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UFGS Section 09 97 13.27 | Specification (Technical Standard) | Certification
UFGS Section 09 97 13.27
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************************************************************************** USACE / NAVFAC / AFCESA UFGS-09 97 13.27 (February 2010) -------------------------------Preparing Activity: NAVFAC Superseding UFGS-09 97 13.
27 (August 2009) UNIFIED FACILITIES GUIDE SPECIFICATIONS References are in agreement with UMRL dated July 2011 ************************************************************************** SECTION TABLE OF CONTENTS DIVISION 09 - FINISHES SECTION 09 97 13.27 EXTERIOR COATING OF STEEL STRUCTURES 02/10 PART 1 GENERAL
1.1 REFERENCES 1.2 DEFINITIONS 1.3 SUBMITTALS 1.4 QUALITY ASSURANCE 1.4.1 Contract Errors, Omissions, and Other Discrepancies 1.4.2 Corrective Action (CA) 1.4.2.1 Corrective Action Procedures 1.4.2.2 Implement Corrective Action 1.4.3 Coating Work Plan 1.4.4 Design Data 1.4.4.1 Containment System 1.4.5 Test Reports 1.4.5.1 Joint Sealant Qualification Test Reports 1.4.5.2 Coatings Qualification Test Reports 1.4.5.3 Metallic Abrasive Qualification Test Reports 1.4.5.4 Recycled Metallic Abrasive Field Test Reports (Daily and Weekly) 1.4.6 Qualifications 1.4.6.1 Qualifications of Certified Industrial Hygienist (CIH) 1.4.6.2 Qualifications of Certified Protective Coatings Specialist (PCS) 1.4.6.3 Qualifications of Coating Inspection Company 1.4.6.4 Qualifications of QC Specialist Coating Inspector 1.4.6.5 Qualifications Of Individuals Performing Abrasive Blasting 1.4.6.6 Qualifications of Testing Laboratory for Coatings 1.4.6.7 Qualifications of Testing Laboratory for Abrasive 1.4.6.8 Qualifications of Coating Contractors 1.4.6.9 Joint Sealant Materials 1.4.6.10 Coating Materials 1.4.6.11 Coating System Component Compatibility 1.4.6.12 Non-metallic Abrasive 1.4.6.13 Metallic Abrasive 1.4.7 Protective Coating Specialist (PCS) 1.4.8 Pre-Application Meeting SECTION 09 97 13.27 Page 1
1.5 PRODUCT DATA 1.5.1 Joint Sealant Instructions 1.5.2 Coating System Instructions 1.6 DELIVERY AND STORAGE 1.7 COATING HAZARDS 1.8 JOB SITE REFERENCES PART 2 PRODUCTS
2.1 JOINT SEALANT 2.2 COATING SYSTEM 2.2.1 Zinc-Rich Epoxy Primer Coat 2.2.2 Epoxy Intermediate Coat 2.2.3 Polyurethane Topcoat 2.3 COLOR IDENTIFICATION OF FUEL HANDLING AND STORAGE FACILITIES 2.4 COATING SAMPLE COLLECTION AND SHIPPING KIT 2.5 ABRASIVE SAMPLE COLLECTION AND SHIPPING KIT 2.6 TEST KITS 2.6.1 Test Kit for Measuring Chloride, Sulfate and Nitrate Ions on Steel and Coated Surfaces 2.6.2 Test Kit for Identifying Amine Blush on Epoxy Surfaces 2.7 ABRASIVE 2.7.1 Non-metallic Abrasive 2.7.2 Metallic Abrasive 2.7.2.1 New and Remanufactured Steel Grit 2.7.2.2 Recycled Steel Grit 2.8 White Aluminum Oxide Non-skid Grit PART 3 EXECUTION
3.1 REMOVAL OF COATINGS CONTAINING HAZARDOUS MATERIALS 3.2 COATING AND ABRASIVE SAMPLE COLLECTION AND TESTING 3.2.1 Coating Sample Collection 3.2.2 Abrasive Sample Collection 3.2.3 Coating Sample Test Reports 3.2.4 Abrasive Sample Test Reports 3.3 SURFACES TO BE COATED 3.4 LIGHTING 3.5 ENVIRONMENTAL CONDITIONS 3.5.1 Containment 3.5.2 Automated Monitoring Requirements 3.6 SURFACE PREPARATION 3.6.1 Abrasive Blasting Equipment 3.6.2 Operational Evaluation of Abrasive 3.6.3 Surface Standard 3.6.4 Pre-Preparation Testing for Surface Contamination 3.6.4.1 Pre-Preparation Testing for Oil and Grease Contamination 3.6.4.2 Pre-Preparation Testing for Soluble Salts Contamination 3.6.5 Abrasive Blasting 3.6.6 Disposal of Used Abrasive 3.6.7 Pre-Application Testing For Surface Contamination 3.6.7.1 Pre-Application Testing for Oil and Grease Contamination 3.6.7.2 Pre-Application Testing for Soluble Salts Contamination 3.6.7.3 Pre-Application Testing for Surface Cleanliness 3.7 MIXING AND APPLICATION OF SEALANT AND COATING SYSTEM 3.7.1 Preparation of Sealant and Coating Materials for Application 3.7.1.1 Mixing Sealant, Primer and Intermediate Coat Materials 3.7.1.2 Mixing Topcoat Material 3.7.1.3 Pot Life SECTION 09 97 13.27 Page 2
3.7.1.4 Application Conditions and Recoat Windows 3.7.2 Amine Blush Testing of Epoxy Coat Prior to Overcoating 3.7.3 Application of Coating System and Joint Sealant 3.7.3.1 Application of Primer 3.7.3.2 Application of Stripe Coat 3.7.3.3 Application of Intermediate Coat 3.7.3.4 Non-skid for Stairs and Top 3.7.3.5 Application of Topcoat 3.7.3.6 Application of Joint Sealant 3.7.3.7 Procedure for Holiday and Spot Repairs of Newly Applied Coating 3.7.3.8 Structure Occupancy After Coating Application 3.8 PROJECT IDENTIFICATION 3.9 FIELD QUALITY CONTROL 3.9.1 Coating Inspector 3.9.2 Field Inspection 3.9.2.1 Inspection Requirements 3.9.2.2 Inspection Report Forms 3.9.2.3 Daily Inspection Reports 3.9.2.4 Inspection Logbook 3.9.2.5 Inspection Equipment 3.10 FINAL CLEANUP -- End of Section Table of Contents --
SECTION 09 97 13.27
************************************************************************** USACE / NAVFAC / AFCESA UFGS-09 97 13.27 (February 2010) -------------------------------Preparing Activity: NAVFAC Superseding UFGS-09 97 13.27 (August 2009) UNIFIED FACILITIES GUIDE SPECIFICATIONS References are in agreement with UMRL dated July 2011 ************************************************************************** SECTION 09 97 13.27 EXTERIOR COATING OF STEEL STRUCTURES 02/10 ************************************************************************** NOTE: This guide specification covers the requirements for zinc-rich epoxy/epoxy/polyurethane coating systems for exteriors of new Navy and Air Force steel structures, such as fuel tanks, water tanks, aboveground piping, etc. Adhere to UFC 1-300-02 Unified Facilities Guide Specifications (UFGS) Format Standard when editing this guide specification or preparing new project specification sections. Edit this guide specification for project specific requirements by adding, deleting, or revising text. For bracketed items, choose applicable items(s) or insert appropriate information. Remove information and requirements not required in respective project, whether or not brackets are present. Comments, suggestions and recommended changes for this guide specification are welcome and should be submitted as a Criteria Change Request (CCR). ************************************************************************** ************************************************************************** NOTE: This guide specification is intended for coating of new structures and coating of existing structures where all existing coating material is being removed to bare metal. To determine the requirements for maintenance of an existing coating, a coating inspection or coating condition survey (CCS), as described herein, should be accomplished prior to designing the coating project. Without a competent inspection, there is no reliable way to determine the type or condition of the existing coating system. Without knowing the existing conditions, proper (effective and financially supportable) surface preparation or coating system selection cannot be made. **************************************************************************
8 lbs/gal max. It should also be used for enclosed or exposed structural steel in buildings such as hangars. etc. ************************************************************************** ************************************************************************** NOTE: Previous versions of this specification have included a requirement for surfaces to be abrasive blasted to SSPC SP 7/NACE No. acoustical enclosures. That requirement has SECTION 09 97 13. towers.8 lbs/gal max. This coating system is ideal for repairing and coating of galvanized surfaces. Repair galvanizing with the zinc-rich primer. The designer should not alter the products and processes specified herein without thorough knowledge of the need for the changes and the implications of those changes. water tanks. inspected.use nominal 25 microns=1 mil). in atmospheric service (non-immersion). ************************************************************************** ************************************************************************** NOTE: This guide specification complies with the intent of Air Force ETL 86-4.4. coating system that is compliant with EPA VOC regulations as of June 2000: . and repaired.************************************************************************** NOTE: This specification is for general use on steel structures. as revised on 28 April. This includes fuel tanks." ************************************************************************** ************************************************************************** NOTE: The metric standard for measuring coating thickness is microns (25. cranes. 3 Coat. regulations and determine whether the coating in this Section complies with restrictions on volatile organic components (VOC) and other chemical constituents.Polyurethane Topcoat 350 g/l 2. 1999 to eliminate the "second primer coat. prior to coating.27 Page 5 .4 microns=1 mil . or other facilities where a high-performance coating system is desired. ************************************************************************** ************************************************************************** NOTE: This specification is for an industry standard. aboveground piping. thin film. VOC The designer shall review state and local. and apply general coats of intermediate and topcoat to all surfaces. VOC . or miscellaneous steel appurtenances.Epoxy coats 350 g/l 2. ************************************************************************** ************************************************************************** NOTE: This specification should be edited by an SSPC certified Protective Coatings Specialist (PCS) that has five or more years of experience preparing coating specifications.
and coating design. specify appropriate portions of the steel surfacing requirements (according to NACE RPO178) from Section 33 56 13. The CCS should be accomplished by personnel from a business that routinely performs coating evaluations. 2. and note that the abrasive blasting for inspection should be accomplished in such a manner that it does not conflict with any surface condition requirements in this Section. and technical requirements for overcoating. and structures to be coated. the term "maintenance coating" refers to maintenance overcoating as opposed to complete removal of coatings and recoating. chromium). At a minimum. Tailor the paragraph to the needs of cleaning that will be required in preparation for repairs. lead. and 4. 3. Any other information of interest to the coating system management that should be identifiable by an individual trained and experienced in the field of coating analysis. including any hazardous materials present in paint film.13 STEEL TANKS WITH FIXED ROOFS.27 Page 6 . a coating condition survey (CCS) should be accomplished. ************************************************************************** ************************************************************************** NOTE: For purposes of this specification. it should be included in the structural repair Section of the project specification. For maintenance coating designs. the risks of generalizing to save evaluation costs are SECTION 09 97 13. cadmium. and it should be recognized that while multiple coating failures or deficiencies may look similar to the untrained eye. suitability of overcoating.e. Analysis of remaining coating life. and if required for a repair project. coating failure analysis. Technical recommendations for the most cost effective management of existing coating systems. such as creating excessive surface profile that may require excessive primer thickness. For repair projects. Existing coating conditions. The scope of the CCS should be tailored to the specific project. or to determine if maintenance overcoating is appropriate. including condition of coating film. The CCS should be sufficiently detailed to provide all technical information about the coatings. and the existence of potentially hazardous substances that may impact coating management (i. and the individual investigator should be Certified by SSPC as a Protective Coatings Specialist. required to properly design the project. the CCS should provide a detailed report of: 1.been removed from this specification.
The fact that lead was highly used as a primer is indicative of its value to the corrosion control industry. It should be pointed out that the aesthetic features of a coating do not define the coating condition. SECTION 09 97 13. Additionally. When accomplished for multiple projects. and propose solutions to make maximum use of existing resources. and for designing the coating work. The risks of overcoating can usually be avoided by designing project to remove all existing coatings to bare metal. for accomplishing the CCS. and complete replacement of the coating system. especially if containing hazardous material. By accomplishing this survey prior to design. Premature removal of sound lead primer is not considered to be a good management practice. the per-structure cost will decrease. However. A CCS can be scoped to provide a general inspection of many structures to screen for near-term overcoating or recoating requirements. SSPC: The Society for Protective Coatings (SSPC). Many coating systems have been replaced when only the topcoat is in need of "refurbishment. many structures such as water tanks and fuel tanks have had complete coating replacement when only the roof coating needed replacement. they only describe how the coating looks.potentially very high. may be exorbitant compared to the costs of maintenance overcoating where the existing coating system is in fair-to-good condition. has published a Technology Update titled SSPC TU 3 Maintenance Overcoating.27 Page 7 . then providing appropriate surface preparation and coating application. Activities should consider an annual CCS to survey all structures to be authorized for design in the coming year. The CCS can also be a very useful tool when used to screen structures for maintenance painting requirements. along with the cost of surface preparation to SSPC SP 10 Abrasive Blast to Near-White Metal. the extra costs of the coating removal." Likewise. A CCS can identify the weak components as well as the satisfactory components. Lead-containing Paint on Non-residential Structures of 26 Mar 92 provides guidance for managing paints containing lead and other hazardous materials in place. is far more than the cost of a CCS for all but the smallest projects. NAVFAC Design Policy Letter DPL-09B-0001. the basis for design is fully identified. This document should be used as a guide for scoping the CCS. The cost of large-scale failure of the overcoating. and subsequent investigation can be made to provide appropriate details for project planning and design.
R 2009) Drying. References not used in the text will automatically be deleted from this section of the project specification when you choose to reconcile references in the publish print process. ASTM INTERNATIONAL (ASTM) ASTM C920 (2011) Standard Specification for Elastomeric Joint Sealants (2010) Viscosity by Ford Viscosity Cup (2003.1 REFERENCES ************************************************************************** NOTE: This paragraph is used to list the publications cited in the text of the guide specification. or Film Formation of Organic Coatings at Room Temperature (2007) Painting Inspectors (Metal Substrates) SECTION 09 97 13. The publications are referred to in the text by basic designation only and listed in this paragraph by organization.Brandon@navy. Tyndall AFB. The publications are referred to within the text by the basic designation only. and title. prior to beginning new Air Force design. date.************************************************************************** ************************************************************************** NOTE: Designers are encouraged to contact J. Joseph.27 Page 8 ASTM D 1200 ASTM D 1640 ASTM D 3276 . ************************************************************************** The publications listed below form a part of this specification to the extent referenced. Curing. Use the Reference Wizard's Check Reference feature when you add a RID outside of the Section's Reference Article to automatically place the reference in the Reference Article. FL 32403. ************************************************************************** ************************************************************************** NOTE: Designers are encouraged to contact the Air Force Civil Engineering Corrosion Program Manager at HQ AFCESA/CESM. ************************************************************************** PART 1 GENERAL 1. Also use the Reference Wizard's Check Reference feature to update the issue dates. 757 322-4645.mil prior to beginning a new Navy design. designation. 139 Barnes Drive. Ste 1. NFESC Code 63. Brandon. Tel 850-283-6217. H.
E 2004) Solvent Cleaning (2007) Near-White Blast Cleaning (2007) Brush-Off Blast Cleaning (2004) Surface Preparation Commentary for Steel and Concrete Substrates (2002. R 2006) Indicating Oil or Water in Compressed Air (2005) Measurement of Surface Roughness of Abrasive Blast Cleaned Metal Surfaces using a Portable Stylus Instrument ASTM D 4285 ASTM D 7127 INTERNATIONAL ORGANIZATION FOR STANDARDIZATION (ISO) ISO 9001 (2008. 2 SSPC SP 7/NACE No. E 2004) Guide for Illumination of Industrial Painting Projects (2004) Guide for Containing Surface Preparation Debris Generated During Paint Removal Operations (2000.Requirements THE SOCIETY FOR PROTECTIVE COATINGS (SSPC) SSPC AB 2 (1996.4 SSPC SP COM SSPC VIS 1 . E 2004) Shop. R 2010) Sampling Liquid Paints and Related Pigmented Coatings (1983. e 2004) Guide and Reference SECTION 09 97 13. E 2004) Ferrous Metallic Abrasive (1998.ASTM D 3925 (2002. E 2004) Standard Procedure for Evaluating Painting Contractors (Field Application to Complex Industrial Structures) (1999. Field. Corr 1 2009) Quality Management Systems. and Maintenance Painting of Steel (2004) Measurement of Dry Coating Thickness With Magnetic Gages (1998. E 2004) Cleanliness of Recycled Ferrous Metallic Abrasive (2003. E 2004) Standard Procedure for Evaluating the Qualifications of Coating and Lining Inspection Companies (2004) Standard Procedure for Evaluating a Contractor's Advanced Quality Management System (1982.27 Page 9 SSPC AB 3 SSPC Guide 12 SSPC Guide 6 SSPC PA 1 SSPC PA 2 SSPC QP 1 SSPC QP 5 SSPC QS 1 SSPC SP 1 SSPC SP 10/NACE No.
White. Formula 152. A “G” following a submittal item indicates that the submittal requires Government approval. Rev D. For submittals requiring Government approval on Army SECTION 09 97 13. Rev G. General Specification for (2009. Am 3 2009) Coating: Polyurethane Aircraft and Support Equipment (2005. generally in the paragraph where used. Type III (2009. most of these submittals have been changed from government approval to contractor approval. GENERAL SERVICES ADMINISTRATION (GSA) FED-STD-595 (Rev C) Colors Used in Government Procurement U. In order to improve quality. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA) 29 CFR 1910-SUBPART Z 29 CFR 1910.27 Page 10 . Epoxy-Polyamide. Epoxy-Polyamide. 1. Formula 159. Rev B) Paint. Rev D) Paint. thereby shifting final application responsibility to the contractor.3 SUBMITTALS ************************************************************************** NOTE: Submittals listed here are important to the project and to the project records. Am 2 1996) Abrasive Blasting Media Ship Hull Blast Cleaning (2009.Photographs for Steel Surfaces Prepared by Dry Abrasive Blast Cleaning U. Zinc Primer. Type IV (2009.59 1.2 DEFINITIONS Toxic and Hazardous Substances Air Contaminants Respiratory Protection Hazard Communication Definitions are provided throughout this Section. Rev C) Paint.S.1000 29 CFR 1910. and denoted by capital letters.134 29 CFR 1926. Rev B. DEPARTMENT OF DEFENSE (DOD) MIL-A-22262 (1993. Epoxy-Polyamide.S.S. Notice 1 2010) Identification Methods for Bulk Petroleum Products Systems Including Hydrocarbon Missile Fuels MIL-DTL-24441 MIL-DTL-24441/19 MIL-DTL-24441/31 MIL-PRF-85285 MIL-STD-161 U.
projects. When used. Design Data Containment System SD-06 Test Reports Joint Sealant Qualification Test Reports Coatings Qualification Test Reports Metallic Abrasive Qualification Test Reports Coating Sample Test Reports Abrasive Sample Test Reports Inspection Report Forms Daily Inspection Reports Recycled Metallic Abrasive Field Test Reports (Daily and Weekly) SD-07 Certificates Contract Errors. "AO" for Area Office.][for information only. a designation following the "G" designation identifies the office that will review the submittal for the Government. a code of up to three characters within the submittal tags may be used following the "G" designation to indicate the approving authority. "DO" for District Office (Engineering Division or other organization in the District Office). "RO" for Resident Office. submittals not having a "G" designation are [for Contractor Quality Control approval. Codes following the "G" typically are not used for Navy projects.] The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES: SD-05. and Other Discrepancies Corrective Action Procedures Coating Work Plan Qualifications of Certified Industrial Hygienist (CIH) Qualifications Of Individuals Performing Abrasive Blasting Qualifications of Certified Protective Coatings Specialist (PCS) SECTION 09 97 13. Omissions. Submittal items not designated with a "G" are considered as being for Contractor Quality Control approval. and "PO" for Project Office. Codes for Army projects using the Resident Management System (RMS) are: "AE" for Architect-Engineer. ************************************************************************** Government approval is required for submittals with a "G" designation.27 Page 11 .
Discrepancies that become apparent only after work is uncovered shall be identified at the earliest discoverable time and submitted for resolution. All such discrepancies shall be addressed and resolved.1 Corrective Action Procedures Develop procedures for determining the root cause of each non-compliance. to allow for resolution of contract discrepancies.1 QUALITY ASSURANCE Contract Errors. G.27 Page 12 .4 1. prior to beginning the Initial and Follow-Up phases of work.4. other than the work that will not be uncovered until a later date. Schedule time (Float) should be built into the project schedule at those points where old work is to be uncovered or where access is not available during the first 30 days after award.4. 1. and the Coating Work Plan modified.Qualifications of Coating Inspection Company Qualifications of QC Specialist Coating Inspector Qualifications of Testing Laboratory for Coatings Qualifications of Testing Laboratory for Abrasive Qualifications of Coating Contractors Joint Sealant Materials Coating Materials Coating System Component Compatibility Non-metallic Abrasive Metallic Abrasive SD-08 Manufacturer's Instructions Joint Sealant Instructions Coating System Instructions SD-11 Closeout Submittals Disposal of Used Abrasive Inspection Logbook. Develop Corrective Action Request (CAR) forms for initiating SECTION 09 97 13. omissions. and other discrepancies in contract documents the Contracting Officer within 30 days of contract award for all work covered in this Section. developing a plan to eliminate the root cause so that the non-compliance does not recur. and Other Discrepancies Submit all errors. [_____] 1.2. Omissions. and following up to ensure that the root cause was eliminated. 1.2 Corrective Action (CA) CA shall be included in the Quality Control Plan.4.
Coordinate work processes with health and safety plans and confined space entry plans. Corrective actions shall be appropriate to the effects of the non-compliance encountered. Provide procedures for reviewing contract documents immediately after award to identify errors. and demobilization. and acceptance and rejection criteria. and for tracking and documenting each step. Provide procedures for inspecting work to verify and document compliance with contract requirements. provide procedures that include appropriate work instructions. 1. Provide procedures for all phases of coating operations. [ Provide procedures for determining the existing surface profile under paint. The Contracting Officer must approve each CAR at the root cause identification stage. and procedures for ensuring that the profile is not increased beyond the maximum profile specified herein.CA. or in the lead removal Section. tracking and correction of noncompliant work. Each CAR shall be serialized.3 Coating Work Plan ************************************************************************** NOTE: For maintenance painting.4. controls. omissions. showing status of each CAR. and documentation. If paint removal is specified in another Section. and discrepancies so that any such issues can be resolved prior to project planning and development of detailed procedures. These procedures shall apply to non-compliance in the work. repair. inspection. include this evaluation of existing profile such that the paint removal operation does not create excessive profile. material and equipment requirements.27 Page 13 . Provide procedures for verification of key processes during Initial Phase to ensure that contract requirements can be met. SECTION 09 97 13. coating application. ************************************************************************** This work plan shall be considered as part of the Quality Control Plan. and the close out stage after verification that the root cause has been eliminated. and to non-compliance in the QC System. The Corrective Action Log. 1. personnel qualifications. and any other process that might adversely impact orderly progression of work. the plan for elimination stage. surface preparation. For each process. Key processes shall include surface preparation. rework. add requirement for pre-work determination of the existing surface profile. inspection. including inspection forms and checklists. coating application and curing. shall be submitted to the Contracting Officer monthly. and documentation. tracked in a Log to completion and acceptance by the Contracting Officer. such as a blast cleaning prior to inspection or repair. including planned work. Address mobilization and setup.2 Implement Corrective Action The Contractor shall take action to identify and eliminate the root cause of each non-compliance so as to prevent recurrence. A CAR may be initiated by either the Contractor or the Contracting Officer. and retained in project records. and process verification procedures.2.4. coating initial cure.
Provide procedures for repairing defects in the coating film.4.5. so that the records provide a continuous log of requirements and procedures.4. including an analysis of the loads which will be added to the structure by the containment system and waste materials.1 Design Data Containment System Submit complete design drawings and calculations for the scaffolding and containment system. See appropriate Military Specification for specific test requirements. Changes to procedures shall be noted by submittal number and date approved. 1. 1.S.5 1.4. clearly delineating old requirements and new requirements. Note that requirement for QUALIFICATION INSPECTION is a pre-qualification requirement.27 Page 14 . Note that testing in accordance with QUALITY ASSURANCE PROVISIONS is a pre-qualification requirement. Submit results for polyurethane materials as required in paragraph QUALIFICATION INSPECTION of MIL-PRF-85285.5.4.1 Test Reports Joint Sealant Qualification Test Reports Submit test results from independent laboratory of representative samples of joint sealant material. Submit results as required in paragraph QUALITY ASSURANCE PROVISIONS of ASTM C920. 1.4 1. Detailed procedures are required in advance to avoid delays in meeting overcoat windows as well as to avoid delays in production. and as revised by paragraph COATING SYSTEM herein.4. Samples must have been tested within the last three years. and involves the same testing required for listing in the Qualified Products List of the respective material. Submit test results from independent laboratory of representative samples of each abrasive to be used on the jobsite. 1. U. A registered engineer shall approve calculations and scaffold system design.3 Metallic Abrasive Qualification Test Reports Submit results for abrasive as required in paragraph 4 REQUIREMENTS of SSPC AB 3. overspray. If a procedure is based on a proposed or approved request for deviation. holidays. SECTION 09 97 13.] Provide procedures for correcting noncompliant work. the deviation shall be referenced.5. Department of Defense laboratories are considered to be independent laboratories for purposes of compliance with "QUALIFICATION INSPECTION" requirements herein.4. sags. and as revised by paragraph COATING SYSTEM herein. such as runs. any other areas of repair or rework that might be adversely affected by delays in preparing and approving new procedures. Samples must have been tested within the last three years.2 Coatings Qualification Test Reports Submit test results from independent laboratory of representative samples of each coating material. as well as how to handle correct coating thickness noncompliance. drips.4. Submit results for epoxy materials as required in paragraph QUALIFICATION INSPECTION of MIL-DTL-24441. Samples must have been tested within the last three years. Note that this testing is for the purpose of prequalifying the abrasive.
1. Submit documentation that each blaster is qualified by SSPC to the SSPC C-7 Dry Abrasive Blaster Qualification Program.4 Recycled Metallic Abrasive Field Test Reports (Daily and Weekly) Submit test results from independent laboratory of daily and weekly Quality Control testing required by SSPC AB 2. 1. including certification number and date of certification/recertification.6. telephone number.6. The PCS shall remain certified during the entire project. and the Contracting Officer shall be notified of any change in certification status within 10 days of the change.4. by the selected coating inspection company.4. and telephone number of each person that will be performing abrasive blasting.4. 1. Level III.4. until the certification is reissued. the firm will not be allowed to perform any inspection functions. this does not violate the independent third-party requirements.1. address. as modified in paragraph ABRASIVE. If the PCS is employed by the same coating inspection company to which the coating inspector is employed.6. Each blaster shall remain qualified during the entire period of abrasive blasting. including certification number and date of certification/recertification. 1. and e-mail address of the independent third party CIH.6 1.3 Qualifications of Coating Inspection Company Submit documentation that the coating inspection company that will be performing all coating inspection functions is certified by SSPC to the requirements of SSPC QP 5 prior to contract award.6. SECTION 09 97 13. and qualified to SSPC QP 5.4 Qualifications of QC Specialist Coating Inspector Submit documentation that each coating inspector is employed. and all surface preparation and coating application work must stop.4. Submit documentation that specialist is certified by SSPC: The Society for Protective Coatings (SSPC) as a PCS.1 Qualifications Qualifications of Certified Industrial Hygienist (CIH) Submit name. and e-mail address of the independent third party PCS. FAX number. Requests for extension of time for any delay to the completion of the project due to an inactive certification will not be considered and liquidated damages will apply.6.5 Qualifications Of Individuals Performing Abrasive Blasting Submit name. Provide evidence of experience with hazards involved in industrial coating application work. FAX number.2 Qualifications of Certified Protective Coatings Specialist (PCS) Submit name. The PCS shall not be the designated coating inspector. Notify the Contracting Officer of any change in coating inspection company certification status. The coating inspection company must remain so certified for the duration of the project.27 Page 15 . Submit documentation that hygienist is certified by the American Board of Industrial Hygiene in comprehensive practice. telephone number.5. If a coating inspection company's certification expires. address. address.4. and shall remain certified while accomplishing any coating inspection functions. Each inspector shall remain employed by the coating inspection company while performing any coating inspection functions.4. 1. and the Contracting Officer shall be notified of any change in qualification status.
and that persons performing analyses are qualified. ************************************************************************** All Contractors and Subcontractors that perform surface preparation or coating application shall be certified to either ISO 9001 or SSPC QP 1 and SSPC QS 1 prior to contract award.6 Qualifications of Testing Laboratory for Coatings Submit name.6. Submit documentation that laboratory is regularly engaged in testing of paint samples for conformance with specifications. and shall remain certified while accomplishing any surface preparation or coating application.6. The painting Contractors and painting Subcontractors must remain so certified for the duration of the project.4. FAX number. This requirement must be pointed out in the solicitation documents for the "prior to contract award" requirement to be enforceable. and that persons performing analyses are qualified. 1.6. add requirement for SSPC QP-2 certification in section of specification where the hazardous paint removal is specified. Requests for extension of time for any delay to the completion of the project due to an inactive certification will not be considered and liquidated damages will apply. the firm will not be allowed to perform any work until the certification is reissued. address. FAX number.8 Qualifications of Coating Contractors ************************************************************************** NOTE: If project involves removal of paint containing hazardous materials.4. and e-mail address of the independent third party laboratory selected to perform testing of coating samples for compliance with specification requirements.1. SECTION 09 97 13. generally Section 02 83 13. Certification is a special responsibility requirement pursuant to FAR 9.7 Qualifications of Testing Laboratory for Abrasive Submit name. If a Contractor's or Subcontractor's certification expires. ************************************************************************** ************************************************************************** NOTE: Solicitations requiring certification for prequalification should point out the existence and location of the certification requirement on the PROJECT INFORMATION FORM. 1.104-2.13 20 REMOVAL/CONTROL AND DISPOSAL OF PAINT WITH LEAD. telephone number. telephone number. and e-mail address of the independent third party laboratory selected to perform testing of abrasive for compliance with specification requirements. This is analogous to requiring bidders to have a specified level of experience or expertise and GAO has sustained these types of special requirements. Notify the Contracting Officer of any change in Contractor certification status.00 20 LEAD IN CONSTRUCTIONor 02 82 33. Submit documentation that laboratory has experience in testing samples of abrasive for conformance with specifications.4.27 Page 16 . address.
27 Page 17 . 1. and curing SECTION 09 97 13.4.6. 1. and polyurethane topcoat. minimum and maximum application temperatures. The PCS shall approve all submittals prior to submission to the QC Manager for approval or submission to the government for approval. coating inspector.4. as specified in Section 01 45 00. that the supplied coating material is suitable for use in the specified coating system. 1. Specific items addressed shall include: corrective action requirements and procedures.00 40 QUALITY CONTROL.00 10 01 45 00. inspection standards.1 PRODUCT DATA Joint Sealant Instructions Submit manufacturer's printed instructions including detailed application procedures. coordination with other Sections.9 Joint Sealant Materials Provide manufacturer's certification of conformance to contract requirements. Contractor representatives. 1.4. 1. safety plan. including manufacturer's name. paint foreman. Each manufacturer shall identify the specific products.6. coating work plan. This meeting shall be in addition to the pre-construction conference.4. epoxy primer.6.12 Non-metallic Abrasive Provide manufacturer's certification that the materials are currently approved by the Naval Sea Systems Command and listed on the Qualified Products Lists (QPL) for the specified materials. test procedures. and test logs. 1.13 Metallic Abrasive Provide manufacturer's certification of conformance to contract requirements and provide copies of test results. which their product may be used with.5. this certification is not required.4. safety plan.4. inspection requirements and tools.1. When all coating materials are manufactured by one manufacturer.5 1. project superintendent and QC manager. environmental control system. and PCS shall have a pre-application coating preparatory meeting. The certification shall provide the name of the manufacturer that will provide technical support for the entire system.11 Coating System Component Compatibility Provide certification from each manufacturer of components of the coating system.4.6.8 Pre-Application Meeting After approval of submittals but prior to the initiation of coating work.7 Protective Coating Specialist (PCS) The PCS shall be considered a QC Specialist and shall report to the QC Manager. including at a minimum.10 Coating Materials Provide manufacturer's certification of conformance to contract requirements. epoxy intermediate.00 20 01 45 00.6. Notify Contracting Officer at least ten days prior to meeting. 1.
134. the manufacturer may issue an extension. store. along with complete records of storage conditions. 1. each of COM. Maintain temperature in storage spaces between 5 and 29 degrees C 40 and 85 degrees F. and air temperature more than 3 degrees C 5 degrees F above the dew-point at all times.59. and paint application phases. samples may be sent to the manufacturer. 1. referencing the product evaluation and the review of storage records. SSPC SP 10/NACE No. ensure that employees are protected from toxic and hazardous chemical agents which exceed concentrations in 29 CFR 1910.2 Coating System Instructions Submit manufacturer's printed instructions including detailed mixing and application procedures. ASTM D 7127.5. SSPC PA 1. with a request for shelf life extension. 1. and handle materials in accordance with SSPC PA 1. Specified coatings may have potential health hazards if ingested or improperly handled. SSPC SSPC Guide 6. Certified SECTION 09 97 13. The CIH shall approve work procedures and personal protective equipment.procedures.1000. If materials are approaching shelf life expiration and an extension is desired. surface preparation. application.6 DELIVERY AND STORAGE Ship. 1. Comply with respiratory protection requirements in 29 CFR 1910.4. Products may not be extended longer than allowed in the product specification. and as modified in this Section. ASTM D 3925.59. 2.27 Page 18 . and curing of the coatings. ************************************************************************** Ensure that employees are trained in all aspects of the safety plan. SSPC SP SSPC SP 7/NACE No. Remove materials with expired shelf life from government property immediately and notify the Contracting Officer. and curing procedures. SSPC SP 1. Include materials safety data sheets (MSDS) for materials to be used at the job site in accordance with 29 CFR 1926. ASTM D 4285. The coating manufacturer's written safety precautions shall be followed throughout mixing. SSPC QS 1. Include materials safety data sheets (MSDS) for materials to be used at the job site in accordance with 29 CFR 1926. SSPC QP 1. Inspect materials for damage prior to use and return non-compliant materials to manufacturer.8 JOB SITE REFERENCES ************************************************************************** NOTE: Include any other jobsite related references that might be added during design. SSPC VIS 1. minimum and maximum application temperatures. PA 2. ************************************************************************** Make available to the Contracting Officer at least one copy ASTM D 3276. number and types of coats required. During all cleaning. cleanup.7 COATING HAZARDS ************************************************************************** NOTE: This specification Section should be used with Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS". and an SSPC Contractor Evaluation Form at the job site. If the manufacturer finds the samples and storage data suitable for shelf life extension.
2 Epoxy Intermediate Coat Epoxy polyamide.3 Polyurethane Topcoat ************************************************************************** NOTE: Check with the activity to determine the desired topcoat color and finish. surface preparation may be accomplished in the shop. ************************************************************************** Alternate systems or products will not be considered. use white for Navy projects and beige for Air Force projects. [White FED-STD-595 color number 17925][Beige FED-STD-595 color number 27769 in gloss][White FED-STD-595 color number 17875. following all temperature.2.2. Tint to approximately FED-STD-595 color number 27778 parchment using pigment dispersions prepared for epoxy paint tinting. Alternatively. Generally. White (Tinted)). Color number 17925 is white. All primer. 2. and testing requirements listed herein. humidity.] The Military specification epoxy and polyurethane products specified in this Section do not require approval for listing on the QPL prior to contract award.1 Zinc-Rich Epoxy Primer Coat Epoxy polyamide. MIL-DTL-24441/19 (Formula 159.1 PRODUCTS JOINT SEALANT TT-S-00230. Adjust all shop preparation to avoid conflicts with final surface preparation requirements.1 of MIL-PRF-85285. MIL-DTL-24441/31 (Formula 152.2. 2. ************************************************************************** Polyurethane coating topcoat of MIL-PRF-85285. followed by an application of a hold-primer. and Orange FED-STD-595 color number 12197]. FAA Safety colors are White 17875 and Orange 12197. All other requirements of this Military Specification apply.27 Page 19 . Manufacturer shall tint material and appropriately label. Remove all shop-applied primer prior to final field surface preparation and coating system application.2 COATING SYSTEM ************************************************************************** NOTE: Include bracketed text for new construction only. Always specify contrasting colors between coats. SECTION 09 97 13. Testing of products by an independent laboratory to the QUALIFICATION INSPECTION requirements of MIL-DTL-24441 and MIL-PRF-85285prior to contract award is required. Type IV.2 of MIL-DTL-24441 and paragraph 3. 2. intermediate coat and topcoat materials shall be supplied by one supplier. as indicated in paragraph 3. and 27769 is beige. Type II. [The entire coating system is intended to be applied in the field. Class B 2. Type III). Type II.PART 2 2. See specific submittal requirements in paragraph QUALITY ASSURANCE.
Provide shipping documents. including either pre-paid shipping or a shipper number that can be used by the QC Manager to arrange pickup. NATO symbol for JP-8 is F-34. addressed to the approved coating testing laboratory. when tested in accordance with ASTM D 1200 through a No. 4 Ford cup.7. Provide shipping documents. and packing material. and tank identification shall be in accordance with MIL-STD-161.3 COLOR IDENTIFICATION OF FUEL HANDLING AND STORAGE FACILITIES Piping. the coating shall be set-to-touch within four hours and dry-hard within eight hours (see 4.1 of MIL-PRF-85285. Mark containers for the appropriate component.4 of MIL-PRF-85285.Modify paragraph 3. addressed to the approved coating testing laboratory.27 Page 20 . [2.com) or equal.6 TEST KITS 2. as follows: When applied by spray techniques and when tested in accordance with ASTM D 1640. 2. Viscosity and Pot Life. a shipping box sized for the samples to to be shipped. dipping cups for each component to be sampled.5 ABRASIVE SAMPLE COLLECTION AND SHIPPING KIT Provide a kit that contains one suitable plastic bag or container for each sample to be collected. 2. as manufactured by CHLOR*RID International Inc. 4 Ford cup 30 seconds 60 seconds No gel Modify paragraph 3.chlor-rid.6 and table I). ]2. Sulfate and Nitrate Ions on Steel and Coated Surfaces Provide test kits called CHLOR*TEST CSN Salts. of Chandler. as follows: The viscosity of the admixed coating. Arizona (www.4 COATING SAMPLE COLLECTION AND SHIPPING KIT The Provide a kit that contains one liter quart can for the base of each coating material. conduit. shall be as follows: Time from mix (minimum) Initially 2 hours 4 hours Maximum time through a No.6. Drying Time. an appropriately sized can for each activator. including either pre-paid shipping or a shipper number that can be used by the QC Manager to arrange pickup. Mark cans for the appropriate component.6. An "equal" test kit shall meet the following requirements: SECTION 09 97 13. Mark direction of fluids in accordance with MIL-STD-161.1 Test Kit for Measuring Chloride.
Michigan. All other agencies may use it after checking applicability. allow the final surface cleanliness requirements to be achieved. b. encapsulated environment during salt ion extraction. Kit contains no mercury or lead and is environmentally friendly. and of uniform concentration. vertical. To be considered for approval as an "equal" test kit it shall meet the following requirements: a. d. f.7 ABRASIVE The referenced abrasive specifications have maximum limits for soluble salts contamination. c. smooth. pre-packaged. Other factors such as on-site handling and recycling can allow contamination of abrasive. sleeve. Kit contains new materials and solutions for each test extraction. g. or equal. Successful testing of chlorides in abrasive does not negate the final acceptance testing of steel surfaces.27 Page 21 . Kit contains a solution of an unreacted amine for the purpose of "self checking" the indicator solution. etc. consistent. 2. uniform. pre-packaged. and rough. this maximum level of contamination does not guarantee that contamination will not be transferred to the steel surface during abrasive blasting. test for unreacted amines using the AMINE BLUSH CHECK. pitted. along with work and storage processes. b. curved. factory pre-measured indicating solution.a. ************************************************************************** SECTION 09 97 13. All salt ion concentrations are directly measured in micrograms per square centimeter.supplies. however. Test extract container is suitable for testing the following steel surfaces: horizontal (up/down configuration). Kit components and solutions are mercury free and environmentally friendly. sulfate and nitrate ions. flat. factory pre-measured.) creates a sealed. d. supplies. Extraction test container (vessel.6. c. Kit contains all materials. tools and instructions for field testing and on-site quantitative evaluation of chloride. manufactured by Elcometer. ************************************************************************** NOTE: The following paragraph is mandatory for all NAVFAC PAC projects. tools and instructions to perform tests and indicate the presence of unreacted amines. Kit extract solution is acidic. e. Rochester Hills.2 Test Kit for Identifying Amine Blush on Epoxy Surfaces After coating and/or primer has hardened and prior to applying the next coat. Use an identifiable. 2. Be a completely self-contained field test kit with all materials. cell. Contractors are cautioned to verify that the chosen abrasive.
Reduce in other areas if states or localities require. with the exception of inert or nuisance dust materials. Make adjustments to processes or abrasive gradation to achieve specified surface profile.7. ************************************************************************** 2. silver. Such grit shall be considered to conform if it can be traced to new grit conforming to SSPC AB 3 Class 1 and it meets all cleanliness requirements of SSPC AB 3 Class 1 when brought to the current jobsite. along with samples of new material. cobalt. or Z-3 or 29 CFR 1910-SUBPART Z. To develop a suitable work mix from new steel abrasive. and uranium.7. ] ************************************************************************** NOTE: Reduce allowable gross gamma radioactivity to 5 picocuries per gram for all NAVFAC PAC projects.2 Recycled Steel Grit Conform to the chemical and physical properties of SSPC AB 2 2. it is advantageous for a Contractor to use remanufactured steel grit or grit reclaimed from a previous project.2 2.1 Metallic Abrasive New and Remanufactured Steel Grit Conform to the chemical and physical properties of SSPC AB 3 Class 1 (Steel) only[.2 poundsample: SECTION 09 97 13.27 Page 22 .2. cadmium. Use sampling procedures and testing frequencies as prescribed in MIL-A-22262.1 Non-metallic Abrasive Conform to MIL-A-22262.2. Do not use ungraded abrasive. thallium. angular profile to the specified depth. Use abrasive that is specifically selected and graded to provide a sharp. beryllium. 2. arsenic. 2. lead. minimum 99 percent pure. mercury. having the following sieve analysis when tested in accordance with ASTM E 11 using a 1000 gram 2. dust free (washed and dry). tellurium. Acceptance and use of this work mix shall not be used to justify any deviation from surface preparation requirements. Type I (Inorganic materials)[ except that the gross gamma radioactivity shall not exceed 5 picocuries per gram]. Submit one representative sample of this work mix to the laboratory for testing.7. Z-2. rhodium.[ Interpret MIL-A-22262 to include the meaning that abrasive material contains a maximum one percent by weight of any toxic substance listed in either Table Z-1. Class 2 (Iron) abrasive shall not be used.8 White Aluminum Oxide Non-skid Grit Size #60. a minimum of 200 400 recycles is required. Abrasive shall be approved by the Naval Sea Systems Command and listed on the appropriate Qualified Products List (QPL) for the specified materials. Recycled non-metallic abrasive shall meet all requirements of the specification each time that it is placed in the blast pot. therefore. except that the gross gamma radioactivity shall not exceed 5 picocuries per gram].7.
1 REMOVAL OF COATINGS CONTAINING HAZARDOUS MATERIALS ************************************************************************** NOTE: Include Section 02 82 33.Sieve # 40 50 60 PART 3 EXECUTION Percent Retained 0 15-40 60-85 Perform all work. Include a contractor qualification requirement similar to the article entitled "Qualifications of Coating Contractors" in Part 1 of this Section. With the use of SSPC QP-1 and QP-2 requirements in contracts. SECTION 09 97 13. including removal. Notify Contracting Officer three days in advance of sampling. and on the surface preparation/coating application process. and will probably want to perform both phases as a single operation so as not to have to prepare surface twice. ]3. Delete this paragraph if no paint containing hazardous material is to be removed. ************************************************************************** Coatings containing hazardous materials and identified for disturbance during surface preparation. rework. The QC Manager and either the PCS or coating inspector shall witness all sampling. It is specified as two separate operations to allow separate contractors to accomplish different phases of project. cleaning. Category A.2 COATING AND ABRASIVE SAMPLE COLLECTION AND TESTING Sample and test materials delivered to the jobsite.13 20 REMOVAL/CONTROL AND DISPOSAL OF PAINT WITH LEAD. and repair in accordance with approved procedures in the Coating Work Plan. To accomplish the coating removal and recoating in a continuous operation. the same contractor will generally be accomplishing both phases of work.13 20 REMOVAL/CONTROL AND DISPOSAL OF PAINT WITH LEAD with this Section. and coating application. the contractors plan must be scrutinized for appropriate controls on the removal process. except that the contractor shall be qualified to SSPC QP-2. Coordinate surface preparation requirements from Section 02 82 33. The removal of coatings containing hazardous materials and application of new coating system can be accomplished in a continuous operation if the contractor provides appropriate coordination of removal. [3.13 20 REMOVAL/CONTROL AND DISPOSAL OF PAINT WITH LEAD in any project specification that requires removal or disturbance of coating containing hazardous materials. shall be handled in accordance with Section 02 82 33.27 Page 23 .
by random selection from sealed containers in accordance with ASTM D 3925. and test samples.5 DURABILITY. SECTION 09 97 13. The QC manager will take possession of the packaged samples. 3. a lot shall consist of all abrasive materials of the same type from a single. and other exterior appurtenances].2. contact the shipping company to arrange for pickup. a lot is defined as that quantity of materials from a single. 3. Obtain samples of each abrasive lot using the sampling techniques and schedule of MIL-A-22262.3. contact the shipping company to arrange for pickup. and proportional samples of each activator based on mix ratio. The addition of any substance to a batch shall constitute a new lot. observing all requirements for witnessing and traceability. stair. select new lots.1 Coating Sample Collection Provide a sample collection kit as required in paragraph COATING SAMPLE COLLECTION AND SHIPPING KIT.1. Prior to sampling.2. project contract number. Identify samples by designated name. lot number. Reject entire lot represented by samples that fail one or more tests. sample date. select new lots. Test samples of primer. and test samples.2. and relinquish the samples only to the shipping representative for shipment to the approved laboratory for testing as required by the paragraph ABRASIVE SAMPLE TEST REPORTS. and quantity involved. From each lot. sample date. For purposes of quality conformance inspection. and topcoat materials for compliance with requirements of Table I. As an alternative to collecting small samples from kits. and relinquish the samples only to the shipping representative for shipment to the approved laboratory for testing as required by the paragraph COATING SAMPLE TEST REPORTS.4 Abrasive Sample Test Reports Submit test results for each lot of abrasive delivered to the jobsite. For purposes of quality conformance inspection.3 Coating Sample Test Reports Submit test results for each lot of coating material delivered to the jobsite. Identify samples by designated name. shell. intended use.3 SURFACES TO BE COATED Coat exterior surfaces of [tank ][structure ][_____][including steel roof. legs. entire kits may be randomly selected and shipped to laboratory. Test samples of non-metallic abrasive as required in paragraph QUALITY CONFORMANCE INSPECTION of MIL-A-22262. intended use. and quantity involved. mix contents of each sealed container to ensure uniformity. specification number.27 Page 24 . uniform batch produced and offered for delivery at one time. project contract number. Reject entire lot represented by samples that fail one or more tests. A batch is defined as that quantity of material processed by the manufacturer at one time and identified by number on the label. specification number. uniform batch produced and offered for delivery at one time.2. batch number. 3. The QC manager will take possession of the packaged samples. railing. Test samples of metallic abrasive to the requirements of paragraph REQUIREMENTS of SSPC AB 3. intermediate. except paragraph 4.2 Abrasive Sample Collection Provide a sample collection kit as required in paragraph ABRASIVE SAMPLE COLLECTION AND SHIPPING KIT. 3. obtain a one liter quart sample of each base material.
that containment also provides cost-effective control of environmental conditions. SSPC Guide 6. Provide monitoring equipment to perform as follows: SECTION 09 97 13. The containment system shall be properly maintained and shall not deviate from the approved drawings. and is not generally usable as an airborne particulate control measure. PCB. ************************************************************************** Design and provide a containment system for the capture.1 ENVIRONMENTAL CONDITIONS Containment ************************************************************************** NOTE: Containment was a design option in previous versions where site congestion dictated control of dust and paint overspray. The Contractor shall perform his operations and work schedule in a manner as to minimize leakage of the containment system. If the containment system fails to function satisfactorily. except those required to minimize adverse impact on the environment or government property. or any other hazardous material. 3.27 Page 25 . Class 4 requires minimal "knockdown" of airborne debris. and initial cure. from Class 1 being the highest level of control. and the better conditions result in a better coating product.3. however. collection. the Contractor shall suspend all operations.5 3. while Class 3 is probably satisfactory for most coating operations. Locate sensors to provide pertinent data for the surface preparation and coat application being performed. Make data available to the Contracting Officer through Internet access.4 LIGHTING Provide lighting for all work areas as prescribed in SSPC Guide 12. 3. Operations shall not resume until modifications have been made to correct the cause of the failure. storage and disposal of the waste materials generated by the work under this Section. cooling. Waste materials covered by this paragraph shall not include any material or residue from removal of coatings containing lead. relative humidity. has four classes of containment. containment. and dew point data at pertinent points on the structure. Vapor concentrations shall be kept at or below 10 percent of Lower Explosive Limit (LEL) at all times.2 Automated Monitoring Requirements Provide continuous monitoring of temperature. or dehumidification equipment used. Containment may be designed as fixed containment for complete structure or portable containment for sections of structure. cadmium. Experience has shown.5. Generally Classes 1 and 2 are only required for removal of hazardous materials. containment shall remain in any one place from beginning of abrasive blasting through initial cure of coating. however. coating application. Monitor any heating.5. chromium. It is the Contractors responsibility to insure the feasibility and workability of the containment system. during surface preparation. to meet the requirements of SSPC Guide 6. Class [1][2][3].
Internet-based controls shall monitor operation of DH equipment and issues alert when power remains off for more than 15 seconds. include note for the contractor to use potable water. as this was the only monitoring system having Internet connectivity known to be commercially available. e. and available for download (on-site) in a standard format.6 SURFACE PREPARATION ************************************************************************** NOTE: When editing this specification for maintenance coating work for which SSPC SP 12/NACE No. therefore. and graphical format using selected data. j. any combination of equipment having the required functionality will be accepted. monitor the quality of the water. Internet accessible data shall be collected and stored in maximum 15 minute increments. Internet-based controls shall monitor data uploads from field unit and issue alert if data not initiated within 60 minutes of last upload. or entire project to date. Data shall be available continuously through secure Internet connection. Contractor shall collect this data and make available to the Contracting Officer.27 Page 26 . in a standard format usable by Microsoft Excel and other spreadsheet programs. Monitoring equipment shall have capability to measure interior and exterior dry bulb temperature (DB). 3. Monitoring equipment shall have capability to measure surface temperatures at a minimum of four locations anywhere on a 150 foot diameter by 50 foot high tank. f. Internet-based controls shall provide alerts to pre-designated parties through email messaging. using widely available web browsers. or if pre-determined temperature. RH. g. Monitoring equipment shall have backup power such that data collection and transmission to web server will be uninterrupted during the entire period of the dehumidification requirement. relative humidity (RH).5 Water Cleaning or Jetting surface preparation is to be allowed. h. i. There is no requirement for connectivity of the monitoring system to control the DH equipment. or DP conditions are exceeded. Internet accessible data shall be available for download in user-defined segments.a. b. Data is collected in the field unit in one minute increments. and dewpoint temperature (DP). d. and adjust water quality to assure appropriate surface preparation and final surface requirements. and lag time between data collection and online availability shall be no greater than 70 minutes. A common SECTION 09 97 13. c. The requirements listed here were developed around the Munters Exactaire Monitoring System. Internet accessible data shall be available for viewing online in tabular format. k. There are many problems that might arise from both dissolved and suspended material.
Test air quality at each startup. seal with a clearcoat protectant. ************************************************************************** 3. or pressure type.3 Surface Standard Inspect surfaces to be coated. white.6. but in no case less often than every five operating hours. Confirm that air supply for abrasive blasting is free of oil and moisture when tested in accordance with ASTM D 4285. When the surface standard complies with all specified requirements. which may leave unacceptable contamination on cleaned surfaces. even in potable water.Spray atomized mist of distilled water onto surface. and angle of blast to establish procedures for blast cleaning.occurrence is water with high-chlorides. clean [using a water based pH neutral degreaser ]in accordance with SSPC SP 1. Reject oil and/or grease contaminated surfaces. Measure surface profile in accordance with ASTM D 7127. and observe for water beading. Record blast nozzle type and size. a non-staining solvent may be used to aid in oil or SECTION 09 97 13. and select plate with similar properties and surface characteristics for use as a surface standard. 3.6. abrasive blasting.4 Pre-Preparation Testing for Surface Contamination Perform testing. surface can be considered free of oil or grease contamination.27 Page 27 . 2) WATER BREAK TEST. CLOTH RUB TEST . Maintain a minimum pressure of 650 kPa 95 psig at nozzle. 3. air pressure at nozzle and compressor. 3) CLOTH RUB TEST.1 Pre-Preparation Testing for Oil and Grease Contamination ************************************************************************** NOTE: When specifying maintenance painting. 3. force-feed. and testing in the prescribed order. cotton cloth onto surface and observe for discoloration. distance of nozzle from panel.6.6.Rub a clean. use a water based pH neutral degreaser to avoid damaging existing coating. Use the surface standard for comparison to abrasive blasted surfaces throughout the course of work. Blast clean one or more 300 mm 1 foot square steel panels as specified in paragraph SURFACE PREPARATION. and may not be suitable for water jetting.6.4. If water "wets" surface rather than beading up. 3. WATER BREAK TEST . and recheck for contamination until surfaces are free of oil and grease. lint free.1 Abrasive Blasting Equipment Use abrasive blasting equipment of conventional air. ************************************************************************** Inspect all surfaces for oil and/or grease contamination using two or more of the following inspection techniques: 1) Visual inspection.2 Operational Evaluation of Abrasive Test abrasive for salt contamination and oil contamination as required by the appropriate abrasive specification daily at startup and every five operating hours thereafter. Beading of water (water forms droplets) is evidence of oil or grease contamination. To confirm oil or grease contamination in lightly stained areas.
or waterblasting. may allow for the formation of new contamination. such as bicarbonate of soda.5 Abrasive Blasting ************************************************************************** NOTE: The issue of maximum profile on new structures is an important one. nontoxic. it is nearly impossible to reduce it.6. Reject profile greater than 75 microns 3 mils.4. etc. or other soft abrasive. On steel that was previously prepared to a deeper depth and coated.27 Page 28 .grease extraction. or potable water modified with soluble salt remover. Soluble salt testing is also required in paragraph PRE-APPLICATION TESTING FOR SOLUBLE SALTS CONTAMINATION as a final acceptance test of prepared surfaces after abrasive blasting. 2. and successful completion of this phase does not negate that requirement. contamination. Delays between testing and preparation. The specified 2-3 mil surface profile is the preferred depth for preparing for zinc primer. and wash as required. Measure surface profile in accordance with SECTION 09 97 13.2 Any visible discoloration is evidence of oil or grease Pre-Preparation Testing for Soluble Salts Contamination Test surfaces for soluble salts. and modify processes and materials to provide the specified profile. therefore. and cleaning using a solution of water washing and soluble salts remover. Provide a 50 to 75 micron 2 to 3 mil surface profile. discontinue abrasive blasting. for all washing or wet abrasive blasting. high pressure water rinsing. test an appropriate number of representative spots with abrasive that removes paint but does not affect profile. Effective removal of soluble salts will require removal of any barrier to the steel surface. the initial profile will dictate the profile for the life of the structure. Prepared surfaces shall conform to SSPC VIS 1 and shall match the prepared test-panels. The soluble salts remover shall be acidic. it is not feasible to reduce the deeper depth to the preferred depth. Once a profile is established. A depth of 4 mils can be tolerated with an additional mil of zinc primer thickness. noncorrosive. 3. including rust. Test methods and equipment used in this phase are selected at the Contractor's discretion. This phase is recommended since pre-preparation testing and washing are generally more advantageous than attempting to remove soluble salt contamination after abrasive blasting. will not interfere with primer adhesion. ************************************************************************** Abrasive blast steel surfaces to near-white metal in accordance with SSPC SP 10/NACE No. Designers must be aware that profile found to be in excess of 3 mils may require additional funding to add extra coating material. biodegradable. or testing and coating application. Use potable water.6. and after application. 3. prior to abrasive blasting. To validate contractor claims of pre-existing profile greater than allowed. This procedure may necessitate combinations of wet abrasive blasting.
3 Pre-Application Testing for Surface Cleanliness Apply coatings to dust free surfaces. Provide two additional tests for each failed test or questionable test. SULFATE AND NITRATE IONS ON STEEL AND COATED SURFACES. Following abrasive blasting. divided equally between horizontal and vertical welds. and Local mandated regulations. Attach test tapes to Daily Inspection Reports.6. ]One or more readings greater than 3 micrograms per square centimeter of chlorides or 10 micrograms per square centimeter of sulfates or 5 micrograms per square centimeter of nitrates is evidence of soluble salt contamination. Reject contaminated surfaces.6. require 30 percent of tests to be accomplished at welds. SECTION 09 97 13. the tape should show little or no dust.2 Pre-Application Testing for Soluble Salts Contamination ************************************************************************** NOTE: On new structures.6. or other contaminant.7. allow to dry.6 Disposal of Used Abrasive Dispose of used abrasive off Government property in accordance with Federal. Label all test tubes and retain for test verification.27 Page 29 . 3. 3. ************************************************************************** Test surfaces for chloride contamination using the Test Kit described in TEST KIT FOR MEASURING CHLORIDE. 3.7. State. When surfaces are reblasted for any reason. Test all surfaces at rate of three tests for the first 100 square meters 1000 square feet plus one test for each additional 200 square meters 2000 square feet or part thereof.6. ][Perform 30 percent of tests on bare steel at welds. corroded areas should also be tested for high chlorides. retest profile as specified. Measure profile at rate of three test areas for the first 100 square meters 1000 square feet plus one test area for each additional 100 square meters 1000 square feet or part thereof. except that only questionable areas need be checked for beading of water misted onto surface.ASTM D 7127. Reblast tested and cleaned areas as required.7. To test surfaces. Reject contaminated surfaces and retest. When removed. Test surfaces at rate of three tests for the first 100 square meters 1000 square feet plus one test for each additional 100 square meters 1000 square feet or part thereof. and re-test until all required tests show allowable results. Record all measurements required in this standard.6. On structures that have been in service. apply strip of clear adhesive tape to surface and rub onto surface with finger. using Rmax as the measure of profile height. remove dust and debris by vacuum cleaning.7 3. blast abrasive. [Concentrate testing of bare steel at areas of coating failure to bare steel and areas of corrosion pitting. Do not attempt to wipe surface clean. 3.1 Pre-Application Testing For Surface Contamination Pre-Application Testing for Oil and Grease Contamination Ensure surfaces are free of contamination as described in paragraph PRE-PREPARATION TESTING FOR OIL AND GREASE CONTAMINATION. wash as discussed in paragraph PRE-PREPARATION TESTING FOR SOLUBLE SALTS CONTAMINATION.
1 MIXING AND APPLICATION OF SEALANT AND COATING SYSTEM Preparation of Sealant and Coating Materials for Application Each of the sealant. Mix materials in same temperature and humidity conditions specified in paragraph DELIVERY AND STORAGE. Mix polyurethane coating materials in same temperature conditions specified in paragraph DELIVERY AND STORAGE. or alter mix ratios. including weekends.7. Do not mix partial kits. Precooling or exterior icing of components for at least 24 hours to a minimum of 10 degrees C 50 degrees F in hot climates will extend pot life.3 Pot Life Apply mixed products within stated pot life for each product.1. Contractor work hours should allow for such during coating application. Do not add solvent to extend pot life. or alter mix ratios. Following are approximate pot life times: Sealant Epoxy primer and intermediate materials Polyurethane topcoat materials 3. The polyurethane coating material is moisture sensitive and any introduction of moisture or water into the material during mixing or application will shorten usable pot life. 3. intermediate. only thorough agitation of the mixed material.7 3. Do not add solvent without specific written recommendation from the manufacturer. Stop applying when material becomes difficult to apply in a smooth. For every 10 degrees C 18 degrees F rise in temperature. and for every 10 degrees C 18 degrees F drop it is approximately doubled. primer. and topcoat materials is a two-component material supplied in separate containers. No induction time is required. Pot life is based on standard conditions at 21 degrees C 70 degrees F and 50 percent relative humidity. uniform wet film.27 Page 30 . SECTION 09 97 13. which may differ for each product.7. Other factors such as the shape of the container and volume of mixed material may also affect pot life. The very strict requirements on application conditions and recoat windows may require work during abnormal hours. High humidity at time of mixing and application shortens pot life of the Polyurethane topcoat material.7.7.1 Mixing Sealant. Allow mixed material to stand for the required induction time based on its temperature. Usable pot life depends on the temperature of the material at the time of mixing and the sustained temperature at the time of application. 3.7. 3. Application Conditions and Recoat Windows ************************************************************************** NOTE: These new requirements are provided in an attempt to prevent the significant number of intercoat delamination failures that are frequently found on industrial structures.4 As specified by manufacturer 4 hours 2 hours. pot life is reduced by approximately half.2 Mixing Topcoat Material Do not mix partial kits. Use a mixer that does not create a vortex. Add all required solvent at time of mixing.1.3.1. Primer and Intermediate Coat Materials Mix in accordance with manufacturer's instructions.1.
apply FILL COAT if required to fill sanding marks. apply next coat within 24 hours. provide GLOSS REMOVAL. stripe coat. Missing more than one RECOAT WINDOW may require complete removal of coating if maximum total coating thickness requirements cannot be achieved.************************************************************************** ************************************************************************** NOTE: Cold-weather application is not covered by this specification. If conditions do not allow for orderly application of sealant. If next planned coat is topcoat. Sanding marks from GLOSS REMOVAL of intermediate coat reflecting through topcoat will be considered as noncompliant. insulation. primer. If coating is not applied during RECOAT WINDOW. and are intended to avoid the delamination problems frequently found on industrial structures. Apply FILL COAT within 24 hours of GLOSS REMOVAL. A cold-weather specification should not be used to simply save money. as the coating system will generally not have the same longevity as one applied within 60-100 degrees F. use appropriate means of controlling air and surface temperatures. as required. heating or cooling. Plan coating application to ensure that specified temperature. the minimum and maximum primer and intermediate coat thickness may be adjusted to accommodate a FILL COAT. Partial or total enclosures. It is not intended that contractors be forced to apply coatings in cold weather. or if surface temperature exceeds 49 degrees C 120 degrees F between applications. requirements for total epoxy coating thickness and total coating thickness will not be modified. Maintain air and steel surface temperature between 16 and 38 degrees C 60 and 100 degrees F during application and the first four hours of cure for epoxy coats and the first eight hours of cure for polyurethane coats. RECOAT WINDOWS EPOXY OVER EPOXY SECTION 09 97 13. If a RECOAT WINDOW is missed. humidity. and condensation conditions are met. then apply topcoat within RECOAT WINDOW of FILL COAT. however. ************************************************************************** The application condition requirements for the coating system are very time and temperature sensitive. intermediate coat and topcoat. Apply each coat during appropriate RECOAT WINDOW of preceding coat. Maintain steel surface temperature more than 3 degrees C 5 degrees F above the dew-point of the ambient air for the same period. the underlying premise is that coatings must be applied within the specified temperature ranges. then the enclosure and heating requirements may be significant. Use Table entitled "RECOAT WINDOWS" to determine appropriate recoat windows for each coat after the initial coat. however. If a project is designed for coating in cold weather.27 Page 31 . or other appropriate measures may be required to control conditions to allow for orderly application of all required coats.
at 50 to 75 microns 2 to 3 mils DFT. If surface temperature goes above 38 degrees C 100 degrees F. measure and record temperatures every half hour.) 8-48 6-48 4-36 3-24 2-12 1-2 The temperature ranges shown in the table above are for determining recoat windows. FILL COAT .RECOAT WINDOWS 16-21 Temperature 60-70 degrees C Temperature degrees F 22-27 71-80 28-32 12-36 33-38 91-100 39-43 101-110 44-49 111-120 RECOAT WINDOW (Hrs. hand sand in a linear fashion to remove SECTION 09 97 13. Choose recoat window based on the highest surface temperature that was sustained for one or more hours between coats.) 24-72 18-60 16-48 12-36 8-18 4-6 POLYURETHANE OVER EPOXY 16-21 22-27 Temperature 60-70 71-80 degrees C Temperature degrees F 28-32 12-36 33-38 91-100 39-43 101-110 44-49 111-120 RECOAT WINDOW (Hrs. then apply next specified full coat within recoat window of FILL COAT. Measure and record air and surface temperatures on hourly basis to determine appropriate recoat windows. GLOSS REMOVAL . This applies to the entire time between coats. A FILL COAT may be used to adjust coating thickness to comply with requirements or to fill sanding marks in intermediate coat.Where required.) 24-96 24-72 16-48 12-36 10-24 8-16 POLYURETHANE OVER POLYURETHANE 16-21 Temperature 60-70 degrees C Temperature degrees F 22-27 71-80 28-32 12-36 33-38 91-100 39-43 101-110 44-49 111-120 RECOAT WINDOW (Hrs.Where indicated. apply coat of intermediate coat epoxy.27 Page 32 .
The cleanliness. 3. stripe coat material may be delivered by spray if followed immediately with brush-out and approved procedures include appropriate controls on thickness. Concern for intercoat contamination should be continually prevalent. For convenience. epoxy coat. or to define extent of contamination for appropriate treatment. and spot testing should be accomplished to verify satisfactory conditions. 3. Apply all other coats by spray application.3 Application of Coating System and Joint Sealant Apply Apply coatings in accordance with SSPC PA 1 and as specified herein. coatings to surfaces that meet all stated surface preparation requirements.7. This testing may be reduced to one half of the prescribed rate for bare steel if the testing indicates no contamination when sampling is evenly distributed over surfaces being tested.gloss using 120-200 grit wet/dry sandpaper. and airborne paint containment requirements may necessitate the use of enclosures. recoat windows. Apply each coat in a consistent wet film. Cover or protect all surfaces that will not be coated. revert to the specified testing rate. or polyurethane topcoat for amine blush contamination using the Test Kit described in paragraph TEST KIT FOR IDENTIFYING AMINE BLUSH ON EPOXY SURFACES. temperature. Generally. After application of primer coat and prior to application of each subsequent coat. Test all surfaces at rate of three tests for the first 100 square meters 1000 square feet plus one test for each additional 200 square meters 2000 square feet or part thereof. perform testing prescribed in paragraph PRE-APPLICATION TESTING FOR SURFACE CONTAMINATION. as necessary. repair in accordance with paragraph PROCEDURE FOR HOLIDAY AND SPOT REPAIRS OF NEWLY APPLIED COATING. If steel is exposed during GLOSS REMOVAL. to ensure minimal intercoat contamination. Remove any identified contamination using an approved procedure. GLOSS REMOVAL of primer coat is to scarify surface and shall consist of removal of approximately 25 microns 1 mil of coating.7. or other appropriate controls. prior to application of FILL COAT. SECTION 09 97 13.2 Amine Blush Testing of Epoxy Coat Prior to Overcoating Test epoxy surfaces prior to application of roof joint sealant. oil and grease contamination and soluble salts contamination are not encountered if subsequent coats are applied within specified recoat windows and unusual atmospheric events do not occur.27 Page 33 . If contamination is found between coats. followed by solvent wiping with a clean rag soaked with denatured alcohol to remove all dust. at 90 degrees to previous coat. ************************************************************************** NOTE: Maximum thickness measurements are to limit internal stresses in each coat and in total system. GLOSS REMOVAL of intermediate coat may include removal of up to 75 microns 3 mils of coating to avoid excess thickness. Ensure that primer and intermediate coat "cold joints" are no less than 150 mm six inches from welds. Apply stripe coat by brush. Such atmospheric events as a coastal storm blowing onshore can bring unusual chloride contamination. Use appropriate controls to prevent airborne coating fog from drifting beyond[ [three][_____] meters [15][_____] feet from the structure perimeter] [the tank berm]. perform sufficient testing to verify non-contamination. Where visual examination or spot testing indicates contamination. portable shelters.
and welds.4 Non-skid for Stairs and Top Where non-skid is required.7. apply a second intermediate coat.3.27 Page 34 .7.2 Application of Stripe Coat Apply a stripe coat of intermediate coat epoxy material within RECOAT WINDOW of primer. 3. angles.3. and onto outside corners and angles. ************************************************************************** Apply coatings at the following specified thickness: Coat Primer Intermediate Top Total system Minimum DFT (Microns) 75 75 50 200 Maximum DFT (Microns) 125 125 75 325 Coat Primer Intermediate Top Total system 3. This system is limited to 12 mils to allow for maintenance overcoating without creating excessive film build.7. allowing sufficient dry time to allow application of intermediate coat within RECOAT WINDOW of primer. can cause premature failure as the coating ages. Maintain constant agitation of paint pot to ensure that zinc does not settle in container. and immediately follow with application of non-skid grit.Internal stresses of epoxy and polyurethane coatings on steel can be significant. broadcast at the rate of 2 pounds per 100 square feet. maintaining paint supply container height within 1 meter 3 feet of the paint nozzle for applying zinc primer. crevices.1 Minimum DFT (Mils) 3 3 2 8 Maximum DFT (Mils) 5 5 3 13 Application of Primer Apply primer coat. working material into corners.3 Application of Intermediate Coat Apply intermediate coat within RECOAT WINDOW of primer coat. 3. Such failures as shrinkage cracking and delamination. are common. and unless limited through thickness.3. and backroll. either from the substrate or between coats. Apply topcoat as specified. 3. Apply by brush. SECTION 09 97 13.7.3.
regardless of curing time allowed. Apply sealant within 48 hours of application of the topcoat. Prepare defective area in accordance with SSPC SP 10/NACE No.7. of narrow joints. Consult manufacturer for thinning and application procedures for anticipated temperature. Apply each coat within RECOAT WINDOW of preceeding coat. Apply topcoat to intermediate coat and feather to prepared topcoat. and feather coating as required to leave 100 mm 4 inches of each succeeding coat feathered and abraded.3.3. 3. For heavily trafficked areas. and touch-up with topcoat after appropriate cure of the sealant. to make touch-ups that might be required later. Apply topcoat within RECOAT WINDOW of intermediate coat.8 PROJECT IDENTIFICATION At the completion of the work. cleanliness between coats.7 Procedure for Holiday and Spot Repairs of Newly Applied Coating Repair coating film defects at the earliest practicable time.6 Application of Joint Sealant Apply joint sealant to back-to-back steel joints that are less that 3/8 inches wide and are not seal welded.7.3. Observe all requirements for soluble salts contamination. 3. 2.7. 3. provide cushioned mats for additional protection. and wind conditions.7.3. or each side. Remove dust and solvent wipe the prepared area plus an additional 100 mm 4 inches beyond the prepared area with clean denatured alcohol.3. Within four hours of preparation. stencil the following information on the [structure ][tank exterior adjacent to the main manway opening ]in 3/4 to one inch Helvetica style letters of contrasting color using acrylic stencil paint: Date exterior coated: Project Number: Contractor: Address: Coating System Surface Prep: SSPC SP ____ Profile: ______ Primer: __________________ Thickness: ____ Intermediate: ____________ Thickness: ____ SECTION 09 97 13. apply zinc-rich primer to prepared steel and feather onto prepared primer.8 Structure Occupancy After Coating Application Use clean canvas or other approved shoe covers when walking on coated surfaces. preferably before application of the succeeding coat. Touch-up blemishes and defects within recoat window of polyurethane topcoat. Apply each repair coat to approximate thickness of surrounding coating system.5 Application of Topcoat Make all required repairs to primer and intermediate coats as specified in paragraph entitled "Procedure for Holiday and Spot Repairs of Newly Applied Coating" prior to applying topcoat. and application conditions.27 Page 35 . humidity. Protect adjacent areas from damage and overspray. Apply sealant to top and bottom. from the same batch used to coat structure. Apply intermediate coat to primed area and feather to prepared intermediate area. The polyurethane topcoat may require multiple passes to achieve desired aesthetics and required thickness. Retain sample of polyurethane topcoat. 3.
Method.9. f. Determination of compliance.00 40 QUALITY CONTROL. Purpose (required or special). b. Document Contractor's compliance with the approved Coating Work Plan. and during completion activities as specified in Section 01 45 00. During surface preparation. or when changes occur. Document each inspection and test. Note location.27 Page 36 . b.2 3.00 10 01 45 00.00 20 01 45 00. During coating application and the first four days of initial cure. during all coating repair work. surface preparation. e. Results. c. every hour. c. and remove marks prior to coating. every two hours or when changes occur. 3. as well as those inspections and tests deemed prudent from on-site evaluation to document a particular process or condition. g.00 20 01 45 00.00 10 01 45 00.9. Criteria for evaluation. as specified in Section 01 45 00. d. Do not use any wax or grease based markers. Collect and record Environmental Conditions as described in ASTM D 3276 on a 24 hour basis.2. d. List of required rework.Topcoat: _________________ Thickness: ____ Total Thickness: _________ 3. The Coating Inspector shall provide complete documentation of conditions and occurrences on the job site. Observations.1 Coating Inspector The coating inspector shall be considered a QC Specialist and shall report to the QC Manager. as well as any tools or instruments that the inspector considers necessary to perform the required inspections and tests. The requirements for inspection listed in this Section are in addition to the QC inspection and reporting requirements specified in Section 01 45 00. Provide all tools and instruments required to perform the required testing.9. The Coating Inspector shall be present during all pre-preparation testing. initial cure of the coating system. h.00 40 QUALITY CONTROL.00 40 QUALITY CONTROL. and temperature of the highest and lowest surface temperatures each day. time. Use a non-contact thermometer to locate temperature extremes. coating application.00 10 01 45 00. use chalk for marking bare steel. including required hold points and other required inspections and tests.9 FIELD QUALITY CONTROL For marking of tank surfaces.1 Field Inspection Inspection Requirements Perform field inspection in accordance with ASTM D 3276 and the approved Coating Work Plan.00 20 01 45 00. 3. then SECTION 09 97 13. and be aware of conditions and occurrences that are potentially detrimental to the coating system. or any other markers that leave a residue or stain. and water based markers for marking coated surfaces. Location or area. as follows: a. as follows: a.
9. The data may be in any format. Restore existing facilities in and around the work areas to their original condition. 3. operational within its design range.4 Inspection Logbook A continuous record of all activity related to this Section shall be maintained in an Inspection Logbook on a daily basis. Remove temporary connections to Government or Contractor furnished water and electrical services.2.27 Page 37 . remove debris. and all issues that were reported for rework in accordance with QC procedures of Section 01 45 00. and results of on-site calibration performed. including manufacturer. Submit report within 24 hours of date recorded on the report. TABLE 1 COATING QUALITY CONFORMANCE INSPECTION REQUIREMENTS SECTION 09 97 13. and calibrated as required by the specified standard for use of each device. Show acceptance criteria with each requirement and indication of conformity of each inspected item.9.5 Inspection Equipment All equipment shall be in good condition.2 Inspection Report Forms Develop project-specific report forms as required to report measurements. and materials from the site. last calibration date and future calibration date.10 FINAL CLEANUP Following completion of the work. 3.00 10 01 45 00. Note all non-compliance issues. Each report shall be signed by the coating inspector and the QC Manager. This includes all direct requirements of the contract documents and indirect requirements of referenced documents.verify with contact thermometers. Document Contractors compliance with the approved Coating Work Plan. serial number. The Coating Inspector's Logbook that is sold by NACE is satisfactory.00 40 QUALITY CONTROL.3 Daily Inspection Reports Submit one copy of daily inspection report completed each day when performing work under this Section.9. The logbook shall be hard or spiral bound with consecutively numbered pages.9. model number. equipment. and shall be used to record all information provided in the Daily Inspection Reports. and observations being complete and and conforming to contract requirements.00 20 01 45 00. to the Contracting Officer. Submit the original Inspection Logbook to the Contracting Officer upon completion of the project and prior to final payment. 3. Document all equipment used in inspections and testing.2. 3.2. 3. test results. as well as other pertinent observations and information.2. but must be legible and presented so that entered data can be quickly compared to the appropriate requirement.
Pigment content. Grams/liter VOC. Max.4 8. Degrees C Flashpoint.3 3.4 ----500 --- ----2. 73 degrees F Dry hard time.7 3. Micrometers Sag resistance.7 1. Mils VOC.40 28.5 37.0 8. hours at 23 degrees C. Degrees F Consistency. Min.TABLE 1 Table Ia .5 NOTES: Test methods as specified in MIL-DTL-24441.8 53.87 7. 73 degrees F Sag resistance. percent (zinc dust) Volatiles.30 27.80 23. grams Set to touch time.91 24. percent Non-volatile vehicle percent Weight. Max.8 100 250 --- 8.Zinc-rich Epoxy Primer Coat MIL-DTL-24441/19 Formula 159 Test Componenent A Component B Mixed Min.4 --------- 8. hours at 23 degrees C.4 ----150 --- ----2.3 57. Pounds/gallon Flashpoint. SECTION 09 97 13. Min.3 35.5 --- --- 42. Kilograms/liter Weight. Max.01 8.6 96 ----- 44. Pounds/gallon --- --- 81. 73 degrees F Pot life.5 85.4 ----300 2 --- --- --- --- --- 8 ----------- ----------- ----------- ----------- 4 300 12 ----- ------304 2. hours at 23 degrees C.7 0.27 Page 38 .
hours at 23 degrees C.35 11.0 38.0 23. Mixed Min. 73 degrees F Sag resistance. 73 degrees F Dry hard time.7 3 --- --- --- --- --- 8 4 --- 4 --- --- --- 35.4 11.0 17.0 33. Mils 44.Epoxy Intermediate Coat MIL-DTL-24441/31 Formula 152 Type IV (White (Tinted)) Test Componenent A Component B Min. Degrees C Flashpoint. percent of pigment Pot life.6 --- 320 1.0 --- --- 29.3 --- --- 180 1.0 49.0 49. Max. Pounds/gallon Set to touch time. . Degrees F Titanium dioxide.0 21. Hegman Flashpoint. percent Volatiles.45 12.5 16.8 --- 470 1. Max.1 --- 300 1.29 10. Min. Micrometers Sag resistance.3 --- 0. percent Non-volatile vehicle percent Coarse particles.5 35.8 100 ----- --------- ------4 --------- ----- ----- ----- ----- 300 12 ----- SECTION 09 97 13.39 11. 73 degrees F Fineness of grind. Pigment content. hours at 23 degrees C.0 44. grams Weight. hours at 23 degrees C.TABLE 1 COATING QUALITY CONFORMANCE INSPECTION REQUIREMENTS Table Ib. Max.27 Page 39 .0 ----- ----- --- 0.3 --- 180 1.5 96 91 --- --------- 37.34 11. percent Consistency. Kilograms/liter Weight.2 --- 245 1.
Min.0 Gloss 60 degree specular gloss SECTION 09 97 13. --. percent Viscosity Fineness of grind. Max. Grams/liter VOC.098 --- ------- ------- ------- ------- 35 ----- --340 2. Pounds/gallon GENERAL NOTES: --- TABLE 1 --- --- --- --- Conform --- --- --- --- . ------7 --Max. 60 degree specular VOC. 3 mils DFT Gloss. TABLE I COATING QUALITY CONFORMANCE INSPECTION REQUIREMENTS Table Ic . refer to specific requirements of MIL-DTL-24441/31.Polyurethane TopcoatMIL-PRF-85285 Type II (White and Colors) Test Componenent A Component B Min. Hegman Drying to touch (See Note 2) Dry-hard (See Note 2) VOC. grams per liter Color ------- ------- ------- ------- ----- 8 340 delta E+-1. percent Course particles.8 Test methods as specified in MIL-DTL-24441.Color of dry film to approximate color of FED-STD-595 color 27778 Contrast ratio. Max.5 See Note 1 --4 Moisture content. at 75 micrometers.27 Page 40 . ----------2 ----------------------------Mixed Min. Where "Conform" is indicated.
shall be as follows: Time from mix (minimum) Maximum time through a No.6 and table I).95 ------------------90 45 --Conform Conform Conform Conform Conform Conform 0. except those marked with "*". Where "Conform" is indicated.06 0. 4 Ford cup.4 Viscosity and Pot Life.1 Drying Time. When applied by spray techniques and when tested in accordance with ASTM D 1640. of MIL-PRF-85285. when tested in accordance with ASTM D 1200 through a No.7.06 0. 4 Ford Cup 30 seconds 60 seconds No gel --------------------------------------------------------------------------------------------------15 0. SECTION 09 97 13.6.00 Initially 2 hours 4 hours (2) Modify paragraph 3. of MIL-PRF-85285 as follows: The viscosity of the admixed coating.TABLE I Gloss Semi-gloss Opacity Flexibility Fluid resistance Heat resistance (cure) Solvent resistance (cure) Condition in container Odor Lead percent Cadmium percent Chromium percent NOTES: (1) Modify paragraph 3. the coating shall be set-to-touch within four hours and dry-hard within eight hours (see 4.27 Page 41 . GENERAL NOTES: Test methods as specified in MIL-PRF-85285. refer to specific requirements of MIL-PRF-85285.
End of Section -- SECTION 09 97 13.27 Page 42 .-.
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