Specs_-_Yokohama_North_Dock.pdf

FY17 Yokohama North Dock Dredging 17NA0002 Yokohama, Japan

W912HV-17-B-0008 PROJECT TABLE OF CONTENTS Page 1

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00.00 10 GENERAL CONTRACT REQUIREMENTS

01 11 00.00 10-A A-ACCEPTABLE ALTERNATIVE JAPANESE STANDARDS

01 22 00.00 10 PRICE AND PAYMENT PROCEDURES

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 33 00-A A -- ENG FORM 4025-R

01 33 00-B B -- SUBMITTAL REGISTER

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 42 15 METRIC MEASUREMENTS

01 45 00 USACE QUALITY CONTROL

01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 50 00-A A -- PROJECT SIGN

01 50 00-B B -- TEMPORARY TOILET FACILITY

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 78 00 CLOSEOUT SUBMITTALS

DIVISION 35 -- WATERWAY AND MARINE CONSTRUCTION

35 20 23 DREDGING

APPENDICES

APPENDIX A SOIL SAMPLING INFO, PHOTOS, AND SHOALING RATES (FOR INFORMATION

ONLY)

-- End of Project Table of Contents --

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SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00.00 10

GENERAL CONTRACT REQUIREMENTS

PART 1 GENERAL

1.1 DEFINITIONS

1.2 REFERENCES

1.3 ACCEPTABLE ALTERNATIVES FOR JAPANESE STANDARDS

1.4 KEY PERSONNEL QUALIFICATIONS

1.4.1 Project Superintendent (Supervisor)

1.4.2 English Speaking Representative (Interpreter)

1.4.3 Contractor Quality Control System Manager (CQCSM)

1.4.4 Site Safety and Health Officer (SSHO)

1.5 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER (MAY 2013)

1.6 PERMITS AND RESPONSIBILITIES

1.7 SPECIAL CONTRACT REQUIREMENTS

1.7.1 Meetings

1.8 PROGRESS AND COMPLETION PHOTOGRAPHS

1.9 BASE REGULATIONS

1.9.1 Request for Contractor's Employee Passes and Vehicle Passes

1.9.2 No Smoking Policy

1.10 ORDER OF WORK

1.10.1 Schedule

1.10.2 Working Hours

1.10.3 Work Outside of Regular Hours

1.11 NUCLEAR DENSOMETER TESTING

1.12 FIRE PREVENTION DURING CONSTRUCTION

1.12.1 General

1.12.2 Supply

1.12.3 Fire Extinguishers

1.12.4 Housekeeping

1.12.5 Handling of Gasoline

1.12.6 Notification of Fire

1.13 MATERIAL DISPOSAL

1.14 CONTRACTOR FURNISHED MATERIAL AND WORKMANSHIP

1.15 CORRESPONDENCE

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

W912HV-17-B-0008 SECTION 01 11 00.00 10 Page 1

SECTION 01 11 00.00 10

GENERAL CONTRACT REQUIREMENTS

PART 1 GENERAL

1.1 DEFINITIONS

The term "United States" shall appear before the word "Government" whenever the latter word appears in this Contract, except where the word "Government" refers to a different-named Government.

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.

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 10 (2013) Standard for Portable Fire Extinguishers

NFPA 241 (2013; Errata 2015) Standard for Safeguarding Construction, Alteration, and Demolition Operations

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

1.3 ACCEPTABLE ALTERNATIVES FOR JAPANESE STANDARDS

Attachment 01 11 00.00 10-A provides a listing of "Acceptable Alternative Japanese Standards" which are considered acceptable alternatives to the US standards within the Contract specifications. Other portions of the specifications also authorize the use of specified acceptable alternative Japanese standards. Incorporation of acceptable (authorized by the Contract) Japanese construction methods, materials, and equipment is desired to ensure that the project is constructible and the facility can be maintained with local materials and supplies. The use of products not meeting the applicable US standards of the Contract or acceptable alternative Japanese standards specifically authorized by the Contract is prohibited unless authorized by the Contracting Officer. Japanese standards not included in the "Acceptable Alternative Japanese Standards" list, or not referenced elsewhere in these specifications as being acceptable alternatives to US standards, may be submitted to the Contracting Officer for consideration as acceptable alternatives after award using the variation request process set forth in Section 01 33 00 SUBMITTAL PROCEDURES. Prior to the use of such proposed additional alternative Japanese standards, written approval by the Contracting Officer is required.

W912HV-17-B-0008 SECTION 01 11 00.00 10 Page 2

1.4 KEY PERSONNEL QUALIFICATIONS

The Contractor's Project Key personnel shall not be assigned duties to any other Contracts (excluding the project manager) without approval from the Contracting Officer. The Superintendent, Project Engineer, and CQC Manager shall all be separate persons. Within five (5) working days after receipt of the Notice to Proceed, the Contractor shall submit in writing to the Contracting Officer an organizational chart, the qualifications and background history of the proposed Key Personnel for approval. The Contracting Officer shall have the explicit right to determine acceptability (or rejection) of the proposed individuals. In addition, the Contractor shall be responsible to replace said individuals upon notification by the Government should performance become inadequate during the Contract period. Key Personnel shall attend the Preconstruction conference.

1.4.1 Project Superintendent (Supervisor)

The Project Superintendent shall be on the work site when on-site work is being performed and shall be available to the Contracting Officer or his representatives upon request. The Project Superintendent shall have overall responsibility for all operations at the job site and be authorized to make decisions, negotiate Contract terms and sign Contract documents on behalf of the Contractor. The Project Superintendent shall have a minimum of five (5) years experience as a superintendent on construction projects similar in size and scope to this Contract.

1.4.2 English Speaking Representative (Interpreter)

At all times during the Contract period the Contractor shall have an employee capable of fluent bilingual speech in the Japanese and English languages at the job site. The bilingual interpreter shall have the capability to receive and issue concise and technical explanation and instructions between the Government representative(s) and Contractor supervisory personnel concerning all aspects of Contract administration and construction. Within fifteen (15) days after notice of Contract award, the Contractor shall submit in writing to the Contracting Officer's Representative the qualifications and background history of the proposed interpreter for approval. The Contracting Officer's Representative shall have the explicit right to determine acceptability or rejection of the proposed individual. In addition, the Contractor shall be responsible to replace said individual upon notification by the Government should performance become inadequate during the Contract period. The interpreter shall attend the preconstruction conference.

1.4.3 Contractor Quality Control System Manager (CQCSM)

See Section 01 45 00 USACE QUALITY CONTROL.

1.4.4 Site Safety and Health Officer (SSHO)

See Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS.

1.5 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER (MAY 2013)

a. This paragraph specifies the procedure for determination of time extensions for unusually severe weather in accordance with the Contract clause entitled "DEFAULT (FIXED-PRICE CONSTRUCTION)". In order for the Contracting Officer to award a time extension under this

W912HV-17-B-0008 SECTION 01 11 00.00 10 Page 3 clause, the following conditions must be satisfied:

(1) The weather experienced at the project site during the Contract period must be found to be unusually severe, that is, more severe than the adverse weather anticipated for the project location during any given month.

(2) The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the Contractor.

b. The listing below defines the monthly anticipated adverse weather days for the Contract period and is based upon 20th Weather Squadron (MAC), U.S. Air Force; Iwakuni U.S. Marine Corps Air Station, Weather Service; Sasebo Naval Pacific Meteorology and Oceanography Detachment;

JASDF (Japan Air Self Defense Force), or similar data for the geographic location of the project. (More specific information may be obtained as specified under Special Contract Requirements Clause entitled "Physical Data.")

MONTHLY ANTICIPATED ADVERSE WEATHER DELAYS

WORK DAYS BASED ON (5) DAY WORK WEEK

Misawa-area Kanto Plain Iwakuni Okinawa Sasebo

JAN 8 1 2 5 7

FEB 9 3 4 7 6

MAR 6 6 7 8 7

APR 3 6 6 6 7

MAY 4 4 6 6 6

JUN 5 9 8 6 12

JUL 6 6 6 6 9

AUG 6 6 5 9 9

SEP 6 7 6 7 9

OCT 4 5 4 4 8

NOV 6 4 4 4 5

DEC 7 1 3 5 5

The above schedule of anticipated adverse weather days shall constitute the base line for monthly (or portion thereof) weather time evaluations.

c. Upon acknowledgment of the Notice-to-Proceed (NTP) and continuing throughout the Contract, the Contractor shall record on the daily CQC report, the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractor's scheduled work day.

d. The number of actual adverse weather delay days shall include days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day of each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated in paragraph (b), above, the contracting Officer shall convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days, and issue a modification in accordance with the Contract clause entitled "DEFAULT

(FIXED PRICE CONSTRUCTION)".

W912HV-17-B-0008 SECTION 01 11 00.00 10 Page 4

e. For all work under this Contract, adverse weather is defined as:

(1) Rainfall - Number of occurrences of precipitation greater than or equal to 0.10 inches (2.54mm).

(2) Snowfall - Number of occurrences of precipitation greater than or equal to 1.00 inches (25.4mm). (Not applicable to Okinawa Area)

(3) Cold Temperature - Number of occurrences when daily maximum temperature does not exceed the monthly mean low temperature or 32 degrees Fahrenheit (0 degrees Celsius), whichever is lower. (Not applicable to Okinawa Area)

(4) Concurrence between snowfall and cold temperature is 80 percent, i.e. 80 percent of the time snow falls, the temperature is "cold".

(5) Wind - Number of occurrences when the wind is gusting 30 knots (56 kilometers/hour) or greater.

f. The Contractor's schedule must reflect the above anticipated adverse weather delays on all weather-dependent activities.

1.6 PERMITS AND RESPONSIBILITIES

The Contractor shall, without additional expense to the Government, be responsible for obtaining any necessary licenses and permits, and for complying with any laws, codes, and regulations (including the requirements of material, prefectural, and local Government of Japan, and associated military installation) applicable to the performance of work.

The Contractor shall also be responsible for all damages to persons or property that occur as a result of the Contractor's fault or negligence.

These damages shall be repaired or replaced by the Contractor at no cost to the Government. The Contractor shall take proper safety and health precautions to protect all work and workers.

1.7 SPECIAL CONTRACT REQUIREMENTS

1.7.1 Meetings

a. Post Award Orientation. A post award orientation (often referred to as a Preconstruction Conference for Design-Bid-Build contracts or a Pre-performance Conference for Design-Build contracts) per FAR 42.503 shall be held. The chairperson shall be the Contracting Officer or his/her designee. The chairperson shall be responsible for providing minutes of the meeting.

b. Weekly Progress Meetings. A weekly progress meeting shall be conducted, with the day, time, and location to be determined at the Preconstruction Conference. The Contractor's Project Manager, Superintendent, Interpreter, and Quality Control Manager shall attend. Representatives from the Government may include, but are not limited to, Director of Public Works/Facilities Engineering personnel, Project's Resident Office personnel, and Project Manager. The Contractor shall be prepared to discuss work completed during the previous week, work currently in progress, and work forecasted for the following week, as well as the status of any construction issues and open action items. Provide electronic copies of the meeting minutes in English within four

(4) working days of the progress meeting.

W912HV-17-B-0008 SECTION 01 11 00.00 10 Page 5

c. Red Zone Meeting. A Red Zone meeting shall be conducted for Contracts with a value in excess of 55,000,000 JPY or those deemed sufficiently complex by the Contracting Officer to warrant one.

The purpose of the Red Zone meeting is to discuss closeout requirements for the contract and to establish a timeline to get those items completed (see Section 01 78 00 CLOSEOUT SUBMITTALS for typical closeout requirements). The meeting is a good time for the Contractor to gain approval on format for items such as Operations and Maintenance manuals, the equipment-in-place list, the warranty plan, and any other items. The Red Zone is typically be scheduled for 90 calendar days prior to the Contract completion date. The Contractor is responsible for providing electronic copies of meeting minutes in English within four (4) working days of the Red Zone meeting.

d. Safety and Quality Control Meetings. Safety and quality control meetings shall be held as needed and determined by the Contractor. See Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS and Section 01 45 00 USACE QUALITY CONTROL for specific requirements.

1.8 PROGRESS AND COMPLETION PHOTOGRAPHS

Photographically document site conditions prior to start of construction operations. Provide monthly, and within one month of the completion of work, digital photographs, 1600 by 1200 by 24 bit true color 300 DPI minimum resolution in JPEG file format showing the sequence and progress of work. Take a minimum of 20 digital photographs each week throughout the entire project from a minimum of ten views from points located by the Contracting Officer. Submit with the monthly invoice two sets of digital photographs, each set on a separate compact disc (CD) or data versatile disc (DVD), cumulative of all photos to date. Indicate photographs demonstrating environmental procedures. Provide photographs for each month in a separate monthly directory and name each file to indicate its location on the view location sketch. Also provide the view location sketch on the CD or DVD as a digital file. Include a date designator in file names. Cross reference submittals in the appropriate daily report. Photographs provided are for unrestricted use by the Government.

1.9 BASE REGULATIONS

The Contractor and Subcontractor(s) shall become familiar with and obey all base regulations, including fire, traffic, safety, and security regulations. All Contractors shall keep within the limits of the work (and avenues of ingress and egress), and shall not enter any restricted areas unless required to do so and are cleared for such entry. The Contractor's equipment shall be conspicuously marked for identification.

1.9.1 Request for Contractor's Employee Passes and Vehicle Passes

No employee or representative of the Contractor shall be admitted to the work site without a Contracting Officer's furnished authorized admittance. Prior to the start of on-site work, submit applications for base passes to the Contracting Officer for key employees (project manager, site supervisor, interpreter, etc.) for long term passes. The Contractor, with assistance from the Resident Office, is responsible for securing sufficient passes for other workers, including Subcontractor's employees

W912HV-17-B-0008 SECTION 01 11 00.00 10 Page 6 and vehicles, required to access the base for the project duration.

Additional personnel data shall also be furnished.

Provide all information required for background checks to meet base access requirements to be accomplished by Base Provost Marshal Office, Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements as directed by DOD, HQDA and/or local policy. The Government reserves the right to make changes to the Contractor security requirements or processes due to a change in the Force Protection Condition (FPCON).

Upon completion of this Contract, return all employee and vehicle passes to the base, and obtain a certification of receipt. Final payment shall be withheld until all passes have been returned.

1.9.2 No Smoking Policy

Smoking is prohibited within all buildings on installations except in designated smoking areas. This applies to existing buildings, buildings under construction, and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Contracting Officer shall identify designated smoking areas.

1.10 ORDER OF WORK

1.10.1 Schedule

Schedule all work to cause the least amount of interference with activity operations. Permission to interrupt any activity, roads, or utility services shall be requested in writing a minimum of 30 calendar days prior to the desired date of interruption. Interruptions of activities, roads, and utility services shall be allowed only when they will not cause interference with the operations of the activity. The Contractor shall remove and dispose off Government property all Contractor generated debris at the end of each shift, or more frequently if required, to keep the space usable. Upon award of this Contract, the Contractor shall begin and complete all required work; ready for use and including cleanup, within the time period specified on this Contract. All work scheduled in occupied areas shall be accomplished in such a manner as to cause the least possible inconvenience to the occupants.

The temporary swing space location will be determined by WEB-YND and the 836th Transportation Battalion. The vessels, dehumidifier, generator and related equipment will be relocated by WEB-YND. The electrical connection for the equipment will be coordinated through DPW and made by WEB-YND.

The Contractor shall coordinate the dredging schedule with the Contracting Officer.

1.10.2 Working Hours

Normal Working Hours and Days are Monday through Friday, 0800 hours through 1700 hours.

1.10.3 Work Outside of Regular Hours

If the Contractor desires to carry on work outside the regular hours, on Sundays, or holidays, a written application shall be submitted to the Contracting Officer or his representative for approval. The Contractor

W912HV-17-B-0008 SECTION 01 11 00.00 10 Page 7 shall allow three working days notice to enable satisfactory arrangements to be made by the Government for inspecting the work in progress. If work is to be accomplished after daylight hours, the Contractor shall illuminate the area in a manner approved by the Contracting Officer or his representative. Unless directed by a Contracting Officer, work accomplished outside regular working hours shall be at no additional cost to the Government.

1.11 NUCLEAR DENSOMETER TESTING

Nuclear densometer testing and all forms of radiography are not permitted on U.S. Navy installations in Japan because such testing may interfere with Government of Japan monitoring activities.

1.12 FIRE PREVENTION DURING CONSTRUCTION

1.12.1 General

Comply with all pertinent fire prevention provisions of the US Army Corps of Engineers Manual EM 385-1-1 , NFPA 241 and shall follow the Installation fire regulations. Prior to commencement of welding or other hot work operations, obtain approval from the Installation Fire Chief.

1.12.2 Supply

No more than one day's supply of paint, paint materials, or compounds shall be allowed within the area of the building, and shall be removed from the job site after each working day. No gasoline or similar low flash point flammable liquid shall be allowed within the building area.

1.12.3 Fire Extinguishers

Provide, as a minimum, the number, size, and type of fire extinguishers in accordance with the latest NFPA 10 . The Contractor shall comply with the Installation Fire Chief's policies if they are more stringent than NFPA 10 .

Fire extinguishers shall remain the property of the Contractor and shall be removed upon completion of the project.

1.12.4 Housekeeping

Accumulations of combustible material shall be removed from the building area on a daily basis.

1.12.5 Handling of Gasoline

Gasoline shall be stored in U.L. (Underwriter's Laboratory) approved safety containers. Adequate ventilation shall be provided to safely dispose of flammable vapors where flammable liquids are utilized.

Gasoline powered equipment shall be refueled a minimum 20 feet away from the building area.

1.12.6 Notification of Fire

Be familiar with methods for notifying the Installation Fire Department.

The Installation's fire poster shall be posted in conspicuous locations and at telephones in construction shacks.

W912HV-17-B-0008 SECTION 01 11 00.00 10 Page 8

1.13 MATERIAL DISPOSAL

Where materials are to be turned over to the Contractor for disposal, every effort shall be made to obtain credit from the disposal to reduce the cost of the Contract. The Contractor's material disposal costs shall include hauling and disposal costs for work performed in accordance with all applicable local and U.S. laws and regulations.

1.14 CONTRACTOR FURNISHED MATERIAL AND WORKMANSHIP

The Contractor shall furnish all materials necessary for performance of the work of this contract unless otherwise specified. Materials procured shall be new and shall meet any specifications and standards listed in these specifications. If no specification for a material needed to perform this contract are stated, the material shall be new, of acceptable industrial grade and quality, equal to or better than the manufacturer's original equipment for equipment being repaired or replaced, and will be compatible with existing materials and systems. All materials provided under this contract shall be free of asbestos, lead in paint, and PCB.

The Contracting Officer reserves the right to request submittal of any material being provided under this contract. The Contracting Office shall make the final determination of the acceptability of any material used on this contract.

1.15 CORRESPONDENCE

All correspondence addressed to the Government shall be made through serialized letters furnished with one original and two copies. Serialized letters shall begin with the number 001 and shall be continuous without a break in numbering. Serialized letters shall include the contract title and number, date, subject, and shall be signed by an authorized representative of the Contractor.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

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W912HV-17-B-0008 SECTION 01 11 00.00 10 Page 9

Section Section Title/Material Description US Standard Acceptable Alternative

Japanese Standard

Year JIS published

(revised)

Japanese Standard Title in English

03 20 00.00 10 Concrete Reinforcement

Welded Wire Fabric ASTM A1064/A1064M JIS G 3551 1960, (R)2005 Welded steel wire and bar fabrics

Reinforcing Steel ASTM A615 JIS G 3112 SD295A (D16 &

Less)

1964, (R)2010 Steel bars for concrete reinforcement, SD295A (D16 & Less)

Reinforcing Steel ASTM A615 JIS G 3112 SD345 (D19 &

Larger)

1964, (R)2010 Steel bars for concrete reinforcement, SD345 (D19 & Larger)

03 30 00.00 10 Cast‐In‐Place Concrete

Chemical Admixtures for Use in

Producing Flowing Concrete

ASTM C1017/C1017M JIS A 6204 1982, (R)2011 Chemical admixtures for concrete

Test Method for Potential Alkali

Reactivity of Aggregates

ASTM C1260 JIS A 1146 2001, (R)2007 Method of test for alkali‐silica reactivity of aggregates by mortar‐bar method

Test Method for Sieve Analysis of

Fine and Coarse Aggregates

ASTM C136 JIS A 1102 1950, (R)2014 Method of test for sieve analysis of aggregates

Test Method for Slump of Hydraulic‐

Cement Concrete

ASTM C143/C143M JIS A 1101 1950, (R)2014 Method of test for slump of concrete

Portland Cement ASTM C150 JIS R 5210 1950, (R)2009 Portland cement

Practice for Sampling Freshly Mixed

Concrete

ASTM C172/C172M JIS A 1115 1951, (R)2014 Method of sampling fresh concrete

Practice for Making and

Curing Concrete Test Specimens

ASTM C192/C192M JIS A 1132 1963, (R)2014 Method of making and curing concrete specimens

Test Method for Air Content of

Freshly Mixed Concrete by the

Pressure Method

ASTM C231/C231M JIS A 1128 1960, (R)2014 Method of test for air content of fresh concrete by pressure method

Practice for Making and Curing

Concrete Test Specimens in the Field

ASTM C31/C31M JIS A 1132 1963, (R)2014 Method of making and curing concrete specimens

Test Method for Compressive

Strength of Cylindrical Concrete

Specimens

ASTM C39/C39M JIS A 1108 1950, (R)2006 Method of test for compressive strength of concrete

Chemical Admixtures for Concrete ASTM C494/C494M JIS A 6204 1982, (R)2011 Chemical admixtures for concrete

Cellular Glass Thermal Insulation ASTM C552 JIS A 9521 1979, (R)2014 Thermal insulation materials for buildings

Rigid, Cellular Polystyrene Thermal

Insulation

ASTM C578 JIS A 9521 1979, (R)2014 Thermal insulation materials for buildings

Unfaced Preformed Rigid Cellular

Polyisocyanurate Thermal Insulation

ASTM C591 JIS A 9521 1979, (R)2014 Thermal insulation materials for buildings

Fly ash for use in concrete ASTM C618 JIS A 6201 1958, (R)2015 Fly ash for use in concrete

Portland pozzolan cement ASTM C618 JIS R 5212 1950, (R)2009 Portland pozzolan cement

Test Method for Flexural Strength of

Concrete

ASTM C78/C78M JIS A 1106 1950, (R)2006 Method of test for flexural strength of concrete

Ready Mix Concrete ASTM C94 JIS A 5308 1953, (R)2014 Ready‐mixed concrete

Slag Aggregate for Concrete ASTM C989 JIS A 5011 Part 1 Blast furnace slag aggregate:

1997, (R)2013

Part 2 Ferronickel slag aggregate:

1997, (R)2016

Part 3 Copper slag aggregate): 1997, (R)2016

Part 4 Electric arc furnace oxidizing slag aggregate:

2003, (R)2013

Slag aggregate for concrete

Concrete Aggregates ASTM C33 JIS A 5005 1961, (R)2009 Crushed stone and manufactured sand for concrete

Air‐Entrained Admixture for

Concretre

ASTM C260 JIS A 6204 1982, (R)2011 Chemical admixtures for concrete

Test Methods for Water Vapor

Transmission of Materials

ASTM E96/E96M JIS A 9511 1958, (R)2009 Preformed cellular plastics thermal insulation materials

03 30 53 Miscellaneous Cast‐In‐Place

Concrete

Slag Aggregate for Concrete ASTM C989 JIS A 5011 Part 1 Blast furnace slag aggregate:

1997, (R)2013

Part 2:Ferronickel slag aggregate:

1997, (R)2016

Part 3 Copper slag aggregate: 1997, (R)2016

Part 4 Electric arc furnace oxidizing slag aggregate:

2003, (R)2013

Slag aggregate for concrete

Portland Cement ASTM C150 JIS R 5210 1950, (R)2009 Portland cement

Ready Mix Concrete ASTM C94 JIS A 5308 1953, (R)2014 Ready‐mixed concrete

Steel Bars for Concrete ASTM A615/A615M JIS G 3112 1964, (R)2010 Steel bars for concrete reinforcement

Last updated 3/28/2017

Year JIS published

(revised)

Japanese Standard Title in English

Welded Wire Fabric ASTM A185 JIS G 3551 1960, (R)2005 Welded steel wire and bar fabrics

Concrete Aggregates ASTM C33 JIS A 5005 1961, (R)2009 Crushed stone and manufactured sand for concrete

Air‐Entrained Admixture for

Concrete

ASTM C260 JIS A 6204 1982, (R)2011 Chemical admixtures for concrete

Polyethylene Sheet ASTM C171 JIS K 6781 1956, r 1994 Polyethylene films for agriculture

Test Method for Slump of Hydraulic‐

Cement

ASTM C143/C143M JIS A 1101 1950, (R)2014 Method of test for slump of concrete

Practice for Sampling Fresh

Concrete

ASTM C172 JIS A 1115 1951, (R)2014 Method of sampling fresh concrete

Test Method for Air Content by

Volume

ASTM C173/ C173M JIS A 1118 1952, (R)2017 Method of test for air content of fresh concrete by volumetric method

Test Method for Air Content by

Pressure Method

ASTM C231 JIS A 1128 1960, (R)2014 Method of test for air content of fresh concrete by pressure method

Practice for Making and Curing

Concrete Test Specimens in the Field

ASTM C31/C31M JIS A 1132 1963, (R)2014 Method of making and curing concrete specimens

Standard Test Method for

Compressive Strength of Cylindrical

Concrete Specimens

ASTM C39/C39M JIS A 1108 1950, (R)2006 Method of test for compressive strength of concrete

04 20 00 Unit Masonry

Concrete Blocks ASTM C90 JIS A 5406 1952, (R)2010 Concrete blocks for buildings

Bricks ASTM C62 JIS R 1250 1951, (R)2011 Common bricks and facing bricks

05 12 00 Structural Steel

Rolled Steel for General Structure ASTM A36/A36M JIS G 3101 1952, (R)2015 Rolled steels for general structure

Rolled Steel for Welded Structure ASTM A36/A36M JIS G 3106 1952, (R)2015 Rolled steels for welded structure

Hot Rolled Atmospheric Corrosion

Resisting Steel for Welded Structure

ASTM A36/A36M JIS G 3114 1968, (R)2016 Hot‐rolled atmospheric corrosion resisting steels for welded structure

Rolled Steel for Building Structure ASTM A36/A36M JIS G 3136 1994, (R)2012 Rolled steels for building structure

Rolled Bars for Building Structure ASTM A6/A6M JIS G 3138 1996, (R)2005 Rolled steel bars for building structure

Light Gage Steel for General

Structure

ASTM C955 JIS G 3350 1957, (R)2009 Light gauge steel sections for general structure

Carbon Steel Tubes for General

Structural

ASTM A500 JIS G 3444 1961, (R)2016 Carbon steel tubes for general structure

Carbon Steel Square Pipes for

General

ASTM A53 JIS G 3466 1966, (R)2016 Carbon steel square and rectangular tubes for general structure

Bolts ASTM A307 JIS B 1180 1961, (R)2014 Hexagon head bolts and hexagon head screws

High‐Strength Bolts ASTM A325 JIS B 1186 1964, (R)2013 Sets of high strength hexagon bolt, hexagon nut and plain washers for friction grip joints

Washer ASTM F436 JIS B 1256 1959, (R)2008 Plain washers

05 52 00 Metal Railings

Bolts ASTM A307 JIS B 1180 1961, (R)2014 Hexagon head bolts and hexagon head screws

Carbon Steel Tubes for General

Structure

ASTM A500/A500M JIS G 3444 1961, (R)2016 Carbon steel tubes for general structure

Carbon Steel Square Pipes for

General Structure

ASTM A53/A53M JIS G 3466 1966, (R)2016 Carbon steel square and rectangular tubes for general structure

06 10 00 Rough Carpentry

Structural Plywood APA PS2 JAS No. 1637 (R)2016 Notification No. 1637 of the Ministry of Agriculture, Forestry and

Fisheries, Japanese Agricultural Standard Plywood

Plywood for Concrete Form APA PS1 JAS No. 1637 (R)2016 Notification No. 1637 of the Ministry of Agriculture, Forestry and

Fisheries, Japanese Agricultural Standard Plywood

Laminated Wood ANSI/AITC A190.1 JAS No. 1638 (R)2016 Notification No. 1638 of the Ministry of Agriculture, Forestry and

Fisheries, Japanese Agricultural Standard Laminated Wood

Structural Laminated Wood ANSI/AITC A190.1 JAS No. 1638 (R)2016 Notification No. 1638 of the Ministry of Agriculture, Forestry and

Fisheries, Japanese Agricultural Standard Laminated Wood

Softwood Finish Lumber ALSC PS 20 JAS No. 1920 (R)2013 Notification No. 1920 of the Ministry of Agriculture, Forestry and

Fisheries, Japanese Agricultural Standard Lumber

Softwood Seathing JAS No. 1085 Notification No. 1085 of the Ministry of Agriculture, Forestry and

Fisheries

Hardwood Lumber AHA A135.4 JAS No. 1920 (R)2013 Notification No. 1920 of the Ministry of Agriculture, Forestry and

Fisheries, Japanese Agricultural Standard Lumber

07 21 16 Mineral Fiber Blanket Insulation

Mineral Fiber Block and Board

Thermal Insulation

ASTM C612 JIS A 9504 1952, (R)2011 Man‐made mineral fibre thermal insulation materials

07 41 13 Metal Roof Panels

Year JIS published

(revised)

Japanese Standard Title in English

Non‐Structural Metal Roofing ASTM A755/A755M JIS A6514 1977, (R)1995 Components for metal roof‐decks

07 61 14.00 20 Steel Standing Seam Roofing

Formed Japanese Metal Roofing ASTM A755/A755M JIS A6514 1977, (R)1995 Components for metal roof‐decks

08 11 16 Aluminum Doors and Frames

Carbon Structural Steel, Aluminum and Aluminum‐Alloy Sheet and Plate

(Metric)

ASTM A36/A36M,

B209M

JIS A4702, A4704, A4705 JIS A4702:

1957, (R)2015

JIS A4704:

1961, (R)2015

JIS A4705:

1963, (R)2015

Doorsets, Components of light‐weight rolling door for buildings, Components of rolling door for buildings

Aluminum and Aluminum‐Alloy

Extruded Bars, Rods, Wire, Profiles, and Tubes (Metric), Standard Test

Method for Determining Rate of Air

Leakage Through Exterior Windows, Curtain Walls, and Doors Under

Specified Pressure Differences

Across the Specimen, Standard Test

Method for Water Penetration of

Exterior Windows, Skylights, Doors, and Curtain Walls by Uniform Static

Air Pressure Difference

ASTM B221M, E283,

E331

JIS A4706, A4709, A4713 JIS A4706:

1966, (R)2015

JIS A4709:

1979, (R)2004

JIS A4713:

1981, (R)2004

Windows, Screens for windows, Residential sliding storm window panel

09 22 00 Supports for Plaster and Gympsum

Board

Nonstructural Steel Framing

Members

ASTM C645 JIS A 6517 1979, (R)2010 Steel furrings for wall and ceiling in buildings

09 29 00 Gypsum Board

Gypsum Board ASTM C1396/C1396M JIS A 6901 1951, (R)2014 Gypsum boards

09 30 10 Ceramic, Quarry, and Glass Tiling

Ceramic Tile ANSI A137.1 JIS A 5209 1957, (R)2014 Ceramic tiles

09 51 00 Acoustical Ceilings

Acoustical Ceiling ASTM E1264 JIS A 6301 1966, (R)2015 Sound absorbing materials

Metal Ceiling Suspension System ASTM C645 JIS A 6517 1979, (R)2010 Steel furrings for wall and ceiling in buildings

09 65 00 Resilient Flooring

Resilient (Vinyl Composition Floor

Tile)

ASTM F1066 JIS A 5705 1966, (R)2016 Polyvinyl chloride floorcoverings

09 90 00 Paints and Coatings

Anti Rust Paint MPI 101, MPI 107, MPI

JIS K5621, JASS 18 M‐109 JIS K5621:

1952, (R)2008

JASS 18:

1959, (R)2013

Anticorrosive paints for general use, Japan Architectural Standard

Specification 18 M‐109

EP ‐ Exterior Latex, Semi‐Gloss, MPI

Gloss Level 5

MPI 11 JIS K 5663 1956, (R)2008 Synthetic resin emulsion paint & sealer

SOP ‐ Interior Latex, Semi‐Gloss, MPI

Gloss Level 5

MPI 54 JIS K 5516 1965, (R)2014 Ready mixed paints (Synthetic resin type)

OS ‐ Interior Oil Modified Urethane

Clear Satin

MPI 57 JASS 18 Paragraph 5.9, JIS

K5421

JASS 18:

1952, (R)2013

JIS K5421:

1951, (R)2000

Japan Architectural Standard Specification 18 Paragraph 5.9, Boiled oil and boiled linseed oil

NAD ‐ Interior Alkyd, Semi‐Gloss, MPI Gloss Level 5

MPI 47 JIS K5516 1965, (R)2014 Ready mixed paints (Synthetic resin type)

VP ‐ Interior Latex, Semi‐Gloss, MPI

Gloss Level 5

MPI 54 JIS K 5670 2003, (R)2008 Non aqueous dispersion acrylic paint

10 28 13 Toilet Accessories

Mirrors ASTM C1036 JIS R 3220 1986, (R)2011 Glass in building ‐‐ Silvered, flat‐glass mirror

21 13 13.00 10 Wet Pipe Sprinkler System, Fire

Protection

Steel Pipe Black ASTM A53/A53M JIS G 3452/JIS G 3454 JIS G3452:

1962, (R)2016

JIS G3454:

1962, (R)2012

Carbon steel pipes for ordinary piping/Carbon steel tubes for pressure service

Malleable Iron Threaded Fittings ASME B16.3 JIS B 2301 1950, (R)2013 Screwed type malleable cast iron pipe fittings

Steel Buttwelding Fittings ASME B16.9 JIS B 2311 1982, (R)2015 Steel butt‐welding pipe fittings for ordinary use

22 00 00 Plumbing, General Purpose

Year JIS published

(revised)

Japanese Standard Title in English

Pipe, Steel, Black and Hot‐Dipped, Zinc‐Coated, Welded and Seamless

ASTM A53/A53M, Sch 40 JIS G 3452/JIS G 3454/JIS B

JIS G3452:

1962, (R)2016

JIS G3454:

1962, (R)2012

JIS B2301:

1950, (R)2013

Carbon steel pipes for ordinary piping/Carbon steel tubes for pressure service/Screwed type malleable cast iron pipe fittings

Valves, Cast Iron MSS SP‐70 JIS B 2031 1958, (R)2015 Gray cast iron valves

Cast Iron Pipe and Fittings, Hub and

Spigot

ASTM A74 JIS G 5525 1959, (R)2000 Cast‐iron drainage pipes and fittings

Cast Iron Pipe and Fittings, Hubless CISPI 301/ASTM A888 JIS G 5525 1959, (R)2000 Cast‐iron drainage pipes and fittings

Steel Pipe, Galvanized ASTM A53/A53M JIS G 3452/JIS G 3454/JIS B

JIS G3452:

1962, (R)2016

JIS G3454:

1962, (R)2012

JIS B2301:

1950, (R)2013

Carbon steel pipes for ordinary piping/Carbon steel tubes for pressure service/Screwed type malleable cast iron pipe fittings

Copper Pipe, Seamless ASTM B42 JIS H 3300/JIS H 3401 JIS H3300:

1977, (R)2012

JIS H3401:

1979, (R)2001

Copper and copper alloy seamless pipes and tubes/Pipe fittings of copper and copper alloys

Poly(Vinyl Chloride) (PVC) Plastic

Drain, Waste, and Vent Pipe and

Fittings

ASTM D2665 JIS K 6739/JIS K 6741 JIS K6739:

1972, (R)2016

JIS K6741:

1954, (R)2016

Unplasticized poly (vinyl chloride) (PVC‐U) pipe fittings for drain/Unplasticized poly (vinyl chloride) (PVC‐U) pipes

Coextruded Poly (Vinyl Chloride)

(PVC) Plastic Pipe with a Cellular

Core

ASTM F891 JIS K 6739/JIS K 6741 JIS K6739

1972, (R)2016

JIS K6741:

1954, (R)2016

Unplasticized poly (vinyl chloride) (PVC‐U) pipe fittings for drain/Unplasticized poly (vinyl chloride) (PVC‐U) pipes

Coextruded Poly(Vinyl Chloride)

(PVC) Non‐Pressure Plastic Pipe

Having Reprocessed‐Recycled

Content

ASTM F1760 JIS K 6739/JIS K 6741 JIS K6739:

1972, (R)2016

JIS K6741:

1954, (R)2016

Unplasticized poly (vinyl chloride) (PVC‐U) pipe fittings for drain/Unplasticized poly (vinyl chloride) (PVC‐U) pipes

23 00 00 Air Supply, Distribution, Ventilation, and Exhaust Systems

Duct, Galvanized Steel Sheet ASTM A653/A653M JIS G 3302 1951, (R)2012 Hot‐dip zinc‐coated steel sheet and strip

23 07 00 Thermal Insulation for Mechanical

Systems

Aluminum and Aluminum‐Alloy

Sheet and Plate

ASTM B209M JIS H 4000 1970, (R)2014 Aluminium and aluminium alloy sheets, strips and plates

Pipe Insulation, Mineral Fiber ASTM C547 JIS A 9504 1952, (R)2011 Man made mineral fibre thermal insulation materials

Duct Insulation, Mineral Fiber ASTM C553 JIS A 9504 1952, (R)2011 Man made mineral fibre thermal insulation materials

23 64 26 Chilled, Chilled‐Hot, and Condenser

Water Piping Systems

Steel Pipe, Black ASTM A53/A53M, Sch 40 JIS G 3452/JIS G 3454/JIS B

JIS G3452:

1962, (R)2016

JIS G3454:

1962, (R)2012

JIS B2301:

1950, (R)2013

Carbon steel pipes for ordinary piping/Carbon steel tubes for pressure service/Screwed type malleable cast iron pipe fittings

Copper Tubing ASTM B88M, Type M JIS H 3300 1977, (R)2012 Copper and copper alloy seamless pipes and tubes

Copper and Bronze Fittings ASME B16.22 JIS H 3300/JIS H 3401 JIS H3300:

1977, (R)2012

JIS H3401:

1979, (R)2001

Copper and copper alloy seamless pipes and tubes/Pipe fittings of copper and copper alloys

Bronze Gate, Globe, Angle and

Check Valves

MSS SP‐80 JIS B 2011 1951, (R)2013 Bronze, gate, globe, angle, and check valves

26 12.19 10 Three‐Phase Pad‐Mounted

Transformers

Pad mounted transformer station

3PH4W

ANSI C57.12.90 JIS C 4620 1968, (R)2004 Cubicle type high voltage power receiving units

26 20 00 Interior Distribution System

Electrical Nonmetallic tubing UL 1653 JIS C 8411 class PF 1987, (R)1999 Pliable plastics conduits, class PF

Panelboard UL 67 JIS C 8480 1967, (R)2016 Box‐type switchgear assemblies for low‐voltage distribution purpose

Fusible Disconnect Switch UL 98 JIS C 4606 1971, (R)2011 Indoor use disconnectors for 3.3 kV or 6.6 kV

Outlet boxes Non‐metallic UL 514C JIS C 8435 1960, (R)1999 Boxes and box covers of plastic conduits

Cast metal hub type boxes UL 514A JIS C 8340 1952, (R)1999 Boxes and box covers for rigid metal conduits

Bonding conductors, bare copper, solid, ATSM B1 JIS C 3101 1950, (R)1994 Hard‐drawn copper wires for electrical purposes

Bonding conductors, bare copper ATSM B8 JIS C 3105, class 1, general use

1953, (R)1994 Hard‐drawn copper stranded conductors, class 1, general use

600V Insulated wire, 60 degrees C UL 83 JIS C 3307 1951, (R)2000 600 V Polyvinyl cloride insulated wires

600V Insulated wire, 75 degrees C UL 44 JIS C 3317 1973, (R)2000 600V Grade heat‐resistant polyvinyl chloride insulated wires

Year JIS published

(revised)

Japanese Standard Title in English

600V Insulated wire, 90 degrees C UL 44 JIS C 3317 1973, (R)2000 600V Grade heat‐resistant polyvinyl chloride insulated wires

EMT conduit UL 797 JIS C 8305, type E 1952, (R)1999 Rigid steel conduits, type E

Couplings UL 514B JIS C 8330 1953, (R)1999 Fittings for rigid metal conduits

Elbows UL 6 JIS C 8330 1953, (R)1999 Fittings for rigid metal conduits

Type EB & A rigid PVC & HDPE conduit

UL 651A, NEMA TC 6 JIS C 8430 ‐ increase burial depth to same as direct buried

1954, (R)1999 Unplasticized polyvinyl chloride (PVC‐U) conduits

Couplings UL 651 JIS C 8432 1960, (R)1999 Fittings of unplasticized polyvinyl chloride (PVC‐U) conduits

Electrical Nonmetallic tubing UL 1653 JIS C 8411 class PF 1987, (R)1999 Pliable plastics conduits, class PF

26 32 13.00 20 Single Operation Generator Sets

Generator with MCCB and control system

UL 2200 JIS/JEM/JEC/SBA/NEGA Japan Industrial Standards/Standards of the Japan Electrical

Manufacturers' Association/Japanese Electrotechnica Committee/

Standards of Battery Association /Nippon Engine Generator

Association

26 51 00 Interior Lighting

Switch/3‐way Switch UL 20 JIS C 8304 1950, (R)2009 Small switches for indoor use

27 10 00 Building Telecommunications

Cabling System

Telephone outlet RJ45 (8 position &

8 conductors for voice and data)

FCC CFR Part 68/TIA‐569 JISX5150 1996, (R)2016 Information technology‐Generic cabling for customer premises

Television outlet IEC 60169.24/TIA‐569 JIS C 5410/JISX5150 JIS C5410:

1970, (R)1991

JIS X5150:

1996, (R)2016

General rules of connectors for radio frequency coaxial cables /

Information technology‐Generic cabling for customer premises

28 31 64.00 10 Fire Detection and Alarm System

Metal Conduit UL 6 JIS C 8305 1952, (R)1999 Rigid steel conduits

31 00 00 Earthwork

Fine Aggregates ASTM C33 JIS A 5308 1953, (R)2014 Ready‐mixed concrete

Concrete Aggregates ASTM C33 JIS A 5005 1961, (R)2009 Crushed stone and manufactured sand for concrete

32 10 00 (Pervious) Bituminous Concrete

Pavement

Asphaltic Concrete Cement Binder ASTM D946 JIS K 2207 1956, (R)2006 Petroleum asphalts

32 11 23 Aggregate and/or Graded‐Crushed

Aggregate Base Course

Test Method for Sieve Analysis of

Fine and Coarse Aggregates

ASTM C136/C136M JIS A 1102 1950, (R)2014 Method of test for sieve analysis of aggregates

Test Method for Materials Finer than 75‐μm (No. 200) Sieve in

Mineral Aggregates by Washing

ASTM C117 JIS A 1103 1950, (R)2014 Method of test for amount of material passing test sieve 75 μm in aggregates

Liquid Limit, Plastic Limit, and

Plasticity Index of Soils

ASTM D4318 JIS A 1205 1950, (R)2009 Test method for liquid limit and plastic limit of soils

Test Method for Density and Unit

Weight of Soil in Place by Sand‐Cone

Method

ASTM D1556/D1556M JIS A 1214 1953, (R)2013 Test method for soil density by the sand replacement method

Test Methods for Laboratory

Compaction Characteristics of Soil

Using Modified Effort (56,000 ft‐ lbf/ft3) (2700 kN‐m/m3)

ASTM D1557 JIS A 1210 1950, (R)2009 Test method for soil compaction using a rammer

32 11 24 Graded Crushed Aggregate Base

Course for (Pervious)(Flexible)

Crushed Stone for Road ASTM D692 JIS A 5001 1952, (R)2008 Crushed stone for road construction

32 12 10 Bituminous Tack and Prime Coats

Prime/Tack Coat ASTM D977 JIS K 2208 1957, (R)2009 Asphalt emulsion

32 12 17 Hot Mix Bituminous Pavement

Coarse Aggregate for Bituminous

Paving Mixtures

ASTM D692/D692M JIS A 5001 1952, (R)2008 Crushed stone for road construction

Fine Aggregate for Bituminous

Paving Mixtures

ASTM D1073 JIS A 5005 1961, (R)2009 Crushed stone and manufactured sand for concrete

Test Method for Sieve Analysis of

Fine and Coarse Aggregates

ASTM C136/C136M JIS A 1102 1950, (R)2014 Method of test for sieve analysis of aggregates

Test Method for Materials Finer than 75‐μm (No. 200) Sieve in

Mineral Aggregates by Washing

ASTM C117 JIS A 1103 1950, (R)2014 Method of test for amount of material passing test sieve 75 μm in aggregates

Specific Gravity and Density of Semi‐

Solid Bituminous Materials

(Pycnometer Method)

ASTM D70 JIS K 2249/K 2207 JIS K2249: 2011

JIS K2207:

1956, (R)2006

Crude petroleum and petroleum products ‐ Determination of density

/Petroleum asphalts

Test Method for Density, Relative

Density (Specific Gravity), and

Absorption of Coarse Aggregate

ASTM C127 JIS A 1110 1951, (R)2006 Methods of test for density and water absorption of coarse aggregates

Year JIS published

(revised)

Japanese Standard Title in English

Test Method for Resistance to

Degradation of Small‐Size Coarse

Aggregate by Abrasion and Impact in the Los Angeles Machine

ASTM C131 JIS A 1121 1954, (R)2007 Method of test for resistance to abrasion of coarse aggregate by use of the Los Angeles machine

Test Method for Soundness of

Aggregates by Use of Sodium Sulfate or Magnesium Sulfate

ASTM C88 JIS A 1112 1951, (R)2012 Method of test for washing analysis of fresh concrete

Test Method for Bulk Density ("Unit

Weight") and Voids in Aggregate

ASTM C29/C29M JIS A 1104 1950, (R)2006 Methods of test for bulk density of aggregates and solid content in aggregates

Method for Density, Relative Density

(Specific Gravity), and Absorption of

Fine Aggregate

ASTM C128 JIS A 1109 1951, (R)2006 Methods of test for density and water absorption of fine aggregates

Test Method for Density of

Hydraulic Cement/Specific Gravity of

Soil Solids by Water Pycnometer

ASTM C188/D854 JIS A 1202 1950, (R)2009 Test method for density of soil particles

32 17 24.00 10 Pavement Markings

Beads (Glass Spheres) Retro‐

Reflective (Metric)

FS TT‐B‐1325, Type I, Gradation A

JIS R 3301, Class 1 1975, (R)2014 Glass beads for traffic paint, Class 1

Glass Beads Used in Pavement

Markings

AASHTO M 247, Type I JIS R 3301, Class 1 1975, (R)2014 Glass beads for traffic paint, Class 1

33 11 00 Water Distribution

Pipe, Steel, Black and Hot‐Dipped, Zinc‐Coated, Welded and Seamless

ASTM A53/A53M JIS G 3442 1957, (R)2016 Galvanized steel pipes for ordinary piping

Carbon Structure Steel ASTM A36/A36M JIS G 3251 1964, (R)2010 Carbon Steel Blooms and Billets for Forgings

Ductile‐Iron and Gray‐Iron Fittings for Water

AWWA C110 JIS G 5526 1974, (R)2014 Ductile iron pipes

Flanged Ductile‐Iron Pipe With

Ductile‐Iron or Gray‐Iron Threaded

Flanges/Ductile‐Iron Pipe, Centrifugally Cast, for Water

AWWA C115/C 151 JIS G 5527 1974, (R)2014 Ductile iron fittings

Rigid Poly(Vinyl Chloride) (PVC)

Compounds and Chlorinated

Poly(Vinyl Chloride) (CPVC)

Compounds

ASTM D1784 JIS K 6741/6742 JIS K6741:

1954, (R)2016

JIS K6742:

1956, (R)2016

Unplasticized poly (vinyl chloride) (PVC‐U) pipes/Unplasticized poly

(vinyl chloride) (PVC‐U) pipes for water supply

Heat Fusion Joining Polyolefin Pipe and Fittings

ASTM D2657 JIS K 6742/6739 JIS K6742:

1956, (R)2016

JIS K6739:

1972, (R)2016

Unplasticized poly (vinyl chloride) (PVC‐U) pipes for water supply/Unplasticized poly (vinyl chloride) (PVC‐U) pipe fittings for drain

Poly(Vinyl Chloride) (PVC), Plastic

Pipe, Schedules 40, 80, and 120

ASTM D1785 JIS K 6743 1956, (R)2016 Unplasticized poly (vinyl chloride) (PVC‐U) pipe fittings for water supply

Polyethylene (PE) Pressure Pipe and

Tubing, 1/2 In. (13mm) Through 3

In. (76 mm), or Water Service

AWWA C901 JIS K 6762 1959, (R)2014 Double wall polyethylene pipes for water supply

33 30 00 Sanitary Sewers

Cast Iron Soil Pipe and Fittings ASTM A74 JIS G 5525 1959, (R)2000 Cast‐iron drainage pipes and fittings

Zinc (Hot‐Dip Galvanized) Coatings on Iron and

Steel Products

ASTM A123/123M JIS G 3452/B 2301 JIS G3452:

1962, (R)2016

JIS B2301:

1950, (R)2013

Carbon steel pipes for ordinary piping/Screwed type malleable cast iron pipe fittings

Joints for Drain and Sewer Plastic

Pipes Using Flexible Elastomeric

Seals

ASTM D3212 JSWAS K‐1 1974, (R)2010 Japan Sewage Works Association Standard K‐1

Concrete Aggregates ASTM C33/C33M JIS A 5005 1961, (R)2009 Crushed stone and manufactured sand for concrete

Ready‐Mixed Concrete ASTM C94/C94M JIS A 5308 1953, (R)2014 Ready‐mixed concrete

Portland Cement ASTM C150/C150M JIS R 5210/5211 JIS R5210):

1950, (R)2009

JIS R5211:

1950, (R)2009

Portland cement/Portland blast‐furnace slag cement

Air‐Entertaining Admixture for

Concrete

ASTM C260/C260M JIS A 6204 1982, (R)2011 Chemical admixtures for concrete

33 34 00 Force Mains And Inverted Siphons;

Sewer

Steel Water Pipe ‐ 6 In. (150 mm) and Larger

AWWA C200 JIS G 3454 1962, (R)2012 Carbon steel tubes for pressure service

Rigid PVC pipe ASTM D1784 JIS K 6741/6776 JIS K6741:

1954, (R)2016

JIS K6776:

1984, (R)2016

Unplasticized poly (vinyl chloride) (PVC‐U) pipes/Chlorinated poly

(vinyl chloride) (PVC‐C) pipes for hot and cold water supply

Coal‐Tar Protective Coatings and linings for AWWA C 203 for Steel pipelines

JWWA K 115 (R)1989 Japan Water Works Assocation K115

33 40 00 Storm Drainage Utilities

Year JIS published

(revised)

Japanese Standard Title in English

Moist‐Density Relation Test

(American Assoc of State Highway

Official)

AASHTO T‐180 JIS A 1210 1950, (R)2009 Test Method For Soil Compaction Using A Rammer

Test Methods for Laboratory

Compaction Characteristics of Soil

Using Modified Effort (56,000 ft‐ lbf/ft3) (2700 kN‐m/m3)

ASTM D1557 JIS A 1210 1950, (R)2009 Test Method For Soil Compaction Using A Rammer

33 71 02 Underground Electrical Distribution

Electric Conduit, Rigid

Rigid Metal Conduit UL 6 JIS C 8305 type G 1952, (R)1999 Rigid steel conduits type G

Elbows & couplings UL 6 JIS C 8330 1953, (R)1999 Fittings for rigid metal conduits

Conduit, Tubing and Cable

Fittings

UL 514B JIS C 8330 1953, (R)1999 Fittings for rigid metal conduits

Conduit bodies, entrance caps UL 514B JIS C 8340 1952, (R)1999 Boxes and box covers for rigid metal conduits

PVC coated rigid steel conduit NEMA RN 1 JIS C 8380 1993, (R)2009 Plastic coated steel pipes for cable‐ways

PVC Conduit

PVC conduit, schedule 40 & 80 rigid

NEMA TC 2 & UL 651 JIS C 8430 ‐ increase burial depth to same as direct buried

1954, (R)1999 Unplasticized polyvinyl chloride (PVC‐U) conduits

Couplings UL 651 JIS C 8432 1960, (R)1999 Fittings of unplasticized polyvinyl chloride (PVC‐U) conduits

Electric Cable

NM 60 degrees C UL 719 JIS C 3342 1964, (R)2012 600 V Polyvinyl chloride insulated and sheathed cables

NM 75 degrees C UL 719 JIS C 3605 type EVorEE 1975, (R)2002 600V Polyethylene insulated cables type EVorEE

NM‐B 90 degrees C UL 719 JIS C 3605 type EVorEE 1975, (R)2002 600V Polyethylene insulated cables type EVorEE

Service Entrance Cables SE UL 854 JIS C 3341 type DV 1963, (R)2000 Polyvinyl chloride insulated drop service wires…