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1 InspectThis! Fall 2013 Supplement to CoatingsPro Magazine Fall 2013 Now, if all work meets the specification, hold point inspection will be adequate. However, this is seldom the case. With full-time inspection, the inspector is ob- serving the work at all times and could point out the noncompliance issues as they occur and prevent the need for much in the way of rework, thus saving the contractor and owner money. Full-time inspection provides other advantages as well, including frequent monitoring of environmental conditions, observing the mixing of the coatings, observing the blasting and application of the coatings, checking wet film thickness as the coatings are applied, and many others. Inspecting the work as it pro- gresses is always better, and more eco- nomical, than inspecting the work aſter each phase is completed. I realize this example is oversimpli- fied but it points out what could hap- pen, and often does, when only hold point inspection is specified. The cost of rework is always higher than the cost of inspection so the cost of full-time inspection will pay for itself many times over. ! IN THIS ISSUE... From the Chairman ........................................... 1 Winner of Course Giveaway Earns CIP Level 2 Certification and Selling Power .................................................. 2 It’s Not Just Paint—A Qualified Inspector Is Still Needed ................................................ 3 Get This! .................................................................. 7 NACE Coatings Course Schedule.............. 8 Coatings Resources .........................................10 Full-Time Inspection vs. Hold Point Inspection By Malcolm McNeil, CIP Committee Chair O ſten specifica- tions for coat- ings projects will call for hold point inspection rather than full-time inspection. e reason obviously is to cut the cost of inspec- tion. is could be because of inadequate funds in the budget or simply trying to save money on the project. e question is, does this method actually save money on a coatings project? Oſten it does not. Let’s compare full-time inspection and hold point inspection on a theoretical coating project. Assume that the specifi- cation calls for the exterior of a new carbon steel storage tank to be abrasive- blasted to NACE No. 3/SSPC-SP 6 “Com- mercial Blast Cleaning,” with a surface profile of 1.0 to 2.0 mils (25 to 51 µm), with a coating system consisting of one coat of inorganic ethyl silicate zinc rich primer (solvent borne) applied at 1.5 to 2.5 mils (38 to 64 µm) dry, followed by an intermediate coat of a polyamide ep- oxy applied at 4.0 to 6.0 mils (102 to 152 µm) dry, with a topcoat of polyurethane applied at 2.0 to 3.0 mils (76 µm) dry. Hold point inspection requires the inspector to be on site for his or her in- spection responsibilities at designated points during the surface preparation and coating application. e specifica- tion writer for the above theoretical project has designated the following hold points: before the blasting starts, aſter blasting and before the primer is applied, aſter the primer is applied and before the intermediate coat is applied, aſter the intermediate coat is applied and before the topcoat is applied, and aſter the top- coat is applied. Specified inspections to be performed consist of checking the surface for oil, grease, and other con- taminants before blasting commences; checking the degree of cleanliness and surface profile aſter blasting and before the primer is applied; checking the dry film thickness (DFT) of the primer before the intermediate coat is applied; check- ing the DFT of the primer and intermedi- ate coat together before the application of the topcoat; and checking the total DFT of the three coats aſter the topcoat is applied. is is a partial list of what we would like to see specified but for the sake of our example let’s use the above. Areas of concern with the above- specified hold points and inspections could be that the surface profile being achieved by the blast does not meet the specification. e coating inspector will not discover this until at least one day of blasting is completed. If the profile doesn’t meet the specification, the contractor will have to rework the area blasted and bring it into compliance with the specification before any primer can be applied. is will create extra cost for the contractor and will delay the progress of the coating schedule, which may increase the cost to the owner as well. e next specified hold point is aſter the primer is applied and before the interme- diate coat is applied. If the DFT of the primer does not meet the specification, the inspector will not discover this until at least one day of priming. e contractor will have to do rework on the area primed to bring it into compliance before the in- termediate coat can be applied. is will create extra cost for the contractor and put the project further behind schedule. e same concerns follow for each phase of the hold point inspection process.
16

Full-Time Inspection vs. Hold Point Inspection · hold point inspection will be adequate. However, this is seldom the case. With full-time inspection, the inspector is ob-serving

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Page 1: Full-Time Inspection vs. Hold Point Inspection · hold point inspection will be adequate. However, this is seldom the case. With full-time inspection, the inspector is ob-serving

1 InspectThis! Fall 2013

Supplement to CoatingsPro Magazine Fall 2013

Now, if all work meets the specification, hold point inspection will be adequate. However, this is seldom the case. With full-time inspection, the inspector is ob-serving the work at all times and could point out the noncompliance issues as they occur and prevent the need for much in the way of rework, thus saving the contractor and owner money.

Full-time inspection provides other advantages as well, including frequent monitoring of environmental conditions, observing the mixing of the coatings, observing the blasting and application of the coatings, checking wet film thickness as the coatings are applied, and many others. Inspecting the work as it pro-gresses is always better, and more eco-nomical, than inspecting the work after each phase is completed.

I realize this example is oversimpli-fied but it points out what could hap-pen, and often does, when only hold point inspection is specified. The cost of rework is always higher than the cost of inspection so the cost of full-time inspection will pay for itself many times over. !

IN THIS ISSUE...

From the Chairman ........................................... 1

Winner of Course Giveaway Earns CIP Level 2 Certification and Selling Power .................................................. 2

It’s Not Just Paint—A Qualified Inspector Is Still Needed ................................................ 3

Get This! .................................................................. 7

NACE Coatings Course Schedule.............. 8

Coatings Resources .........................................10

Full-Time Inspection vs. Hold Point InspectionBy Malcolm McNeil, CIP Committee Chair

Often specifica-tions for coat-ings projects

will call for hold point inspection rather than full-time inspection. The reason obviously is to cut the cost of inspec-

tion. This could be because of inadequate funds in the budget or simply trying to save money on the project. The question is, does this method actually save money on a coatings project? Often it does not.

Let’s compare full-time inspection and hold point inspection on a theoretical coating project. Assume that the specifi-cation calls for the exterior of a new carbon steel storage tank to be abrasive-blasted to NACE No. 3/SSPC-SP 6 “Com-mercial Blast Cleaning,” with a surface profile of 1.0 to 2.0 mils (25 to 51 µm), with a coating system consisting of one coat of inorganic ethyl silicate zinc rich primer (solvent borne) applied at 1.5 to 2.5 mils (38 to 64 µm) dry, followed by an intermediate coat of a polyamide ep-oxy applied at 4.0 to 6.0 mils (102 to 152 µm) dry, with a topcoat of polyurethane applied at 2.0 to 3.0 mils (76 µm) dry.

Hold point inspection requires the inspector to be on site for his or her in-spection responsibilities at designated points during the surface preparation and coating application. The specifica-tion writer for the above theoretical project has designated the following hold points: before the blasting starts, after blasting and before the primer is applied, after the primer is applied and before the intermediate coat is applied, after the intermediate coat is applied and before the topcoat is applied, and after the top-coat is applied. Specified inspections to

be performed consist of checking the surface for oil, grease, and other con-taminants before blasting commences; checking the degree of cleanliness and surface profile after blasting and before the primer is applied; checking the dry film thickness (DFT) of the primer before the intermediate coat is applied; check-ing the DFT of the primer and intermedi-ate coat together before the application of the topcoat; and checking the total DFT of the three coats after the topcoat is applied. This is a partial list of what we would like to see specified but for the sake of our example let’s use the above.

Areas of concern with the above-specified hold points and inspections could be that the surface profile being achieved by the blast does not meet the specification. The coating inspector will not discover this until at least one day of blasting is completed. If the profile doesn’t meet the specification, the contractor will have to rework the area blasted and bring it into compliance with the specification before any primer can be applied. This will create extra cost for the contractor and will delay the progress of the coating schedule, which may increase the cost to the owner as well.

The next specified hold point is after the primer is applied and before the interme-diate coat is applied. If the DFT of the primer does not meet the specification, the inspector will not discover this until at least one day of priming. The contractor will have to do rework on the area primed to bring it into compliance before the in-termediate coat can be applied. This will create extra cost for the contractor and put the project further behind schedule. The same concerns follow for each phase of the hold point inspection process.

Page 2: Full-Time Inspection vs. Hold Point Inspection · hold point inspection will be adequate. However, this is seldom the case. With full-time inspection, the inspector is ob-serving

2 InspectThis! Fall 2013

In Anchorage, Alaska, Danny Crow was feeling lucky as he sat down in class ready to begin the NACE Coating

Inspector Program (CIP) Level 2 course. He won a free seat in the course after submitting an entry into the InspectThis! CIP course giveaway drawing. Each is-sue a winner is drawn and awarded free

attendance to a CIP course, courtesy of NACE International.

“When I learned I won, my first reac-tion was, yes! I always read InspectThis!,” says Crow. “I thought, most people don’t think they’ll win, so I submitted it.”

Crow, a project manager for A to Z Construction in Eagle River, Alaska, says

he had set aside a budget to attend the CIP Level 2 course for next year. But winning it was better, and the prize came at the perfect time too.

“It looks like I have a project coming up later this year. The client was really want-ing a CIP Level 2. This became a win-win for me and my client.”

Before passing the course and earning his CIP Level 2 certification, Crow was certified to CIP Level 1 and CIP Level 1 with Bridge Specialty. “I know my steel, I know my concrete and my normal coatings. But the new information we were exposed to in Level 2 was great education.”

Crow says that having the certifica-tion adds value to his business. “NACE CIP Level 2 certification gives me more selling power. Getting NACE certifica-tion shows that we have integrity as a contractor. We’re not scared to have a standard. It shows that we’re serious about what we do.”

Another result of Crow’s attendance was the valuable networking contacts he made with others taking the course. “I sat next to a guy with 40 years in the industry. He’s coated some of the great bridges of the world. I got his number. If I need to contain a bridge, he’s my man.”

To enter the drawing to win a free CIP course, simply send an e-mail message to [email protected] and mention that you saw this article. To be eligible, you must have completed CIP Level 1 and your certification must be active. The free CIP course (Level 2 or Level 3—Peer Review) must be taken within one year of winning the drawing. !

Winner of Course Giveaway Earns CIP Level 2 Certification and Selling Power By Jessica Baris, NACE International Content Specialist

NACE Coating Inspector Danny Crow entered and won last issue’s drawing for a free CIP course.

Page 3: Full-Time Inspection vs. Hold Point Inspection · hold point inspection will be adequate. However, this is seldom the case. With full-time inspection, the inspector is ob-serving

Fall 2013 InspectThis! 3

There are many exper ienced coating inspectors and paint representatives who can relate

to the statement, “The newly painted equipment that just arrived needs significant paint repairs.” This is most common outside the construction site on packages supplied by “others.” There are numerous and complicated reasons for the previous statement.

Recently, I received a phone call from a severely agitated, experienced, and well-known paint representative in the industry. The conversation began some-thing like this: “How does your client expect us to provide a marine warranty for paint on this equipment when nobody at the client level watched the surface preparation and application? Have you seen the pictures?” My response was, “The client assigned a mechanical in-spector to watch the surface preparation and painting, and I am the one who sent you the pictures.”

I had begged the client early in the project to hire qualified, experienced, and certified coating inspectors, but I received the typical response from the project manager: “It’s just paint and any-body can inspect paint.” Again, I insisted on qualified, experienced, and certified coating inspectors. His second and final response was, “Our mechanical inspec-tor has been around paint before and we don’t have the money in the budget to hire an additional inspector.” I respond-ed that I hoped the client had plenty of money in the budget to repair the paint system upon arrival at the installation yard or offshore structure because the cost of a certified and experienced paint inspector is pennies compared to what one has to pay for repairs.

Case HistoryThis may sound absurd, but many of our readers have experienced the same sce-nario dozens of times with tremendous disgust at the wasted money and effort. On a recent project, I was asked to travel and meet the mechanical inspector on

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location to look at the finished paint job. We found visibly poor feathered edges, trash embedded within the coating, dry spray, visible runs and sags, the wrong color, the wrong paint system, the coating was not cured, no stripe coat was applied, partial kits were mixed or product was mixed incorrectly and in dirty containers

with the wrong solvent, rust was visible through the coating, and there were no available paint reports.

The list goes on to include excessive film build, holidays, mechanical damage, and much more. Figures 1 through 4 show examples of common coating failures.

This particular piece of equipment was

Page 4: Full-Time Inspection vs. Hold Point Inspection · hold point inspection will be adequate. However, this is seldom the case. With full-time inspection, the inspector is ob-serving

4 InspectThis! Fall 2013

paint at the vendor yard. The owner spent three times the amount of money to re-pair the job than it cost to paint it in the first place.

Notable PrecautionsHow much money was saved after the cost for the repairs was added up? Wouldn’t it have been less expensive if a qualified, experienced, and certified coating inspec-tor had been assigned to prevent rework? Inspectors who are assigned to roles to which they may not be qualified should ask for help or explain that they do not know enough about the technical aspects of surface preparation and coating before the work begins to ensure the perfor-mance of the coating system over the intended service life.

The Role of a Coating InspectorMany mechanical inspectors have been around painting for years and many coat-ing inspectors have been around welding and electrical work for years, but I have never experienced coating inspectors watching over welding or electrical work. Volts, amps, travel speed, welding con-sumables, position, root spacing, welding process, and joint preparation are crucial considerations for sound weldments. Likewise, dew point, relative humidity, surface temperature, air temperature,

scheduled for delivery in two days. The scenario was further complicated since the mechanical inspector called the in-spection coordinator and project man-ager and proceeded to communicate how picky the coating inspector was since the equipment didn’t need an “automobile finish.” The plant manager came down, the coating inspector walked him through all the issues, and he realized that the

inspector was “spot on” with regards to the findings. However, the equipment had to be delivered and there was no time to repair it before it left. Next, the mechani-cal inspector stated that he was not a coating inspector and that someone should have requested one sooner.

The equipment was shipped to the in-stallation yard on time since there was no more time in the schedule to correct the

Figure 1: This newly applied non-skid deck coating is detaching because of a lack of adhesion atop excessive dry spray.

Figure 2: This poorly feathered three-coat system following coating repairs from bolt tightening will lead to lifting, creep, and rusty flanges.

Figure 3: Poorly prepared surface for brushed zinc primer with visible holiday.

Page 5: Full-Time Inspection vs. Hold Point Inspection · hold point inspection will be adequate. However, this is seldom the case. With full-time inspection, the inspector is ob-serving

Fall 2013 InspectThis! 5

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depth of profile, abrasive type, degree of cleanliness, degree of blast, applicator technique, pot pressure, fan width, and air pressure are equally important consid-erations for a paint job.

A coating inspector with formal coat-ing training and certification knows how to properly take surface profile readings, calibrate dry film thickness (DFT) gauges, use DFT gauges, use wet film thickness gauges, discern the difference between degrees of abrasive blasting, and be famil-iar with such standards as SSPC-VIS 1, VIS 2, and PA 2. In addition, the inspector must know what proper feathering looks like, know when the air pressure is too high, know when the pot pressure is too high, know when to use low-voltage holiday detection as opposed to high-voltage holiday detection, know the dif-ferences in airless sprays vs. conventional spray, etc. Formal training, certification, and experience are required to inspect paint properly.

Industry needs to change the way bud-gets are established for inspections and realize the importance of utilizing qualified, experienced, and certified coating inspectors. Welding and paint-ing are very different crafts that require differing levels of expertise. Metals and equipment are only as good as the coat-ing protecting them. Metal never stops trying to return to its original state as an ore, and this process is accelerated under many conditions.

Page 6: Full-Time Inspection vs. Hold Point Inspection · hold point inspection will be adequate. However, this is seldom the case. With full-time inspection, the inspector is ob-serving

6 InspectThis! Fall 2013

The cost of corrosion in the United States in 2013 exceeded $1 trillion (6% of the GDP) so why do we continue to make poor decisions in the way we budget and inspect coatings?

On most large construction sites, ade-quate inspectors are provided for their respective crafts. At off-site vendor loca-tions, however, the inspection coverage may be marginal at best and rarely does one find inspectors for their respective crafts. Usually the mechanical inspector watches all of it. On most large projects, the equipment packages equal the cost of the structure at the construction site. In short, there is a lot of painting and it be-comes costly when the paint job is not performed according to the requirements of the client or paint manufacturer, lead-ing to failure.

Paint warranties from the paint manu-facturer come with most large projects but they do not include the application. I have heard management tell me many times, “It does not matter, we have a war-ranty from the paint manufacturer and someone else will bear the cost if it fails.” It is quite a surprise when a letter comes

later describing how the cost of the repairs will not be covered since the paint manu-facturer’s requirements for surface prepa-ration and application were not followed. Again, most paint warranties cover the paint materials only. It is in the best inter-est of the client to ensure that the manu-facturer’s recommendations for surface preparation and application are followed through the use of experienced, qualified, and certified coating inspectors. If the recommendations of the paint manufac-turer for surface preparation and applica-tion are not followed and properly docu-mented, it will be very hard, if not impossible, to prove the problem to be with the paint material.

ConclusionsIt can be very frustrating for a coating inspector to arrive on a location after the coating work has been completed and have to inform the project manager that the work is no good and must be repaired. It is equally frustrating to a mechanical inspector to be informed that this happened on his watch. Like-

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Figure 4: No anchor profile was provided on this valve body, causing the coating system to detach from the polished substrate.

The owner spent three times the amount of money to repair the job than it cost

to paint it in the first place.

Continued on page 7

Page 7: Full-Time Inspection vs. Hold Point Inspection · hold point inspection will be adequate. However, this is seldom the case. With full-time inspection, the inspector is ob-serving

Fall 2013 InspectThis! 7

Get This!

Jack McElveen of BLASTCO TX, a NACE-certified Coating Inspector, is the winner of this issue’s drawing

for a free Coating Inspector Program (CIP) course. Based in Bastrop, Texas, McElveen is currently certified to CIP Level 1.

How can you enter the drawing to win a free CIP course?Simply send an e-mail message to [email protected] and mention that you saw this article. To be eligible, you must have completed CIP Level 1 and your certification must be active. The free CIP course (Level 2 or Level 3—Peer Review) must be taken within one year of winning the drawing.

Please note that the drawing only applies to CIP courses and not other NACE course offerings. The prize is transferrable but may not be sold. If the prize is transferred, the recipient must meet the same criteria as the winner. !

wise, it can cause problems with the contractor since the company had an inspector present watching the work, qualified or not. Experienced, qualified, and certified welding inspectors know fabrication and experienced, qualified, and certified coating inspectors know paint. Stick with the experts in their respective fields and more times than not, the result will be quality work that makes your project “shine.”

It is up to the project manager to rec-ognize the expertise needed and the po-

tential problems that may occur without using qualified personnel. Finally, don’t blame the paint manufacturer; the manu-facturer supplies the paint and is there to provide technical support as requested. One cannot expect the product to per-form if no one ensures proper surface preparation and application through proper inspection coverage. The cost of inspection today is much cheaper than the cost of rework tomorrow. !

This article was originally published in the September 2013 issue of MP.

Continued from page 6

Page 8: Full-Time Inspection vs. Hold Point Inspection · hold point inspection will be adequate. However, this is seldom the case. With full-time inspection, the inspector is ob-serving

8 InspectThis! Fall 2013

CIP LEVEL 1Cape Canaveral, FL December 1-6, 2013Houston, TX December 1-6, 2013Shanghai, China December 1-6, 2013Mumbai, India December 2-7, 2013Dubai, U.A.E. December 8-13, 2013Houston, TX December 8-13, 2013Chennai, India December 9-14, 2013Houston, TX December 15-20, 2013Chennai, India December 16-21, 2013Houston, TX January 5-10, 2014Concordville, PA January 5-10, 2014Surrey, BC, Canada January 12-17, 2014Newington, NH January 12-17, 2014Houston, TX January 12-17, 2014Houston, TX January 19-24, 2014Houston, TX January 20-25, 2014Houston, TX January 26-31, 2014Harrogate, U.K. January 27-February 1, 2014Mumbai, India January 27-February 1, 2014Perth, WA, Australia February 3-8, 2014Houston, TX February 3-8, 2014Houston, TX February 9-14, 2014Mobile, AL February 9-14, 2014Manchester, U.K. February 10-15, 2014Vadodara, India February 10-15, 2014Dubai, UAE February 16-21, 2014Shanghai, China February 16-21, 2014Houston, TX February 16-21, 2014Kuala Lumpur, Malaysia February 17-22, 2014Houston, TX February 23-28, 2014Kansas City, MO February 23-28, 2014Baton Rouge, LA March 2-7, 2014Brisbane, Australia March 3-8, 2014Houston, TX March 3-8, 2014Houston, TX March 9-14, 2014Aberdeen, U.K. March 10-15, 2014Houston, TX March 16-21, 2014Melbourne, VIC, Australia March 17-22, 2014Newcastle-upon-Tyne, U.K. March 17-22, 2014Houston, TX March 23-28, 2014Newcastle-upon-Tyne, U.K. March 24-29, 2014Virginia Beach, VA March 30-April 4, 2014Albuquerque, NM March 30-April 4, 2014Cape Canaveral, FL March 30-April 4, 2014

Denver, CO March 30-April 4, 2014

Anaheim, CA March 30-April 4, 2014

Seattle, WA March 30-April 4, 2014

Houston, TX March 30-April 4, 2014

CIP EXAM COURSE 1Houston, TX December 1-3, 2013Houston, TX February 9-11, 2014CIP LEVEL 2Houston, TX December 1-6, 2013Melbourne, VIC, Australia December 2-7, 2013Shanghai, China December 8-13, 2013Houston, TX December 8-13, 2013

Cape Canaveral, FL December 8-13, 2013Mumbai, India December 9-14, 2013Dubai, U.A.E. December 14-19, 2013Fahaheel, Kuwait January 11-16, 2014Houston, TX January 12-17, 2014Concordville, PA January 12-17, 2014Red Deer, AB, Canada January 19-24, 2014Surrey, BC, Canada January 19-24, 2014Newington, NH January 19-24, 2014Newcastle-upon-Tyne, U.K. January 20-25, 2014Houston, TX February 3-8, 2014Mumbai, India February 3-8, 2014Perth, Australia February 10-15, 2014Houston, TX February 16-21, 2014Mobile, AL February 16-21, 2014Manchester, U.K. February 17-22, 2014Dubai, UAE February 22-27, 2014Shanghai, China February 23-28, 2014Kuala Lumpur, Malaysia February 24-March 1, 2014Baton Rouge, LA March 9-14, 2014Brisbane, QLD, Australia March 10-15, 2014Newcastle-upon-Tyne, U.K. March 17-22, 2014Kansas City, MO March 23-28, 2014Houston, TX March 23-28, 2014Melbourne, VIC, Australia March 24-29, 2014Newcastle-upon-Tyne, U.K. March 24-29, 2014CIP EXAM COURSE 2Houston, TX December 4-6, 2013Houston, TX February 12-14, 2014CIP ONE-DAY BRIDGE COURSEHouston, TX March 8, 2014CIP PEER REVIEWSingapore December 2-4, 2013Houston, TX December 13-15, 2013Cape Canaveral, FL December 13-15, 2013Concordville, PA January 17-19, 2014Houston, TX January 17-19, 2014Newington, NH January 24-26, 2014Surrey, BC, Canada January 24-26, 2014Red Deer, AB, Canada January 24-26, 2014Newcastle-upon-Tyne, U.K. January 26-28, 2014Mobile,AL February 21-23, 2014Houston, TX February 21-23, 2014Kuala Lumpur, Malaysia March 2-4, 2014Baton Rouge, LA March 14-16, 2014Kansas City, MO March 28-30, 2014Houston, TX March 28-30, 2014Newcastle-upon-Tyne, U.K. March 29-31, 2014COATINGS IN CONJUNCTION WITH CATHODIC PROTECTIONMaracaibo, Venezuela December 2-7, 2013Calgary, AB, Canada January 5-10, 2014Houston, TX February 23-28, 2014CORROSION CONTROL IN THE REFINING INDUSTRYDammam, Saudi Arabia December 1-5, 2013New Orleans, LA December 2-6, 2013Cairo, Egypt February 15-19, 2014San Antonio, TX March 3-7, 2014

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Page 9: Full-Time Inspection vs. Hold Point Inspection · hold point inspection will be adequate. However, this is seldom the case. With full-time inspection, the inspector is ob-serving

Fall 2013 InspectThis! 9

DESIGNING FOR CORROSION CONTROLNew Orleans, LA December 2-6, 2013Rio de Janeiro, Brazil December 2-6, 2013Dammam, Saudi Arabia December 8-12, 2013Abu Dhabi, U.A.E. December 15-19, 2013Dammam, Saudi Arabia February 15-19, 2014IN-LINE INSPECTIONHouston, TX February 24-28, 2014INTERNAL CORROSION FOR PIPELINES–BASICHouston, TX January 6-10, 2014Fahaheel, Kuwait January 26-30, 2014Dammam, Saudi Arabia February 22-26, 2014Cairo, Egypt March 1-5, 2014Houston, TX March 17-21, 2014INTERNAL CORROSION FOR PIPELINES–ADVANCEDHouston, TX January 13-17, 2014Houston, TX January 27-31, 2014Dammam, Saudi Arabia March 1-5, 2014Cairo, Egypt March 8-12, 2014Houston, TX March 24-28, 2014MARINE COATING TECHNOLOGYHouston, TX January 27-30, 2014Houston, TX March 10-13, 2014San Antonio, TX March 13-16, 2014NUCLEAR POWER PLANT TRAINING FOR COATING INSPECTORSHouston, TX January 20-24, 2014San Antonio, TX March 13-17, 2014

OFFSHORE CORROSION ASSESSMENT TRAINING (O-CAT)Guangzhou, China December 16-20, 2013Houston, TX March 24-28, 2014PCS 1 BASICNew Orleans, LA December 2-4, 2013Fahaheel, Kuwait December 7-9, 2013Houston, TX January 5-7, 2014San Bernardino, CA January 26-28, 2014Houston, TX March 30-April 1, 2014PCS 2 ADVANCEDNew Orleans, LA December 5-7, 2013Houston, TX January 8-10, 2014San Bernardino, CA January 29-31, 2014PCS 3 MANAGEMENTHouston, TX March 10-14, 2014PIPELINE COATING APPLICATOR TRAININGEdmonton, AB, Canada March 31-April 4, 2014PIPELINE CORROSION ASSESSMENT FIELD TECHNIQUES (P-CAFT)Houston, TX February 17-21, 2014PIPELINE CORROSION INTEGRITY MANAGEMENT (PCIM)Houston, TX December 15-19, 2013Fahaheel, Kuwait February 2-6, 2014SHIPBOARD CORROSION ASSESSMENT TRAINING (S-CAT)Virginia Beach, VA December 15-19, 2013Houston, TX February 3-7, 2014San Antonio, TX March 3-7, 2014

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Joint NACE/ASTM Standard

NACE Members: Download this standard for free at www.nace.org/nacestore!

NACE/ASTM G193-11a, “Standard Terminology and Acronyms Relating to Corrosion,” presents common corrosion terms, defined by industry experts from NACE International and ASTM.

The joint standard includes:

• Over 400 corrosion terms anddefinitions

• 200 defined acronyms

• Consistent definitions for related terms usedin NACE and ASTMstandards

List: $37NACE Member: $28 (for a printed copy of the standard)

Item # 21137

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Coatings Resources

NACE International Technical Committees Need You!• Help influence industry standards. • Exchange technical information. • Strengthen your leadership skills.

As a NACE International member, you can sign up online to join a committee—go to the NACE Committees section at www.nace.org to join an STG or TEG. Contact the chair of a TG to indicate interest in that type of committee.

Types of Committees• Specific Technology Groups (STGs) • Task Groups (TGs) • Technology Exchange Groups (TEGs)TECHNICAL COMMITTEES

Committee Description Scope/Assignment

STG 02 Coatings and Linings, Protective: Atmospheric Scope: Determine uses, application, and performance of coatings for atmo-spheric service. Atmospheric service denotes industrial and commercial equipment, architectural structures, and bridges.

TG 146 Coatings, Thermal-Spray Assignment: Review and revise joint standard NACE No. 12/AWS C2.23M/SSPC-CS 23.00, “Specification for the Application of Thermal Spray Coatings (Metalizing) of Aluminum, Zinc, and their Alloys and Composites for the Cor-rosion Protection of Steel.”

TG 148 Threaded Fasteners: Coatings for Protection of Threaded Fasteners Used with Structural Steel, Piping, and Equipment

Assignment: Revise NACE Publication 02107, “Coatings for Protection of Threaded Fasteners Used with Structural Steel, Piping, and Equipment.”

TEG 192X Coating Industry Problems Confronting Owners and Contractors

Assignment: To provide a format for handling problems and issues that affect the owner and contractor utilizing coatings. Problems and issues may include hazardous waste, volatile organic compounds, applicator training, federal and state regulations, and others that may develop.

TEG 255X Coatings, Thermal-Spray for Corrosion Protection Assignment: Exchange of information regarding thermal-spray coatings (TSCs)used for corrosion protection.

TG 260 Review of NACE Standard TM0304-2004 Assignment: Review and revise as necessary the test methods in NACE Stan-dard TM0304.

TEG 311X Threaded Fasteners: Coatings and Methods of Protection for Threaded Fasteners Used with Structural Steel, Piping, and Equipment

Assignment: Share information concerning, and discuss effective methods for, corrosion control of fasteners used with structural, piping, and equipment connections.

TG 312 Offshore Platform Coatings for Atmospheric and Splash Zone New Construction

Assignment: Review and revise as necessary the test methods in NACE Stan-dard TM0404.

TG 340 Offshore Coating Condition Assessment for Maintenance Planning

Assignment: Develop a standard practice addressing a standard method and grading system to assess the in-service condition of offshore coatings. Provide direction regarding the use of assessment data in managing maintenance painting programs. The documented process will serve as an aid in the plan-ning, budget, and execution of offshore maintenance programs.

TEG 346X Offshore Coatings: Laboratory Testing Criteria Assignment: Review and critique laboratory testing methods designed to predict performance in an offshore environment. Assess test variables and gather data needed to improve industry standard techniques.

TEG 399X Evaluation, Testing, and Specifying Coating Materials for Elevated Temperatures for Insulated and Uninsulated Service

Assignment: Exchange information, create a task group for state-of-the-art report, followed by formation of a task group to write a standard practice, and sponsor symposium.

TG 415 Review and Revise as Necessary NACE Standard RP0281-2004

Assignment: Review and revise if necessary NACE Standard RP0281-2004, “Method for Conducting Coating (Paint) Panel Evaluation Testing in Atmospheric Exposures.”

TG 422 Coatings for Elevated-Temperature Insulated or Noninsulated Exterior Service

Assignment: To write a state-of-the-art report.

TEG 424X Liquid-Applied Insulative Coatings for Atmospheric Service at 0 to 375 °F

Assignment: To discuss issues of spray-applied insulative coatings for elevated-temperature exterior surfaces.

TEG 428X Hot-Dip Galvanizing for Steel Corrosion Protection Assignment: To discuss and furnish technical information on the process of hot-dip galvanizing and its use as a corrosion protection system for steel fabrications as well as the inspection of hot-dip galvanized coatings with other corrosion protection systems.

TG 477 Test Methods for Determining True Insulation Value of Liquid Insulative Materials Applied on Steel Surfaces from 80 °F to 275 °F

Assignment: To write a standard to determine thermal conductivity of liquid applied insulative materials.

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Coatings Resources

STG 03 Coatings and Linings, Protective: Immersion and Buried Service

Scope: Determine effectiveness, performance criteria, and quality needs of immersion coatings and lining materials used in immersion service.

TG 009 Fiberglass-Reinforced Plastic Linings for Aboveground Storage Tank Floors

Assignment: To develop a standard practice for installing fiberglass-reinforced plastic linings within aboveground storage tanks.

TG 031 Pipeline Coating, Plant-Applied Fusion-Bonded Epoxy: Review of NACE Standard RP0394

Assignment: To update and revise NACE Standard RP0394-2002, “Application, Performance, and Quality Control of Plant-Applied, Fusion-Bonded Epoxy External Pipe Coating.”

TG 034 Pipeline Coatings, External: Gouge Test Assignment: To write a test method and criteria for evaluation of gouge resistance of a particular coating.

TG 037 Pipelines, Oilfield: Thermoplastic Liners Assignment: To review and revise NACE Standard RP0304-2004 as necessary.

TG 141 Coatings and Linings over Concrete for Chemical Immersion and Containment Service

Assignment: To update SP0892-2007 to incorporate current technologies and practices to successfully protect concrete.

TG 246 Thin-Film Organic Linings Applied to Process Vessels and Tankages

Assignment: Develop application technology for applying thin-film linings to prevent corrosion, hydrogen-induced cracking, or other corrosion deterioration by internal corrosion mechanisms.

TG 247 Reaffirm NACE Standard RP0105-2005 Assignment: To reaffirm NACE Standard RP0105-2005, “External Repair, Rehabilita-tion, and Weld Joints on Pipelines.”

TG 248 Coatings, Heat-Shrink Sleeves for External Repair, Rehabilitations, and Weld Joints on Pipelines

Assignment: To review and revise as needed NACE Standard RP0303-2003, “Field-Applied Heat-Shrinkable Sleeves for Pipelines: Application, Perfor-mance, and Quality Control.”

TG 249 Review and Revise as Necessary NACE Standard RP0402-2002

Assignment: Review and revise as necessary NACE Standard RP0402-2002, “Field-Applied Fusion-Bonded Epoxy (FBE) Pipe Coating Systems for Girth Weld Joints: Application, Performance, and Quality Control.”

TG 250 Coal-Tar Enamel Coatings for External Repair, Rehabilitations, and Weld Joints on Pipelines

Assignment: Review and revise/reaffirm as necessary NACE Standard RP0602-2002, “Field-Applied External Coal Tar Enamel Pipe Coating Systems: Applica-tion, Performance, and Quality Control.”

TG 263 Review of NACE Standard TM0104-2004 Assignment: Review and revise as necessary the test methods in NACE Stan-dard TM0104-2004.

TG 264 Offshore Exterior Submerged Coatings: Standard Test Methods

Assignment: Review and revise as necessary the test methods in NACE Stan-dard TM0204-2004.

TG 266 Coating and Lining Materials in Immersion Service: Review of NACE Standard TM0174

Assignment: Review and revise as necessary NACE Standard TM0174-2002, “Labo-ratory Methods for the Evaluation of Protective Coatings and Lining Materials in Immersion Service.”

TG 281 Coatings, Polyurethane for Field Repair, Rehabilitation, and Girth Weld Joints on Pipelines

Assignment: To develop a standard practice for a minimal specification for the field application, repair, and testing for a polyurethane coating to be used on the exterior of buried pipelines.

TG 296 Coating Systems, Wax, for Underground Piping Systems: Review of NACE Standard RP0375

Assignment: To review and revise as necessary NACE Standard RP0375, “Wax Coating Systems for Underground Piping Systems.”

TG 298 Review and Revise as Necessary NACE Standard RP0399-2004

Assignment: To review and revise as necessary NACE Standard RP0399-2004, “Plant-Applied External Coal Tar Enamel Pipe Coating Systems: Application, Performance, and Quality Control.”

TG 336 External Pipeline Coatings: Practices, Test Methods, and/or Test Methodologies for High-Operating-Temperature Pipelines, Immersion and Buried Service Only

Assignment: Develop a technical committee report that outlines state-of-the-art practices as described in the title.

TG 337 External Pipeline Coatings: Field Installation and Inspection Criteria for Maximum Performance

Assignment: Develop a standard practice that identifies common aspects of field installation pertaining to quality installation and long-term performance.

TEG 351X Coatings Under Insulation Material Testing Procedure Recommendations: Discussion

Assignment: Discussion of the development of a recommended test procedure for qualification of coatings used under insulation service.

TG 352 Coating Systems (External) for Pipeline Directional Drill Applications

Assignment: To develop a standard practice for minimum specifications for external coatings for use in directional drill service.

TG 353 External Pipeline Coatings: Multi-Layer Polyolefin Coating Systems

Assignment: Develop a standard to describe requirements for multi-layer polyolefin coating systems for pipelines.

Committee Description Scope/Assignment

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TEG 354X Pipeline Coatings: Underground Blistering Assignment: Discuss blistering of underground pipeline coatings, causes of blistering, and prevention methods.

TG 425 State of the Art in CUI Coating Systems Assignment: Describe available systems, performance, and industry-accepted criteria for coatings under insulation.

TEG 435X Effects of Bioethanols on Fused Silica Containment Vessels in Immersion and Phase Change Exposures

Assignment: To hold technical information exchanges (TIEs) on the effects of bioethanols, aromatic ethanols, and sulfurous emissions on fused silica containment vessels.

TG 470 Cathodic Disbondment Test for Coated Steel Structures Under Cathodic Protection

Assignment: To develop a standard test method to conduct the cathodic disbondment test.

TG 479 NACE Adoption of ISO 21809-3 Assignment: Review ISO 21809 with the goal to adopt or adopt with changes (amendments) to the standard and create a NACE/ISO, possibly modified, standard.

TG 490 Review and Adoption of API 5L2, “Recommended Practice for Internal Coating of Line Pipe for Non-Corrosive Gas Transportation Service”

Assignment: To review and modify (if and where necessary) API 5L2, “Recommended Practice for Internal Coating of Line Pipe for Non-Corrosive Gas Transmission Service,” with input from NACE user community. The standard will have a dual NACE/API number.

STG 04 Coatings and Linings, Protective: Surface Preparation Scope: Determine effectiveness, performance criteria, and quality needs of various methods of surface preparation for the application of coatings and linings.

TG 006 Blasting: Review of Joint Standards NACE 1-4/SSPC-SP 5, 10, 6, and 7, and NACE No. 8/SSPC-SP 14

Assignment: To review, revise, or reaffirm as necessary joint blasting standards NACE No. 1-4/SSPC-SP 5, 10, 6, 7: “White Metal Blast Cleaning,” “Near-White Metal Blast Cleaning,” “Commercial Blast Cleaning,” and “Brush-Off Blast Clean-ing,” and NACE No. 8/SSPC-SP 14, “Industrial Blast Cleaning.”

TG 323 Wet Abrasive Blast Cleaning Assignment: To review and update joint technical committee report NACE 6G198/SSPC-TR 2, “Wet Abrasive Blast Cleaning.”

TG 350 Surface Preparation by Wet Abrasive Blast Cleaning Assignment: Develop a standard for wet abrasive blast cleaning of steel surfaces that will complement the existing NACE/SSPC joint standards for dry abrasive blast cleaning.

TG 417 Review and Revise as Necessary Joint Surface Preparation Standard NACE No. 6/SSPC-SP 13

Assignment: Review and revise as necessary joint standard NACE No. 6/SSPC-SP 13, “Surface Preparation of Concrete,” to reflect current industry practices and to reflect proper reference to other industry publications.

TG 419 Review and Revise as Necessary NACE Standard RP0287-2002

Assignment: Review and revise as necessary RP0287-2002, “Field Measurement of Surface Profile of Abrasive Blast-Cleaned Steel Surfaces Using a Replica Tape,” and to include other methods of profile measurement now being widely used throughout the industry.

TEG 423X Nonvisible, Nonwater-Soluble Contaminants Affecting Corrosion Protection

Assignment: Discuss the effects of coating performance when applied over nonvisible, nonwater-soluble contaminants and their effects on coating performance.

TG 443 Field Testing for Soluble Salts: Commonly Used Methods

Assignment: Develop a technical committee report detailing commonly used soluble salts field test methods.

TEG 469X Surface Preparation Issues Assignment: To provide a forum to discuss various issues affecting surface preparation.

STG 43 Transportation, Land Scope: To promote the development of techniques to extend the life of land transportation equipment.

TG 061 Revision of NACE SP0592 (formerly RP0592), “Application of a Coating System to Interior Surfaces of New and Used Railway Tank Cars in Concentrated (90-98%) Sulfuric Acid Service”

Assignment: To update and revise NACE SP0592 (formerly RP0592), “Applica-tion of a Coating System to Interior Surfaces of New and Used Railway Tank Cars in Concentrated (90-98%) Sulfuric Acid Service.”

TG 063 Railcars: Corrosion Protection and Control Program Assignment: Develop guidelines for railcar lining requalification.

TEG 064X Railcar Surface Preparation Assignment: To keep abreast of industry changes and techniques and report findings annually.

TG 067 Review and Revise or Reaffirm NACE SP0302-2007 Assignment: To review and revise or reaffirm NACE SP0302-2007, “Selection and Application of a Coating System to Interior Surfaces of New and Used Rail Tank Cars in Molten Sulfur Service.”

Committee Description Scope/Assignment

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TG 271 Removal Procedures for Nonvisible Contaminants on Railcar Surfaces

Assignment: To prepare a technical committee report describing surface decontamination for railcars prior to coating application.

TEG 291X Land Transportation: Information Exchange on Corrosion and Coating-Related Issues

Assignment: Technical information exchange in conjunction with an STG meeting.

TG 332 Review and Revise or Reaffirm as Necessary NACE SP0386-2007

Assignment: To review and revise as necessary NACE SP0386-2007 (formerly RP0386), “Application of a Coating System to Interior Surfaces of Covered Steel Hopper Railcars in Plastic, Food, and Chemical Service.”

TG 333 Review and Revise or Reaffirm as Necessary NACE SP0295-2008

Assignment: To review and revise or reaffirm NACE SP0295-2008 (formerly RP0295), “Application of a Coating System to Interior Surfaces of New and Used Rail Tank Cars.”

TG 339 Railcars: Coating Application on Exterior Surfaces of Steel Railcars

Assignment: Review and revise as appropriate NACE Standard RP0692-2003, “Application of a Coating System to Exterior Surfaces of Steel Rail Cars.”

TG 366 Railcars: Corrosion Under Tank Car Insulation Assignment: Review and revise as appropriate NACE Publication 14C296 to ensure information is still relevant.

TG 378 Waterborne Coatings on Railcars Assignment: To prepare a state-of-the-art report on waterborne coatings on railcars.

TG 379 Surface Preparation by Encapsulated Blast Media for Repair of Existing Coatings on Railcars

Assignment: To prepare a state-of-the-art report on surface preparation by encapsulated blast media for repair of existing coatings on railcars.

TG 394 Guidelines for Qualifying Personnel as Abrasive Blasters and Coating and Lining Applicators in the Rail Industry

Assignment: To review and revise NACE Standard RP0495-2003.

TG 406 Review of NACE SP0398-2006 Assignment: Review and revise as necessary NACE SP0398-2006 (formerly RP0398), “Recommendations for Training and Qualifying Personnel as Railcar Coating and Lining Inspectors.”

TG 437 Maintenance Overcoating of Railcar Exteriors Assignment: To prepare a state-of-the-art report for the application of maintenance overcoating of railcar exteriors.

TG 444 Guidelines for Data Collection and Analysis of Railroad Tank Car Interior Coating/Lining Condition

Assignment: To produce a standard that provides guidelines for inspecting, rating, and documenting the condition of interior coatings and linings in railroad tank cars to comply with H-201.

TG 451 Corrosion-Resistant Non-Skid Surfaces for Railcar Exteriors

Assignment: Produce a standard that defines and addresses the essential properties and specifications for corrosion-resistant non-skid surfaces on railcar exteriors.

TG 456 Coating Thickness Measurement, Methods, and Recording—Specific to the Railcar Industry

Assignment: Prepare a state-of-the-art report outlining currently used procedures for dry film thickness measurement and recording for coatings on railcars.

STG 44 Marine Corrosion: Ships and Structures Scope: To study the corrosion mechanisms, causes, effects, and corrosion control remedies for ships, structures, and equipment exposed to marine environments and to disseminate information in the form of industry stan-dards and formal and informal technical information exchanges on the re-search, development, and performance of materials, coatings, and improved or innovative methods to mitigate problems related to marine corrosion.

TEG 181X Marine Vessel Corrosion Assignment: To study the causes, effects, and remedies of corrosion in various marine vessels.

TG 452 Testing of Coating Suitability, Anode Consumption, and Corrosion Evaluation with Use of BWT Systems

Assignment: To write a standard on evaluation of risk for damage to coatings, increased anode consumption, and corrosion in conjunction with the use of ballast water treatment (BWT) systems.

TG 461 Standard for Hull Roughness Measurements on Ship Hulls in Dry Dock

Assignment: To develop a standard on how to perform both in-docking hull roughness readings (before blasting and cleaning in dry dock) and before out-docking hull roughness readings.

TG 475 Standard for Underwater Evaluation of Degrees of Fouling

Assignment: To develop a pictorial standard to be used to evaluate the (1) extent, (2) location, and (3) type of fouling to ship hulls and propellers.

TG 476 Corrosion Protection of Offshore Wind Power Units Assignment: To write a standard practice that defines a life cycle of corrosion protection for offshore wind power structures.

Committee Description Scope/Assignment

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Coatings ResourcesSTANDARDS & REPORTS

Atmospheric Service

Standards Item Number

SP0108-2008 Corrosion Control of Offshore Structures by Protective Coatings 21126

RP0281-2004 Method for Conducting Coating (Paint) Panel Evaluation Testing in Atmospheric Exposures 21026

SP0297-2012 (formerly RP0297) Maintenance Painting of Electrical Substation Apparatus Including Flow Coating of Transformer Radiators

21081

NACE No. 12/AWS C2.23M/SSPC-CS 23.00

Specification for the Application of Thermal Spray Coatings (Metallizing) of Aluminum, Zinc, and Their Alloys and Composites for the Corrosion Protection of Steel (RP0203-2003)

21100

TM0304-2004 Offshore Platform Atmospheric and Splash Zone Maintenance Coating System Evaluation

21245

TM0404-2004 Offshore Platform Atmospheric and Splash Zone New Construction Coating System Evaluation 21246

Reports Item Number

NACE Publication 80200/SSPC-TR 4 Preparation of Protective Coating Specifications for Atmospheric Service 24209

NACE Publication 02103 Liquid-Applied Coatings for High-Temperature Atmospheric Service 24219

NACE Publication 02203/ICRI Technical Guideline 03741/SSPC-TR 5

Design, Installation, and Maintenance of Protective Polymer Flooring Systems for Concrete 24220

Immersion/Buried Service

Standards Item Number

SP0274-2011 (formerly RP0274) High-Voltage Electrical Inspection of Pipeline Coatings Prior to Installation 21010

RP0375-2006 Field-Applied Underground Wax Coating Systems for Underground Pipelines: Application, Performance, and Quality Control

21013

SP0185-2007 (formerly RP0185) Extruded Polyolefin Resin Coating Systems with Soft Adhesives for Underground or Submerged Pipe

21029

SP0111-2011 Coating Technical File in Accordance with the IMO Performance Standard for Protective Coatings 21153

SP0188-2006 (formerly RP0188) Discontinuity (Holiday) Testing of New Protective Coatings on Conductive Substrates 21038

SP0288-2011 (formerly RP0288) Inspection of Linings on Steel and Concrete 21039

SP0490-2007 (formerly RP0490) Holiday Detection of Fusion-Bonded Epoxy External Pipeline Coatings of 250 to 760 µm (10 to 30 mils)

21045

SP0892-2007 (formerly RP0892) Coatings and Linings over Concrete for Chemical Immersion and Containment Service 21060

RP0394-2002 Application, Performance, and Quality Control of Plant-Applied, Fusion-Bonded Epoxy External Pipe Coating

21064

SP0298-2007 (formerly RP0298) Sheet Rubber Linings for Abrasion and Corrosion Service 21085

RP0399-2004 Plant-Applied, External Coal Tar Enamel Pipe Coating Systems: Application, Performance, and Quality Control

21089

NACE No. 10/SSPC-PA 6 Fiberglass-Reinforced Plastic (FRP) Linings Applied to Bottoms of Carbon Steel Aboveground Storage Tanks (RP0202-2002)

21093

RP0402-2002 Field-Applied Fusion-Bonded Epoxy (FBE) Pipe Coating Systems for Girth Weld Joints: Application, Performance, and Quality Control

21096

RP0105-2005 Liquid-Epoxy Coatings for External Repair, Rehabilitation, and Weld Joints on Buried Steel Pipelines

21106

SP0181-2006 (formerly RP0181) Liquid-Applied Internal Protective Coatings for Oilfield Production Equipment 21025

RP0602-2002 Field-Applied Coal Tar Enamel Pipe Coating Systems: Application, Performance, and Quality Control

21098

NACE No. 11/SSPC-PA 8 Thin-Film Organic Linings Applied in New Carbon Steel Process Vessels (RP0103-2003) 21099

RP0303-2003 Field-Applied Heat-Shrinkable Sleeves for Pipelines: Application, Performance, and Quality Control

21101

RP0304-2004 Design, Installation, and Operation of Thermoplastic Liners for Oilfield Pipelines 21103

TM0174-2002 Laboratory Methods for the Evaluation of Protective Coatings and Lining Materials on Metallic Substrates in Immersion Service

21206

TM0102-2002 Measurement of Protective Coating Electrical Conductance on Underground Pipelines 21241

TM0104-2004 Offshore Platform Ballast Water Tank Coating System Evaluation 21243

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Coatings ResourcesTM0204-2004 Exterior Protective Coatings for Seawater Immersion Service 21244

SP0109-2009 Field Application of Bonded Tape Coatings for External Repair, Rehabilitation, and Weld Joints on Buried Metal Pipelines

21143

TM0109-2009 Aboveground Survey Techniques for the Evaluation of Underground Pipeline Coating Condition

21254

Surface Preparation

Standards Item Number

SP0178-2007 (formerly RP0178) Design, Fabrication, and Surface Finish Practices for Tanks and Vessels to be Lined for Immersion Service

21022

RP0287-2002 Field Measurement of Surface Profile of Abrasive Blast Cleaned Steel Surfaces Using a Replica Tape

21035

TM0105-2012 Test Procedures for Organic-Based Conductive Coating Anodes for Use on Concrete Structures 21247

NACE No. 1/SSPC-SP 5 White Metal Blast Cleaning (SP0494-2007) 21065

NACE No. 2/SSPC-SP 10 Near-White Metal Blast Cleaning (SP0594-2007) 21066

NACE No. 3/SSPC-SP 6 Commercial Blast Cleaning (SP0694-2007) 21067

NACE No. 4/SSPC-SP 7 Brush-Off Blast Cleaning (SP0794-2007) 21068

WJ-1: SP0212-2012 Joint Surface Preparation Standard Waterjet Cleaning of Metals—Clean to Bare Substrate (WJ-1)

21158

WJ-2: SP0312-2012 Joint Surface Preparation Standard Waterjet Cleaning of Metals—Very Thorough Cleaning (WJ-2)

21155

WJ-3: SP0412-2012 Joint Surface Preparation Standard Waterjet Cleaning of Metals—Thorough Cleaning (WJ-3) 21156

WJ-4: SP0512-2012 Joint Surface Preparation Standard Waterjet Cleaning of Metals—Light Cleaning (WJ-4) 21157

NACE No. 6/SSPC-SP 13 Surface Preparation of Concrete (RP0397-2003) 21082

NACE No. 8/SSPC-SP 14 Industrial Blast Cleaning (SP0299-2007) 21088

NACE No. 13/SSPC-ACS-1 Industrial Coating and Lining Application Specialist Qualification and Certification 21122

SP0508-2010 Methods of Validating Equivalence to ISO 8502-9 on Measurement of the Levels of Soluble Salts

21134

SP0213-2013 Definition of Set Soluble Salt Levels by Conductivity Measurements 21172

Reports Item Number

NACE Publication 6A192/SSPC-TR 3 Dehumidification and Temperature Control During Surface Preparation, Application, and Curing for Coatings/Linings of Steel Tanks, Vessels, and Other Enclosed Spaces

24083

NACE Publication 6G194/SSPC-TR 1 Thermal Precleaning 24183

NACE Publication 6G197/SSPC-TU 2 Design, Installation, and Maintenance of Coating Systems for Concrete Used in Secondary Containment

24193

NACE Publication 6G198/SSPC-TR 2 Wet Abrasive Blast Cleaning 24199

Land Transportation

Standards Item Number

SP0386-2007 (formerly RP0386) Application of a Coating System to Interior Surfaces of Covered Steel Hopper Rail Cars in Plastic, Food, and Chemical Service

21033

SP0592-2006 (formerly RP0592) Application of a Coating System to Interior Surfaces of New and Used Rail Tank Cars in Concentrated (90 to 98%) Sulfuric Acid Service

21057

RP0692-2003 Application of a Coating System to Exterior Surfaces of Steel Rail Cars 21058

SP0295-2008 (formerly RP0295) Application of a Coating System to Interior Surfaces of New and Used Rail Tank Cars 21070

RP0495-2003 Guidelines for Qualifying Personnel as Abrasive Blasters and Coating and Lining Applicators in the Rail Industries

21072

SP0398-2006 (formerly RP0398) Recommendations for Training and Qualifying Personnel as Railcar Coating and Lining Inspectors

21086

SP0302-2007 (formerly RP0302) Selection and Application of a Coating System to Interior Surfaces of New and Used Rail Tank Cars in Molten Sulfur Service

21095

Reports Item Number

NACE Publication 14C296 Protective Coatings for Mitigating Corrosion Under Insulation on Rail Tank Cars 24191

NACE Publication 6G198/SSPC-TR 2 Wet Abrasive Blast Cleaning 24199

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16 InspectThis! Fall 2013Introducing the 3-Year Warranty on the Model 10/20 Holiday Detector!Introducing the 3-Year Warranty on the Model 10/20 Holiday Detector!Introducing the 3-Year Warranty on the Model 10/20 Holiday Detector!