W912QR20R0057Specs_Vol3-0000.pdf

Solicitation For Fort Campbell Middle School Fort Campbell, KY

P2: 372494

Design Bid Build

Specifications Ready To Advertise (RTA) Volume 3 of 5

29 June 2020

W912QR20R0057

ARIMS: 200A

Disposition: Maintain for 15yrs after construction

W912QR20R0057-0000

Fort Campbell Middle School Fort Campbell, Kentucky

Specifications RTA Submittal

Volume 3 – Divisions 03 - 14

March 11, 2020

Project Number: AM00029 WTS Project Number: 1416-3-C

P2 Number: 372494

FORT CAMPBELL MIDDLE SCHOOL AM00029

FORT CAMPBELL, KENTUCKY 3/11/20

PROJECT TABLE OF CONTENTS Page 1

PROJECT TABLE OF CONTENTS

VOLUME ONE

DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

00 10 00 PRICE BREAKOUT SCHEDULE

00 80 00.00 06 SPECIAL PROVISIONS

APPENDIX ALL ATTACHMENTS

PROJECT SUBMITTAL REGISTER

DIVISION 01 – GENERAL REQUIREMENTS

01 03 00 OPTIONS

01 11 00 SUMMARY OF WORK

01 32 01.00 06 PROJECT SCHEDULE

01 33 00.00 06 SUBMITTAL PROCEDURES

01 33 29.00 06 SUSTAINABILITY REPORTING

DODEA LEED CHECKLIST

LEED v4 BD+C; SCHOOLS CHECKLIST

01 35 26.00 06 GOVERNMENT SAFETY PROCEDURES

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

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

01 45 04.10 06 CONTRACTOR QUALITY CONTROL

01 45 35 SPECIAL INSPECTIONS

STATEMENT OF SPECIAL INSPECTIONS

SCHEDULE OF SPECIAL INSPECTIONS

01 46 00.10 06 TOTAL BUILDING COMMISSIONING (INDEPENDENT CxA)

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19.00 06 TEMPORARY ENVIRONMENTAL CONTROLS AND PERMITS

STORMWATER POLLUTION PREVENTION PLAN (SWPPP)

RECORD OF ENVIRONMENTAL CONSIDERATIONS

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 78 23 OPERATION AND MAINTENANCE DATA

VOLUME 2

DIVISION 02 – EXISTING CONDITIONS

02 06 14 GEOTECHNICAL ENGINEERING REPORT

02 26 00 REPORT OF HAZARDOUS MATERIALS

02 41 00 DEMOLITION

02 82 00 ASBESTOS REMEDIATION

02 83 00 LEAD REMEDIATION

02 84 16 HANDLING OF LIGHTING BALLASTS AND LAMPS CONTAINING PCBs AND

MEUCURY

PROJECT TABLE OF CONTENTS Page 2

VOLUME 3

DIVISION 03 – CONCRETE

03 11 19.00 06 INSULATING CONCRETE FORM (ICF) SYSTEM

03 30 00 CAST-IN-PLACE CONCRETE

03 35 36 POLISHED CONCRETE FLOOR SYSTEM

DIVISION 04 – MASONRY

04 20 00 UNIT MASONRY

04 26 16 ADHERED MASONRY VENEER

DIVISION 05 – METALS

05 12 00 STRUCTURAL STEEL

05 21 00 STEEL JOIST FRAMING

05 30 00 STEEL DECKS

05 40 00 COLD-FORMED METAL FRAMING

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 51 00 METAL STAIRS

05 51 33 METAL LADDERS

05 52 00 METAL RAILINGS

DIVISION 06 – WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 20 00 FINISH CARPENTRY

06 41 16.00 10 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS

06 61 16 SOLID SURFACING FABRICATIONS

DIVISION 07 THERMAL AND MOISTURE PROTECTION

07 05 23 PRESSURE TESTING AN AIR BARRIER SYSTEM FOR AIR TIGHTNESS

07 13 53 ELASTOMERIC SHEET WATERPROOFING

07 21 13 BOARD INSULATION

07 21 16 MINERAL FIBER BLANKET INSULATION

07 22 00 ROOF AND DECK INSULATION

07 27 10.00 10 BUILDING AIR BARRIER SYSTEM

07 27 19.01 SELF-ADHERING AIR BARRIERS

07 41 13 METAL ROOF PANELS

07 42 13 METAL WALL PANELS

07 46 00 FIBER REINFORCED CEMENT PANEL VENEER

07 52 00 MODIFIED BITUMINOUS MEMBRANE ROOFING

07 60 00 FLASHING AND SHEET METAL

07 72 00 ROOF ACCESSORIES

07 76 00 PEDESTAL PAVER ROOFING

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

07 95 13 EXPANSION JOINT COVER ASSEMBLIES

07 95 13.13 INTERIOR EXPANSION JOINT COVER ASSEMBLIES

PROJECT TABLE OF CONTENTS Page 3

DIVISION 08 – OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 14 00 WOOD DOORS

08 17 00 INTEGRATED WOOD DOOR OPENING ASSEMBLIES

08 31 00 ACCESS DOORS AND PANELS

08 33 13 COILING COUNTER DOORS

08 34 73 SOUND CONTROL DOOR ASSEMBLIES

08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

08 44 00 CURTAIN WALL AND GLAZED ASSEMBLIES

08 44 23.00 22 INSULATED TRANSLUCENT FIBERGLASS SANDWICH PANEL SYSTEM

08 62 50 TUBULAR DAYLIGHTING DEVICES

08 71 00 DOOR HARDWARE

HARDWARE SET SCHEDULE

08 81 00 GLAZING

08 87 23.13 DECORATIVE ARCHITECTURAL FILMS

08 91 00 METAL WALL LOUVERS

DIVISION 09 - FINISHES

09 22 00 SUPPORTS FOR GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 10 CERAMIC AND QUARRY TILING

09 51 00 ACOUSTICAL CEILINGS

09 62 38 STATIC CONTROL FLOORING

09 64 53 RESILIENT WOOD FLOORING ASSEMBLIES

09 64 66 WOOD ATHLETIC FLOORING

09 65 00 RESILIENT FLOORING

09 66 53 RESINOUS MATRIX TERRAZZO FLOORING

09 68 00 CARPETING

09 72 00 WALLCOVERINGS

09 78 10 ACOUSTICAL WOOD WALLS

09 84 20 ACOUSTICAL WALL PANELS

09 90 00 PAINTS AND COATINGS

DIVISION 10 – SPECIALTIES

10 11 00 VISUAL DISPLAY UNITS

10 14 00.10 EXTERIOR SIGNAGE

10 14 00.20 INTERIOR SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 21 23.16 CUBICLE TRACK, CURTAIN, AND HARDWARE

10 22 39 FOLDING PANEL PARTITIONS

10 26 00 WALL PROTECTION

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS

10 51 13 METAL LOCKERS

10 73 26.39 PRE-ENGINEERED CANOPY COVER

10 75 00 FLAGPOLES

PROJECT TABLE OF CONTENTS Page 4

DIVISON 11 - EQUIPMENT

11 13 19.13 LOADING DOCK LEVELERS

11 31 13 ELECTRIC KITCHEN EQUIPMENT

11 46 01.06 FOOD SERVICE EQUIPMENT

11 61 43 STAGE CURTAINS

11 66 23 GYMNASIUM EQUIPMENT

11 68 13 PLAYGROUND EQUIPMENT

DIVISION 12 - FURNISHINGS

12 24 13 ROLLER WINDOW SHADES

12 32 00 WOOD LABORATORY CASEWORK AND COUNTERTOP

12 93 00 SITE FURNISHINGS

DIVISION 14 - CONVEYING EQUIPMENT

14 24 23 HYDRAULIC PASSENGER ELEVATORS

VOLUME 4

DIVISION 21 - FIRE SUPPRESSION

21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

22 07 19.00 40 PLUMBING PIPING INSULATION

22 14 29.00 40 SUMP PUMPS

22 31 00 WATER SOFTENERS, CATION-EXCHANGE (SODIUM CYCLE)

22 33 30.00 10 SOLAR WATER HEATING EQUIPMENT

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 05 15 COMMON PIPING FOR HVAC

23 05 48.00 40 VIBRATION AND SEISMIC CONTROLS FOR HVAC PIPING AND

EQUIPMENT

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 09 00 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 13 INSTRUMENTATION AND CONTROL DEVICES FOR HVAC

23 09 23.02 BACNET DIRECT DIGITAL CONTROL FOR HVAC AND OTHER BUILDING

CONTROL SYSTEMS

23 09 93 SEQUENCES OF OPERATION FOR HVAC CONTROL

23 11 25 FACILITY GAS PIPING

23 21 23 HYDRONIC PUMPS

23 23 00 REFRIGERANT PIPING

23 25 00 CHEMICAL TREATMENT OF WATER FOR MECHANICAL SYSTEMS

23 52 00 HEATING BOILERS

PROJECT TABLE OF CONTENTS Page 5

23 64 26 CHILLED, CHILLED-HOT, AND CONDENSER WATER PIPING SYSTEMS

23 65 00 COOLING TOWERS

23 81 00 DECENTRALIZED UNITARY HVAC EQUIPMENT

23 81 47 WATER-LOOP AND GROUND-LOOP HEAT PUMP SYSTEMS

DIVISION 25 - INTEGRATED AUTOMATION

25 05 11.01 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS – HVAC

ATTACHMENT – DESIGNER CONTROLS HVAC (CIA L-L-L)

25 05 11.02 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS -

PUBLIC ADDRESS, INTERCOMMUNICATION, PROGRAM BELL/MASTER

CLOCK

DESIGNER CONTROLS LIGHTING/PA/INTERCOMMUNICTIONS/PROGRAM

BELL/MASTER CLOCK (CIA L-L-L)

25 05 11.03 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS - FIRE

ALARM AND MASS NOTIFICATION SYSTEMS

DESIGNER CONTROLS FIRE ALARM AND MASS NOTIFICATION SYSTEMS

25 05 11.04 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS -

ELECTRONIC SECURITY SYSTEMS (ESS)

DESIGNER CONTROLS ELECTRONIC SECURITY SYSTEMS (ESS)

DIVISION 26 - ELECTRICAL

26 05 48.00 10 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

26 08 00 APPARATUS INSPECTION AND TESTING

26 09 13 ENERGY EFFICIENCY EDUCATION DASHBOARDS

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 24 13 SWITCHBOARDS

26 28 01.00 10 COORDINATED POWER SYSTEM PROTECTION

26 29 23 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS

26 31 00 SOLAR PHOTOVOLTAIC (PV) COMPONENTS

26 32 23.13 HORIZONTAL-AXIS WIND TURBINES

26 41 00 LIGHTNING PROTECTION SYSTEM

26 51 00 INTERIOR LIGHTING

26 55 61 THEATRICAL LIGHTING

26 56 00 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

27 51 16 RADIO AND PUBLIC ADDRESS SYSTEMS

27 51 23.10 INTERCOMMUNICATION SYSTEM

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 08 10 ELECTRONIC SECURITY SYSTEM ACCEPTANCE TESTING

28 10 05 ELECTRONIC SECURITY SYSTEMS (ESS)

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

PROJECT TABLE OF CONTENTS Page 6

VOLUME 5

DIVISION 31 - EARTHWORK

31 00 00.00 06 EARTHWORK

31 31 16.13 CHEMICAL TERMITE CONTROL

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 05 33 LANDSCAPE ESTABLISHMENT

32 11 23 AGGREGATE BASE COURSES

32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS

32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE

FACILITIES

32 16 19 CONCRETE CURBS, GUTTERS AND SIDEWALKS

32 17 23 PAVEMENT MARKINGS

32 18 16.13 PLAYGROUND PROTECTIVE SURFACING

32 31 22 METAL DECORATIVE FENCING

32 92 23 SODDING

32 93 00 EXTERIOR PLANTS

DIVISION 33 - UTILITIES

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 30 00 SANITARY SEWERAGE

33 32 13.13 PACKAGED SEWAGE LIFT STATIONS, WET WELL TYPE

33 40 00 STORM DRAINAGE UTILITIES

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

-- End of Project Table of Contents --

FORT CAMPBELL, KENTUCKY RTA Submittal 3/11/20

SECTION 03 11 19.00 06

INSULATING CONCRETE FORM (ICF) SYSTEM

09/17

PART 1 GENERAL

1.1 REFERENCES

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

AMERICAN CONCRETE INSTITUTE INTERNATIONAL (ACI)

ACI 117 (2010; Errata 2011) Specifications for Tolerances for Concrete Construction and Materials and Commentary

ACI 301 (2016) Specifications for Structural Concrete

ACI 305R (2010) Guide to Hot Weather Concreting

ACI 306R (2016) Guide to Cold Weather Concreting

ACI 318 (2014; Errata 1-2 2014; Errata 3-5 2015;

Errata 6 2016; Errata 7-9 2017) Building Code Requirements for Structural Concrete (ACI 318-14) and Commentary (ACI 318R-14)

ACI 347 (2004; Errata 2008, Errata 2012) Guide to Formwork for Concrete

ASTM INTERNATIONAL (ASTM)

ASTM C177 (2013) Standard Test Method for Steady-State Heat Flux Measurements and Thermal Transmission Properties by Means of the Guarded-Hot-Plate Apparatus

ASTM C203 (2005a; R 2012) Breaking Load and Flexural Properties of Block-Type Thermal Insulation

ASTM C518 (2010) Steady-State Thermal Transmission Properties by Means of the Heat Flow Meter Apparatus

ASTM C578 (2018) Standard Specification for Rigid, Cellular Polystyrene Thermal Insulation

ASTM D1621 (2016) Standard Test Method for Compressive Properties of Rigid Cellular Plastics

ASTM D1622 (2014) Apparent Density of Rigid Cellular Plastics

SECTION 03 11 19.00 06 Page 1

ASTM D1761 (2012) Standard Test Methods for Mechanical Fasteners in Wood

ASTM D7611 (2013; E 2014) Standard Practice for Coding Plastic Manufactured Articles for Resin Identification

ASTM E119 (2018) Standard Test Methods for Fire Tests of Building Construction and Materials

ASTM E2129 (2010) Standard Practice for Data Collection for Sustainability Assessment of Building Products

ASTM E2634 (2011) Standard Specification for Flat Wall Insulating Concrete Form (ICF) Systems

ASTM E84 (2018a) Standard Test Method for Surface Burning Characteristics of Building Materials

ASTM E90 (2009) Standard Test Method for Laboratory Measurement of Airborne Sound Transmission Loss of Building Partitions and Elements

1.2 SUBMITTALS

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

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

Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance to Section 01 33 29.00 06 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00.00 06 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Installation Quality Control Plan; G, AE

Non-Qualifying ICF Installation Sub-Contractor (if applies); G, AE

An interested sub-contractor not meeting the ICF installation company qualifications may qualify for this project with contracting officer approval of the submittal in the Non-Qualifying ICF Installation Sub-Contractor paragraph in this specification section.

SD-02 Shop Drawings

Insulating Concrete Forms; G, AE

Provide plan and elevation drawings showing details of all ICF wall sections, including dimensions of openings, construction joints, bracing supports, studding and shoring, and sequence of shoring removal. ICF shop drawings shall indicate coordination with other trades to show, penetrations, steel embeds, etc.

SECTION 03 11 19.00 06 Page 2

Drawings shall indicate that all trades have verified interface of work with ICF walls.

Integral Steel Frame; G, AE

Construction Joints; G, AE

SD-03 Product Data

ICF Wall System Design; G, AE

Design analysis and calculations for ICF design and methodology used in the design.

ICF Form Materials; G, AE

Manufacturer's data including literature describing form materials and accessories.

Local/Regional Materials Environmental Data

SD-04 Samples

Mock-Up Installation of ICF; G, RO

SD-06 Test Reports

ICC ES Evaluation Report

SD-07 Certificates

ICF Form Materials

Submit 3rd party agency certification stating that products supplied for the ICF System meets the requirements of ASTM E2634.

Qualification of ICF Manufacturer; G, RO Qualification of ICF Technical Advisor; G, RO Qualification of ICF Installation Company; G, RO Training Certificates for CQCSM & Superintendent; G, RO Non-Qualifying ICF Installation Sub-Contractor (if applies); G, RO

Certify that the qualified manufacturer, technical advisor, and installation company meet requirements specified under paragraph "Quality Control" and that the technical advisor and installation company are approved by the ICF Manufacturer. Also certify that CQCSM and Superintendent meet training requirements.

SD-08 Manufacturer's Instructions

ICF Installation; G, RO

Provide manufacturer's standard printed instructions for the installation of the ICF wall system.

SD-10 Operation and Maintenance Data

Plastic Identification

SECTION 03 11 19.00 06 Page 3

1.3 QUALITY CONTROL

1.3.1 Qualification of ICF Manufacturer

The ICF system shall be the product of a manufacturer who has been successfully developing shop drawings and producing ICF products for a period of not less than 5 years and who has experience on at least 5 projects similar to this project in size, scope, and complexity.

Manufacturer shall have an ICC ES Evaluation Report or a certification showing conformance to ASTM E2634 as evidence that the Insulating Concrete Forming (ICF) units are compliant.

1.3.2 Qualification of ICF Technical Advisor

The Contractor shall engage the on-site, full time services of a Factory-Trained Installer or ICF technical advisor for the duration of the work under this Section. The ICF technical advisor shall have received instructional training in the installation of the ICF system forms and shall have supervised an installation crew on site for at least 3 years for at least 5 projects. At least one project shall have been similar to this project having a minimum of 40,000 gross sq/ft of ICF wall area and no less than 10,000 gross SF of ICF wall area with a height of 25 feet or taller from foundation to top of ICF wall. Submit the technical advisor's resume to include the listing of past projects meeting the above criteria with current contact names and phone numbers. The instructional training shall have been taken within the last 5 years and shall have been administered by the ICF manufacturer used for this project. The ICF Technical Advisor shall be approved by the ICF Manufacturer.

1.3.3 Qualification of ICF Installation Company

The ICF installation company shall have demonstrated successful performance on 5 relevant projects, each with a minimum of 40,000 gross sq/ft of ICF wall area and no less than 10,000 gross SF of ICF wall area with a height of 25 feet or taller from foundation to top of ICF wall.

All relevant projects shall have been substantially completed within 8 years prior this project's issue date. Submit the company's resume to include the listing of past projects meeting the above criteria with current contact names and phone numbers. Failure to provide and fulfill these criteria will result in immediate rejection of the entire installation company.

1.3.4 Training Certificates for CQCSM & Superintendent

Prior to ICF installation, the CQCSM and the project superintendent shall be trained by the ICF manufacturer or the ICF Technical Advisor on the product's installation in accordance with the manufacturer's published installation instructions, and manufacturer recommendations not covered in the published installation instructions. Submit appropriate training certificates. If either person is replaced, the replacement shall also be trained.

1.3.5 Non-Qualifying ICF Installation Sub-Contractor (if applies)

An interested sub-contractor not meeting above ICF Installation company qualifications may qualify for this project with contracting officer approval of the submittal of the following criteria after award:

SECTION 03 11 19.00 06 Page 4

a. Currently engaged in business as commercial contracting firm and have completed a minimum of 5 relevant projects at or near the size and complexity of this project in a related trade (i.e., mason, concrete form work, general trades carpentry). All relevant projects must have been completed within 8 years of this project's issue date.

Provide completion date, project name, project location, project's ICF wall area for each story (if applicable), description of work performed, and project owner's name and phone number for each project submitted.

b. Contract the services of an onsite ICF trainer for a minimum of 25 percent of the total estimated labor hours for the ICF installation portion of the project. Trainer must be a current employee of a qualifying ICF manufacturer having been employed with the manufacturer for a minimum of 6 months prior to issue of this project, and must submit a resume listing minimum qualifications as indicated above in the paragraph Qualification of ICF Technical Advisor. Trainer must attend ICF pre-construction meeting and all monthly project meetings that occur during the ICF construction of the project.

c. Provide certification that a minimum of 5 employees, or 50% of the estimated project work force (whichever is smaller), attend and complete the qualifying ICF manufacturer's training course prior to the start of ICF installation.

1.3.6 ICF Installation Company Workforce Requirement

The submitted and approved ICF installation company shall provide at all times during installation of the ICF, a labor force for the installation of the ICF consisting of a minimum of 25% of that force being dutifully employed directly by the ICF installation company. Further Sub-contracting of ICF installation labor shall at no time exceed 75% of the installation labor during the entire ICF construction period.

1.3.7 Special Inspector

The special inspector shall perform special inspections in accordance with UFGS Section 01 45 35 SPECIAL INSPECTIONS. The special inspector shall also inspect the work to initial the pre-pour and post pour inspection checklists.

1.3.8 Pre-Installation Meetings

Prior to commencement of ICF installation and associated work, the contractor shall conduct a meeting at the project site with the Contracting Officer, ICF manufacturer's representative, ICF Technical Advisor, ICF installation company, and trades responsible for installing concrete. The meeting shall include review of approved submittals for coordination of various trades such as that for windows, doors, bucks, integral steel frame, concrete supply, and structural steel. The Installation Quality Control Plan, pre-pour checklist (Attachment A), and post pour checklist (Attachment B) shall also be reviewed.

Contractor shall give the Contracting Officer's Representative and the Structural Engineer of Record a 7-day notice (minimum) prior to the placement of concrete within the ICF Wall System.

SECTION 03 11 19.00 06 Page 5

1.3.9 Mock-Ups

Complete Mock-Up Installation of ICF prior to start of ICF installation with full-size erected assemblies with features to include at least one window, a sleeve penetration, and a structural steel embed/face plate.

Mock-up shall establish the materials and construction techniques and quality used for the project, providing visual effect, tolerances, alignment, bracing, etc as required and approved by the COR. This mock-up shall be integrated with the masonry wall sample required in UFGS Section 04 20 00 UNIT MASONRY and Section 07 46 00 FIBER REINFORCED CEMENT PANEL VENEER. Materials and construction methods used for the mock-up shall be those proposed for actual construction in the shop drawings, meeting the following requirements:

a. Locate mock-up installation in the location as approved by the Contracting Officer.

b. Demonstrate the required concrete thickness, insulation and workmanship.

c. Demonstrate window openings with sill, head, jambs, and proposed bucks.

d. Demonstrate electrical sleeve penetration and sealant used at interface with ICF formwork.

e. Obtain Contracting Officer's written approval of mock-up before starting fabrication of ICF work.

f. Maintain mock-up installation during construction as a standard for judging the completed work by protecting mock-up from weather and construction activities. When directed, demolish and remove the mock-up from the site. Mock-up shall not be used as part of any finished construction.

1.4 DELIVERY, STORAGE, AND HANDLING

Deliver products in original factory packaging, bearing listing and labeling identification of product, manufacturer and lot number. Handle and store products in location to prevent physical damage and soiling.

Ensure that UV protection is provided for material stored on site beyond 30 days.

1.5 FIELD/SITE CONDITIONS

Conform to ACI 305R and ACI 306R for hot and cold weather concreting requirements.

1.6 SUSTAINABLE DESIGN & ENVIRONMENTAL DATA REQUIREMENTS

1.6.1 Local/Regional Materials

Use materials or products extracted, harvested, or recovered, as well as manufactured, within a 100 mile radius from the project site, if available from a minimum of three sources. See LRL Section 01 33 29.00 06 SUSTAINABILITY REPORTING for cumulative total local material requirements. Insulating Concrete Forming materials may be locally available. Submit documentation indicating distance between manufacturing facility and the project site. Indicate distance of raw material origin from the project site. Indicate relative dollar value of local/regional materials to total dollar value of products included in project.

SECTION 03 11 19.00 06 Page 6

1.6.2 Environmental Data

Submit manufacturer's descriptive data. Documentation indicating percentage of post-industrial and post-consumer recycled content per unit of product. Indicate relative dollar value of recycled content products to total dollar value of products included in project.

1.6.3 Plastic Identification

Verify that plastic products to be incorporated into the project are labeled in accordance with ASTM D7611. Where products are not labeled, provide product data indicating polymeric information in the Operation and Maintenance Manual and in accordance with UFGS Section 01 78 23 OPERATION

AND MAINTENANCE DATA.

a. Type 1: Polyethylene Terephthalate (PET, PETE).

b. Type 2: High Density Polyethylene (HDPE).

c. Type 3: Vinyl (Polyvinyl Chloride or PVC).

d. Type 4: Low Density Polyethylene (LDPE).

e. Type 5: Polypropylene (PP).

f. Type 6: Polystyrene (PS).

g. Type 7: Other. Use of this code indicates that the package in question is made with a resin other than the six listed above, or is made of more than one resin listed above, and used in a multi-layer combination. Provide the package make up.

PART 2 PRODUCTS

2.1 SYSTEM DESCRIPTION

The ICF System shall include expanded polystyrene (EPS) concrete forming units used to construct a monolithic reinforced concrete wall. The forms shall remain in place, providing a concrete wall that shall be finished with conventional interior and exterior wall coverings. Form unit types and sizes shall be as determined by the ICF manufacturer to provide the walls indicated in the drawings. ICF Form Materials shall be provided in accordance with the manufacturer, other specifications herein, and the following:

2.1.1 ICF Wall System Design

Form capacity testing shall be provided by manufacturer or formwork shall be provided in accordance with the methodology of ACI 347 for anticipated loads, lateral pressures, and stresses, and capable of withstanding the pressures resulting from placement and vibration of concrete. Forms shall be capable of producing a surface which meets the requirements of the class of finish specified in UFGS Section 03 30 00 CAST-IN-PLACE

CONCRETE.

2.1.2 ICF Performance Requirements

The Insulating Concrete Forms (ICF) wall system shall provide minimum 8

SECTION 03 11 19.00 06 Page 7 inches forming cavity width. Provide cross ties in the ICF wall system at 8 in o.c. maximum. ICF system shall have fastening strips with 1 inch minimum flange width for the full vertical or horizontal span of the wall on each side to fasten exterior and interior wall finishes. Space fastening strips at a maximum of 8 inches on center. Wall system shall provide accurate positioning of concrete reinforcing bars within the form cavity conforming to ACI 318 . Material in contact with the ICF form must be compatible with the expanded polystyrene. Form materials shall not cause a thermal bridging effect.

2.1.3 ICF Design Criteria

ICF units shall provide a minimum rigid insulation R-value of R-22 as tested in accordance with Test Method ASTM C518/ ASTM C177. Required fire resistive-rated construction shown on the drawings of the ICF wall including forms, cross tie material, and concrete shall be in accordance with Test Methods ASTM E119.

The Insulating Concrete Forms System shall conform to the following requirements:

TABLE 1 - PROPERTIES

Properties ASTM Test Value

Density ASTM D1622 1.35 lbs/ft3

Thermal Resistance (R-Value)

ASTM C177 4.0 F.ft2.h/Btu per in (min)

Compressive Strength

ASTM D1621 15.0 psi

Flexural Strength ASTM C203 35.0 psi (min)

Flame Spread ASTM E84 25 maximum

Smoke Developed ASTM E84 450 maximum

2.2 ICF FORM MATERIALS

ICF Form Materials shall be as follows:

2.2.1 Expanded Polystyrene (EPS)

Expanded Polystyrene shall conform to ASTM C578. Provide Type II EPS panels. EPS shall provide maximum vapor permeation of 3.5 perm-in. EPS thickness on each side shall be as shown on the drawings. An alternate EPS thickness maybe used if approved, and the contractor shall be responsible for coordinating the alternate dimensions throughout the project.

2.2.2 Cross Ties and Fastening Strips

Cross ties shall be high density polypropylene or galvanized welded steel with minimum 11-gauge thick wire welded in multiple locations by the ICF

SECTION 03 11 19.00 06 Page 8 manufacturer. Each tie shall be further reinforced on both sides with a welded 1-inch wide minimum, 22-gauge galvanized steel attachment furring strip or stud, or equivalent high density polypropylene furring strip or stud, providing strength for the secure attachment of wall coverings. The furring strips or studs are recessed up to 1 1/2-inch below the surface of the EPS and are identified by lines on the forms. Furring strips or studs shall be spaced 8 inches on center, maximum. In the completed wall system, each attachment stud shall be rigidly anchored to the concrete by the galvanized welded steel tie or equivalent high density polypropylene tie.

2.3 ICF ACCESSORIES

2.3.1 Bracing, Scaffolding, and Wall Alignment

Provide information showing Insulating Concrete Forms Wall Alignment system shoring, and sequence of shoring to be used during ICF installation. Support ICF system prior to the attachment of permanent structural elements to protect the ICF components from damage during construction.

2.3.2 Door and Window Bucks

Use manufacturer's standard bucks to frame door and window openings without creating thermal bridging. Door and window frame construction shall not result in exposed bucks as indicated in the drawing details.

Provide an integral steel frame (ISF) buck system to serve as bracing ICF for openings that remains in place to receive steel doors, where shown on the drawings, after ICF wall construction is complete.

Contractor shall coordinate closely between design drawings, masonry sample wall required in UFGS Section 04 20 00, and shop drawings between the window/door manufacturers, the integral frame manufacturer, and the ICF shop drawings. All shop drawings shall reflect the intended detailing at the integral steel frames, indicating areas that differ from the design drawings.

ISF shall include thermal breaks to eliminate thermal bridging. ISF shall be designed by the ISF manufacturer to be poured-in-place with the ICF walls to perform as the framing assembly for steel doors and steel window frames. Integral frames for windows shall be compatible with the window assembly and the window assembly's load requirements for the window's connection into the integral frame.

2.3.3 Waterproofing

Waterproofing material for below grade application shall be compatible with EPS system and as specified in UFGS Section 07 13 53 ELASTOMERIC SHEET WATERPROOFING or shall be integral to the EPS material.

2.3.4 Fasteners

Fasteners of interior and exterior wall finishes to ICF wall system shall conform to ASTM D1761. Fasteners shall be corrosion-resistant and have sufficient length to penetrate the flanges of the fastening strips.

2.4 Concrete

Comply with UFGS Section 03 30 00 CAST-IN-PLACE CONCRETE.

SECTION 03 11 19.00 06 Page 9

2.4.1 Definition of Concrete Defect within ICF Wall System

Any locations where the following occurs is considered a defect and shall be repaired accordingly:

a) Reinforcing steel is visible:

Any location, no matter the volume/area of concrete defect, shall be repaired appropriately to protect the reinforcing steel.

b) Reinforcing steel is not visible:

1) Any void more than 2" deep shall be repaired according to the contractor's submitted and accepted repair plan.

2) Any void between 1" and 2" deep and larger than 3" in vertical or longitudinal direction along the wall shall be repaired according to the contractor's submitted and accepted repair plan.

3) Any void less than 1" deep AND less than 3" both vertically and longitudinally with no reinforcing steel exposed shall be noted as poor quality, but does not require repair.

PART 3 EXECUTION

3.1 EXAMINATION

Verify that footings and slabs are installed level and true to the structural design. Ensure dimensions and steel reinforcement are as indicated.

3.2 PREPARATION

Clean top of footings and slabs of all foreign substances, frost, ice, and standing or running water prior to starting installation of ICF system.

Use methods and materials approved by the ICF manufacturer.

3.3 INSTALLATION QUALITY CONTROL

General contractor and ICF installation company shall develop and implement an Installation Quality Control Plan (QCP) based on the ICF manufacturer's recommended means and methods. The quality control plan (QCP) shall provide an outline for monitoring the Pre-Installation and Post-Installation process to ensure the work is performed in accordance with the drawings and specifications. The quality control plan shall include the pre-pour inspection check list in Attachment A to inspect erected formwork, reinforcement placement, door and window opening construction/locations, steel embed placement, and alignment and bracing systems. The quality control plan shall also include the post pour inspection check list in Attachment B. The ICF installation company shall ensure that the cast-in-place concrete walls are level, plumb, square, and straight with all dimensions conforming to the drawings and within required tolerances. Notify the Contracting Officer in writing of defective forms within 7 working days of the date of ICF inspection.

Include the fully initialed and signed pre-pour and post pour checklists as part of the appropriate QC Daily Reports.

SECTION 03 11 19.00 06 Page 10

3.4 ICF INSTALLATION

The ICF Installation shall be in accordance with the ICF manufacturer's installation and technical manual. Provide bracing and shoring to ensure stability of formwork to prevent overstressing of ICF units due to construction loads in accordance with ACI 301 . Anchor formwork to supporting surfaces to prevent upward or lateral movement of the ICF units during concrete placement. Place sleeves, inserts, anchors, and embedded items required for adjoining work or for support of adjoining work before concrete placement. Align fastener strips to facilitate interior and exterior wall finishes including control joints required in the gypsum board in accordance with UFGS Section 09 29 00 GYPSUM BOARD. Install concrete reinforcement according to the structural drawings at all walls, lintels, beams, and around openings. Install window and door bucks at each location where an opening is required. Install metal starter track on the footing and affix to first ICF course to ensure that base of wall does not become misaligned during concrete placement. Install alignment bracing around the entire wall of the structure to ensure the ICF system is straight and plumb before and during concrete placement.

3.5 WALL PENETRATIONS

Service penetrations including electrical service conduits, water service pipes, air supply, and exhaust ducts shall be installed at the required locations as indicated in the drawings. Service penetrations exceeding 16 inches x 16 inches shall be reinforced. Prior to concrete placement, install service penetration sleeves (supplied by others) at designated locations to create voids where services can be passed through at later date.

3.6 CONCRETE PLACEMENT

Prior to concrete placement inside the EPS form units, the general contractor shall notify the contracting officer's representative (COR) when all of the EPS form units, reinforcing, alignment, bracing systems, embedded items, etc. are erected. The COR shall inspect erected work.

Any ICF surfaces that are out of plane by more than 1/4 inch shall be corrected to the satisfaction of the COR at no additional cost to the government. Deposit concrete in horizontal layers of depth to not exceed formwork design pressures. Discharge (drop) height for concrete placement, shall not exceed 4 feet with total placement height not exceeding 16 feet per placement or less as may be limited by the allowable formwork design pressures. As soon as the first concrete placement has cured adequately, the Contractor shall demonstrate that adequate consolidation can be achieved and segregation does not occur with an 8 foot discharge height. Demonstration shall be satisfied by a limited placement with an 8 foot discharge height, where the insulation is later removed in multiple locations including the base of the wall, to verify consolidation has been achieved and that segregation has not occurred.

Subsequent to acceptance by the Government's Quality Assurance personnel, the same methods shall be followed by the Contractor for further placements. Maximum discharge (drop) height may be reduced to 4 feet by the Government at any time due to unacceptable quality issues. If concrete cannot be placed in a continuous pour, provide construction joints as indicated. Consolidate placed concrete with mechanical vibrating equipment conforming to ACI 301 . The ICF surface shall be plane and plumb, with no deviation greater than 1/4 inch in any direction when tested with a 10 foot straightedge for both the inside face of the EPS form units and the outside face of the EPS form units OR shall not exceed

SECTION 03 11 19.00 06 Page 11 the tolerances specified in ACI 117 , whichever is more stringent.

3.7 CLEANING

Clean formed cavities, within ICF units, of debris and foreign matter prior to concrete placement. Clean up and properly dispose of all debris remaining on job site related to the installation of the ICF system, recycling materials as required.

3.8 PROTECTION

Provide temporary coverage of installation of ICF system to reduce exposure to ultraviolet light if insulation will be exposed longer than 60 days.

3.9 POST-INSTALLATION QUALITY CONTROL

The contractor shall include, as part of their Installation Quality Control Plan, an acceptable means of non-destructive (or repaired, destructive) survey of 5 percent of the wall system. Means and methods may include but are not limited to: removal/inspection/replacement of insulation, ground penetrating radar (GPR), X-ray, probe-testing (with a small diameter, sharp object marked with insulation thickness), or other DOR approved method. At least two methods shall be included in the plan (secondary for verification of the primary).

The locations of areas to be tested shall include: the bottom of placements at foundation level and when placed at cold joints on top of previous placements; around door, window, and other penetrations; in locations of higher amounts of reinforcement such as corners, T-intersections, below concentrated loads, etc.; where continuing QC inspection indicates types of locations to be problematic; and where might otherwise be directed by Government Quality Assurance personnel.

If defects are noted in any of these surveyed areas, the percentage of survey shall be increased to 20 percent of that wall placement. If additional defects are noted in the additional surveyed areas then 100% of the wall system shall be surveyed. All defects shall be repaired. See paragraph 2.4.1 in this section for the definition of a defect.

3.10 ACCEPTANCE PROVISIONS

3.10.1 Government Inspections

As areas of ICF installation are completed, the COR may perform minimally destructive probe testing around at least 5 percent of the openings, in areas of high rebar concentration, in suspect areas, and in randomly government-selected locations prior to installation of finishes.

3.10.2 Non-Compliance

Any areas determined as not acceptable as a result of the government quality assurance inspections or the contractor's quality control inspections, shall be investigated further by the Contractor at no additional cost to the government by insulation removal that exposes at least four inches of sound concrete (acceptable to the COR) beyond the area in question. The COR shall be present during this investigation.

SECTION 03 11 19.00 06 Page 12

3.10.3 Repair

All repairs shall be at no additional cost to the government. For concrete and reinforcement repair, see UFGS SECTION 03 30 00 CAST-IN-PLACE CONCRETE. For insulation repair, provide screeded spray foam of comparable R-value to the removed insulation, or other COR approved method.

SECTION 03 11 19.00 06 Page 13

ATTACHMENT A

ICF Pre Pour Checklist

The following checklist shall be initialed and signed/dated, in order, by the following:

ICF Installation Company (ICF Sub), Contractor's Quality Control System Manager (CQCSM), Special Inspector (per UFGS Section 01 45 35), USACE Representative.

Concrete pours shall not begin until each item is initialed AND each person has signed this checklist.

Checklist Item: ICF CQC Sp USACE Sub SM Insp Rep

a. Have ICF walls been installed according to drawing dimensions and verified field survey marks ____ ____ ____ ____

b. Has ICF alignment system and shoring been installed per accepted plan and manufactures recommendations ____ ____ ____ ____

c. Has wall rebar been installed per construction drawings and specifications in all locations? ____ ____ ____ ____

d. Has lintel reinforcement been installed per construction drawings and specifications? ____ ____ ____ ____

e. Are all openings installed and in correct location? ____ ____ ____ ____

f. Are all rough openings level, plumb and of correct dimensions per construction documents? ____ ____ ____ ____

g. Has proper anchorage for buck material been used? ____ ____ ____ ____

h. Have construction joint forms and reinforcement been installed per agreed details? ____ ____ ____ ____

i. Have all service penetration sleeves been installed? ____ ____ ____ ____

j. Have all T junctions, pilasters or columns been shored or braced adequately? ____ ____ ____ ____

k. Have all beam pockets, steel embeds or face plates been installed and locations verified? ____ ____ ____ ____

l. Have all string lines for wall line verification been installed around perimeter of building? ____ ____ ____ ____

m. Have walls been straightened? ____ ____ ____ ____

n. Have all corners and openings been verified for

SECTION 03 11 19.00 06 Page 14 level and plumbness? ____ ____ ____ ____

o. If applicable, has the Cold/Hot Weather Concreting Plan been accepted and followed? ____ ____ ____ ____

p. If no protection was provided, have measures been taken to remove all snow and ice from the forms? ____ ____ ____ ____

q. Confirm vibrators for internal concrete consolidation are correct size and length and are operational? ____ ____ ____ ____

r. Are there back up materials in case of blowout?

(i.e. blow-out kits and screw gun available) ____ ____ ____ ____

s. Ensure concrete ordered and delivered to site conforms to pre-approved mix design as specified. ____ ____ ____ ____

t. Has the quantity of concrete been properly calculated and checked against the build? ____ ____ ____ ____

u. Have concrete deliveries and interval timing for trucks been coordinated with concrete supplier? ____ ____ ____ ____

v. Ensure concrete pump operator reviews site condition prior to day of pour and concrete placement plan. ____ ____ ____ ____

w. Ensure concrete pump discharge line has been configured with proper reducers and flexible placement hose. ____ ____ ____ ____

x. Ensure ICF Subcontractor has appropriate number of personnel onsite to manage concrete placement and has assigned crew members to manage post placement wall alignment and plumb checks. ____ ____ ____ ____

ICF Installation Company Rep Date

Project CQCSM Date

Special Inspector Date

Government Representative Date

SECTION 03 11 19.00 06 Page 15

ATTACHMENT B

ICF Post Pour Checklist

The following checklist shall be initialed, in order, by the following.

ICF Installation Company (ICF Sub), Contractor's Quality Control System Manager (CQCSM), Special Inspector (per UFGS Section 01 45 35), USACE Representative.

Work covering or enclosing the ICF System on either side of the walls shall only occur after each item is initialed AND each person has signed this checklist.

Checklist Item: ICF CQC Sp USACE Sub SM Insp Rep

a. Have all walls been properly consolidated? ____ ____ ____ ____

b. Ensure properly consolidated at all beam pockets, steel embed or face plates. ____ ____ ____ ____

c. Ensure properly consolidated at locations of possible rebar congestions, i.e. lintels, pilasters, columns, etc. ____ ____ ____ ____

d. Check wall areas for possible voids by probe testing to depth gauge at possible rebar congestion locations. ____ ____ ____ ____

e. Have the walls been preliminarily straightened to plumb? ____ ____ ____ ____

f. For final pour, has the top of wall been screeded level? ____ ____ ____ ____

g. For wall continuing up, is all cold joint reinforcement in place with proper lap splice and top of concrete left rough? ____ ____ ____ ____

h. Ensure final fine adjustment of all walls been completed using installed string lines tape measure and laser level. _____ ____ ____ ____

i. Ensure all opening dimensions have been maintained, headers and sills are level and jambs are plumb. ____ ____ ____ ____

j. Ensure all wall areas are within planer tolerances. ____ ____ ____ ____

k. Confirm all structural embeds, face plates and beam pockets install correctly and location/ elevation verified by surveyor. ____ ____ ____ ____

l. Cold weather pouring – has top of wall been

SECTION 03 11 19.00 06 Page 16 protected from freezing i.e. Thermal blanket, etc. ____ ____ ____ ____

m. Has alignment system been cleaned of all excess concrete? ____ ____ ____ ____

n. Has all excess concrete been clear from job site area? ____ ____ ____ ____

ICF Installation Company Rep Date

Project CQCSM Date

Special Inspector Date

Government Representative Date

-- End of Section --

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SECTION 03 11 19.00 06 Page 18

SECTION 03 30 00

CAST-IN-PLACE CONCRETE

05/14

PART 1 GENERAL

1.1 REFERENCES

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

AMERICAN CONCRETE INSTITUTE INTERNATIONAL (ACI)

ACI 117 (2010; Errata 2011) Specifications for Tolerances for Concrete Construction and Materials and Commentary

ACI 121R (2008) Guide for Concrete Construction Quality Systems in Conformance with ISO

ACI 211.1 (1991; R 2009) Standard Practice for Selecting Proportions for Normal, Heavyweight and Mass Concrete

ACI 211.2 (1998; R 2004) Standard Practice for Selecting Proportions for Structural Lightweight Concrete

ACI 213R (2014; E2017) Guide for Structural Lightweight-Aggregate Concrete

ACI 301 (2016) Specifications for Structural Concrete

ACI 302.1R (2015) Guide for Concrete Floor and Slab Construction

ACI 304.2R (2017) Guide to Placing Concrete by Pumping Methods

ACI 304R (2000; R 2009) Guide for Measuring, Mixing, Transporting, and Placing Concrete

ACI 305R (2010) Guide to Hot Weather Concreting

ACI 306.1 (1990; R 2002) Standard Specification for Cold Weather Concreting

ACI 306R (2016) Guide to Cold Weather Concreting

ACI 308.1 (2011) Specification for Curing Concrete

ACI 318 (2014; Errata 1-2 2014; Errata 3-5 2015;

Errata 6 2016; Errata 7-9 2017) Building Code Requirements for Structural Concrete

SECTION 03 30 00 Page 1

(ACI 318-14) and Commentary (ACI 318R-14)

ACI 347R (2014; Errata 1 2017) Guide to Formwork for Concrete

ACI SP-15 (2011) Field Reference Manual: Standard Specifications for Structural Concrete ACI 301-05 with Selected ACI References

ACI SP-2 (2007; Abstract: 10th Edition) ACI Manual of Concrete Inspection

ACI SP-66 (2004) ACI Detailing Manual

AMERICAN HARDBOARD ASSOCIATION (AHA)

AHA A135.4 (1995; R 2004) Basic Hardboard

AMERICAN WELDING SOCIETY (AWS)

AWS D1.4/D1.4M (2011) Structural Welding Code - Reinforcing Steel

ASTM INTERNATIONAL (ASTM)

ASTM A1064/A1064M (2017) Standard Specification for Carbon-Steel Wire and Welded Wire Reinforcement, Plain and Deformed, for Concrete

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

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

ASTM A615/A615M (2016) Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement

ASTM A706/A706M (2016) Standard Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement

ASTM A767/A767M (2016) Standard Specification for Zinc-Coated (Galvanized) Steel Bars for Concrete Reinforcement

ASTM A780/A780M (2009; R 2015) Standard Practice for Repair of Damaged and Uncoated Areas of Hot-Dip Galvanized Coatings

ASTM A934/A934M (2016) Standard Specification for Epoxy-Coated Prefabricated Steel Reinforcing Bars

ASTM A955/A955M (2018) Standard Specification for Deformed and Plain Stainless-Steel Bars for

SECTION 03 30 00 Page 2

Concrete Reinforcement

ASTM A996/A996M (2016) Standard Specification for Rail-Steel and Axle-Steel Deformed Bars for Concrete Reinforcement

ASTM C1017/C1017M (2013; E 2015) Standard Specification for Chemical Admixtures for Use in Producing Flowing Concrete

ASTM C1077 (2017) Standard Practice for Agencies Testing Concrete and Concrete Aggregates for Use in Construction and Criteria for Testing Agency Evaluation

ASTM C1107/C1107M (2017) Standard Specification for Packaged Dry, Hydraulic-Cement Grout (Nonshrink)

ASTM C1116/C1116M (2010a; R 2015) Standard Specification for Fiber-Reinforced Concrete

ASTM C1157/C1157M (2017) Standard Performance Specification for Hydraulic Cement

ASTM C1218/C1218M (2017) Standard Test Method for Water-Soluble Chloride in Mortar and Concrete

ASTM C1240 (2014) Standard Specification for Silica Fume Used in Cementitious Mixtures

ASTM C1260 (2014) Standard Test Method for Potential Alkali Reactivity of Aggregates (Mortar-Bar Method)

ASTM C138/C138M (2017a) Standard Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete

ASTM C143/C143M (2015) Standard Test Method for Slump of Hydraulic-Cement Concrete

ASTM C150/C150M (2018) Standard Specification for Portland Cement

ASTM C1567 (2013) Standard Test Method for Potential Alkali-Silica Reactivity of Combinations of Cementitious Materials and Aggregate (Accelerated Mortar-Bar Method)

ASTM C1602/C1602M (2012) Standard Specification for Mixing Water Used in Production of Hydraulic Cement Concrete

ASTM C172/C172M (2017) Standard Practice for Sampling Freshly Mixed Concrete

ASTM C173/C173M (2016) Standard Test Method for Air Content of Freshly Mixed Concrete by the

SECTION 03 30 00 Page 3

Volumetric Method

ASTM C192/C192M (2016a) Standard Practice for Making and Curing Concrete Test Specimens in the Laboratory

ASTM C231/C231M (2017a) Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method

ASTM C260/C260M (2010a; R 2016) Standard Specification for Air-Entraining Admixtures for Concrete

ASTM C295/C295M (2012) Petrographic Examination of Aggregates for Concrete

ASTM C31/C31M (2018b) Standard Practice for Making and Curing Concrete Test Specimens in the Field

ASTM C311/C311M (2017) Standard Test Methods for Sampling and Testing Fly Ash or Natural Pozzolans for Use in Portland-Cement Concrete

ASTM C33/C33M (2018) Standard Specification for Concrete Aggregates

ASTM C330/C330M (2017a) Standard Specification for Lightweight Aggregates for Structural Concrete

ASTM C39/C39M (2018) Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens

ASTM C42/C42M (2018) Standard Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete

ASTM C494/C494M (2017) Standard Specification for Chemical Admixtures for Concrete

ASTM C552 (2017; E 2018) Standard Specification for Cellular Glass Thermal Insulation

ASTM C567/C567M (2014) Determining Density of Structural Lightweight Concrete

ASTM C578 (2018) Standard Specification for Rigid, Cellular Polystyrene Thermal Insulation

ASTM C591 (2017) Standard Specification for Unfaced Preformed Rigid Cellular Polyisocyanurate…