ng or i n at t i c spaces, cr awl spaces, f ur r ed spaces, and chases may be c l eaned i n accor dance wi t h SSPC SP 3 i n l i eu of bei ng bl ast c l eaned. Wash cl eaned sur f aces whi ch become cont ami nat ed wi t h r ust , di r t , oi l , gr ease, or ot her cont ami nant s wi t h sol vent s unt i l t hor oughl y c l ean. St eel t o be embedded i n concr et e shal l be f r ee of di r t and gr ease. Do not pai nt or gal vani ze bear i ng sur f aces, i ncl udi ng cont act sur f aces wi t hi n s l i p cr i t i cal j oi nt s, but coat wi t h r ust pr event at i ve appl i ed i n t he shop.

2. 7. 4. 2 Pr et r eat ment , Pr i mi ng and Pai nt i ng

For exposed met al sur f aces, appl y pr et r eat ment , pr i mer , and pai nt i n accor dance wi t h Sect i on 09 97 02 of t hi s speci f i cat i on.

2. 7. 5 Nonf er r ous Met al Sur f aces

Pr ot ect by pl at i ng, anodi c, or or gani c coat i ngs.

2. 7. 6 Al umi num Sur f aces

2. 7. 6. 1 Sur f ace Condi t i on

Bef or e f i ni shes ar e appl i ed, r emove r ol l mar ks, scr at ches, r ol l ed- i n scr at ches, k i nks, st ai ns, pi t s, or ange peel , di e mar ks, st r uct ur al st r eaks, and ot her def ect s whi ch wi l l af f ect uni f or m appear ance of f i ni shed sur f aces.

SECTI ON 05 50 13 Page 6

PART 3 EXECUTI ON

3. 1 FABRICATION

Fabr i cat i on shal l be i n accor dance wi t h Sect i on 05 59 13 FABRI CATI ON OF

HYDRAULI C STEEL STRUCTURES.

3. 2 GENERAL I NSTALLATI ON REQUI REMENTS

I nst al l i t ems at l ocat i ons i ndi cat ed on dr awi ngs. Ver i f y al l measur ement s.

Exposed f ast eni ngs shal l be compat i bl e mat er i al s, shal l gener al l y mat ch i n col or and f i ni sh, and har moni ze wi t h t he mat er i al t o whi ch f ast eni ngs ar e appl i ed. I ncl ude mat er i al s and par t s necessar y t o compl et e each i t em, even t hough such wor k i s not def i ni t el y shown or speci f i ed. Poor mat chi ng of hol es f or f ast ener s shal l be cause f or r ej ect i on. Conceal f ast eni ngs wher e pr act i cabl e. Thi ckness of met al and det ai l s of assembl y and suppor t s shal l pr ovi de st r engt h and st i f f ness. For m j oi nt s exposed t o t he weat her shal l be f or med t o excl ude wat er . I t ems l i s t ed bel ow r equi r e addi t i onal pr ocedur es.

3. 3 WORKMANSHIP

Pr ovi de mi scel l aneous met al wor k t hat i s wel l f or med t o shape and si ze, wi t h shar p l i nes and angl es and t r ue cur ves. Dr i l l i ng and punchi ng shal l pr oduce cl ean t r ue l i nes and sur f aces. Pr ovi de cont i nuous wel di ng al ong t he ent i r e ar ea of cont act except wher e t ack wel di ng i s per mi t t ed. Do not t ack wel d exposed connect i ons of wor k i n pl ace and gr ound smoot h. Pr ovi de a smoot h f i ni sh on exposed sur f aces of wor k i n pl ace and unl ess ot her wi se appr oved, f l ush exposed r i vet i ng. Mi l l j oi nt s wher e t i ght f i t s ar e r equi r ed. Cor ner j oi nt s shal l be coped or mi t er ed, wel l f or med, and i n t r ue al i gnment . Accur at el y set wor k t o est abl i shed l i nes and el evat i ons and secur el y f ast ened i n pl ace. I nst al l i n accor dance wi t h manuf act ur er ' s i nst al l at i on i nst r uct i ons and appr oved dr awi ngs, cut s, and det ai l s .

3. 4 ANCHORAGE, FASTENI NGS, AND CONNECTI ONS

Pr ovi de f or f ast eni ng mi scel l aneous met al i t ems secur el y i n pl ace. Do not use wood pl ugs i n any mat er i al . Pr ovi de non- f er r ous at t achment s f or non- f er r ous met al . Make exposed f ast eni ngs of compat i bl e mat er i al s , gener al l y mat chi ng i n col or and f i ni sh, t o whi ch f ast eni ngs ar e appl i ed.

Conceal f ast eni ngs wher e pr act i cabl e.

3. 5 WELDING

Per f or m wel di ng, wel di ng i nspect i on, and cor r ect i ve wel di ng, i n accor dance with AWS D1. 5M/ D1. 5. Use cont i nuous wel ds on al l exposed connect i ons.

Gr i nd v i s i bl e wel ds smoot h i n t he f i ni shed i nst al l at i on.

3. 6 FINISHES

3. 6. 1 Di ssi mi l ar Mat er i al s

Wher e di ssi mi l ar met al s ar e i n cont act , pr ot ect sur f aces wi t h a coat conf or mi ng t o MPI 79 t o pr event gal vani c or cor r osi ve act i on. Wher e al umi num i s i n cont act wi t h concr et e, pl ast er , mor t ar , masonr y, wood, or absor pt i ve mat er i al s subj ect t o wet t i ng, pr ot ect wi t h ASTM D1187/ D1187M, asphal t - base emul si on.

- - End of Sect i on - -

SECTI ON 05 50 13 Page 7

DI VI SI ON 05 - METALS

SECTI ON 05 59 13

FABRI CATI ON OF HYDRAULI C STEEL STRUCTURES

08/09

PART 1 GENERAL

1. 1 DEFI NI TI ONS

1. 2 REFERENCES

1. 3 SYSTEM DESCRI PTI ON

1. 3. 1 Wel d Tr acki ng Log Templ at e

1. 3. 2 Wel d Tr acki ng Log

1. 3. 3 Wel di ng Pr ocedur e Speci f i cat i ons ( WPS)

1. 3. 4 Fr act ur e Cr i t i cal Member s ( FCM)

1. 3. 4. 1 Wel di ng Pr ocesses

1. 3. 4. 2 Consumabl e Requi r ement s

1. 3. 4. 3 Wel di ng Pr ocedur e Speci f i cat i ons ( WPS)

1. 3. 4. 4 Cer t i f i cat i on and Qual i f i cat i on

1. 3. 4. 5 Mat er i al Handl i ng

1. 3. 4. 6 Tack Wel ds and Tempor ar y Wel ds

1. 3. 4. 7 Wel di ng Pr ocesses

1. 3. 4. 8 Wel d I nspect i on

1. 3. 4. 9 Repai r Wel di ng

1. 4 SUBMI TTALS

1. 5 QUALI TY ASSURANCE

1. 5. 1 Qual i f i cat i on of Wel der s and Wel di ng Oper at or s

1. 5. 2 I nspect or Qual i f i cat i ons

1. 5. 3 Qual i f i cat i on of St r uct ur al St eel Fabr i cat or

1. 5. 4 Test i ng by t he Gover nment

1. 5. 5 Shop Dr awi ngs

1. 6 DELI VERY, STORAGE, AND HANDLI NG

PART 2 PRODUCTS

2. 1 FABRI CATI ON

2. 1. 1 St r uct ur al Fabr i cat i on

2. 1. 1. 1 Di mensi onal Tol er ances f or St r uct ur al Wor k

2. 1. 1. 2 St r uct ur al St eel Fabr i cat i on

2. 1. 2 Assembl y

2. 1. 3 Mat er i al s Di sposi t i on Recor d

2. 1. 4 Wel ded Connect i ons

2. 1. 4. 1 Wel di ng Pr ocedur e

2. 1. 4. 2 Wel der Per f or mance Qual i f i cat i on of Wel der s and Wel di ng

Operators

2. 1. 4. 3 Wel di ng Pr ocess

2. 1. 4. 4 Wel di ng Techni que

2. 1. 4. 4. 1 Fi l l er Met al

2. 1. 4. 4. 2 Pr eheat and I nt er pass Temper at ur e

2. 1. 4. 5 Wor kmanshi p

2. 1. 4. 5. 1 Pr epar at i on of Base Met al

2. 1. 4. 5. 2 Tack and Tempor ar y Wel ds

SECTI ON 05 59 13 Page 1

2. 1. 4. 5. 3 Wel d Access Hol es

2. 1. 4. 5. 4 Wel d Backi ng Removal

2. 1. 4. 5. 5 Wel d Backi ng Mat er i al Ot her Than St eel

2. 1. 5 Sl i p Cr i t i cal Bol t ed Connect i ons

2. 1. 5. 1 Bol t s, Nut s, and Washer s

2. 1. 5. 2 Bol t Hol es

2. 1. 6 Mi scel l aneous Pr ovi s i ons

2. 1. 6. 1 Wel dment s

2. 1. 6. 2 Dr ai n Hol es

2. 1. 6. 3 Seal Wel ds

2. 1. 7 Shop Assembl y

2. 1. 7. 1 Li f t i ng Beam

2. 1. 7. 2 Bal anci ng of Li f t i ng Beam

2. 1. 7. 3 I dent i f i cat i on of Li f t i ng Beams

2. 2 CERTI FI ED TEST REPORTS

2. 2. 1 Gener al

2. 2. 2 Nondest r uct i ve Test i ng

2. 2. 3 I nspect i on of St r uct ur al St eel Wel di ng

2. 2. 3. 1 Vi sual Exami nat i on

2. 2. 3. 2 Nondest r uct i ve Exami nat i on

2. 2. 3. 2. 1 Test i ng Agency

2. 2. 3. 2. 2 Exami nat i on Pr ocedur e and Ext ent

2. 2. 3. 2. 3 Accept abi l i t y of Wel ds

2. 2. 3. 2. 4 Exami nat i on Pr ocedur es

2. 2. 3. 2. 4. 1 Ul t r asoni c Test i ng ( UT)

2. 2. 3. 2. 4. 2 Radi ogr aphi c Test i ng ( RT)

2. 2. 3. 2. 4. 3 Magnet i c Par t i c l e I nspect i on ( MT)

2. 2. 3. 2. 4. 4 Dye Penet r ant I nspect i on ( PT)

2. 2. 4 Wel ds t o be Subj ect t o Nondest r uct i ve Exami nat i on

2. 2. 4. 1 St r uct ur al St eel Non- Fr act ur e Cr i t i cal Member s

2. 2. 4. 2 St r uct ur al St eel Non- Fr act ur e Cr i t i cal Member Fi l l et Wel ds and Par t i al Joi nt Penet r at i on Wel ds

2. 2. 4. 3 St r uct ur al St eel Fr act ur e Cr i t i cal Member Wel ds

2. 2. 5 Test Coupons

2. 2. 6 Suppl ement al Exami nat i on

2. 2. 7 St r uct ur al St eel Wel di ng Repai r s

2. 2. 8 Cont r ol Di mensi ons

2. 2. 9 Li f t i ng Beam Pr oof - Test i ng

2. 2. 10 Li f t i ng Beam Oper at i on

PART 3 EXECUTI ON

3. 1 I NSTALLATI ON

3. 1. 1 Cl eani ng

3. 1. 2 Al i gnment and Set t i ng

3. 2 PROTECTI ON OF FI NI SHED WORK

3. 3 PAI NTI NG

ATTACHMENTS:

PQR

SECTI ON 05 59 13 Page 2

SECTI ON 05 59 13

FABRI CATI ON OF HYDRAULI C STEEL STRUCTURES

08/09

PART 1 GENERAL

1. 1 DEFINITIONS

Fr act ur e Cr i t i cal Member ( FCM)

Fr act ur e cr i t i cal member s ar e def i ned as t ensi on member s or t ensi on component s of bendi ng member s ( i ncl udi ng t hose subj ect t o r ever sal of st r ess) , t he f ai l ur e of whi ch woul d be expect ed t o r esul t i n f ai l ur e of t he st r uct ur e.

Fr act ur e Cont r ol Pl an ( FCP)

The desi gnat i on " FCP" shal l mean f r act ur e cont r ol pl an and shal l i ncl ude al l pr ovi s i ons of AWS D1. 5.

1. 2 REFERENCES

The publ i cat i ons l i s t ed bel ow f or m a par t of t hi s speci f i cat i on t o t he ext ent r ef er enced. The publ i cat i ons ar e r ef er r ed t o wi t hi n t he t ext by t he basi c desi gnat i on onl y.

AMERI CAN SOCI ETY FOR NONDESTRUCTI VE TESTI NG ( ASNT)

ASNT SNT- TC- 1A ( 2014) Recommended Pr act i ce f or Per sonnel Qual i f i cat i on and Cer t i f i cat i on i n Nondest r uct i ve Test i ng

AMERI CAN WELDI NG SOCI ETY ( AWS)

AWS D1. 5M/ D1. 5 ( 2015) Br i dge Wel di ng Code

AWS QC1 ( 2007) St andar d f or AWS Cer t i f i cat i on of Wel di ng I nspect or s

ASME I NTERNATI ONAL ( ASME)

ASME BTH- 1 ( 2017) Desi gn of Bel ow- t he- Hook Li f t i ng Devices

ASTM I NTERNATI ONAL ( ASTM)

ASTM A490 ( 2014a) St andar d Speci f i cat i on f or St r uct ur al Bol t s , Al l oy St eel , Heat Tr eat ed, 150 ksi Mi ni mum Tensi l e St r engt h

ASTM A563 ( 2015) St andar d Speci f i cat i on f or Car bon and Al l oy St eel Nut s

ASTM A709/ A709M ( 2015) St andar d Speci f i cat i on f or St r uct ur al St eel f or Br i dges

SECTI ON 05 59 13 Page 3

ASTM E165/ E165M ( 2012) St andar d Pr act i ce f or Li qui d Penet r ant Exami nat i on f or Gener al I ndust r y

ASTM E709 ( 2015) St andar d Gui de f or Magnet i c Par t i c l e Exami nat i on

ASTM F3125 ( 2015A) St andar d Speci f i cat i on f or Hi gh St r engt h St r uct ur al Bol t s, St eel and Al l oy St eel , Heat Tr eat ed, 120 ksi ( 830 MPa) and 150 ksi ( 1040 MPa) Mi ni mum Tensi l e St r engt h

ASTM F436 ( 2011) Har dened St eel Washer s

U. S. ARMY CORPS OF ENGI NEERS ( USACE)

EM 385- 1- 1 ( 2014) Saf et y and Heal t h Requi r ement s Manual

1. 3 SYSTEM DESCRI PTI ON

Pr ovi de a det ai l ed Wor k Pl an f or f abr i cat i on, i ncl udi ng descr i pt i ons of shop f aci l i t i es, equi pment , number of per sonnel , and r el at ed i nf or mat i on pr i or t o t he Pr e- f abr i cat i on Conf er ence, and pr ocedur es f or saf e conduct of t he wor k, car ef ul r emoval and di sposi t i on of mat er i al s, pr ot ect i on of pr oper t y t hat i s t o r emai n undi st ur bed, and coor di nat i on wi t h ot her wor k i n pr ogr ess. I ncl ude i n t he pr ocedur es a det ai l ed descr i pt i on of t he met hods and equi pment t o be used f or each oper at i on, and t he sequence of oper at i ons i n accor dance wi t h EM 385- 1- 1. The Wor k Pl an shal l i ncl ude t he r ecommended measur i ng syst em f or ensur i ng di mensi onal t ol er ances. The f abr i cat i on of t he f ol l owi ng l i s t ed st r uct ur es under t hi s cont r act shal l be per f or med accor di ng t o t hi s sect i on of t he speci f i cat i ons:

1. Poe Lock St opl og Li f t i ng Assembl y

2. MacAr t hur Lock St opl og Li f t i ng Assembl y

a. Mat er i al wi t h wel ds wi l l not be accept ed unl ess t he wel di ng i s speci f i ed or i ndi cat ed on t he dr awi ngs or ot her wi se appr oved. Wel di ng shal l not be st ar t ed unt i l wel di ng pr ocedur es, i nspect or s, nondest r uct i ve t est i ng per sonnel , wel der s, wel di ng oper at or s, and t acker s have been qual i f i ed and appr oved. Each Cont r act or per f or mi ng wel di ng shal l mai nt ai n r ecor ds of t he t est r esul t s obt ai ned i n wel di ng pr ocedur e, and wel der , wel di ng oper at or , and t acker per f or mance qualifications.

b. As i t i s used i n t hese speci f i cat i ons, " The Engi neer " r ef er s t o t he Di st r i c t engi neer of r ecor d. The AWS D1. 5M/ D1. 5 def i ni t i on of " The Engi neer " as speci f i ed i n AWS D1. 5M/ D1. 5 sect i on 1. 1. 3 shal l r ef er t o t he Di st r i c t engi neer of r ecor d i n l i eu of t he st at e br i dge engi neer as speci f i ed i n sect i on 1. 1. 3 of AWS D1. 5M/ D1. 5.

c. Schedul e a Pr ef abr i cat i on Conf er ence as soon as possi bl e af t er Not i ce t o Pr oceed and pr i or t o any f abr i cat i on. The Pr ef abr i cat i on Conf er ence shal l i ncl ude, at a mi ni mum, t he Pr i me Cont r act or , Fabr i cat or , t he Fabr i cat or ' s pr i mar y QC r epr esent at i ve, t he COR, t he GQAR, and t he Engi neer of r ecor d f or t he st r uct ur e or st r uct ur es bei ng f abr i cat ed.

The Pr ef abr i cat i on Conf er ence shal l occur ei t her at t he Fabr i cat i on Faci l i t i es or a s i mi l ar l ocat i on as deemed appr opr i at e.

SECTI ON 05 59 13 Page 4

1.3.1 Weld Tracking Log Template

Submit for approval a weld tracking log template, a minimum of 30 calendar days prior to commencement of fabrication, to identify all necessary components to be addressed in the tracking of all welds for the structures in question. A weld-tracking log will be developed and maintained as described in the following paragraphs.

1.3.2 Weld Tracking Log

Submit a log capable of individually identifying and tracking every weld on the project. Member identification shall follow the numbering scheme shown on the shop drawings. The log shall include the member to be welded, member type (FCM and Non-FCM), type of weld including temporary and tack welds, welding position, applicable WPS reference, AWS joint preparation designation, name or stamping designation of welder, welding operator or tacker, date and time of completion of welding and/or tacking, name and date of CWI visual inspection, NDT testing performed, including the type of inspection, date(s) of inspection, inspector name, and the acceptance criteria used, description of defects found and reason for non-compliance, corrective action taken, or whether the weld is acceptable. Weld identification on the shop drawing shall match weld tracking log identification. A completed log shall be bound together for each structure and two copies shall be submitted to the Contracting Officer immediately upon completion of the fabrication of each structure. Draft copies of NDT testing shall be furnished to the Contracting Officer upon request and shall be available on the shop floor during any inspection.

1.3.3 Welding Procedure Specifications (WPS)

Submit a Welding Procedure Specification (WPS), with attached PQR and supporting test documentation on forms similar or equivalent to the sample forms in AWS D1.5M/D1.5 , Annex III, for each weld, including prequalified welds, in accordance with paragraph Welded Connections approved before fabrication is commenced. Welding Procedure Specifications shall be individually identified and shall be referenced on the shop drawings. In case of conflict between this specification and AWS D1.5M/D1.5 as applicable, this specification governs.

1.3.4 Fracture Critical Members (FCM)

FCM are shown on the Contract Drawings and include all attachments and connections to these members as defined in AWS D1.5M/D1.5 . All materials to be welded shall be ASTM A709/A709M , grade as specified or shown on the drawings, using killed fine-grain mill practice, unless otherwise shown or specified. Mill repairs of base metal are prohibited. Toughness shall meet the requirements of ASTM A709/A709M , Table 11, for Zone 2, unless otherwise indicated or specified. All materials used for the construction of fracture critical components shall meet the requirements of section 10 of ASTM A709/A709M and shall include mill certification showing that the material meets the necessary toughness requirements. Welding for fracture critical members shall meet all requirements of AWS D1.5M/D1.5 Section 12, including:

1.3.4.1 Welding Processes

All procedures shall be qualified as required.

SECTION 05 59 13 Page 5

1. 3. 4. 2 Consumabl e Requi r ement s

Al l wel di ng consumabl es shal l be heat or l ot - t est ed by t he manuf act ur er t o det er mi ne conf or mance wi t h t he r equi r ement s of t he Fr act ur e Cont r ol Pl an ( FCP) . Except i ons ar e not al l owed. Toughness t est r esul t s shal l meet t he val ues speci f i ed i n Tabl e 12. 1 of AWS D1. 5M/ D1. 5. Submi t a Fr act ur e Cont r ol Pl an ( FCP) f or wel di ng on al l Fr act ur e Cr i t i cal Member s ( FCM) i n accor dance wi t h AWS D1. 5M/ D1. 5, Sect i on 12. Submi t wel di ng Pr ocedur es, qual i f i cat i ons, and cer t i f i cat i ons showi ng compl i ance wi t h FCP r equi r ement s.

1. 3. 4. 3 Wel di ng Pr ocedur e Speci f i cat i ons ( WPS)

Pr equal i f y or qual i f y al l pr ocedur es, i ncl udi ng r epai r wel ds, by t est as r equi r ed and document ed i n t he WPS and Pr ocedur e gui del i nes of

AWS D1. 5M/ D1. 5.

1. 3. 4. 4 Cer t i f i cat i on and Qual i f i cat i on

Wel der s and wel di ng oper at or s shal l meet t he appl i cabl e r equi r ement s of

AWS D1. 5M/ D1. 5.

1. 3. 4. 5 Mat er i al Handl i ng

Mat er i al handl i ng and pr epar at i on, i ncl udi ng t her mal cut t i ng, pr epar at i on of base met al , and st r ai ght eni ng, cur vi ng, camber i ng shal l meet t he appl i cabl e r equi r ement s.

1. 3. 4. 6 Tack Wel ds and Tempor ar y Wel ds

Locat e al l wel ds wi t hi n t he j oi nt and meet t he r equi r ement s of AWS D1. 5M/ D1. 5, Tabl e 12. 2. Tempor ar y wel ds on FCM ar e not per mi t t ed.

1. 3. 4. 7 Wel di ng Pr ocesses

Wel di ng pr ocesses, i ncl udi ng pr eheat , i nt er pass t emper at ur es, and post wel d t her mal t r eat ment shal l meet t he appl i cabl e r equi r ement s.

1. 3. 4. 8 Wel d I nspect i on

Document t he Qual i t y Cont r ol i nspect i on pr ogr am i n t he FCP. Qual i f y al l i nspect or s and NDT t echni c i ans as r equi r ed. Test al l but t j oi nt s wi t h UT and RT. I nspect i on pr ocedur es and document at i on ar e as speci f i ed i n t he appl i cabl e sect i ons of AWS D1. 5M/ D1. 5. St r i c t l y adher e t o cool i ng t i mes.

1. 3. 4. 9 Repai r Wel di ng

Cl assi f y r epai r wel ds as " cr i t i cal r epai r s" or " non- cr i t i cal r epai r s" f or al l r epai r wel di ng. Repai r pr ocedur es shal l f ol l ow t he mi ni mum pr ovi s i ons unl ess speci f i ed ot her wi se. Repai r pr ocedur es must be qual i f i ed and appr oved and subj ect t o t he same QA/ QC i nspect i on r equi r ement s as ot her wel ds. Mi ni mum pr eheat f or r epai r wel di ng shal l be as def i ned i n AWS D1. 5M/ D1. 5 sect i on 12. 17. 6. Al l wel d r epai r s t o f r act ur e cr i t i cal member s shal l be consi der ed cr i t i cal wel ds i n accor dance wi t h AWS D1. 5M/ D1. 5 Sect i on 12. 17. 3 and shal l be appr oved by t he engi neer of r ecor d.

1. 4 SUBMITTALS

Gover nment appr oval i s r equi r ed f or submi t t al s wi t h a " G" desi gnat i on;

submi t t al s not havi ng a " G" desi gnat i on ar e f or Cont r act or Qual i t y Cont r ol

SECTI ON 05 59 13 Page 6 appr oval . When used, a desi gnat i on f ol l owi ng t he " G" desi gnat i on i dent i f i es t he of f i ce t hat wi l l r evi ew t he submi t t al f or t he Gover nment . Submi t t he f ol l owi ng i n accor dance wi t h Sect i on 01 33 00 SUBMI TTAL PROCEDURES:

SD- 01 Pr econst r uct i on Submi t t al s

Wel di ng Pr ocedur e Speci f i cat i ons ( WPS) ; G, EC Fr act ur e Cont r ol Pl an ( FCP) ; G, EC Wel d Tr acki ng Log Templ at e; G, EC

SD- 02 Shop Dr awi ngs

Shop Dr awi ngs; G, EC Assembl y; G, EC Wel di ng Repai r s - Non- Fr act ur e Cr i t i cal Member s Wel di ng Repai r s - Fr act ur e Cr i t i cal Member s; G, EC Del i ver y/ Shi ppi ng Pl an; G, EC

SD- 03 Pr oduct Dat a

Mat er i al s Di sposi t i on Recor d

SD- 06 Test Repor t s

Cer t i f i ed Test Repor t s; G, EC Wel d Tr acki ng Log; G, EC Wi t ness Poi nt s

SD- 07 Cer t i f i cat es

Wor k Pl an Qual i f i cat i on of Wel der s and Wel di ng Oper at or s I nspect or Qual i f i cat i ons Qual i f i cat i on of St r uct ur al St eel…