W912QR21R0054_Specs_Vol2-0002.pdf

Phase 2 SUBMITTAL Specifications Volume 2

Amendment 0002

BARRACKS BUILDING 5503

FULL FACILITY RENOVATION

DESIGN BUILD RFP

Joint Base McGuire-Dix-Lakehurst, New Jersey

Date:

08-18-2021

Solicitation Number:

W912QR21R0054

P2#: 473916

Prepared For:

US Army Corps of Engineers Louisville District

W912QR21R0054-0002

Building 5503, Barracks D/B FFR P2 #473916 Joint Base McGuire-Dix-Lakehurst, NJ W912QR21R0054

February 2020 Version TABLE OF CONTENTS 00 01 10.00 48 – Page 1

VOLUME 2

OUTLINE TECHNICAL SPECIFICATIONS

Refer to Section 01 02 00.00 48 Statement of Work, Part 1.6.2

AMENDMENT 0002

SECTION 00 01 10.00 48 TABLE OF CONTENTS

DIVISION 03 -CONCRETE

03 11 13.00 48 Structural Cast-In-Place Concrete Forming 03 11 19.00 48 Insulating Concrete Form (ICF) System 03 20 00.00 48 Concrete Reinforcement 03 23 00.00 48 Stressed Tendon Reinforcement 03 30 00.00 48 Cast -in-Place Concrete 03 45 00.00 48 Precast Architectural Concrete 03 45 33.00 48 Precast Structural Concrete

DIVISION 04 - MASONRY

04 20 00.00 48 Unit Masonry 04 71 00.00 48 Cast Stone

DIVISION 05 - METAL

05 12 00.00 48 Structural Steel 05 21 00.00 48 Steel Joist Framing 05 30 00.00 48 Steel Decks 05 40 00.00 48 Cold-Formed Metal Framing 05 50 00.00 48 Metal Fabrications

DIVISION 06 – WOOD, PLASTICS, AND COMPOSITES

06 10 00.00 48 Rough Carpentry 06 20 00.00 48 Finish Carpentry 06 61 16.00 48 Solid Surfacing Fabrication

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 11 00.00 48 Bituminous Dampproofing 07 19 00.00 48 Water Repellent Coating 07 21 00.00 48 Building Insulation 07 22 00.00 48 Roof and Deck Insulation 07 31 13.00 48 Fiber Glass Based Asphalt Shingle Roof System 07 41 14.00 48 Hydrostatic (Water Tight) Standing Seam Metal Roofing System (HS-SSMRS) 07 42 13.00 48 Metal Wall Panels 07 52 00.00 48 Modified Bituminous Roofing System 07 53 23.00 48 Ethylene Propylene Diene Monomer Roofing 07 54 19.00 48 Thermoplastic Membrane Roofing System 07 60 00.00 48 Flashing and Sheet Metal 07 84 00.00 48 Firestopping 07 90 00.00 48 Joint Sealers

DIVISION 08 - OPENINGS

08 11 13.00 48 Steel Doors and Frames 08 11 16.00 48 Aluminum Doors and Frames 08 14 00.00 48 Wood Doors 08 31 13.00 48 Access Doors and Frames 08 33 13.00 48 Metal Coiling Counter Doors

00 01 10.00 48 – Page 2

08 33 23.00 48 Overhead Rolling Doors 08 34 59.00 48 Vault Doors and Day Gates 08 44 00.00 48 Glazed Curtain Walls 08 45 23.00 48 Insulated Translucent Fiberglass Sandwich Panel 08 51 13.00 48 Aluminum Windows 08 70 00.00 48 Door Hardware 08 80 00.00 48 Glazing 08 90 00.00 48 Louvers and Vents

DIVISION 09 - FINISHES

09 29 00.00 48 Gypsum Board 09 30 00.00 48 Ceramic Tile 09 50 00.00 48 Acoustical Ceilings 09 65 00.00 48 Resilient Flooring 09 67 00.00 48 Fluid Applied Flooring 09 68 00.00 48 Carpeting 09 72 00.00 48 Wall Coverings 09 90 00.00 48 Paints and Coatings

DIVISION 10 - SPECIALTIES

10 00 10.00 48 Miscellaneous Specialties 10 10 00.00 48 Visual Display Boards 10 12 00.00 48 Recessed Display Cases 10 14 01.00 48 Exterior Signage 10 14 02.00 48 Interior Signage 10 21 13.00 48 Plastic Toilet Partitions 10 22 13.00 48 Wire Mesh Partitions 10 22 26.00 48 Operable Partitions 10 26 00.00 48 Wall and Corner Guards 10 28 00.00 48 Toilet Accessories 10 44 00.00 48 Fire Extinguishers Cabinets and Accessories 10 50 00.00 48 Metal Lockers 10 55 00.00 48 Postal Specialties 10 56 13.00 48 Storage Shelving 10 75 00.00 48 Flag Poles

DIVISION 11 - EQUIPMENT

11 13 00.00 48 Loading Dock Equipment 11 30 00.00 48 Residential Equipment 11 52 13.00 48 Projection Screens

DIVISION 12 - FURNISHINGS

12 20 00.00 48 Window Treatment 12 48 00.00 48 Rugs and Mats

DIVISION 13 – SPECIAL CONSTRUCTION

13 34 19.00 48 Pre-Engineered Structures

DIVISION 14 – Vertical Transportation

14 24 00.00 48 Hydraulic Elevators

00 01 10.00 48 – Page 3

DIVISION 21 – FIRE SUPPRESSION

21 13 13.00 48 Wet Pipe Sprinkler Systems, Fire Protection 21 21 03.00 48 Wet Chemical Extinguishment System 21 30 00.00 48 Fire Pumps

DIVISION 22 – PLUMBING

22 11 23.00 48 Plumbing Pumps 22 13 00.00 48 Sanitary, Waste, Vent, and Storm Specialties 22 15 00.00 48 General Service Compressed Air Equipment 22 34 00.00 48 Domestic Water Heaters 22 42 00.00 48 Plumbing Fixtures

DIVISION 23 – HEATING VENTILATING AND AIR CONDITIONING

23 05 29.00 48 Hangers and Supports 23 05 48.00 48 Vibration Isolation 23 05 53.00 48 Identification for HVAC Piping and Equipment 23 05 93.00 48 Testing, Adjusting, and Balancing 23 07 00.00 48 Mechanical Insulation 23 09 00.00 48 HVAC Instrumentation and Controls 23 21 13.00 48 Piping 23 21 14.00 48 Valves 23 21 23.00 48 Pumps 23 31 13.00 48 Metal Ductwork 23 33 00.00 48 Ductwork Accessories 23 34 00.00 48 Fans 23 35 16.00 48 Overhead Vehicle Tailpipe Exhaust Systems 23 36 00.00 48 Air Terminal Units 23 37 00.00 48 Air Outlets and Inlets 23 38 13.00 48 Range Hood 23 40 00.00 48 Air Cleaning Devices 23 51 00.00 48 Breeching and Stacks 23 52 00.00 48 Heating Boilers and Accessories 23 54 16.00 48 Direct-Fired Makeup Air Units 23 64 10.00 48 Packaged Air-Cooled Scroll Chillers 23 64 26.00 48 Packaged Air-Cooled Rotary Screw Chillers 23 73 00.00 48 Air Handling Units 23 81 26.00 48 Split System Air Conditioning Units 23 81 43.00 48 Air-To-Air Heat Pumps 23 82 00.00 48 Terminal Heating Units 23 82 19.00 48 Fan Coil Units 23 83 00.00 48 Radiant Floor Heating System 23 84 16.00 48 Dehumidifier Units

DIVISION 26 – ELECTRICAL

26 05 00.00 48 Common Work Results for Electrical 26 05 19.00 48 Low-Voltage Electrical Power Conductors and Cables 26 05 26.00 48 Grounding and Bonding for Electrical Systems 26 05 29.00 48 Hangers and Supports for Electrical Systems 26 05 33.00 48 Raceway and Boxes for Electrical Systems 26 05 53.00 48 Identification for Electrical Systems 26 06 00.00 48 Electrical Utility Services 26 08 00.00 48 Equipment Inspection and Testing 26 22 00.00 48 Low-Voltage Transformers 26 24 00.00 48 Switchboards, Panelboards, and Control Centers 26 27 13.00 48 Electricity Metering 26 27 26.00 48 Wiring Devices 26 28 16.00 48 Enclosed Switches and Circuit Breakers 26 29 00.00 48 Enclosed Controllers

00 01 10.00 48 – Page 4

26 41 13.00 48 Lightning Protection 26 51 00.00 48 Interior Lighting 26 56 00.00 48 Exterior Lighting 26 60 13.00 48 Low-Voltage Motors

DIVISION 27 – COMMUNICATIONS

27 51 16.00 48 Public Address System

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

28 20 01.00 48 Electronic Security System 28 31 76.00 48 Fire Alarm and Mass Notification Systems

DIVISION 31 - EARTHWORK

31 00 00.06 48 Earthwork 31 11 00.00 48 Clearing and Grubbing 31 31 16.13 48 Chemical Termite Control

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 01 19.00 48 Field Molded Sealants for Sealing Joints in Rigid Pavement 32 05 33.00 48 Landscaping 32 11 20.00 48 Base Course for Rigid and Subbases for Flexible Paving 32 12 16.00 48 Hot Mix Asphalt (HMA) for Roads 32 13 13.06 48 Portland Cement Concrete Pavement for Road and Site Facilities 32 17 23.00 48 Pavement Markings 32 32 23.00 48 Segmental Concrete Block Retaining Wall 32 84 24.00 48 Landscape Irrigation

DIVISION 33 – UTILITIES

33 11 00.00 48 Water Utility Distribution Piping 33 11 01.00 48 Advanced Water Meter Specification 33 30 00.00 48 Sanitary Sewerage 33 40 00.00 48 Storm Drainage Utilities 33 46 13.00 48 Foundation Drainage System 33 46 16.00 48 Sub-drainage Piping 33 51 15.00 48 Natural Gas / Liquid Petroleum Gas Distribution 33 51 16.00 48 Advanced Natural Gas Meter Specification 33 70 02.00 48 Electric Distribution System

DIVISION 41 – MATERIALS PROCESSING AND HANDLING EQUIPMENT

41 22 00.00 48 Hoists and Cranes

---END OF TABLE OF CONTENTS---

February 2020 version STRUCTURAL CAST-IN-PLACE CONCRETE FORMING 03 11 13.00 48 – Page 1

SECTION 03 11 13.00 48 STRUCTURAL CAST-IN-PLACE CONCRETE FORMING

References: 1. The publications referenced above (or below) establish minimum requirements for materials, systems and execution that may be specified in this Section.

ACI INTERNATIONAL (ACI)

ACI 117 Specifications for Tolerances for Concrete Construction and Materials and Commentary

ACI 301 Specifications for Structural Concrete ACI 347R Guide to Formwork for Concrete

AMERICAN HARDBOARD ASSOCIATION (AHA)

AHA A135.4 Basic Hardboard

AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM)

ASTM C578 Standard Specification for Rigid, Cellular Polystyrene Thermal Insulation

FOREST STEWARDSHIP COUNCIL (FSC)

FSC STD 01 001 Principles and Criteria for Forest Stewardship

NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY (NIST)

NIST PS 1 DOC Voluntary Product, Structural Plywood

General: 1. DESIGN REQUIREMENTS: The design, engineering, and construction of the formwork shall be the responsibility of the Contractor. Formwork shall be designed in accordance with methodology of ACI 347R for anticipated loads, lateral pressures, and stresses. Forms shall be capable of producing a surface which meets the requirements of the class of finish specified in the Construction Documents. Forms shall be capable of withstanding the pressures resulting from placement and vibration of concrete.

2. SUBMITTALS: The following shall be submitted to the Engineer of Record for approval in accordance with Section 01 33 00.00 48 SUBMITTAL PROCEDURES:

a. Shop drawings: Drawings showing details of formwork, including dimensions of fiber voids, joints, supports, studding and shoring, and sequence of form and shoring removal shall be submitted at least 30 days either before fabrication on site or before delivery of prefabricated forms. If reshoring is permitted, submit the method, including the location, order and time of erection and removal.

b. Product data: Design analysis and calculations for form design and methodology used in the design shall be submitted at least 30 days either before fabrication on site or before delivery of prefabricated forms.

c. Test reports: The Contractor shall submit field inspection reports for concrete forms and embedded items. If forms are to be removed in less than 24 hours on formwork not supporting the weight of concrete, the evaluation and results of the control cylinder tests shall be submitted to and approved before the forms are removed.

d. Certificates: Certificates attesting the fiber voids conform to the specified requirements.

3. STORAGE AND HANDLING: Form materials shall be stored above ground level in a dry location. Form materials shall be kept dry until installed and overlaid with concrete.

Products: 1. FORM MATERIALS

February 2020 version STRUCTURAL CAST-IN-PLACE CONCRETE FORMING 03 11 13.00 48 – Page 2

a. Forms for Class A and B surfaces shall be plywood panels conforming to PS-1, Grade B-B concrete form panels, Class I or II. Other form materials or liners may be used provided the smoothness and appearance of concrete produced will be equivalent to that produced by the plywood concrete form panels. Forms for round columns shall be the prefabricated seamless type. Forms for Class C and D surfaces shall be as accepted by the Engineer and/or Architect of record.

b. Retain-In-Place Metal Forms: Retain-in-place metal forms for concrete slabs and roofs shall be as specified in Section 05 30 00.00 48 STEEL DECK.

c. Pan-Form Units: Pan-form units for one-way or two-way concrete joist and slab construction shall be factory-fabricated units of the approximate section indicated. Units shall consist of stell or molded fiberglass concrete form pans. Closure units shall be furnished as required.

d. Form Ties: Form ties shall be factory-fabricated metal ties, shall be of the removable or internal disconnecting or snap-off type, and shall be of a design that will not permit form deflection and will not spall concrete upon removal. Solid backing shall be provided for each tie. Except where removable tie rods are used, ties shall not leave holes in the concrete surface less than 1/4 inch nor more than 1 inch deep and not more than 1 inch in diameter. Removable tie rods shall be not more than 1-1/2 inches in diameter. Plastic snap ties may be used in locations where the surface will not be exposed to view.

e. Form Releasing Agents: Form releasing agents shall be commercial formulations that will not bond with, stain or adversely affect concrete surfaces. Agents shall not impair subsequent treatment of concrete surfaces depending upon bond or adhesion nor impede the wetting of surfaces to be cured with water or curing compounds.

f. Fiber Voids: Fiber voids shall be the product of a reputable manufacturer regularly engaged in the commercial production of fiber voids. The voids shall be constructed of double faced, corrugated fiberboard. The corrugated fiberboard shall be fabricated of wet strength paper liners, impregnated with paraffin, and laminated with moisture resistant adhesive, and shall have a board strength of 275 psi. Voids which are impregnated with paraffin after construction, in lieu of being constructed with paraffin impregnated fiberboard, are acceptable. Voids shall be designed to support not less than 1000 psf. To prevent separation during concrete placement fiber voids shall be assembled with steel or plastic banding or by adequate stapling or gluing as recommended by the manufacturer. Fiber voids placed under concrete slabs and that are at least 8 inches in depth may be heavy duty "waffle box" type, constructed of paraffin impregnated corrugated fiberboard.

g. FIBER VOID RETAINERS:

1) 2.2.1 Polystyrene Rigid Insulation: Polystyrene rigid insulation shall conform to

ASTM C 578, Type V, VI, or VII, square edged. Size shall be 1-1/2 inches thick by 16 inches in height by 3 feet in length, unless otherwise indicated by the Engineer of Record.

2) 2.2.2 Precast Concrete: Precast concrete units shall have a compressive strength of not less than 2500 psi, reinforced with 6 inch by 6 inch by W1.4 WWF wire mesh, and 12 inches (height) by 3 feet (length) by 1-5/8 inches (thickness) in size unless otherwise indicated.

--- End of Section ---

February 2020 Version INSULATING CONCRETE FORM (ICF) SYSTEM 03 11 19.00 48 – Page 1

SECTION 03 11 19.00 48 INSULATING CONCRETE FORM (ICF) SYSTEM

Scope: 1. Insulating Concrete Form (ICF) System

References: 1. The publications referenced above (or below) establish minimum requirements for materials, systems and execution that may be specified in this Section.

ACI INTERNATIONAL (ACI)

ACI 117 Specifications for Tolerances for Concrete Construction and Materials and Commentary ACI 301 Specifications for Structural Concrete ACI 305R Guide to Hot Weather Concreting ACI 306.1 Standard Specification for Cold Weather Concreting ACI 318 Building Code Requirements for Structural Concrete and Commentary ACI 347 Guide to Formwork for Concrete

ASTM INTERNATIONAL (ASTM)

ASTM C177 Standard Test Method for Steady-State Heat Flux Measurements and Thermal Transmission Properties by Means of the Guarded-Hot-Plate Apparatus ASTM C203 Standard Test Method for Breaking Load and Flexural Properties of Block- Type Thermal Insulation ASTM C518 Standard Test Method for Steady-State Thermal Transmission Properties by Means of the Heat Flow Meter Apparatus ASTM C578 Standard Specification for Rigid, Cellular Polystyrene Thermal Insulation ASTM D1621 Compressive Properties of Rigid Cellular Plastics ASTM D1622 Apparent Density of Rigid Cellular Plastics ASTM D1761 Standard Test Methods for Mechanical Fasteners in Wood ASTM D7611 Standard Practice for Coding Plastic Manufactured Articles for Resin Identification ASTM E119 Standard Test Methods for Fire Tests of Building Construction and Materials ASTM E2634 Standard Specification for Flat Wall Insulating Concrete Form (ICF) Systems ASTM E84 Standard Test Method for Surface Burning Characteristics of Building Materials ASTM E90 Standard Test Method for Laboratory Measurement of Airborne Sound Transmission Loss of Building Partitions and Elements

INTERNATIONAL CODE COUNCIL (ICC)

Acceptance Criteria AC353: Stay-In-Place Foam Insulating Concrete (ICF) Systems for Solid Concrete Walls.

System Description:

1. 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.

Submittals: 1. Shop Drawings: 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

03 11 19.00 48 – Page 2 trades to show, penetrations, steel embeds, etc. Drawings shall indicate that all trades have verified interface of work with ICF walls.

2. Product Data

a. ICF Wall System Design; Design analysis and calculations for ICF design and methodology used in the design.

b. ICF Form Materials; Manufacturer's data including literature describing form materials and accessories.

3. Samples Mock-Up Installation of ICF

4. Test Reports ICC ES Evaluation Report

5. Certificates: ICF Form Materials Submit 3rd party agency certification stating that products supplied for the ICF System meet the requirements of ASTM E2634.

a. Qualification of ICF Manufacturer

b. Qualification of ICF Technical Advisor

c. Qualification of ICF Installation Company

d. Training Certificates for CQCSM & Superintendent

6. Manufacturer's Instructions: ICF Installation; Provide manufacturer's standard printed instructions for the installation of the ICF wall system.

7. Operation and Maintenance Data: Plastic Identification

Quality Control:

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.

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 and at minimum 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.

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 10,000gross 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.

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.

5. 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.

6. Special Inspector: The special inspector shall perform special inspections in accordance with

03 11 19.00 48 – Page 3

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

7. 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.

a 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.

8. 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 Section 04 20 00.00 48 Unit Masonry.] 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[ and integrated steel frame systems].

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.

Products:1. ICF Form Materials shall be provided in accordance with the manufacturer, other specifications herein, and the following:

a. 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 Section 03 30 00.00 48

CAST-IN-PLACE CONCRETE.

b. ICF Performance Requirements The Insulating Concrete Forms (ICF) wall system shall provide minimum [ 100 mm 4 inches] [ 150 mm 6 inches] [ 200 mm 8 inches] [ 250 mm 10 inches] [ 300 mm 12 inches] forming cavity width. Provide cross ties in the ICF wall system at 200 mm 8 in o.c. maximum. ICF system shall have fastening strips 25 mm 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 40616 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.

c. ICF Design Criteria ICF units shall provide a minimum rigid insulation R-value as specific in Section 01 02 00.00 48 STATEMENT OF WORK [The ICF with concrete installed shall have a minimum rating of Sound Transmission Class (STC) [50][___] sound attenuation performance as tested in accordance with Test Method ASTM E90.] [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.]

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

03 11 19.00 48 – Page 4

1) Density: ASTM D1622, 1.35 lb/ft3

2) Thermal Resistance (R-Value) ASTM C177, 4.0 F.ft2.h/Btu per in minimum

3) Compressive Strength: ASTM D1621, 15.0psi

4) Flexural Strength: ASTM C203, 35.0 psi (minimum)

5) Flame Spread: ASTM E84, 25 (maximum)

6) Smoke Developed: ASTM E84450 (maximum).

2. ICF Form Materials shall be as follows:

a. 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 may be used if approved, and the contractor shall be responsible for coordinating the alternate dimensions throughout the project.

b. 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 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.

3. ICF Accessories

a. 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.

b. Door and Window Bucks

1) [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.]

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

3) ICF shall include thermal breaks to eliminate thermal bridging. ICF shall be designed by the ICF manufacturer to be poured-in-place with the ICF walls to perform as the bucking assembly for aluminum doors and windows or 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. ]

c. Waterproofing: Waterproofing material for below grade application shall be compatible with EPS system or shall be integral to the EPS material.

d. 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.

e. Concrete: Comply with Section 03 30 00.00 48 CAST-IN-PLACE CONCRETE

03 11 19.00 48 – Page 5

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?

b. 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 level and plumbness?

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

03 11 19.00 48 – Page 6

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

03 11 19.00 48 – Page 7

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 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? ____ ____ ____ ____

03 11 19.00 48 – Page 8

ICF Installation Company Rep Date

Project CQCSM Date

Special Inspector Date

Government Representative Date

---End of Section---

February 2020 version CONCRETE REINFORCEMENT 03 20 00.00 48 – Page 1

SECTION 03 20 00.00 48 CONCRETE REINFORCEMENT

References:1. The publications referenced above (or below) establish minimum requirements for materials, ACI 117 Specifications for Tolerances for Concrete Construction and Materials and Commentary

ACI 318 Building Code Requirements for Structural Concrete and Commentary ACI 318M Metric Building Code Requirements for Structural Concrete and

Commentary ACI SP-66 ACI Detailing Manual

AMERICAN WELDING SOCIETY (AWS)

AWS D1.4/D1.4M Structural Welding Code – Reinforcing Steel

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

ASTM A53/A53M Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless

ASTM A184/A184M Fabricated Deformed Steel Bar Mats for Concrete Reinforcement ASTM A185/A185M Steel Welded Wire Reinforcement, Plain, for Concrete Reinforcement ASTM A496/A496M Steel Wire, Deformed, for Concrete ASTM A497/A497M Steel Welded Wire Reinforcement, Deformed, for Concrete ASTM A615/A615M Deformed and Plain Billet-Steel Bars for Concrete Reinforcement ASTM A675/A675M Steel Bars, Carbon, Hot-Wrought, Special Quality, Mechanical

Properties ASTM A706/A706M Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement ASTM A767/A767M Zinc-Coated (Galvanized) Steel Bars in Concrete Reinforcement ASTM A775/A775M Epoxy-Coated Steel Reinforcment Bars ASTM A780/A780M Standard Practice for Repair of Damaged and Uncoated Areas of Hot-

Dip Galvanized Coatings ASTM A820/A820M Standard Specification for Steel Fibers for Fiber-Reinforced Concrete ASTM A884/A884M Epoxy-Coated Steel Wire and Welded Wire Reinforcement ASTM C1116 Fiber-Reinforced Concrete

CONCRETE REINFORCING STEEL INSTITUTE (CRSI)

CRSI 10MSP Manual of Standard Practice CRSI RB4.1 Supports for Reinforcement Used in Concrete

General: 1. SUBMITTALS: The following shall be submitted to the Engineer of Record for approval in

a. Shop Drawings: Detail drawings showing reinforcing steel placement, schedules, sizes, grades, and splicing and bending details. Drawings shall show support details including types, sizes and spacing.

b. Certificates:

1) Reinforcing Steel; Certified copies of mill reports attesting that the reinforcing steel furnished contains no less than 25 percent recycled scrap steel and meets the requirements specified herein, prior to the installation of reinforcing steel.

February 2020 version CONCRETE REINFORCEMENT 03 20 00.00 48 – Page 2

2) Welder certificates, certifying welders employed on the Work, verifying AWS qualification within the previous 12 months.

2. WELDING: Welders shall be qualified in accordance with AWS D1.4/D1.4M. Qualification test shall be performed at the worksite and the Contractor shall notify the Contracting Officer 24 hours prior to conducting tests. Special welding procedures and welders qualified by others may be accepted as permitted by AWS D1.4.

3. DELIVERY AND STORAGE: Reinforcement and accessories shall be stored off the ground on platforms, skids, or other supports.

Products: 1. DOWELS: Round dowels shall conform to to ASTM A675/A675M, Grade 80. Steel pipe conforming to ASTM A53/A53M, Schedule 80, may be used as dowels provided the ends are closed with metal or plastic inserts or with mortar. Proprietary steel dowel systems may be used with the approval of the Structural Engineer of Record and acceptance of the Contracting Officer.

2. FABRICATED BAR MATS: Fabricated bar mats shall conform to ASTM A184/A184M.

3. REINFORCING STEEL: Reinforcing steel shall be deformed bars conforming to ASTM

A615/A615M or ASTM A706/A706M, grades and sizes as indicated. Cold drawn wire used for spiral reinforcement shall conform to ASTM A1064/A1064M. In highly corrosive environments or when directed by the Engineer, reinforcing steel shall conform to ASTM A767/A767M as appropriate.

4. WELDED WIRE FABRIC: Welded wire fabric shall conform to ASTM A185/A185M.. When directed by the EngineerEngineerfor special applications, welded wire fabric shall conform to ASTM A884/A884M. Welded wire fabric shall be transported and delivered in flat sheets.

5. WIRE TIES: Wire ties shall be 16 ga. or heavier black annealed steel wire.

6. SUPPORTS: Bar supports for formed surfaces shall be designed and fabricated in accordance with CRSI 10MSP and shall be steel or precast concrete blocks. Precast concrete blocks shall have wire ties and shall be not less than 4 inches square when supporting reinforcement on ground. Precast concrete block shall have compressive strength equal to that of the surrounding concrete. Where concrete formed surfaces will be exposed to weather or where surfaces are to be painted, steel supports within 1/2 inch of concrete surface shall be galvanized, plastic protected or of stainless steel. Concrete supports used in concrete exposed to view shall have the same color and texture as the finish surface. For slabs on grade, supports shall be precast concrete blocks, plastic coated steel fabricated with bearing plates, or specifically designed wire-fabric supports fabricated of plastic.

7. Welds: Weld reinforcement in accordance with AWS D1.4 and AWS D12.1. Welding shall be limited to A706 reinforcing only.

8. SYNTHETIC FIBER REINFORCEMENT: Synthetic fiber shall be polypropylene with a denier less than 100 and a nominal fiber length of 2 inches.

February 2020 version STRESSED TENDON REINFORCING 03 23 00.00 48 – Page 1

SECTION 03 23 00.00 48 STRESSED TENDON REINFORCING

References:1.The publications referenced above (or below) establish minimum requirements for materials, ACI 318 Building Code Requirements for Structural Concrete and Commentary

ACI 318M Metric Building Code Requirements for Structural Concrete and Commentary

ACI SP-66 ACI Detailing Manual

ASTM A416/A416M Standard Specification for Low-Relaxation, Seven-Wire for Prestressed Concrete

ASTM A421/A421M Standard Specification for Uncoated Stress-Relieved Steel Wire for Prestressed Concrete

ASTM A722/A722M Standard Specifications for Uncoated High-Strength Steel Bar for Prestressing Concrete

ASTM C109/C109M Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or (50-mm) Cube specimens)

POST-TENSIONING INSTITUTE (PTI)

PTI M10.3 Field Procedures Manual for Unbonded Single Strand Tendons PTI M50.3 Guide Specification for Grouted Post-Tensioning PTI M55.1 Specification for Grouting of Post-Tensioned Structures PTI-CRT-20 G1-1015 Manual for Certification of Plants Producing Unbonded Single Strand

Tendons

General: 1. SUBMITTALS: The following shall be submitted to the Engineer of Record for approval in

a. Shop Drawings; Installation drawings for tendons and accessories shall be submitted and approved prior to commencing the work.

b. Product Data

1) Materials Disposition Records; Records which identify the incorporation of approved materials into the work shall be submitted before completion of the contract.

c. Test Reports

1) Stressing Tendons and Accessories; Certified materials test reports shall be submitted for all required materials tests, note the specific standards followed in the performance of tests, show that materials comply with the applicable specifications, be submitted for each material shipment and be identified with specific lots prior to use of materials in the work.

2. DELIVERY, STORAGE AND HANDLING OF MATERIALS: Materials shall be suitably wrapped, packaged or covered at the factory to prevent being affected by dirt, water and rust. Materials shall be protected against abrasion or damage during shipment and handling. Materials stored at the site shall be placed above ground on elevated covered platforms.

Products: 1. MATERIALS: Stressing tendons and accessories shall conform to the requirements of ACI 318 except as specified.

February 2020 version STRESSED TENDON REINFORCING 03 23 00.00 48 – Page 2

a. Stressing Tendons: Stressing tendons shall be clean and free of loose rust, scale and pitting. Unbonded tendons shall be permanently protected from corrosion with an approved applied coating.

1) Seven-Wire Stress-Relieved Strand and Strand Assemblies: Seven-wire stress-relieved strand shall conform to ASTM A416/A416M.

2) High-Strength Steel Bars: High-strength steel bars shall conform to ASTM

A722/A722M, Type I or II, meeting all supplementary requirements.

3) Accessories:

i. Ducts: Provide tendon ducts of galvanized sheet steel or plastic, capable of transmitting forces from grout to the surrounding concrete, flexible enough to conform to the tendon profile and strong enough to maintain their shape without deforming, sagging, or collapsing during concrete placement and vibration. The inside diameter of the ducts must be large enough to provide an internal area at least two and a half times the gross area of multiple wire, bar or strand assemblies and must be at least 1/2-inch larger than the diameter of a single wire, bar or strand placed in the ducts. Design ducts for watertight connections with all fittings.

ii. Anchorage and couplers: Anchorages and couplers must be metal of proven corrosion resistance and compatible with the stressing tendons, capable of developing 95 percent of the actual breaking strength of the strands. Anchorages must be the button-head, wedge, nut and thread, grip nut, thread-bar, threaded plate or other approved type and must be provided with bearing plates bars, rings, bells or other positive-attaching anchor fittings. Provide couplers with housings long enough to permit the necessary movements and fittings which allow complete grouting of all components. Bar couplers must meet the requirements of ASTM A722/A722M and develop 100 percent of the minimum bar ultimate tensile strength.

iii. Grout: Grout for grouting post-tensioned tendons must be a Class C in accordance with PTI M55.1. The minimum 7-day compressive strength of 2-inch grout cubes, molded, cured and tested in accordance with ASTM C109/C109M must be 3000 psi.

2. TESTS, INSPECTIONS, AND VERIFICATIONS: The Contractor shall have required material tests performed by an approved laboratory to demonstrate that the materials are in conformance with the specifications. These tests shall be at the Contractor's expense.

February 2020 version CAST-IN-PLACE CONCRETE 03 30 00.00 48 – Page 1

SECTION 03 30 00.00 48 CAST-IN-PLACE CONCRETE

Scope: 1. Provide cast-in-place concrete for general building construction, including, without limitation:

a. Footings and foundations.

b. Slab on grade.

c. Concrete fill for metal floor and roof decks.

d. Base course for exterior paving.

e. Door frames at maintenance bays

f. Requirements (materials, mixes, finishes) apply to concrete work specified in other sections, such as sidewalk paving and fill for metal pan stair treads.

g. Concrete wall panels

References:1. The publications referenced above (or below) establish minimum requirements for materials, ACI 117 Specifications for Tolerances for Concrete Construction and Materials and Commentary

ACI 121R Guide for Concrete Construction Quality Systems in Conformance with ISO 9001

ACI 211.1 Standard Practice for Selecting Proportions for Normal, Heavyweight, and Mass Concrete

ACI 211.2 Standard Practice for Selecting Proportions for Structural Lightweight Concrete

ACI 213R Guide for Structural Lightweight Aggregate Concrete ACI 214R Evaluation of Strength Test Results of Concrete ACI 301 Specifications for Structural Concrete ACI 302.1R Guide for Concrete Floor and Slab Construction ACI 301M Metric Specifications for Structural Concrete ACI 304.2R Guide to Placing Concrete by Pumping Methods ACI 304R Guide for Measuring, Mixing, Transporting, and Placing Concrete ACI 305.1 Specifications for Hot Weather Concreting ACI 305R Guide to for Hot Weather Concreting ACI 306.1 Specifications for Cold Weather Concreting ACI 306R Guide to for Cold Weather Concreting ACI 308.1 Specification for Curing Concrete ACI 318 Building Code Requirements for Structural Concrete and

Commentary ACI 318M Building Code Requirements for Structural Concrete and

Commentary ACI SP-2 ACI Manual of Concrete Inspection ACI SP-15 Field Reference Manual: Standard Specifications for Structural

Concrete ACI 301 with Selected ACI References ACI/MCP-1 Manual of Concrete Practice Part 1: ACI 104-71R-97 to 223-98 ACI/MCP-2 Manual of Concrete Practice Part 2: ACI 224R-01 to ACI 313R-97 ACI/MCP-3 Manual of Concrete Practice Part 3: ACI 315-99 to ACI 343R-95 ACI/MCP-4 Manual of Concrete Practice Part 4: ACI 345R-05 to 355.2R-04

ASTM C1017/C1017M Standard Specification for Chemical Admixtures for Use in Producing Flowing Concrete

03 30 00.00 48 – Page 2

ASTM C1064/C1064M Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete

ASTM C1077/C1107M Standard Practice for Agencies Testing Concrete and Concrete Aggregates for Use in Construction and Criteria for Testing Agency Evaluation

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

ASTM C1116/C1116M Standard Specification for Fiber-Reinforced Concrete ASTM C1157/C1157M Standard Performance Specification for Hydraulic Cement ASTM C1240 Standard Specification for Silica Fume Used in Cementitious

Mixtures ASTM C1260 Standard Test Method for Potential Alkali Reactivity of Aggregates

(Mortar-Bar Method) ASTM C131/C131M Standard Test Method for Resistance to Degradation of Small-Size

Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine

ASTM C136/C136M Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates

ASTM C143/C143M Standard Test Method for Slump of Hydraulic-Cement Concrete ASTM C150/C150M Standard Specification for Portland Cement ASTM C156 Water Retention by Concrete Curing Materials ASTM C1567 Standard Test Method for Potential Alkali-Silica Reactivity of

Combinations of Cementitious Materials and Aggregate (Accelerated Mortar-Bar Method)

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

ASTM C171 Sheet Materials for Curing Concrete ASTM C172/C172M Standard Practice for Sampling Freshly Mixed Concrete ASTM C173/C173M Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method ASTM C1778 Standard Guide for Reducing the Risk of Deleterious Alkali-

Aggregate Reaction in Concrete ASTM C192/C192M Standard Practice for Making and Curing Concrete Test Specimens in the Laboratory ASTM C231/C231M Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method ASTM C260/C260M Standard Specification for Air-Entraining Admixtures for Concrete ASTM C309 Standard Specification for Liquid Membrane-Forming Compounds for

Curing Concrete ASTM C31/C31M Standard Practice for Making and Curing Concrete Test Specimens in the Field ASTM C311/C311M Standard Test Methods for Sampling and Testing Fly Ash or Natural

Pozzolans for Use in Portland-Cement Concrete ASTM C33/C33M Standard Specification for Concrete Aggregates ASTM C330/C330M Standard Specification for Lightweight Aggregates for Structural

Concrete ASTM C39/C39M Standard Test Method for Compressive Strength of Cylindrical

Concrete Specimens ASTM C42/C42M Standard Test Method for Obtaining and Testing Drilled Cores and

Sawed Beams of Concrete ASTM C494/C494M Standard Specification for Chemical Admixtures for Concrete ASTM C496/C496M Standard Test Method for Splitting Tensile Strength of Cylindrical

Concrete Specimens ASTM C552 Standard Specification for Cellular Glass Thermal Insulation

03 30 00.00 48 – Page 3

ASTM C567/C567M Determining Density of Structural Lightweight Concrete ASTM C578 Standard Specification for Rigid, Cellular Polystyrene Thermal

Insulation ASTM C591 Standard Specification for Unfaced Preformed Rigid Cellular

Polyisocyanurate Thermal Insulation ASTM C595/C595M Standard Specification for Blended Hydraulic Cements ASTM C618 Standard Specification for Coal Fly Ash and Raw or Calcined Natural

Pozzolan for Use in Concrete ASTM C685/C685M Standard Specification for Concrete Made by Volumetric Batching and Continuous Mixing ASTM C78/C78M Standard Test Method for Flexural Strength of Concrete (Using

Simple Beam with Third-Point Loading) ASTM C873/C873M Standard Test Method for Compressive Strength of Concrete

Cylinders Cast in Place in Cylindrical Molds ASTM C881/C881M Epoxy-Resin-Base Bonding Systems for Concrete ASTM C920 Elastomeric Joint Sealants ASTM C932 Surface-Applied Bonding Compounds for Exterior Plastering ASTM C937 Grout Fluidifier…