FSC-5610: Mineral Construction Materials, Bulk

Documents

• A-A-1272 – PLASTER, GYPSUM (SPACKLING COMPOUND) (NO S/S DOCUMENT)
• A-A-214 – ASPHALT ROOF COATING (BRUSHING AND SPRAYING CONSISTENCY) (S/S BY ASTM-D2823)
• A-A-215 – ASPHALT ROOF CEMENT
• A-A-59607 – Grout Material, Rapid Setting
• A-A-909 – CEMENT: KEENE S (S/S BY ASTM-C61/C61M)
• A-A-910 – ASPHALT CEMENT (VISCOSITY GRADES) (S/S BY ASTM-D3381)
• A-A-911 – ASPHALT CEMENT (PENETRATION GRADES) (S/S BY ASTM-D 946)
• A-A-912 – ROOFING COATING, ASPHALT-EMULSION (S/S BY ASTM-D1227)
• A-A-913 – ASPHALT, PETROLEUM (PRIMER, ROOFING AND WATERPROOFING) (S/S BY ASTM-D41)
• A-A-914 – CUTBACK ASPHALT, RAPID CURING (S/S BY ASTM-D2028)
• A-A-915 – CUTBACK ASPHALT, MEDIUM CURING (USE ASTM D 2027)
• A-A-916 – ASPHALT, ROOFING (HOT CEMENT, MOPPING COAT) (S/S BY ASTM-D312)
• ACI116 – CEMENT & CONCRETE TERMINOLOGY(NO S/S DOCUMENT)
• ACI201.1R – Guide for Conducting a Visual Inspection of Concrete in Service
• ACI201.2 – CONCRETE, DURABLE, GUIDE TO (NO S/S DOCUMENT)
• ACI201.2R – Durable Concrete—Guide - IN-LB Units and SI Units
• ACI207.1R – Concrete, Mass
• ACI207.2R – Report on Thermal and Volume Change Effects on Cracking of Mass Concrete
• ACI207.4R – Report on Cooling and Insulating Systems for Mass Concrete
• ACI210R – Concrete in Hydraulic Structures, Erosion of
• ACI211.1 – Selecting Proportions for Normal-Density and High‑Density Concrete—Guide - IN-LB Units and SI Units
• ACI211.2 – Selecting Proportions for Structural Lightweight Concrete, Standard Practice for
• ACI211.3 – CONCRETE, NO SLUMP, SELECTING PROPORTIONS FOR (NO S/S DOCUMENT)
• ACI213R – Concrete, Structural Lightweight Aggregate, Guide for
• ACI214 – CONCRETE, EVELUATION OF STRENGTH TEST RESULTS OF (NO S/S DOCUMENT)
• ACI221R – Aggregates, Normal Weight in Concrete, Guide for Use of
• ACI223 – Concrete, Mass
• ACI224R – Concrete Structures, Cracking in, Control of
• ACI244 – CONCRETE STRUCTURES, CRACKING IN, CONTROL OF (NO S/S DOCUMENT)
• ACI301 – Structural Concrete for Buildings
• ACI302.1R – Concrete floor and Slab Construction
• ACI303R – Architechtural Concrete Practice, Guide to Cast-in-Place
• ACI304.2R – Concrete, Placing by Pumping Methods
• ACI304.3R – Concrete, Heavyweight: Measuring, Mixing, Transporting, and Placing
• ACI304.4R – Conveyor, Belt, Placing Concrete with
• ACI304.5R – Concrete, Lightweight Batching, Mixing & Job Control of (No S/S Document)
• ACI304R – Concrete, Measuring, Mixing, Transporting and Placing
• ACI305R – Concreting Hot Weather
• ACI306.1 – Concreting, Cold Weather
• ACI306R – Concreting, Recommended Practice for Cold Weather
• ACI308 – CONCRETE, STANDARD PRACTICE FOR CURING (NO S/S DOCUMENT)
• ACI309R – Concrete, Standard Practice for Consolidation
• ACI311.4R – Concrete Inspection, Guide for
• ACI318-318R – Concrete Reinforced, Building Code Requirements for (See Notice of Withdrawal for Superseding Information)
• ACI336.2R – Footings and Mats, Combined, Suggested Analysis and Design Procedures for
• ACI346-346R – PIPE, CONCRETE, CAST-IN-PLACE NONREINFORCED, SPECIFICATION FOR, AND RECOMMANDATIONS FOR CAST-IN-PLACE NONREINFORCED CONCRETE PIPE (NO S/S DOCUMENT)
• ACI347R – Concrete, Guide to Formwork for (See Notice of Withdrawal for Superseding Information)
• ACI503R – Epoxy Compound with Concrete, Use of
• ACI506.1R – Shotcrete, Fiber Reinforced, State-of-the-Art Report on
• ACI506.2 – Shotcrete, Materials, Proportioning, and Application of
• ACI506.3R – Guide to Certification of Shotcrete Nosslemen (No S/S Document)
• ACI506R – Shotcrete, Guide to
• ACI515.1R – Concrete, a Guide to the Use of Waterproofing, Dampproofing, Protective and Decorative Barrier Systems for Concrete (No S/S Document)
• ACI517.2R – Concrete, Accelerated Curing of at Atmospheric Pressure - State of the Art (No S/S Document)
• ACI544.1R – Concrete Fiber Reinforced, State of the Art Report
• ACI544.2R – Concrete Fiber Reinforced, State of the Art Report
• ACI-SP15 – Structural Concrete for Buildings
• ACI-SP66 – ACI Detailing Manual ETAILING MANUAL
• ANSI-A108.10 – GROUT IN TILEWORK, STANDARD SPECIFICATION FOR INSTALLATION OF (NO S/S DOCUMENT)
• ANSI-A108.1A – CERAMIC TILE IN THE WET-SET METHOD, WITH PORTLAND CEMENT MORTAR, INSTALLATION OF (NO S/S DOCUMENT)
• ANSI-A108.1B – CERAMIC TILE ON A CURED PORTLAND CEMENT MORTAR SETTING BED WITH DRY-SET OR LATEX PORTLAND CEMENT MORTAR, INSTALLATION OF (NO S/S DOCUMENT)
• ANSI-A108.1C – CERAMIC TILE IN THE WET-SET METHOD WITH PORTLAND CEMENT MORTAR OR INSTALLATION OF CERAMIC TILE ON A CURED PORTLAND CEMENT MORTAR SETTING BED WITH DRY-SET OR LATEX PORTLAND CEMENT MORTAR, INSTALLATION OF, CONTRACTORS OPTION (NO S/S DOCUMENT)
• ANSI-A108.4 – CERAMIC TILE WITH ORGANIC ADHESIVES OF WATER CLEANABLE TILE SETTING EPOXY ADHESIVE, INSTALLATION OF (NO S/S DOCUMENT)
• ANSI-A108.5 – CERAMIC TILE WITH (DRY-SET PORTLAND CEMENT MORTAR OR LATEX-PORTLAND CEMENT MORTAR), INSTALLATION OF (NO S/S DOCUMENT)
• ANSI-A108.6 – CERAMIC TILE WITH CHEMICAL RESISTANT, WATER CLEANABLE TILE-SETTING AND GROUTING EPOXY, INSTALLATION OF (NO S/S DOCUMENT)
• ANSI-A118.1 – CEMENT MORTAR, DRY-SET PORTLAND, STANDARD SPECIFICATION FOR (NO S/S DOCUMENT)
• ANSI-A118.3 – CHEMICAL RESISTANT, WATER CLEANABLE TIEL SETTING AND GROUTING EPOXY AND WATER CLEANABLE TIEL SETTING EPOXY ADHESIVE (NO S/S DOCUMENT)
• ANSI-A118.4 – CEMENT MORTAR, LATEX-PORTLAND (NO S/S DOCUMENT)
• ANSI-A136.1 – Ceramic Tile, Standard for Organic Adhesives for Installation of (No S/S Document)
• ASTM-C1017-C1017M – Concrete, Flowing, Chemical Admixtures for use in Producing
• ASTM-C1018 – Fiber-Reinforced Concrete (Using Beam with Third-Point Loading), Flexural Toughness and First-Crack Strength of (No S/S Document)
• ASTM-C1019 – Grout, Sampling and Testing
• ASTM-C1064-C1064M – Concrete, Temperature of Freshly Mixed Hydraulic-Cement
• ASTM-C1077 – Agencies Testing Concrete and Concrete Aggregates for use in Construction and Criteria for Testing Agency Evaluation, Standard Practice for
• ASTM-C109-C109M – Cement Mortars, Compressive Strength of Hydraulic (using 2-In.) or (50-MM) Cube Specimens
• ASTM-C110 – Quicklime, Hydrated Lime, and Limestone, Physical Testing of
• ASTM-C1107 – Cement Grout (Nonshrink), Hydraulic-Packaged Dry (No S/S Document)
• ASTM-C1116 – Fiber-Reinforced Concrete and Shotcrete (No S/S Document)
• ASTM-C116 – Beams, Broken in Flexure, Compressive Strength of Concrete Using Portions of (No S/S document)
• ASTM-C117 – Materials Finer than 75-UM (No. 200) Sieve in Mineral Aggregates by Washing
• ASTM-C119 – Stone, Dimension, Standard Terminology Relating to
• ASTM-C120 – Slate, (Breaking Load, Modulus of Rupture, Modulus of Elasticity), Flexible Testing of (No S/S Document)
• ASTM-C121 – Slate, Water Absorption of (No S/S Document)
• ASTM-C123-C123M – Standard Test Method for Lightweight Particles in Aggregate
• ASTM-C127 – Density, Relative Density (Specific Gravity), and Absorption of Coarse Aggregate
• ASTM-C128 – Density, Relative Density (Specific Gravity), and Absorption of Fine Aggregate (No S/S Document)
• ASTM-C129 – Masonry Units, Concrete, Nonloadbearing
• 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 – Standards Test Method for Sieve Analysis of the Fine Coarse Aggregates
• ASTM-C138-C138M – Weight, Unit, Density, Yield, and Air Content (Gravimetric) of Concrete
• ASTM-C141 – Lime, Hydraulic Hydrated, for Structural Purposes (See Notice of Withdrawal for Superseding Information)
• ASTM-C142 – Clay Lumps and Friable Particles in Aggregates (See Notice of Withdrawal for Replacement Information)
• ASTM-C143-C143M – Concrete, Cement, Hydraulic, Slump of
• ASTM-C144 – Mortar, Masonry, Aggregate for
• ASTM-C150 – Cement, Portland (No S/S Document)
• ASTM-C156 – Water Retention by Liquid Membrane-Forming Curing Compounds for Concrete
• ASTM-C157-C157M – Mortar and Concrete, Hardened Hydraulic-Cement, Length Change of
• ASTM-C170 – DIMENSION STONE, COMPRESSIVE STRENGTH OF
• ASTM-C172 – Concrete, Sampling Freshly Mixed (See Withdrawal Notice for Replacement Information)
• ASTM-C173-C173M – Air Content of Freshly Mixed Concrete by the Volumetric Method