Position Statment #1: Hard Trowel Finish on Air-Entrained Concrete

Position Statment #2: Location of Rolled Welded-Wire Fabric in Concrete

Position Statment #3: Coatings that Affect Bond to Reinforcement

Position Statment #4: Trowel Marks on Concrete Floors

Position Statment #5: Specifications for Crack Repair

Position Statment #6: Division 3 versus Divison 9 Floor Flatness Tolerances

Position Statment #7: Birdbaths on Concrete Slabs

Position Statment #8: Bugholes in Formed Concrete

Position Statment #9: Slab Thickness Tolerances

Position Statment #10: Moisture-Sensitive Floor Coverings on Concrete Slabs

Position Statment #11: Appearance Requirements for Concrete Slabs

Position Statment #12: Responsibility for Buying Concrete

Position Statment #13: Use of ACI Committee Reports and Guides in Project Specifications

Position Statment #14: Anchor Bolt Tolerances

Position Statment #15: Setting Time Expectations for Hard-Trowel Finishing

Position Statment #16: Referee Test for Flexural Strength Acceptance

Position Statment #17: Free Fall of Concrete

Position Statment #18: Concrete Tolerance Coordination

Position Statment #19: Balcony Drainage

Position Statment #20: Testing Fresh Concrete at Point of Delivery

Position Statment #21: Contractor Value Engineering

Position Statment #22: Reverse Auction Bidding

Position Statment #23: Contraction Joints in Elevated Slabs

Position Statment #24: Tolerances for Suspended Concrete Slabs

Position Statment #25: Floor Finishing Specifications

Position Statment #26: Misuses of the Moisture-Vapor Emission Test

Position Statment #27: Formed Surface Requirements for Waterproofed Walls

Position Statment #28: Retarded Setting

Position Statment #29: Cracks in Slabs on Ground

Position Statment #30: Responsibility for Slab Curling

Position Statment #31: Acceptable Use of Calcium Chloride in Concrete

Position Statment #32: Concrete Discharge Time Requirements

Position Statment #33: Cracks in Structural Concrete

Position Statment #34: Who Pays for Additional Testing?

Position Statment #35: The Effect of Curling on Floor Flatness

Position Statment #36: The Effect of Deflection on Floor Flatness

Position Statment #37: Open-Graded Base Courses for Slabs-on-Ground

Position Statment #38: Topping Slabs over Prestressed Members

Position Statment #39: Concrete Floor Slabs on Cambered Structural Steel

Position Statment #40: Protection of Concrete Work

Position Statment #41: Limit on Requirements for Correcting Nonconforming Work

Position Statment #42: Proper Use of ACI Reference Specifications

Position Statment #43: Concrete Industry Tolerances for ADA/ABA Work

Specification for Tolerances for Concrete Construction and Materials (ACI 117-10) and Commentary

Guide for Tolerance Compatibility in Concrete Construction

Coordinating Tolerances

Movements That Affect Tolerance Measurements

Quantifying Concrete Resilience

Report on Service Life Prediction

Sustainable Advantages of Concrete Frame

Quantifying Concrete Resilience

A Cradle-to-Gate Life Cycle Assessment of Ready-Mixed Concrete Manufactured by NRMCA Members – Version 3

Resiliency and Concrete

Thermal Mass of Concrete

Assessment of Thermal Mass Property for Energy Efficiency and Thermal Comfort in Concrete Office Buildings

Tribco Structural Concrete BIM Model: 717 South Clark St.

Ceco Structural Concrete BIM Model: The Odeon at South Market

Ceco Structural Concrete BIM Model: Columbus ConRAC

Ceco Structural Concrete BIM Model: The Collective at Tucson

Ceco Structural Concrete BIM Model: Red River "The Quincy" Apartments

Ceco Structural Concrete BIM Model: Solera Apartments

Ceco Structural Concrete BIM Model: Spring Street - North Block

Ceco Structural Concrete BIM Model: TAMU Health Plaza - Life Tower

Ceco Structural Concrete BIM Model: The Fifth Garage

Ceco Structural Concrete BIM Model: The Link at Uptown

Solving Today’s Constructability Challenge, One Project at a Time

Professional's Guide to Managing the Design Phase of a Design-Build Project

Methods for Economical Concrete Construction

A Case Study: Constructability Economics – Why Constructability Is Important

Pan Construction Concrete Calculator

Exposing Pan Construction Can Be Your Purposeful Architectural Feature

Consider All Your Structural Options: Pan Slab Construction May Surprise You

Project Spotlight: Pennsylvania State Archives

Project Spotlight: AdventHealth South

Project Spotlight: The Link at Uptown

Project Spotlight: American Airlines Trinity Complex (Skyview 8)

Project Spotlight: Edinburg Regional Medical Center

Project Spotlight: 360 Rosemary

Benefits & Advantages of a CIP Parking Structure

CIP Concrete Benefits Parking Structure Projects

Design Tip: Beam and Girder Sizes

Design Tip: Joints, Pour Strips, Delay Strips

Design Tip: Post-Tensioning Considerations

Design Tip: Bumper-Crash Walls and Cables

Design Tip: Cantilever Slabs for Pour Strip Bays

Design Tip: Stairs & Elevators

Design Tip: End Bays

Design Tip: Prepare for Expansion

Design Tip: Form Finishes

Design Tip: Materials

Design Tip: Overall Concepts

Design Tip: Long-Span Garage Pour Schedules

Design Tip: Size Matters

Design Tip: Slopes and Drainage

Design Tip: Staged Girder Tensioning

Design Tip: Top-Surface Broom Finishes

Design Tip: Wide Bay Sizes

Low Carbon Footprint Concrete Solutions and Implementation

Embodied Carbon

New Priorities – Embodied Carbon in Concrete Construction

NRMCA Member Industry - Average EPD for Ready Mixed Concrete

Appendix D: NRMCA Member National and Regional LCA Benchmark (Industry Average) Report – Version 3

Ceco’s Safety: The Invaluable Asset

Take Safety to the Next Level with Ceco’s Perimeter Barriers

Best of Both Worlds: Ceco Offers National Strength and Local Connection