Amendment_0003.pdf

W68SBV60567218

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

The purpose of this amendment is to incorporate the changes to the solicitation as outlined in the summary of changes.

The proposal submission date remains unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 03-May-2016

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912EF-16-R-0031

X 9B. DATED (SEE ITEM 11)

06-Apr-2016

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

03-May-2016

CODE

USAED, WALLA WALLA - CONTRACTING DIV.

HILLARY A. MORGAN

201 N. THIRD AVENUE

WALLA WALLA WA 99362

W912EF 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912EF-16-R-0031

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

LITTLE GOOSE BRIDGE CRANE MAIN HOIST REHABILITATION

SUMMARY OF CHANGES – AMENDMENT 0003

W912EF-16-R-0031

Specifications:

26 00 00.00 26 BASIC ELECTRICAL MATERIALS AND METHODS

• 1.3: Removed 3 SD-02 submittals (Cable and Conduit Schedule, Electrical Conduit Layout and Conduit Routing Detail) and added one SD-02 submittal (updated drawings and schedules)

• 3.1: Revised first sentence in the 2nd paragraph on how FIO drawings are referred to for existing cable and conduit details.

• 3.3.1: Three submittals were removed and one submittal was added (same as listed in 1.3). Changed specific callout of FIO drawings needing to be replaced.

41 01 20.71 26 BRIDGE CRANE DATA, TESTING AND TRAINING

• 1.3: Added SD-06 submittal “Prework Functional Inspection Report”

• 1.7: Supart 1.7 (PREWORK FUNCTIONAL INSPECTION) has been added.

Other:

The submittal register has been updated to reflect the changes made in Section 26 00 00.00 26 and 41 01 20.71 26.

Drawings:

G-002: Shows that G-005 was added

G-004: Removed FIO drawings FIO-327, 328 and 379. Now those drawing numbers are “reserved”

G-005: Added to drawing set to include new FIO drawings in the index.

FIO –391 through FIO-415: Added to drawing set. Drawings FIO-327, 328 and 379 are now included in this set of drawings.

(End of Summary of Changes)

Little Goose Bridge Crane Main Hoist Rehab W912EF-16-R-0031 amendment 0003

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00.00 28 GENERAL REQUIREMENTS

01 11 01.00 28 SUPPLEMENTARY REQUIREMENTS

01 14 00.10 28 PROJECT SITE RESTRICTIONS

01 14 00.90 28 INTEGRATING ANTITERRORISM (AT) AND OPERATIONS SECURITY

(OPSEC)

01 22 00.00 28 MEASUREMENT AND PAYMENT

01 32 01.00 28 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 29.10 28 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 02.00 28 QUALITY CONTROL SYSTEM (QCS)

01 45 04.00 28 CONTRACTOR QUALITY CONTROL

01 51 00.00 28 TEMPORARY UTILITIES

01 55 10.00 28 CONTRACTOR WORK, ACCESS AND STORAGE AREAS

01 57 20.00 28 ENVIRONMENTAL PROTECTION

01 78 00.00 28 CLOSEOUT SUBMITTALS

01 78 23.00 28 OPERATION AND MAINTENANCE DATA

DIVISION 02 - EXISTING CONDITIONS

02 83 33.13 28 LEAD BASED PAINT (LBP) REMOVAL AND DISPOSAL

DIVISION 05 - METALS

05 50 03.00 26 METALWORK FABRICATION, MACHINE WORK, AND MISCELLANEOUS

PROVISIONS

05 50 04.00 26 METALS: MISCELLANEOUS, STANDARD ARTICLES, SHOP FABRICATED

ITEMS

DIVISION 09 - FINISHES

09 90 00.01 26 PAINTS AND COATINGS

DIVISION 26 - ELECTRICAL

26 00 00.00 26 BASIC ELECTRICAL MATERIALS AND METHODS

DIVISION 41 - MATERIAL PROCESSING AND HANDLING EQUIPMENT

41 01 20.71 26 BRIDGE CRANE DATA, TESTING AND TRAINING

41 01 20.72 26 BRIDGE CRANE MECHANICAL AND STRUCTURAL REHABILITATION

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION TABLE OF CONTENTS

DIVISION 26 - ELECTRICAL

SECTION 26 00 00.00 26

BASIC ELECTRICAL MATERIALS AND METHODS

PART 1 GENERAL

1.1 DESCRIPTION OF WORK

1.2 REFERENCES

1.3 SUBMITTALS

1.4 GENERAL REQUIREMENTS

1.4.1 Rules

1.4.2 Type of Equipment and Quality

1.4.3 Environmental Requirements

1.5 QUALITY ASSURANCE

1.6 DELIVERY, STORAGE, AND HANDLING

PART 2 PRODUCTS

2.1 CONDUIT

2.1.1 General

2.1.2 Conduit

2.1.3 Conduit Fittings

2.1.4 Outlet, Junction, and Pull Boxes and Cover Plates for Conduit

2.2 INSULATED WIRE AND CABLE

2.2.1 General

2.2.2 Material

2.2.2.1 Size

2.2.2.2 Stranding

2.2.3 Insulation

2.2.4 Jackets

2.2.5 Special Wire and Cable Requirements

2.2.5.1 Encoder Cable

2.2.6 Flame Tests

2.2.7 Wire Markers

2.2.8 Cable Identification

2.2.8.1 Color Coding

2.2.8.2 Cabling

PART 3 EXECUTION

3.1 CIRCUIT DESCRIPTION

3.2 EQUIPMENT REMOVAL

3.3 EQUIPMENT INSTALLATION

3.3.1 General

3.3.2 Conduit

3.3.3 Wire and Cable

3.3.3.1 General

3.3.3.2 Wire and Cable Markers

3.4 ELECTRICAL TESTS

3.4.1 General

3.4.2 Wiring Field Testing

3.4.3 Crane Acceptance Testing

-- End of Section Table of Contents --

SECTION 26 00 00.00 26 Page 1

SECTION 26 00 00.00 26 Page 2

SECTION 26 00 00.00 26

BASIC ELECTRICAL MATERIALS AND METHODS

PART 1 GENERAL

1.1 DESCRIPTION OF WORK

The work specified under this SECTION includes the replacement of all cable and conduit from the main hoist (MH) drum and motor assembly to the control panel, or fist point of termination, for the following circuits;

MH motor feeders, MH brakes, limit switches, encoders, and load cells.

1.2 REFERENCES

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

ASTM INTERNATIONAL (ASTM)

ASTM B 3 (2013) Standard Specification for Soft or Annealed Copper Wire

ASTM B 8 (2011) Standard Specification for Concentric-Lay-Stranded Copper Conductors, Hard, Medium-Hard, or Soft

ASTM B 33 (2010, R 2015) Standard Specification for Tinned Soft or Annealed Copper Wire for Electrical Purposes

INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE)

IEEE C2 (2012) National Electrical Safety Code

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)

NEMA C80.1 (2015) Electrical Rigid Steel Conduit

(ERSC)

NEMA FB 1 (2014) Fittings, Cast Metal Boxes, and Conduit Bodies for Conduit, Electrical Metallic Tubing, and Cable

NEMA OS 1 (2014) Sheet-Steel Outlet Boxes, Device Boxes, Covers, and Box Supports

NEMA WC 57 (2014) Standard for Control, Thermocouple Extension, and Instrumentation Cables

NEMA WC 70 (2009) Rated Power Cables 2000 V or Less for the Distribution of Electrical Energy

SECTION 26 00 00.00 26 Page 3

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 70 (2014) National Electrical Code

UNDERWRITERS LABORATORIES (UL)

UL 1 (2005; Reprint Jul 2012) Standard for Flexible Metal Conduit

UL 6 (2007) Standard for Electrical Rigid Metal Conduit-Steel

UL 360 (2013) Liquid-Tight Flexible Steel Conduit

UL 467 (2013) Grounding and Bonding Equipment

UL 514A (2013) Standard for Metallic Outlet Boxes

UL 514B (2012; Rev thru Aug 2007) Standard for Conduit, Tubing and Cable Fittings

UL 886 (1994; Reprint Nov 2005) Standard for Outlet Boxes and Fittings for Use in Hazardous (Classified) Locations

1.3 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. Submit the following in accordance with SECTION 01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Updated Drawings And Schedules; G, HDC

SD-03 Product Data

Conduit; G HDC

Insulated Wire and Cable; G, HDC

SD-06 Test Reports

Field Wiring Test Reports; G, HDC

1.4 GENERAL REQUIREMENTS

1.4.1 Rules

Install all electrical equipment in accordance with NFPA 70 , and IEEE C2 , except where otherwise specifically indicated on the FIO drawings or called for in these specifications. Where equipment is specified to conform to requirements of any code or standard; provide and install equipment to also conform to the NEC (Code). Do not construe omission of details on the FIO drawings or in the specifications as permitting deviations from Code requirements. Provide equipment that meet NEMA and UL Standard requirements as specified; no equivalent will be acceptable.

SECTION 26 00 00.00 26 Page 4

G4EDDMTJ

Line

Immediately notify the Contracting Officer of any requirements of the specifications, Contractor-proposed materials, or assemblies that do not comply with UL or NEMA standards. International Electrotechnical Commission (IEC) rated equipment will not be considered an acceptable alternative to specified NEMA ratings.

1.4.2 Type of Equipment and Quality

Furnish materials typical for crane applications and service and of the standard, unmodified, products from manufacturers specializing in the production of this type of equipment as evidenced by the existence of previously published catalog data. Only use materials that are new and unused. Repair or replace defective equipment or equipment damaged in the course of installation as approved by the Contracting Officer.

1.4.3 Environmental Requirements

Provide all electrical equipment of an appropriate type, rating, and installation that is resistant to continuous vibration.

1.5 QUALITY ASSURANCE

Document and submit the results of tests performed in accordance with paragraph ELECTRICAL TESTS to the Contracting Officer within seven (7) working days after completion of the test.

1.6 DELIVERY, STORAGE, AND HANDLING

Protect all materials and equipment delivered and placed in storage from the weather, humidity and temperature variations, dirt and dust, other contaminants, and physical damage.

PART 2 PRODUCTS

2.1 CONDUIT

2.1.1 General

Provide conduit products in accordance with the requirements herein.

Replace all conduit with products that are, at a minimum, equal to the existing products being replaced.

2.1.2 Conduit

Size conduit according to the table in paragraph 3.1 CIRCUIT DESCRIPTION of this Specification. Provide rigid steel conduit that conforms to NEMA C80.1 and UL 6 and is hot-dip galvanized on inside and outside surfaces. Provide flexible metal conduit that conforms to UL 1 and UL 360 and has a hot-dip galvanized steel core, copper ground wire, and a waterproof extruded polyvinyl chloride cover. Flexible conduit can only be used on connections to equipment exposed to continuous vibration or movement, and can have a maximum length of 36 inches.

2.1.3 Conduit Fittings

Provide fittings for rigid conduit that is threaded. Provide fittings for rigid and flexible conduit that conform to NEMA FB 1 , UL 467 and UL 514B .

Provide fittings that are galvanized cast or malleable iron, cast aluminum, or cast brass.

SECTION 26 00 00.00 26 Page 5

2.1.4 Outlet, Junction, and Pull Boxes and Cover Plates for Conduit

Provide junction boxes and cover plates that are galvanized cast or malleable iron, cast aluminum, or cast brass, and conform to UL 514B and UL 886 . Provide cast boxes that are supplied with integral-cast or factory-brazed hubs and are factory threaded. Provide sheet metal pull boxes and covers that conform to NEMA OS 1, UL 514A and UL 514B .

2.2 INSULATED WIRE AND CABLE

2.2.1 General

Provide wire and cable products in accordance with the requirements herein. Replace all wire and cable with products that are, at a minimum, equal to the existing products being replaced.

Provide materials that conform to the requirements of NEMA WC 57 and NEMA WC 70, as applicable. Parts, tables, sections, appendices, grades, and classes specified will refer to the above NEMA Standard, unless otherwise stated. Unless otherwise specified or approved, use single conductors for all wire and cable for power. Provide only insulated wire and cable that is listed by an OSHA approved NRTL.

2.2.2 Material

Only provide conductors that conform to the requirements of Part 2 of NEMA WC 57 for control circuits, and Section 2 of NEMA WC 70 for power circuits, and are annealed copper wire conforming to ASTM B 3 or tin-coated copper conductors that conform to ASTM B 33 .

2.2.2.1 Size

Size the conductors according to the table in paragraph 3.1 CIRCUIT DESCRIPTION of this Specification.

2.2.2.2 Stranding

Except for linked-type system conductors, provide power and control circuit conductors that have Class B or C stranding in accordance with

ASTM B 8 .

2.2.3 Insulation

Except as otherwise specified, provide insulation that is cross-linked polyethylene (XLPE) or ethylene propylene rubber (EPR) meeting the dimensional, electrical, and physical requirements of Part 3 of NEMA WC 57 and Section 3 of NEMA WC 70, as applicable. Ensure the insulation thickness conforms to the requirements in Table 3-1 of NEMA WC 57 or Table 3-4 of NEMA WC 70 for rated circuit voltage of 0-600 volts.

2.2.4 Jackets

Provide jackets that are one of the materials listed below in accordance with Part 4 of NEMA WC 57 and Section 4 of NEMA WC 70, as applicable.

Polyvinyl chloride compounds are not permitted. Variations from the materials required below will be permitted only if approved for each specific use, upon submittal of sufficient data to prove that they exceed all specified requirements for the particular application.

SECTION 26 00 00.00 26 Page 6

a. Chloroprene Rubber (Neoprene), heavy-duty (CR-HD).

b. Chlorosulfonated polyethylene (Hypalon), heavy-duty (CSPE-HD).

c. Chlorinated polyethylene, cross-linked, heavy-duty (CPE-XL-HD).

The outside diameter of single-conductor wires and multiple-conductor cables can not vary more than five (5) percent and ten (10) percent, respectively, from the manufacturer's published catalog data.

2.2.5 Special Wire and Cable Requirements

2.2.5.1 Encoder Cable

Provide cable used for motor encoders to be 600-volt, 90 degrees C, resistant to UV, ozone, water, oil, cold-bend, and cold-impact, designed for high-flex applications, multi-pair, shielded, jacketed, and manufactured specifically for use with encoders. Provide individual and overall tinned copper or foil shield as required. For insulation and jacket requirements, refer to paragraphs INSULATION and JACKETS.

2.2.6 Flame Tests

Ensure wire and cable assemblies pass, or are capable of passing, the flame test of IEEE Std 383 , paragraph 2.5, using the ribbon gas burner.

2.2.7 Wire Markers

Tube-type markers are suitable for contact with the type of insulation material used. Provide tubing that has printed permanent black marking on a light-colored background.

2.2.8 Cable Identification

2.2.8.1 Color Coding

Use only one color-code method for each cable construction type. Colored braids are not permitted. Ensure the control cable color-coding is in accordance with NEMA WC 57. Ensure the power cable color-coding for 208/120 volt systems is black for Phase A, red for Phase B, blue for Phase C, and white for grounded neutral. Ensure color coding for 480/277 volt systems is brown for Phase A, orange for Phase B, yellow for Phase C, and gray for grounded neutral. Green can only be used for grounding conductors if insulated.

2.2.8.2 Cabling

Ensure individual conductors of multiple-conductor cables are assembled with flame-and moisture-resistant fillers, binders, and are conforming to Part 5 of NEMA WC 57, and section 5 of NEMA WC 70. Flat twin cables are not permitted. Ensure fillers are used in the interstices of multiple-conductor round cables with a common covering where necessary to give the completed cable a substantially circular cross section. Ensure fillers are made of non-hygroscopic material, and compatible with the cable insulation, jacket, and other components of the cable. Ensure the rubber-filled or other approved type of binding tape consists of a material that is compatible with the other components of the cable and is lapped at least 10 percent of its width.

SECTION 26 00 00.00 26 Page 7

PART 3 EXECUTION

3.1 CIRCUIT DESCRIPTION

Replace cable and conduit for the circuits listed below as needed to accommodate the replacement of the MH drums. These circuits include, but are not limited to, the up-stream and down-stream; MH motor feeders, MH brakes, limit switches, encoders, and load cells. Replace cable and conduit for the encoder and load cell circuits from the device back to the main control panel. Replace the cable and conduit for the MH motor feeders, MH brakes, trolley motor feeders, trolley brakes, and limit switch circuits from the device back to the power and control junction boxes. Install DC brake circuits in new and sparate conduit from the AC circuits.

Refer to the FIO drawings for existing cable and conduit details. Install new cable and conduit as per this Specification and the table below.

CONDUIT

NAME

CONDUIT

SIZE

CONDUIT

LENGTH

CABLE

SIZE

NUMBER OF

CONDUCTORS

CABLE

LENGTH

CIRCUIT

DESCRIPTION

P8 1-1/2" 25 ft. #1 AWG 4 30 ft. US Main Hoist

P8 1-1/2" 25 ft. #12 AWG 2 30 ft. US MH Brake 1

P8 1-1/2" 25 ft. #12 AWG 2 30 ft. US MH Brake 2

C8 1-1/2" 25 ft. #14 5 30 ft. US Limit Switch

C8 1-1/2" 55 ft. #20/4 AWG Shield-Pair

1 60 ft. US Encoder

C8 1-1/2" 55 ft. CAT5 1 60 ft. US Load Cell

P9 1-1/2" 25 #1 AWG 4 30 ft. DS Main Hoist

P9 1-1/2" 25 #12 AWG 2 30 ft. DS Brake 1

P9 1-1/2" 25 #12 AWG 2 30 ft. DS Brake 2

C9 1-1/2" 25 #14 5 30 ft. DS Limit Switch

C9 1-1/2" 55 #20/4 AWG

Shield-Pair

1 60 ft. DS Encoder

C9 1-1/2" 55 CAT5 1 60 ft. DS Load Cell

3.2 EQUIPMENT REMOVAL

Disconnect all electrical cables and conduit to include the up-stream and down-stream; MH motor feeders, MH brakes, limit switches, encoders, and load cells circuits prior to replacement of the MH drum. Maintain and reuse as much existing conduit as possible. All removed cable and conduit becomes the property of the Contractor and must be removed from the project upon completion of the work.

SECTION 26 00 00.00 26 Page 8

3.3 EQUIPMENT INSTALLATION

3.3.1 General

Provide and install all new cable and conduit to match the existing cable and conduit being replaced, as specified in this section, and in accordance with NFPA 70 , and IEEE C2 . Provide all necessary interconnections, services, and adjustments required for a complete and operational system. Submit updated drawings and schedules and replace the FIO drawings that are changed by this Contract.

3.3.2 Conduit

Install conduit, fittings, and outlet, junction, and pull boxes in compliance with NFPA 70 . Install wiring between equipment units or components in rigid, hot-dip galvanized steel conduit, except that liquid-tight flexible metal conduit may be used for short connections when so approved by the Contracting Officer. Securely mount and install conduit in a neat and workmanlike manner. Do not run conduit on top of girders or walkways. Do not run conduit underneath trolley girders. Make conduit turns using conduit fittings, in order that the conduit may fit close to the crane's framework. Thread all joints. Terminate conduit at equipment units or components using threading or lock nuts and bushings. Use conduit unions to join conduit where standard couplings cannot be used. Do not use running threads. Carefully ream ends of conduit. Make conduit joints and connections watertight, rustproof, and electrically conductive by applying a thread compound of colloidal copper and rust inhibitors. Thoroughly clean threads to remove all cutting oil before the compound is applied.

Provide separate conduit systems for power, control, and lighting circuits. Ground the entire conduit system. Do not use conduit size smaller than 3/4-inch. Complete all mechanical work of installing conduit prior to installing wire.

3.3.3 Wire and Cable

3.3.3.1 General

Install conductor connections to be terminated at existing terminal studs or terminal blocks. Do not make splices on any wiring in a panel or in a conduit.

3.3.3.2 Wire and Cable Markers

Identify single conductors and individual conductors of cables with non-metallic tube-type markers at each termination. Markers shall be sized to fit the wire and shall be uniform in position. Stamp wire markers with black wire numbers to match the existing numbers of the wires being replaced. Identify cable designations of multiple-conductor cables with embossed-aluminum band markers at each termination.

3.4 ELECTRICAL TESTS

3.4.1 General

a. Test each item as required below to determine if the item is free from electrical and mechanical defects and conforms to the requirements of these specifications.

b. Ensure test equipment and test methods used conform to the

SECTION 26 00 00.00 26 Page 9 applicable requirements of ANSI, IEEE and NEMA standards, and are to approval by the Government.

c. Ensure tests required herein are witnessed by the Contracting Officer, unless waived in writing.

d. Notify the Government two (2) weeks in advance of the date of test so that arrangements can be made for the Contracting Officer to be present.

e. Include the cost of performing all tests in the price of the bid.

3.4.2 Wiring Field Testing

After installation, prior to terminal connection, test each conductor as follows:

a. Perform a 1000-volt Insulation Resistance Test with all other conductors in each conduit grounded. Ensure the final insulation resistance of each conductor is not less than one (1) mega-ohm.

b. Perform a continuity test of each conductor from terminal-to-terminal and a phase identification check of power conductors.

Replace any length of wire and cable failing under the above tests. Field Wiring Test Reports will include; conductor identification markings, Insulation Resistance Test readings, and results of the continuity test.

Submit the Field Wiring Test Report to the Government on completion of the test.

3.4.3 Crane Acceptance Testing

Perform acceptance tests in accordance with SECTION 41 01 20.71 26 BRIDGE CRANE DATA, TESTING, AND TRAINING, paragraph ACCEPTANCE TESTS.

-- End of Section --

SECTION 26 00 00.00 26 Page 10

SECTION TABLE OF CONTENTS

DIVISION 41 - MATERIAL PROCESSING AND HANDLING EQUIPMENT

SECTION 41 01 20.71 26

BRIDGE CRANE DATA, TESTING AND TRAINING

PART 1 GENERAL

1.1 GENERAL INFORMATION

1.2 REFERENCES

1.3 SUBMITTALS

1.4 DATA, CAPACITIES, SPEEDS AND TRAVEL

1.4.1 Definitions

1.4.2 Data, Capacities, Speeds, and Travel

1.4.2.1 Little Goose Powerhouse Bridge Crane

1.4.2.2 Main Hoists, one (1) per trolley

1.4.2.3 Auxiliary Hoists, one (1) per trolley

1.5 QUALIFICATIONS

1.5.1 General

1.5.2 Qualified Crane Inspectors

1.5.3 Qualified Craftsmen

1.5.4 Professional Surveyor

1.5.5 Qualified Crane Electricians

1.6 OPERATING MANUAL

1.7 PREWORK FUNCTIONAL INSPECTION

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 INSPECTION AND TESTING GENERAL

3.1.1 Inspection and Testing Phases

3.1.2 Equipment Monitoring During Inspections and Testing

3.2 INSPECTION AND TESTING TIMELINE

3.2.1 Timeline, General

3.2.2 Pre-Initial Phase

3.2.3 Initial Phase

3.2.4 Between Initial and Final Phases

3.2.5 Final Phase Activities

3.3 TEST WEIGHT

3.3.1 Test Weight Requirements

3.3.2 Water Bag Requirements

3.3.3 Test Weight Plan

3.4 INITIAL POST-REHABILITATION INSPECTION

3.4.1 General

3.4.2 Initial Post-Rehabilitation Inspection Report

3.5 INITIAL NO-LOAD PERFORMANCE TEST

3.5.1 General

3.5.2 Initial No-Load Performance Test Report

3.6 FINAL INSPECTION

3.6.1 General

3.6.2 Inspections to be Performed

3.6.3 Post-Rehabilitation Inspection Procedure

3.6.4 Final Inspection Report

3.7 ACCEPTANCE TESTING

SECTION 41 01 20.71 26 Page 1

3.7.1 General

3.7.2 Performance Requirements

3.7.2.1 Speed Control Point Definition

3.7.2.2 Speed Range

3.7.2.3 Tandem Main Hoisting and Lowering Performances

3.7.2.4 Tandem Travel Performance

3.7.2.5 Positioning Accuracy

3.7.3 Test Sequence

3.7.4 Acceptance Test Procedure

3.7.5 Data Measurement and Recording

3.7.6 No-Load Performance Test

3.7.7 100 Percent Rated Load Performance Test

3.7.8 125 Percent Rated Load Performance Test

3.7.9 Acceptance Test Report

3.8 MANUFACTURER'S SERVICES

3.8.1 General

3.8.2 PLC Programmer

3.9 SPEED REDUCER OIL TESTING

3.10 AS-COMMISSIONED VFD PARAMETERS

3.11 FIELD TRAINING

3.12 OPERATION AND MAINTENANCE DATA

-- End of Section Table of Contents --

SECTION 41 01 20.71 26 Page 2

SECTION 41 01 20.71 26

BRIDGE CRANE DATA, TESTING AND TRAINING

PART 1 GENERAL

1.1 GENERAL INFORMATION

This section covers definitions, capacities, inspections, testing, and personnel training for the Little Goose (abbreviated LGA) powerhouse bridge crane. The powerhouse contains one (1) bridge crane currently with a rated capacity of 600 tons.

1.2 REFERENCES

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

ASME INTERNATIONAL (ASME)

ASME B30.2

(2011) Overhead and Gantry Cranes (Top Running Bridge, Single or Multiple Girder, Top Running Trolley Hoist

1.3 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

Post-Rehabilitation Inspection Procedure; G HDC

Acceptance Test Procedure; G HDC

Test Weight Plan; G HDC

SD-06 Test Reports

Initial Post-Rehabilitation Inspection Report; G HDC

Initial No-Load Performance Test Report; G HDC

Final Inspection Report; G HDC

Acceptance Test Report; G HDC

Post-Load Testing Oil Test Results; G HDC

Prework Functional Inspection Report

SD-07 Certificates

SECTION 41 01 20.71 26 Page 3

Crane Inspectors; G C

Qualified Craftsmen; G C

Professional Surveyor; I HDC

PLC Programmer; G HDC

Water Bag Cleanliness Certification; G HDC

SD-10 Operation and Maintenance Data

Operating Manual; G C

SD-11 Closeout Submittals

As-Commissioned VFD Parameters; G HDC

1.4 DATA, CAPACITIES, SPEEDS AND TRAVEL

1.4.1 Definitions

Main Hoist Rated Capacity - The maximum load that can be applied to the hooks of each main hoist.

Auxiliary Hoist Rated Capacity - The maximum load that can be applied to the hook of each auxiliary hoist.

Rated Hoisting Speed - The linear velocity of the load when lifting the rated capacity.

Bridge Rated Travel Speed - The linear velocity of the bridge when carrying a load equal to the rated capacity of both main hoists combined.

Trolley Rated Travel Speed - The linear velocity of the trolley when carrying a load equal to the rated capacity of the two main hoists combined.

1.4.2 Data, Capacities, Speeds, and Travel

Data, capacities, travel distances, and rated speeds of the rehabilitated crane are as follows:

1.4.2.1 Little Goose Powerhouse Bridge Crane

a. Rated Capacity, Tons (2,000 pounds)

b. Rated Capacity per trolley, Tons

c. Total Bridge Travel, Feet, approx

d. Total Trolley Travel, Feet, approx....................... 34.5

e. Rated Bridge Travel Speed, Feet Per Minute

f. Rated Trolley Travel Speed, Feet Per Minute

g. Bridge Span, Feet.................................. 74 feet-0 inches

1.4.2.2 Main Hoists, one (1) per trolley

a. Rated Capacity, Tons

b. Rated Hoisting Speed (Rated Load), Feet Per Minute....... 3.0

SECTION 41 01 20.71 26 Page 4

c. Hook Travel:

Upper limit of travel not lower than Elevation........ 599.0 Lower limit of travel not higher than Elevation....... 504.0

1.4.2.3 Auxiliary Hoists, one (1) per trolley

a. Rated Capacity, Tons

b. Rated Hoisting Speed (Rated Load), Feet Per Minute

c. Hook Travel:

Upper limit of travel not lower than Elevation........ 596.5 Lower limit of travel not higher than Elevation....... 481.5

1.5 QUALIFICATIONS

1.5.1 General

Submit qualifications showing that crane inspectors and craftsmen meet the following qualifications:

1.5.2 Qualified Crane Inspectors

Crane inspectors must meet the following requirements:

a. Have experience and knowledge in performing inspection on bridge cranes of similar size and capacity.

b. Certifications showing they have attended crane inspection training seminars provided by established training institutions, such as Morris Material Institute (866-821-4006) or CraneTech (800-290-0007). Certifications issued by the Contractor do not meet this requirement.

c. Have been employed full time as crane inspectors for at least the last two (2) years by a firm specializing in crane inspection work.

1.5.3 Qualified Craftsmen

Craftsmen must meet the following requirements:

a. Have experience and knowledge in performing work on hoist machinery of similar size and capacity.

b. Have continuously performed work on cranes of similar size and capacity for at least three (3) years.

c. Have been employed for at least the last two (2) years by a firm specializing in crane repair and rehabilitation work.

1.5.4 Professional Surveyor

Submit the credentials of the professional surveyor who will be performing the laser survey.

1.5.5 Qualified Crane Electricians

A minimum of one licensed electrician must be onsite during field wiring and critical aspects of the crane field work.

SECTION 41 01 20.71 26 Page 5

1.6 OPERATING MANUAL

Prepare and submit the Operating Manual a minimum of 45 calendar days prior to the final inspection and load testing. The Operating manual is a separate manual from the Operations And Maintenance Manual specified in SECTION 01 78 23.00 25 OPERATION AND MAINTENANCE DATA. Include the following information in the Operating Manual:

a. Load ratings of crane;

b. Crane make, model, serial number, year of manufacture, year of rehabilitation, manufacturer's name and rehabilitation's name;

c. Operating instructions;

d. Warnings.

Provide a hard copy of the manual to be placed in the operator cab as well as an electronic copy.

1.7 PREWORK FUNCTIONAL INSPECTION

Within 90 days after award, coordinate with the Government to perform a functional inspection of the crane. The Government will operate the crane and demonstrate all functions of the crane in the presence of Contractor personnel. If a deficiency is found during the demonstration, it will be the burden of the Government to have the issue corrected prior to turning the crane over for rehabilitation.

Within 14 days after the inspection, prepare and submit a prework functional inspection report. In the report, summarize what was performed/observed. If no problems are discovered, clearly state it in the report as such. If problems were discovered, clearly state what the problems were.

PART 2 PRODUCTS

NOT USED

PART 3 EXECUTION

3.1 INSPECTION AND TESTING GENERAL

3.1.1 Inspection and Testing Phases

Perform inspection and testing in two (2) phases: Initial and Final. The purpose of the initial phase is to have a trial run and to ensure all deficiencies are discovered and corrected before the final phase. It is not required that the Government witness the activities performed during the initial phase.

The Government will witness all final phase activities. No Final phase activities shall occur without the presence of the designated Government witness, unless previously waived in writing.

Initial phase activities shall consist of the following:

(1) Initial Post-Rehabilitation Inspection

SECTION 41 01 20.71 26 Page 6

(2) Initial No-Load Performance Testing

Final phase activities shall consist of the following:

(1) Final Inspection

(2) Acceptance Testing

3.1.2 Equipment Monitoring During Inspections and Testing

During all inspections and testing, monitor for improper operation or poor condition of safety devices, electrical components, mechanical equipment, and structural assemblies. Immediately report to the Contracting Officer any observed defects critical continued inspection or testing. Suspend inspection and testing activities until the deficiency has been corrected. Resume inspection and testing activities after the corrective action has been verified by the Government. Perform the following at each activity of inspection and testing:

a. Inspect for evidence of bending, warping, permanent deformation, cracking or malfunction of structural components.

b. Visually examine the motors, brakes, gearing, and other mechanical or electrical equipment to ensure no damage has occurred.

c. Inspect for evidence of slippage in wire rope sockets and fittings.

d. Check for overheating in brake operation; check for proper stopping. Inspect and test all safety devices, including emergency stop switches and power off pushbuttons, separately, to verify proper operation of the brakes.

e. Check for abnormal noise or vibration and overheating in machinery drive components.

f. Check wire rope sheaves and drum spooling for proper operation, freedom of movement, abnormal noise or vibration.

h. Inspect external gears for abnormal wear patterns, damage or inadequate lubrication.

h. Check electrical drive components for proper operation, freedom from chatter, noise, or overheating.

i. Remove inspection covers from gear reducers for inspection of gearing after all testing.

3.2 INSPECTION AND TESTING TIMELINE

3.2.1 Timeline, General

Perform inspection and testing after all rehabilitation work is completed and the crane has been completely reassembled, adjusted, lubricated, and otherwise made ready for operation. The following sub-paragraphs list the required notification windows, submittal windows, and other time sensitive actions during the inspection and testing period.

SECTION 41 01 20.71 26 Page 7

3.2.2 Pre-Initial Phase

a. Submit all inspection and testing procedures a minimum of 45 days prior to the planned start of initial phase activities. The procedures that need to be submitted are:

(1) Post-Rehabilitation Inspection Procedure

(2) Acceptance Test Procedure

(3) Test Weight Plan

b. Do not begin inspection and testing activities until the following has occurred:

(1) The Post-Rehabilitation Inspection Plan has been approved by the Government.

(2) Shaft Alignment, per SECTION 41 01 20.72 26 BRIDGE CRANE MECHANICAL AND STRUCTURAL REHABILITATION, Paragraph SHAFT ALIGNMENT is complete and the alignment report has been approved by the Government.

(3) Dynamic Balancing of Machinery, per SECTION 41 01 20.72 26 BRIDGE CRANE MECHANICAL AND STRUCTURAL REHABILITATION, Paragraph DYNAMIC BALANCING OF MACHINERY is complete and the Dynamic Balancing Report has been approved by the Government.

(4) Wire Rope Magnetic Flux Leakage Test, per SECTION 41 01 20.72 26 BRIDGE CRANE MECHANICAL AND STRUCTURAL REHABILITATION, Paragraph: Wire Rope Flux Leakage Testing.

(5) Alignment of the main hoist gears, at light load, per SECTION

41 01 20.72 26 BRIDGE CRANE MECHANICAL AND STRUCTURAL REHABILITATION,

Paragraph: Open Gear Alignment.

3.2.3 Initial Phase

a. Notify the Government, a minimum of 7 calendar days in advance, the planned start of any inspection or test.

b. Submit the Initial Post-Rehabilitation Inspection Report within 1 business day of completing the inspections.

c. Submit the Initial No-Load Performance Test Report within 1 business day of completing the testing.

3.2.4 Between Initial and Final Phases

Allow the Government a minimum of two (2) full business days to review the Initial No-Load Performance Test Report prior to start of final phase activities. "Two (2) full business days" constitutes the Government receiving the reports electronically, not later than 0800 hours of the first date of review, to allow all Government reviewers adequate time to review the reports.

3.2.5 Final Phase Activities

a. Notify the Contracting Officer, a minimum of 7 calendar days in advance, the planned start of any inspection or test.

SECTION 41 01 20.71 26 Page 8

b. Notify the Contracting Officer, a minimum of five (5) business days in advance, any revisions to the dates of the final inspections and acceptance tests.

c. The designated Government witness and HDC representatives will be on site for the final inspection and acceptance tests no earlier than one (1) business day after approval of the Initial Post-Rehabilitation Inspection Report and Initial No-Load Performance Test Report.

d. Final inspection and acceptance testing must be conducted within the following hour and day restrictions. Written permission from the Contracting Officer is required to deviate from the following:

(1) The final inspection and acceptance testing must occur on separate days.

(2) The final inspection and acceptance testing must not occur during the week of a Federal Holiday.

(3) Accomplish final inspection activities on a Tuesday through Thursday schedule.

(4) The 100 and 125 percent Rated Load Performance Tests must be completed on a Thursday through Sunday schedule only; with testing activities starting no later than 0800 on Thursday.

(4) Government personnel will be available for the final inspection and acceptance testing for a maximum of 12 continuous hours in a 24 hour time period.

e. Government witness representatives will not arrive onsite until all test materials and Contractor personnel are on-site and ready for testing.

f. Provide the Final Inspection Report to the Contracting Officer and HDC representatives on-site for approval before starting the acceptance tests.

3.3 TEST WEIGHT

3.3.1 Test Weight Requirements

Test loads must weigh within plus 5 percent, minus 0 percent, of the nominal load. The load limit on the powerhouse floor is 1,000 lbf per square foot

3.3.2 Water Bag Requirements

If water bags are used, maintain adequate clearance from electrical equipment and provide method of containment below the testing area to contain any water leakage. Seal all hatches to prevent water leakage to lower levels (include in the test weight plan, the materials planned for use to seal hatches).

Provide means of pumping water into the water bags from the tailrace and after testing, a means of draining the bags into the tailrace. Do not drain water bags into the powerhouse drainage system. Size pumps, piping/headers and valves such that the total time to fill the main hoist water bags from 0-100% is no longer than four (4) hours. Use basket strainers that are approved by the pump manufacturer on the pump suction.

SECTION 41 01 20.71 26 Page 9

Provide water bags that are non-contaminated so that the water can be discharged back into the river. Submit water bag cleanliness certification 10 days prior to the start of testing. Include the following information in the certification:

a. Storage locations and all locations that the bags have been used since the last certification.

b. Invasive species removal verification.

c. Description of the techniques and process used to clean the bags after each usage.

If the bags are used at a different location between the time that the cleanliness certification is submitted to the Government, submit an updated cleanliness certificate. Do not use the bags on-site until an updated certificate has been approved by the Government.

If a bag cleanliness certification is not provided, or there is evidence that the bags do not meet the required cleanliness requirements, provide complete containment, clean-up, and disposal of all water used during the load testing procedure, including any spilled water.

Check water bags, hoses, valves, and other associated equipment for leaks prior to using them on-site. Replace leaking equipment so that the volume of spilled water is minimized

3.3.3 Test Weight Plan

Prepare and submit a Test Weight Plan that contains the following:

a. Type of test weight.

b. Test weight handling and setup procedure.

c. Detailed drawings showing test weight configuration (to scale) with the crane, powerhouse, generator, and other features shown on the drawings. Show details of lifting beams, shackles, slings, and related equipment. If water weights are used, show the configuration of the fill and drain system.

d. Copies of up-to-date calibration certificates for any instrumentation that is going to be used.

3.4 INITIAL POST-REHABILITATION INSPECTION

3.4.1 General

The initial post-rehabilitation inspection is the same inspection as the final inspection. Perform the initial post-rehabilitation inspection in accordance with the approved Post-Rehabilitation Inspection Procedure.

Only approved, qualified crane inspectors will be allowed to perform post-rehabilitation crane inspections.

Correct any deficiencies or anomalies prior to preparing and submitting the inspection report.

SECTION 41 01 20.71 26 Page 10

3.4.2 Initial Post-Rehabilitation Inspection Report

Prepare and submit a Initial Post-Rehabilitation Inspection Report after all initial phase inspections are complete. The report shall include the following elements, at a minimum:

a. Completed inspection checklist.

b. Discussion of any deficiencies that were discovered during the inspections. If no deficiencies were found, state it in the report.

c. If deficiencies were found, include a description of the means and measures taken to correct the deficiency as well as verification that the deficiency has been corrected and re-inspected.

3.5 INITIAL NO-LOAD PERFORMANCE TEST

3.5.1 General

The Initial No-Load Performance Test requirements and procedure are identical to the No-Load Performance Test that is performed during acceptance testing. Perform the Initial No-Load Performance test in accordance with the procedures of the approved Acceptance Test Procedure.

Correct any deficiencies or anomalies prior to preparing and submitting the test report.

3.5.2 Initial No-Load Performance Test Report

Prepare and submit a Initial No-Load Performance Test Report, after all Initial Phase No-Load Performance tests are complete. Include the following elements in the report, at a minimum:

a. A narrative summary that describes the testing that took place.

Include notation that all planned tests were completed with successful outcomes;

b. Completed inspection checklist and verification each required inspection was successfully completed.

c. Descriptions of any deficiencies that were discovered during the testing. If no deficiencies were found, state it in the report;

d. If deficiencies were found, include a description of the means and measures taken to correct the deficiency, as well as verification that the deficiency has been corrected and tests were re-run.

3.6 FINAL INSPECTION

3.6.1 General

Perform a Final Inspection. Perform inspections in accordance with ASME B30.2 , Periodic Inspection. Correct any deficiencies that are discovered during inspections, and repeat portions of inspections to verify corrections prior to preparing and submitting the inspection report.

Only approved, qualified crane inspectors will be allowed to perform post-rehabilitation crane inspections.

SECTION 41 01 20.71 26 Page 11

The Final Inspection is the post-rehabilitation inspection that is witnessed by the Government. Do not perform the Final Inspection until the following has occurred:

a. The Initial Post-Rehabilitation Inspection Report has been submitted and approved by the Government.

b. The Initial No-Load Performance Test Report has been submitted and approved by the Government.

3.6.2 Inspections to be Performed

Perform all inspections as required by ASME B30.2 , Periodic Inspection.

Perform the following additional inspections:

(1) Verify that the work to be performed under this contract was completed, including all cleaning activities.

(2) Test all auxiliary equipment for proper operation and calibration, including, but not limited to - load cells, cable carriers or festoons, locking and indicating devices, and lights.

(3) Brakes - For each brake, verify the following:

a. Brake Wheels - Verify that brake wheels have been burnished in accordance with the manufacturer's instructions.

b. Pad Clearance - Verify that brake pad clearance is correctly adjusted to be within the manufacturer's recommended range.

c. Torque Settings - Psychically verify and test that brake torque settings are correct.

d. Emergency Stop - For each hoist, trolley and bridge, while slowly operating at normal speed or micro speed, disconnect the main power source by pressing one of the emergency stop push buttons. Verify the brake closes and that there are no more than four (4) brake wheel revolutions after the brake sets.

(4) Hoist Travel - Verify each hoist operates correctly at all five

(5) drive speed control points, in each direction, at normal speed, micro speed and ultra-lift speed. Verify correct brake operation.

(5) Hoist Limits - Verify the operation of all upper and lower limit switches on each hoist.

(1) Upper Limit Switches - Stop the load block below the upper limit switch. Raise the load block at the first speed control point in normal speed mode. Verify activation of the upper limit switch and that the load blocks stop at the correct elevation.

(2) Lower Limit Switches - Manually activate the lower limit switch, as the blocks cannot be lowered to the lowest elevation.

(6) Trolley Travel - Verify each trolley operates correctly at all five (5) drive speed control points, in each direction, at normal speed and micro speed. Verify correct brake operation. Verify all travel limits activate correctly and are adjusted to stop the trolleys correctly. When activated, the trolley speed is limited to 10% rated

SECTION 41 01 20.71 26 Page 12 speed. If the trolley is traveling faster than 10% rated speed when the limit switch is tripped, the trolley must slow to 10% rated speed.

(7) Bridge Travel - Verify the bridge operates correctly at all five

(5) drive speed control points, in each direction, at normal speed and micro speed. Verify correct brake operation. Verify all travel limits activate correctly and are adjusted to stop the bridges correctly. When activated, the bridge speed is limited to 10% of rated speed. If the bridge is traveling faster than 10% rated speed when the limit switch is tripped, the bridge must slow to 10% rated speed.

(8) Emergency Stop Pushbuttons - Verify correct operation of every emergency stop pushbutton (operator chair, remote control, powerhouse, Variable Frequency Drive (VFD) console). To verify correct operation, activate each pushbutton and verify that all power is removed from the bridge crane.

(9) Remote Control - Verify all functions of the remote control operation. Demonstrate the "fail-safe" design of the remote (radio) control system, including loss of signal. Verify remote control operation with each remote controller that the project has.

(10) Tandem Operation - Verify that the main hoist and trolley drive tandem operation works correctly.

3.6.3 Post-Rehabilitation Inspection Procedure

Prepare and submit a Post-Rehabilitation Inspection Procedure. Include the following elements in the procedure, at a minimum:

a. A list of names and contact information for key Contractor personnel who will be involved with the inspections; including the qualified crane inspectors.

b. A checklist of all inspections to be performed.

c. A step-by-step, repeatable procedure for each inspection to be performed.

d. A list of equipment that will be used during the inspections.

e. Sample data sheet(s) or form(s) that inspection data will be recorded on.

3.6.4 Final Inspection Report

Prepare and submit a Final Inspection Report immediately after all final inspections are complete. Include the following elements in the report, at a minimum:

a. A brief narrative summary that describes the inspections that took place.

b. Completed inspection checklist and verification each required inspection was successfully completed.

c. Descriptions of any deficiencies that were discovered during the inspections. If no deficiencies were found, state it in the report.

SECTION 41 01 20.71 26 Page 13

d. If deficiencies were found, include a description of the means and measures taken to correct the deficiency as well as verification that the deficiency has been corrected and re-inspected.

3.7 ACCEPTANCE TESTING

3.7.1 General

Perform acceptance testing. Acceptance testing consists of three parts:

No-Load, 100% rated load, and 125% rated load. Do not perform acceptance testing until the following are complete:

a. The final inspection is complete and the Government has provided on-site approval of the Final Inspection Report.

b. The Test Weight Plan has been submitted and approved by the Government

Provide all personnel and equipment necessary to conduct the tests including, but not limited to, crane operators, riggers, data recorders (personnel), rigging gear, test weights, and measuring instruments.

Performance…