NPCA provides its member companies with access to a number of technical services, such as a toll-free “hotline” that allows members to ask technical questions from staff engineers about any stage of the manufacturing process.
NPCA has also proven itself a leader in the development of production and quality standards for precast products. The organization publishes the NPCA Quality Control Manual, Precast Concrete On-Site Wastewater Tanks Best Practices Manual and underwrites research such as development of design standards for large grease interceptors.
NPCA Technical Services department staff also provides representation at important industry meetings and events, and actively participates in such organizations as ASTM. Staff engineers also act as liaisons to board appointed committees and product committees.
The Plant Certification program managed by the Technical Services department has become widely recognized throughout North America and is required by some state agencies as a requisite for bidding on their projects.
Contact our Technical Team
The National Precast Concrete Association is the structure behind Precast Solutions. NPCA has proven itself a leader in the development of production and quality standards for precast products in addition to publishing manuals and underwriting research. NPCA Technical Services department staff also actively participates in such organizations as ASTM, ACI, ICC, and AASHTO.
NPCA is happy to provide the data and support that you need to incorporate the latest precast concrete products into your design. You can also contact NPCA Technical services directly either by submitting this form, or for more immediate needs, directly at (800) 366-7731. This will allow you to ask technical questions from staff engineers about any stage of the design or installation process.
Technical Resources
The following technical publications are available free of charge:
Please visit the Precast Products page to view Technical Resources for each product.
Technical Links
NPCA Technical Services staff maintain involvement in a number of other industry-related organizations, including:
Technote Sampler
Current TechNote topics include Vibration Techniques, Fiber Reinforced Concrete, Air-Entrainment, Rebar Welding Techniques, a series on the National Storm Water Program, and many, many more. NPCA members receive periodic copies of current TechNotes with mailings of the NPCA Update newsletter.
Past issues of TechNotes and TechBriefs are available as a collection in the NPCA TechFiles, available from The NPCA Shop.
Certifications
NPCA-certified plants are dedicated to manufacturing first-class precast and prestressed concrete products. Once certified, plants maintain their NPCA credentials by passing annual on-site, unannounced certification inspections by NPCA’s independent third party inspection agencies.
At no cost to the specifier, NPCA certification pre-qualifies manufacturers as those capable of superior workmanship. You save money because their products meet or exceed your expectations and specifications. You save time when you work with certified precast plants because their products arrive on the job site ready for installation. Material and labor costs are kept in check because quality control starts before the work order reaches the precast plant.
NPCA is dedicated to high quality standards in the manufacturing of precast concrete products. These documents are intended to help specifiers write proper specifications when precast concrete products will be used on a project. With its relatively low cost, extremely long product life, modularity and an environmentally friendly manufacturing process, precast concrete is the ideal material for many construction applications.
These specifications should be used only by qualified professionals capable of evaluating the significance and limitations of the specification and willing to accept responsibility for the application of its requirements to the products being considered. The Guide Specifications for Precast Concrete were developed by the NPCA Quality Assurance Committee and approved by the NPCA Board of Directors.
Box Culvert Specifications
| ASTM C 877 | Specification for External Sealing Bands for Concrete Pipe, Manholes and Precast Box Sections |
| ASTM C 990 | Specification for Joints for Concrete Pipe, Manholes, and Precast Box Sections Using Preformed Flexible Joint Sealants |
| ASTM C 1433 | Standard Specification for Precast Reinforced Concrete Monolithic Box Sections for Culverts, Storm Drains and Sewers |
| ASTM C 1504 | Standard Specification for Manufacture of Precast Reinforced Concrete Three-Sided Structures for Culverts, Storm Drains |
| ASTM C1504M | Standard Specification for Manufacture of Precast Reinforced Concrete Three-Sided Structures for Culverts, Storm Drains (Metric) |
| ASTM C1577 | Specification for Precast Reinforced Concrete Monolithic Box Sections For Culverts, Storm Drains, and Sewers Designed According to AASHTO LRFD |
| AASHTO M 198 | Joints for Concrete Pipe, Manholes, and Precast Box Sections Using Preformed Flexible Joint Sealants |
| AASHTO M 259 | Precast Reinforced Concrete Box Sections for Culverts, Storm Drains, and Sewers |
| AASHTO M 259M | Precast Reinforced Concrete Box Sections for Culverts, Storm Drains, and Sewers [Metric] |
| AASHTO M 273 | Precast Reinforced Concrete Box Sections for Culverts, Storm Drains, and Sewers with Less Than Two Feet of Cover Subjected to Highway Loadings |
| AASHTO M 273M | Precast Reinforced Concrete Box Sections for Culverts, Storm Drains, and Sewers with Less Than 0.6 m of Cover Subjected to Highway Loadings [Metric] |
Building Product Specifications
| International Building Code | |
| American Concrete Institute “Manual of Concrete Practice | |
| ACI 318 | Building Code Requirements For Structural Concrete |
| PCI MNL-116 | “Manual for Quality Control for Plants and Production of Structural Precast Concrete Products”, 4th edition |
| PCI MNL-135 | “Tolerance Manual for Precast and Prestressed Concrete Construction” |
| PCI MNL-130 | “Quality Control for GFRC” |
| PCI | “Precast Design Handbook, Precast and Prestressed Concrete” |
Manhole Specifications
| ASTM C 443 | Specification for Joints for Concrete Pipe and Manholes, Using Rubber Gaskets |
| ASTM C 478 | Specification for Precast Reinforced Concrete Manhole Sections |
| ASTM C 497 | Test Methods for Concrete Pipe, Manhole Sections, or Tile |
| ASTM C 877 | Specification for External Sealing Bands for Concrete Pipe, Manholes and Precast Box Sections |
| ASTM C 923 | Specification for Resilient Connectors Between Reinforced Concrete Manhole Structures, Pipes, and Laterals |
| ASTM C 990 | Specification for Joints for Concrete Pipe, Manholes, and Precast Box Sections Using Preformed Flexible Joint Sealants |
| ASTM C 1244 | Test Method for Concrete Sewer Manholes by the Negative Air Pressure (Vacuum) Test Prior to Backfill |
| AASHTO M 199M/M 199-05 | Precast Reinforced Concrete Manhole Sections |
| AASHTO T 280 | Concrete Pipe, Manhole Sections, or Tile |
| CSA A257.4 | Precast Reinforced Circular Concrete Manhole Sections, Catch Basins, and Fittings. |
| CSA A257.3 | Joints for Circular Concrete Sewer and Culvert Pipe, Manhole Sections , and Fittings using rubber Gaskets |
Precast Concrete Paving Slabs (PCPS) Specifications
| AASHTO-TIG | AASHTO Specifications and Drawings |
| AASHTO-PCPS |
PCPS AASHTO TIG Lead States Team |
On-site Wastewater Tank Specifications
| ASTM C 890 | Practice for Minimum Structural Design Loading for Monolithic or Sectional Precast Concrete Water and Wastewater Structures |
| ASTM C 1227 | Specification for Precast Concrete Septic Tanks |
| ASTM C913 | Specifications for Precast Concrete Water and Wastewater Structures |
| CSA B66 | Design, material, and manufacturing requirements for prefabricated septic tanks and sewage holding tanks |
| IAPMO/ANSI Z1000 | “Prefabricated Septic Tanks.” |
Pipe Specifications
| ASTM C 14 | Specification for Nonreinforced Concrete Sewer, Storm Drain, and Culvert Pipe |
| ASTM C14M | Specification for Nonreinforced Concrete Sewer, Storm Drain, and Culvert Pipe |
| ASTM C 76 | Specification for Reinforced Concrete Culvert, Storm Drain and Sewer Pipe |
| ASTM C76M | Specification for Reinforced Concrete Culvert, Storm Drain and Sewer Pipe (Metric) |
| ASTM C 361 | Specification for Reinforced Concrete Low-Head Pressure Pipe |
| ASTM C 443 | Specification for Joints for Concrete Pipe and Manholes, Using Rubber Gaskets |
| ASTM C433M | Specification for Joints for Concrete Pipe and Manholes, Using Rubber Gaskets (Metric) |
| ASTM C 497 | Test Methods for Concrete Pipe, Manhole Sections, or Tile |
| ASTM C 506 | Standard Specification for Reinforced Concrete Arch Culvert, Storm Drain, and Sewer Pipe |
| ASTM C 506M | Standard Specification for Reinforced Concrete Arch Culvert, Storm Drain, and Sewer Pipe (metric) |
| ASTM C 507 | Standard Specification for Reinforced Concrete Elliptical Culvert, Storm Drain, and Sewer Pipe |
| ASTM C 507M | Standard Specification for Reinforced Concrete Elliptical Culvert, Storm Drain, and Sewer Pipe (metric) |
| ASTM C 655 | Standard Specification for Reinforced Concrete D-Load Culvert, Storm Drain, and Sewer Pipe |
| ASTM C 655M | Standard Specification for Reinforced Concrete D-Load Culvert, Storm Drain, and Sewer Pipe (metric) |
| ASTM C 822 | Standard Terminology Relating to Concrete Pipe and Related Products |
| ASTM C 877 | Specification for External Sealing Bands for Concrete Pipe, Manholes and Precast Box Sections |
| ASTM C 923 | Specification for Resilient Connectors Between Reinforced Concrete Manhole Structures, Pipes, and Laterals |
| ASTM C 924 | Practice for Testing Concrete Pipe Sewer Lines by Low-Pressure Air Test Method |
| ASTM C 985 | Standard Specification for Nonreinforced Concrete Specified Strength Culvert, Storm Drain, and Sewer Pipe |
| ASTM C 990 | Specification for Joints for Concrete Pipe, Manholes, and Precast Box Sections Using Preformed Flexible Joint Sealants |
| ASTM C 1214 | Standard Test Method for Concrete Pipe Sewerlines by Negative Air Pressure (Vacuum) Test Method |
| ASTM C 1478 | Standard Specification for Storm Drain Resilient Connectors Between Reinforced Concrete Storm Sewer Structures, Pipes and Laterals |
| AASHTO M 86M/M 86 | Concrete Sewer, Storm Drain, and Culvert Pipe |
| AASHTO M 170 | Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe |
| AASHTO M 170M | Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe [Metric] |
| AASHTO M 175M/M 175 | Perforated Concrete Pipe |
| AASHTO M 176M/M176 | Porous Concrete Pipe |
| AASHTO M 178M/M 178 | Concrete Drain Tile |
| AASHTO M 198 | Joints for Concrete Pipe, Manholes, and Precast Box Sections Using Preformed Flexible Joint Sealants |
| AASHTO A 206M/M206 | Reinforced Concrete Arch Culvert, Storm Drain, and Sewer Pipe |
| AASHTO M 207M/M207 | Reinforced Concrete Elliptical Culvert, Storm Drain, and Sewer Pipe [Metric] |
| AASHTO M 242M/ M 242 | Reinforced Concrete D-Load Culvert, Storm Drain, and Sewer Pipe |
| AASHTO M 262 | Concrete Pipe and Related Products |
| AASHTO M 315 | Joints for Concrete Pipe and Manholes, Using Rubber Gaskets |
| AASHTO M 315M | Joints for Circular Concrete Sewer and Culvert Pipe, Using Rubber Gaskets [Metric] |
| AASHTO T 280 | Concrete Pipe, Manhole Sections, or Tile |
Soundwall Specifications
| AASHTO R 20 | Procedures for Measuring Highway Noise |
| FHWA Highway Noise Barrier Design Handbook | |
| AASHTO – Guide Specifications for Structural Design of Sound Barriers, includes 1992 Interim and 2002 Interim | |
Stormwater Management Specifications
| ASTM C 890 | Practice for Minimum Structural Design Loading for Monolithic or Sectional Precast Concrete Water and Wastewater Structures |
| ASTM C 913 | Specification for Precast Concrete Water and Wastewater Structures |
| ASTM C 1478 | Standard Specification for Storm Drain Resilient Connectors Between Reinforced Concrete Storm Sewer Structures, Pipes and Laterals |
Underground Utility Vault Specifications
| ASTM C 857 | Practice for Minimum Structural Design Loading for Underground Precast Concrete Utility Structures |
| ASTM C 858 | Specification for Underground Precast Concrete Utility Structures |
| ASTM C 891 | Practice for Installation of Underground Precast Concrete Utility Structures |
| ASTM C 1037 | Practice for Inspection of Underground Precast Concrete Utility Structure |
Technical FAQ’s
The following are the most frequently asked questions from the NPCA Technical Call line. If you have questions on the technical side of precasting, please contact NPCA at (800) 366-7731. Or send an e-mail to: technical@precast.org
Where can I find information on vacuum testing?
Where can I find information on vacuum testing?
ASTM C 1244, Test Method for Concrete Sewer Manholes by the Negative Air Pressure (Vacuum) Test Prior to backfill, is the only vacuum testing specification specific to precast concrete manholes. ASTM C 1227, Specification for Precast Concrete Septic Tanks, contains a section on testing which discusses vacuum testing procedures for precast concrete septic tanks.
NPCA publishes the Septic Tank Best Practices Manual, which details best practices for production of precast concrete septic tanks. Although the NPCA manual lists a more stringent vacuum test (4” Hg) than that defined by ASTM C 1227 (2” Hg), it is expected that ASTM will soon update their specification to reflect NPCA’s best practice.
How deep can a circular manhole be buried?
How deep can a circular manhole be buried?
You may have heard someone say that manholes can be buried to an infinite depth. However, studies have shown that circular manholes can be buried to any depth up to approximately 500 feet. With this flexibility many say that burial depth is infinite, but studies do not necessarily support such a claim.
Can I use rebar as a lifting loop?
Can I use rebar as a lifting loop?
Specifications that address the proper lifting of precast concrete products are available through The NPCA Shop and include:
- NPCA QC Manual, Section 2.3.1 (comments) states that reinforcing bars should not be used as lifting devices, but smooth bars as per ASTM A36 can be used.
- ANSI Standard A10.0-1983, Concrete and Masonry Work – Safety Requirements
- 29CFR1926.704, Requirements for Precast Concrete
- ASTM C 857, Standard Practice for Minimum Structural Design Loading for Underground Precast Concrete Utility Structures
- ASTM C 890, Standard Practice for Minimum Structiral Design Laoding for Monolithic or Sectional Precast Concrete Water and Wastewater Structures
- ASTM C 913, Standard Specification for Precast Concrete Water and Wastewater Structures
These specifications define safety factors for all lifting devices and loops. In general, the use of rebar as a lifting loop is not covered by any specification. The precaster is in a precarious situation when using rebar as a lifting loop because many believe they can use them since specifications do not specifically disapprove them. However, in the event of a failure that causes injury, the precaster can be liable since specifications also do not specifically approve them.
If you are investigating using rebar as a lifting loop, you should educate yourself as much as possible on the parameters of the bar that will affect the likelihood of failure. The Precaster’s Notebook, available through The NPCA Shop, devotes an entire chapter (chapter 4) to the art of lifting precast concrete products and is a good start.
I am considering starting up my own precast concrete plant. What should I do?
I am considering starting up my own precast concrete plant. What should I do?
The answer to this question is largely dependent on which products you wish to produce, what type of production process you choose and whether or not (and how soon, if so) you will likely expand to other product lines. It is highly recommended that you hire an independent consultant to help with plant layout, equipment selection and other issues. Your consultant will likely need to know:
- How much you are willing to invest
- Whether you wish you buy new or used equipment
- You preference for wet-cast or dry-cast production
- The various dimensions of any properties you are interested in purchasing or leasing
- What products you wish to produce (both now and in the future), etc.
You should plan on attending the next Production & Quality School to begin learning as much about precast concrete production as possible. You should also begin plans to attend the next The Precast Show to make contact with various equipment manufacturers and other suppliers who will become an invaluable resource to you as you build your company. Good Luck!
What is proper curing?
What is proper curing?
Curing is a very delicate part of producing precast concrete. However, the ability to cure properly and consistently at the plant offers a distinct advantage over cast-in-place concrete products, which must be cured at whatever ambient conditions exist on the day of pour.
Proper curing ensures that water is not allowed to escape the product. The amount of water in any given batch must be completely consumed by the chemical reaction between water and cement. If water is allowed to escape the product, it leaves unused cement in the mix that cannot hydrate and contribute to the concrete strength.
Leave the forms on as long as practical, since the formwork helps to maintain moisture. Once you strip the forms, however, it is important to maintain a warm, humid environment around the product (28-days is ideal). The use of a curing compound can help prevent moisture loss, but you can also mist the product. Always keep the product away from direct sunlight.
I am being asked for an MSDS for my precast concrete product. What do I do?
I am being asked for an MSDS for my precast concrete product. What do I do?
Since safety and health issues can arise if the hardened concrete is subjected to grinding, such as coring, it is a good idea to create one.
NPCA has published a TechNote on the subject. It includes a blank MSDS sheet for you to fill out as well as a sample copy for you to use as a guide. Back issues are available in the the NPCA Online Store.
How do I properly size a precast concrete grease interceptor?
How do I properly size a precast concrete grease interceptor?
This question is asked frequently because sizing criteria for grease interceptors, regardless of construction material, is inconsistent from one municipality to another. Many specifiers require sizing according to the Uniform Plumbing Code (Appendix H) sizing formula, but others do not.
Currently, the American Society of Testing and Materials (ASTM) is working on creating the first precast concrete grease interceptor specification in the country. Unfortunately, that means that the ASTM specification does not yet exist.
NPCA’s Water and Wastewater Product Section has created a discussion paper on grease interceptors which can answer this any many other grease interceptor questions. It surveys various cities throughout North America for their effluent limits and summarizes the results of various grease interceptor studies. Contact the NPCA Technical Services Department for more information at technical@precast.org.
What are the different types of cements? And how are they different?
What are the different types of cements? And how are they different?
Portland cement is produced by pulverizing clinker and contains the following basic components:
- C3S (Tricalcium silicate)
- C2S (Dicalcium silicate)
- C3A (Tricalcium Aluminate)
- C4AF (Tetracalcium aluminoferrite)
Varying quantities of these cement ingredients are used to produce different types of Portland cements. ASTM C 150 defines five basic cement types with the following properties:
- Type I Normal
- Type II Moderate Sulfate Resistance
- Type III High Early Strength
- Type IV Low Heat of Hydration
- Type V High Sulfate Resistance
Cement types I, II and III can contain air-entrainment (Type IA, IIA and IIIA) but air-entrained cement is not available everywhere. As a result, air entrainment is typically achieved with use of an admixture rather that with the use of air-entrained cement.
When some (or all) of the cement content in a concrete mix is substituted with pozzolans or slags, the result is a blended cement. ASTM C 595 recognizes the following five classes of blended cements:
- Type IS Portland blast-furnace slag cement
- Type IP (or Type P) Portland-pozzolan cement
- Type I(PM) Pozzolan-modified Portland cement
- Type S Slag Cement
- Type I(SM) Slag-modified Portland cement
Due to their special nature, blended cements require some study. You should visit the NPCA Online Store for the most updated version of ASTM C 595 for further information.
What is sustainability?
What is sustainability?
Sustainability is generally accepted as “development that meets the needs of the present without compromising the ability of future generations to meet their own needs.” (Brundtland Commission 1987) Precasters can become more sustainable by making both their products and manufacturing plants more environmentally friendly.
For more information please visit NPCA’s sustainability page.
What is LEED?
What is LEED?
According to the USGBC, LEED is a third-party certification program and the nationally accepted benchmark for the design, construction and operation of high-performance green buildings and neighborhoods. Developed by the U.S. Green Building Council in 2000 through a consensus-based process, LEED serves as a tool for buildings of all types and sizes. LEED certification offers third-party validation of a project’s green features and verifies that the building is operating exactly the way it was designed to.
For more information please visit NPCA’s sustainability page.
Can I save money and become more sustainable?
Can I save money and become more sustainable?
There are three common categories when money is involved in sustainability. Some sustainable initiatives can easily be achieved and will save you money. Some will cost you money up front but it will pay for itself over the span of a few years. Lastly, there are sustainable decisions which will never make you money but should be done simply because it’s the right thing to do.
NPCA has a series of real world sustainable case studies available for you to review.
What paperwork do I need to get the Contractor for LEED?
What paperwork do I need to get the Contractor for LEED?
Typically the paperwork involved will be involving your concrete’s materials components proximity to the jobsite and the quantity of recycled content of your product. NPCA has a LEED Reference Guide which outlines some of the LEED credits and precast’s contribution towards those credits. NPCA has a LEED Calculator online to help guide you through the process of completing the necessary paperwork.
For more information please visit NPCA’s sustainability page.
What LEED Credits does my precast product contribute towards?
What LEED Credits does my precast product contribute towards?
Each product will contribute to a different set of credits. NPCA will soon have a free downloadable set of product related LEED Reference guides (coming soon). If you have additional questions please contact Claude Goguen.
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