811Description

811.01 DESCRIPTION. Furnish cleaning, surface preparation, containment,

collection, sampling and testing, storage and disposal of waste, and application of paints and other protective coatings for metals and other materials.

811.02 Acronyms and Abbrevi Ations.

AISC American Institute of Steel Construction ALARA As Low as Reasonably Achievable BADCT Best Available Demonstrated Control Technology CAS Coating Application Specialist CFR United States Code of Federal Regulations DFT Dry Film Thickness DIR Daily Inspection Report EPA Environmental Protection Agency HEPA High Efficiency Particulate Air LAC Louisiana Administrative Code MSDS Material Safety Data Sheet NACE National Association of Corrosion Engineers NTPEP National Transportation Product Evaluation Program NIOSH National Institute for Occupational Safety and Health PEL Permissible Exposure Limits QA Quality Assurance QC Quality Control QCS Quality Control Supervisor RCRA Resource Conservation Recovery Act SSPC Society for Protective Coatings TCLP Toxicity Characteristics Leaching Procedure TSP Total Suspended Particulate

811.03 MATERIALS. Unless otherwise specified, use a Zinc Paint System from

the Approved Materials List for painting new and existing metals to be painted. Provide organic zinc primer compatible with the inorganic zinc primer as a repair and stripe coat component; and provi de an intermediate coat compatible with both the inorganic and organic zinc primers. The paint supplier will certify at the time of Painting and Protective Coatings

811.01 DESCRIPTION. Furnish cleaning, surface preparation, containment,

collection, sampling and testing, storage and disposal of waste, and application of paints and other protective coatings for metals and other materials.

811.02 Acronyms and Abbrevi Ations.

AISC American Institute of Steel Construction ALARA As Low as Reasonably Achievable BADCT Best Available Demonstrated Control Technology CAS Coating Application Specialist CFR United States Code of Federal Regulations DFT Dry Film Thickness DIR Daily Inspection Report EPA Environmental Protection Agency HEPA High Efficiency Particulate Air LAC Louisiana Administrative Code MSDS Material Safety Data Sheet NACE National Association of Corrosion Engineers NTPEP National Transportation Product Evaluation Program NIOSH National Institute for Occupational Safety and Health PEL Permissible Exposure Limits QA Quality Assurance QC Quality Control QCS Quality Control Supervisor RCRA Resource Conservation Recovery Act SSPC Society for Protective Coatings TCLP Toxicity Characteristics Leaching Procedure TSP Total Suspended Particulate

811.03 MATERIALS. Unless otherwise specified, use a Zinc Paint System from

the Approved Materials List for painting new and existing metals to be painted. Provide organic zinc primer compatible with the inorganic zinc primer as a repair and stripe coat component; and provi de an intermediate coat compatible with both the inorganic and organic zinc primers. The paint supplier will certify at the time of Painting and Protective Coatings

811.01 DESCRIPTION. Furnish cleaning, surface preparation, containment,

collection, sampling and testing, storage and disposal of waste, and application of paints and other protective coatings for metals and other materials.

811.02 Acronyms and Abbrevi Ations.

AISC American Institute of Steel Construction ALARA As Low as Reasonably Achievable BADCT Best Available Demonstrated Control Technology CAS Coating Application Specialist CFR United States Code of Federal Regulations DFT Dry Film Thickness DIR Daily Inspection Report EPA Environmental Protection Agency HEPA High Efficiency Particulate Air LAC Louisiana Administrative Code MSDS Material Safety Data Sheet NACE National Association of Corrosion Engineers NTPEP National Transportation Product Evaluation Program NIOSH National Institute for Occupational Safety and Health PEL Permissible Exposure Limits QA Quality Assurance QC Quality Control QCS Quality Control Supervisor RCRA Resource Conservation Recovery Act SSPC Society for Protective Coatings TCLP Toxicity Characteristics Leaching Procedure TSP Total Suspended Particulate

811.03 MATERIALS. Unless otherwise specified, use a Zinc Paint System from

the Approved Materials List for painting new and existing metals to be painted. Provide organic zinc primer compatible with the inorganic zinc primer as a repair and stripe coat component; and provi de an intermediate coat compatible with both the inorganic and organic zinc primers. The paint supplier will certify at the time of paint approval, the materials (primers & intermediate coats) are compatible and will not affect the performance of the whole system as tested by NTPEP. Show the paint system to be used on shop or working drawings. Use only one paint system from one manufacturer for the entire structure without modifications. Top coat colors shall be as defined in Table 811 -1. When spot paintin g or zone painting existing metals, match existing top coat color. Table 811-1 Top Coat Federal Color Number Description Federal Standard 595C Black (Steel) 17038 Silver (Steel) 17178 Dark Bronze (Steel) 30040 Weathering (Steel) 30045 Khaki (Steel) 30372 Gray (Concrete) 36440 Gray (Steel) 36463 Provide coating systems with visibly contrasting color tint for each full coat and stripe coat. Provide anti-skid surface, compatible with the paint system and recommended by the manufacturer unless otherwise specified , on stair treads , walkway surfaces, platforms , and landings. Coating materials shall not be used until the Project E ngineer has inspected the materials and each batch of paint has been tested by the DOTD Materials and Testing Section and accepted. Paints Section 1008 Cold Tar Epoxy -Polyamide Paint 1008.04 Cold Galvanizing Repair Compound 1008.05 Maintenance Overcoating of Steel Bridges 1008.08 Abrasives : Use properly sized abrasives to achieve the required cleanliness and surface profile. Use abrasives meeting the requirements of SSPC -AB1, Mineral and Slag Abrasives ; SSPC -AB2, Cleanliness of Recycled Ferrous Metallic Abrasives ; or SSPC -AB3, Newly Manufactured or Re-Manufactured Steel Abrasive . Do not introduce any contamination that interferes with the coating application and performance, including chloride s and other salts. For field applications, abrasives delivered to project site shall be new and conform to SSPC -AB3. Once used during the work, abrasives may be recycled provided the resulting c onductivity and cleanliness conform to SSPC -AB2. Select a sample from each recycling machine in use and conduct the water -soluble contaminant and oil content tests outlined in SSPC -AB2 at least one time each week or more frequently , if directed. Conduct the non-abrasive residue and lead content tests as directed by the Project Engineer. If test results do not meet requirements, notify the Project Engineer immediately, remove and replace the abrasive, clean the recycling equipment, and conduct tests each day to confirm the equipment is functioning properly. Return to the weekly testing interval when directed. Caulk: Unless otherwise specified, use caulks that are paintable, compatible with the coating system , and recommended by the coating manufacturer . Provide caulk conforming to Federal Specification TT-S-00230 C, Type II, Class A. For painted metalwork, use caulk colored to contrast the color of the intermediate and top coats. For unpainted and painted sections of weathering steel, use caulk colored to match the color of the weathered steel in accordance with Table 811 -1. Penetrating Sealer : Use low viscosity 100 percent solids un -pigmented epoxy recommended by the coating manufacturer. Rust Preventative Compound : Use a Class 3 rust preventative compound meeting the requirements of Military Specification MIL-C-11796C, Corrosion Preventative Compound, Petrolatum, Hot-Applied . Soluble Salts Test Kit: Use a soluble salts test kit in accordance with SSPC -Guide 15 utilizing Multi -Step Ion -Specific Methods. Ensure the test patch/cell or sleeve creates a sealed , encapsulated environment during ion extraction and is suitable for testing all structural steel surfaces. A Fully Automated Conductivity Measuring Technique may be allowed, subject to acceptance by the Project Engineer. Thinners, Solvents, and Cleaners : Use thinners, solvents , and cleaners listed on the coating manufacturer’s product data sheet. For overcoating systems, use thinners, solvents, and cleaners that do not damage the existing coating system or inhibit the performance of the newly applied coatings .

811.04 EQUIPMENT. Store equipment to prevent access to the structure by

unauthorized personnel during non -work hours. Provide containment equipment with air filtration systems with new unused filters, and purged of contaminants prior to delivery to the project site. Prior to removal of equipment from the project site, remove air filtration filters and purge equipment of contaminants. Notify the Project Engineer prior to removal of equipment from projec t site. For field applications, abrasives delivered to project site shall be new and conform to SSPC -AB3. Once used during the work, abrasives may be recycled provided the resulting c onductivity and cleanliness conform to SSPC -AB2. Select a sample from each recycling machine in use and conduct the water -soluble contaminant and oil content tests outlined in SSPC -AB2 at least one time each week or more frequently , if directed. Conduct the non-abrasive residue and lead content tests as directed by the Project Engineer. If test results do not meet requirements, notify the Project Engineer immediately, remove and replace the abrasive, clean the recycling equipment, and conduct tests each day to confirm the equipment is functioning properly. Return to the weekly testing interval when directed. Caulk: Unless otherwise specified, use caulks that are paintable, compatible with the coating system , and recommended by the coating manufacturer . Provide caulk conforming to Federal Specification TT-S-00230 C, Type II, Class A. For painted metalwork, use caulk colored to contrast the color of the intermediate and top coats. For unpainted and painted sections of weathering steel, use caulk colored to match the color of the weathered steel in accordance with Table 811 -1. Penetrating Sealer : Use low viscosity 100 percent solids un -pigmented epoxy recommended by the coating manufacturer. Rust Preventative Compound : Use a Class 3 rust preventative compound meeting the requirements of Military Specification MIL-C-11796C, Corrosion Preventative Compound, Petrolatum, Hot-Applied . Soluble Salts Test Kit: Use a soluble salts test kit in accordance with SSPC -Guide 15 utilizing Multi -Step Ion -Specific Methods. Ensure the test patch/cell or sleeve creates a sealed , encapsulated environment during ion extraction and is suitable for testing all structural steel surfaces. A Fully Automated Conductivity Measuring Technique may be allowed, subject to acceptance by the Project Engineer. Thinners, Solvents, and Cleaners : Use thinners, solvents , and cleaners listed on the coating manufacturer’s product data sheet. For overcoating systems, use thinners, solvents, and cleaners that do not damage the existing coating system or inhibit the performance of the newly applied coatings .

811.04 EQUIPMENT. Store equipment to prevent access to the structure by

unauthorized personnel during non -work hours. Provide containment equipment with air filtration systems with new unused filters, and purged of contaminants prior to delivery to the project site. Prior to removal of equipment from the project site, remove air filtration filters and purge equipment of contaminants. Notify the Project Engineer prior to removal of equipment from projec t site.

811.04.1 Compressed Air: Use a compressed air system capable of

delivering clean, dry, continuous nozzle pressure to achieve the required surface cleanliness and profile or spray pattern. The system shall comply with the instructions and recommendations of the manufacturer of the abrasive blasting system and coating application system.

811.04.2 Abrasive Blast System: Design the blasting system to produce

the specified cleanliness and profile. For shop applications, centrifugal wheel blaster is allowed.

811.04.3 Coatin g Application System: Use the coating application

equipment in accordance with the coating manufacturer’s product data requirements.

811.04.4 Scaffolding and Containment Systems: Equip with rubber

rollers or other protection to reduce damage to painted surfac es. No erection of containment or scaffolding equipment is allowed until acceptance of the containment systems submittal.

811.05 Submittals.

Conform to Section 801 . Provide submittals as applicable to the specified work to be performed. Unless otherwise specified, provide submittals to the Project Engineer , and at least 30 calendar days before beginning work. Copy the Project Engineer on submittals directed elsewhere. Resubmittals shall be complete submittals and not partial of corrected items. Maintain a copy of all submittals on site throughout the duration of the contract.

811.05.1 Qualifications: Maintain certifications for the duration of the

contract. If the certifications expire or become invalid, do not perform work until reissuance of certifications. Notify the Project Engineer of any change in certification status. Provide results of audits or inve stigations occurring during the contract duration to the Project Engineer within one day of receiving results. Delay in work due to non -conformance with this section will be at no additional cost or time to the Department. Submit for record the following information as a minimum:

811.05.1 1 Shop: Submit AISC certification for shops performing

cleaning and painting operations on existing steel.

811.05.1 2 Cleaning and Painting Contractor: Submit

documentation showing the contractor performing field cleaning and painting work is certified by SSPC to the requirements of SSPC -QP1 and SSPC -QP2.

811.05.1 3 Blasters and Painters: For field work provide at least the

811.04.1 Compressed Air: Use a compressed air system capable of

delivering clean, dry, continuous nozzle pressure to achieve the required surface cleanliness and profile or spray pattern. The system shall comply with the instructions and recommendations of the manufacturer of the abrasive blasting system and coating application system.

811.04.2 Abrasive Blast System: Design the blasting system to produce

the specified cleanliness and profile. For shop applications, centrifugal wheel blaster is allowed.

811.04.3 Coatin g Application System: Use the coating application

equipment in accordance with the coating manufacturer’s product data requirements.

811.04.4 Scaffolding and Containment Systems: Equip with rubber

rollers or other protection to reduce damage to painted surfac es. No erection of containment or scaffolding equipment is allowed until acceptance of the containment systems submittal.

811.05 Submittals.

Conform to Section 801 . Provide submittals as applicable to the specified work to be performed. Unless otherwise specified, provide submittals to the Project Engineer , and at least 30 calendar days before beginning work. Copy the Project Engineer on submittals directed elsewhere. Resubmittals shall be complete submittals and not partial of corrected items. Maintain a copy of all submittals on site throughout the duration of the contract.

811.05.1 Qualifications: Maintain certifications for the duration of the

contract. If the certifications expire or become invalid, do not perform work until reissuance of certifications. Notify the Project Engineer of any change in certification status. Provide results of audits or inve stigations occurring during the contract duration to the Project Engineer within one day of receiving results. Delay in work due to non -conformance with this section will be at no additional cost or time to the Department. Submit for record the following information as a minimum:

811.05.1 1 Shop: Submit AISC certification for shops performing

cleaning and painting operations on existing steel.

811.05.1 2 Cleaning and Painting Contractor: Submit

documentation showing the contractor performing field cleaning and painting work is certified by SSPC to the requirements of SSPC -QP1 and SSPC -QP2.

811.05.1 3 Blasters and Painters: For field work provide at least the

811.04.1 Compressed Air: Use a compressed air system capable of

delivering clean, dry, continuous nozzle pressure to achieve the required surface cleanliness and profile or spray pattern. The system shall comply with the instructions and recommendations of the manufacturer of the abrasive blasting system and coating application system.

811.04.2 Abrasive Blast System: Design the blasting system to produce

the specified cleanliness and profile. For shop applications, centrifugal wheel blaster is allowed.

811.04.3 Coatin g Application System: Use the coating application

equipment in accordance with the coating manufacturer’s product data requirements.

811.04.4 Scaffolding and Containment Systems: Equip with rubber

rollers or other protection to reduce damage to painted surfac es. No erection of containment or scaffolding equipment is allowed until acceptance of the containment systems submittal.

811.05 Submittals.

Conform to Section 801 . Provide submittals as applicable to the specified work to be performed. Unless otherwise specified, provide submittals to the Project Engineer , and at least 30 calendar days before beginning work. Copy the Project Engineer on submittals directed elsewhere. Resubmittals shall be complete submittals and not partial of corrected items. Maintain a copy of all submittals on site throughout the duration of the contract.

811.05.1 Qualifications: Maintain certifications for the duration of the

contract. If the certifications expire or become invalid, do not perform work until reissuance of certifications. Notify the Project Engineer of any change in certification status. Provide results of audits or inve stigations occurring during the contract duration to the Project Engineer within one day of receiving results. Delay in work due to non -conformance with this section will be at no additional cost or time to the Department. Submit for record the following information as a minimum:

811.05.1 1 Shop: Submit AISC certification for shops performing

cleaning and painting operations on existing steel.

811.05.1 2 Cleaning and Painting Contractor: Submit

documentation showing the contractor performing field cleaning and painting work is certified by SSPC to the requirements of SSPC -QP1 and SSPC -QP2.

811.05.1 3 Blasters and Painters: For field work provide at least the

811.04.1 Compressed Air: Use a compressed air system capable of

delivering clean, dry, continuous nozzle pressure to achieve the required surface cleanliness and profile or spray pattern. The system shall comply with the instructions and recommendations of the manufacturer of the abrasive blasting system and coating application system.

811.04.2 Abrasive Blast System: Design the blasting system to produce

the specified cleanliness and profile. For shop applications, centrifugal wheel blaster is allowed.

811.04.3 Coatin g Application System: Use the coating application

equipment in accordance with the coating manufacturer’s product data requirements.

811.04.4 Scaffolding and Containment Systems: Equip with rubber

rollers or other protection to reduce damage to painted surfac es. No erection of containment or scaffolding equipment is allowed until acceptance of the containment systems submittal.

811.05 Submittals.

Conform to Section 801 . Provide submittals as applicable to the specified work to be performed. Unless otherwise specified, provide submittals to the Project Engineer , and at least 30 calendar days before beginning work. Copy the Project Engineer on submittals directed elsewhere. Resubmittals shall be complete submittals and not partial of corrected items. Maintain a copy of all submittals on site throughout the duration of the contract.

811.05.1 Qualifications: Maintain certifications for the duration of the

contract. If the certifications expire or become invalid, do not perform work until reissuance of certifications. Notify the Project Engineer of any change in certification status. Provide results of audits or inve stigations occurring during the contract duration to the Project Engineer within one day of receiving results. Delay in work due to non -conformance with this section will be at no additional cost or time to the Department. Submit for record the following information as a minimum:

811.05.1 1 Shop: Submit AISC certification for shops performing

cleaning and painting operations on existing steel.

811.05.1 2 Cleaning and Painting Contractor: Submit

documentation showing the contractor performing field cleaning and painting work is certified by SSPC to the requirements of SSPC -QP1 and SSPC -QP2.

811.05.1 3 Blasters and Painters: For field work provide at least the

811.04.1 Compressed Air: Use a compressed air system capable of

delivering clean, dry, continuous nozzle pressure to achieve the required surface cleanliness and profile or spray pattern. The system shall comply with the instructions and recommendations of the manufacturer of the abrasive blasting system and coating application system.

811.04.2 Abrasive Blast System: Design the blasting system to produce

the specified cleanliness and profile. For shop applications, centrifugal wheel blaster is allowed.

811.04.3 Coatin g Application System: Use the coating application

equipment in accordance with the coating manufacturer’s product data requirements.

811.04.4 Scaffolding and Containment Systems: Equip with rubber

rollers or other protection to reduce damage to painted surfac es. No erection of containment or scaffolding equipment is allowed until acceptance of the containment systems submittal.

811.05 Submittals.

Conform to Section 801 . Provide submittals as applicable to the specified work to be performed. Unless otherwise specified, provide submittals to the Project Engineer , and at least 30 calendar days before beginning work. Copy the Project Engineer on submittals directed elsewhere. Resubmittals shall be complete submittals and not partial of corrected items. Maintain a copy of all submittals on site throughout the duration of the contract.

811.05.1 Qualifications: Maintain certifications for the duration of the

contract. If the certifications expire or become invalid, do not perform work until reissuance of certifications. Notify the Project Engineer of any change in certification status. Provide results of audits or inve stigations occurring during the contract duration to the Project Engineer within one day of receiving results. Delay in work due to non -conformance with this section will be at no additional cost or time to the Department. Submit for record the following information as a minimum:

811.05.1 1 Shop: Submit AISC certification for shops performing

cleaning and painting operations on existing steel.

811.05.1 2 Cleaning and Painting Contractor: Submit

documentation showing the contractor performing field cleaning and painting work is certified by SSPC to the requirements of SSPC -QP1 and SSPC -QP2.

811.05.1 3 Blasters and Painters: For field work provide at least the

811.04.1 Compressed Air: Use a compressed air system capable of

delivering clean, dry, continuous nozzle pressure to achieve the required surface cleanliness and profile or spray pattern. The system shall comply with the instructions and recommendations of the manufacturer of the abrasive blasting system and coating application system.

811.04.2 Abrasive Blast System: Design the blasting system to produce

the specified cleanliness and profile. For shop applications, centrifugal wheel blaster is allowed.

811.04.3 Coatin g Application System: Use the coating application

equipment in accordance with the coating manufacturer’s product data requirements.

811.04.4 Scaffolding and Containment Systems: Equip with rubber

rollers or other protection to reduce damage to painted surfac es. No erection of containment or scaffolding equipment is allowed until acceptance of the containment systems submittal.

811.05 Submittals.

Conform to Section 801 . Provide submittals as applicable to the specified work to be performed. Unless otherwise specified, provide submittals to the Project Engineer , and at least 30 calendar days before beginning work. Copy the Project Engineer on submittals directed elsewhere. Resubmittals shall be complete submittals and not partial of corrected items. Maintain a copy of all submittals on site throughout the duration of the contract.

811.05.1 Qualifications: Maintain certifications for the duration of the

contract. If the certifications expire or become invalid, do not perform work until reissuance of certifications. Notify the Project Engineer of any change in certification status. Provide results of audits or inve stigations occurring during the contract duration to the Project Engineer within one day of receiving results. Delay in work due to non -conformance with this section will be at no additional cost or time to the Department. Submit for record the following information as a minimum:

811.05.1 1 Shop: Submit AISC certification for shops performing

cleaning and painting operations on existing steel.

811.05.1 2 Cleaning and Painting Contractor: Submit

documentation showing the contractor performing field cleaning and painting work is certified by SSPC to the requirements of SSPC -QP1 and SSPC -QP2.

811.05.1 3 Blasters and Painters: For field work provide at least the

811.04.1 Compressed Air: Use a compressed air system capable of

delivering clean, dry, continuous nozzle pressure to achieve the required surface cleanliness and profile or spray pattern. The system shall comply with the instructions and recommendations of the manufacturer of the abrasive blasting system and coating application system.

811.04.2 Abrasive Blast System: Design the blasting system to produce

the specified cleanliness and profile. For shop applications, centrifugal wheel blaster is allowed.

811.04.3 Coatin g Application System: Use the coating application

equipment in accordance with the coating manufacturer’s product data requirements.

811.04.4 Scaffolding and Containment Systems: Equip with rubber

rollers or other protection to reduce damage to painted surfac es. No erection of containment or scaffolding equipment is allowed until acceptance of the containment systems submittal.

811.05 Submittals.

Conform to Section 801 . Provide submittals as applicable to the specified work to be performed. Unless otherwise specified, provide submittals to the Project Engineer , and at least 30 calendar days before beginning work. Copy the Project Engineer on submittals directed elsewhere. Resubmittals shall be complete submittals and not partial of corrected items. Maintain a copy of all submittals on site throughout the duration of the contract.

811.05.1 Qualifications: Maintain certifications for the duration of the

contract. If the certifications expire or become invalid, do not perform work until reissuance of certifications. Notify the Project Engineer of any change in certification status. Provide results of audits or inve stigations occurring during the contract duration to the Project Engineer within one day of receiving results. Delay in work due to non -conformance with this section will be at no additional cost or time to the Department. Submit for record the following information as a minimum:

811.05.1 1 Shop: Submit AISC certification for shops performing

cleaning and painting operations on existing steel.

811.05.1 2 Cleaning and Painting Contractor: Submit

documentation showing the contractor performing field cleaning and painting work is certified by SSPC to the requirements of SSPC -QP1 and SSPC -QP2.

811.05.1 3 Blasters and Painters: For field work provide at least the

811.04.1 Compressed Air: Use a compressed air system capable of

delivering clean, dry, continuous nozzle pressure to achieve the required surface cleanliness and profile or spray pattern. The system shall comply with the instructions and recommendations of the manufacturer of the abrasive blasting system and coating application system.

811.04.2 Abrasive Blast System: Design the blasting system to produce

the specified cleanliness and profile. For shop applications, centrifugal wheel blaster is allowed.

811.04.3 Coatin g Application System: Use the coating application

equipment in accordance with the coating manufacturer’s product data requirements.

811.04.4 Scaffolding and Containment Systems: Equip with rubber

rollers or other protection to reduce damage to painted surfac es. No erection of containment or scaffolding equipment is allowed until acceptance of the containment systems submittal.

811.05 Submittals.

Conform to Section 801 . Provide submittals as applicable to the specified work to be performed. Unless otherwise specified, provide submittals to the Project Engineer , and at least 30 calendar days before beginning work. Copy the Project Engineer on submittals directed elsewhere. Resubmittals shall be complete submittals and not partial of corrected items. Maintain a copy of all submittals on site throughout the duration of the contract.

811.05.1 Qualifications: Maintain certifications for the duration of the

contract. If the certifications expire or become invalid, do not perform work until reissuance of certifications. Notify the Project Engineer of any change in certification status. Provide results of audits or inve stigations occurring during the contract duration to the Project Engineer within one day of receiving results. Delay in work due to non -conformance with this section will be at no additional cost or time to the Department. Submit for record the following information as a minimum:

811.05.1 1 Shop: Submit AISC certification for shops performing

cleaning and painting operations on existing steel.

811.05.1 2 Cleaning and Painting Contractor: Submit

documentation showing the contractor performing field cleaning and painting work is certified by SSPC to the requirements of SSPC -QP1 and SSPC -QP2.

811.05.1 3 Blasters and Painters: For field work provide at least the

811.04.1 Compressed Air: Use a compressed air system capable of

delivering clean, dry, continuous nozzle pressure to achieve the required surface cleanliness and profile or spray pattern. The system shall comply with the instructions and recommendations of the manufacturer of the abrasive blasting system and coating application system.

811.04.2 Abrasive Blast System: Design the blasting system to produce

the specified cleanliness and profile. For shop applications, centrifugal wheel blaster is allowed.

811.04.3 Coatin g Application System: Use the coating application

equipment in accordance with the coating manufacturer’s product data requirements.

811.04.4 Scaffolding and Containment Systems: Equip with rubber

rollers or other protection to reduce damage to painted surfac es. No erection of containment or scaffolding equipment is allowed until acceptance of the containment systems submittal.

811.05 Submittals.

Conform to Section 801 . Provide submittals as applicable to the specified work to be performed. Unless otherwise specified, provide submittals to the Project Engineer , and at least 30 calendar days before beginning work. Copy the Project Engineer on submittals directed elsewhere. Resubmittals shall be complete submittals and not partial of corrected items. Maintain a copy of all submittals on site throughout the duration of the contract.

811.05.1 Qualifications: Maintain certifications for the duration of the

contract. If the certifications expire or become invalid, do not perform work until reissuance of certifications. Notify the Project Engineer of any change in certification status. Provide results of audits or inve stigations occurring during the contract duration to the Project Engineer within one day of receiving results. Delay in work due to non -conformance with this section will be at no additional cost or time to the Department. Submit for record the following information as a minimum:

811.05.1 1 Shop: Submit AISC certification for shops performing

cleaning and painting operations on existing steel.

811.05.1 2 Cleaning and Painting Contractor: Submit

documentation showing the contractor performing field cleaning and painting work is certified by SSPC to the requirements of SSPC -QP1 and SSPC -QP2.

811.05.1 3 Blasters and Painters: For field work provide at least the

811.04.1 Compressed Air: Use a compressed air system capable of

delivering clean, dry, continuous nozzle pressure to achieve the required surface cleanliness and profile or spray pattern. The system shall comply with the instructions and recommendations of the manufacturer of the abrasive blasting system and coating application system.

811.04.2 Abrasive Blast System: Design the blasting system to produce

the specified cleanliness and profile. For shop applications, centrifugal wheel blaster is allowed.

811.04.3 Coatin g Application System: Use the coating application

equipment in accordance with the coating manufacturer’s product data requirements.

811.04.4 Scaffolding and Containment Systems: Equip with rubber

rollers or other protection to reduce damage to painted surfac es. No erection of containment or scaffolding equipment is allowed until acceptance of the containment systems submittal.

811.05 Submittals.

Conform to Section 801 . Provide submittals as applicable to the specified work to be performed. Unless otherwise specified, provide submittals to the Project Engineer , and at least 30 calendar days before beginning work. Copy the Project Engineer on submittals directed elsewhere. Resubmittals shall be complete submittals and not partial of corrected items. Maintain a copy of all submittals on site throughout the duration of the contract.

811.05.1 Qualifications: Maintain certifications for the duration of the

contract. If the certifications expire or become invalid, do not perform work until reissuance of certifications. Notify the Project Engineer of any change in certification status. Provide results of audits or inve stigations occurring during the contract duration to the Project Engineer within one day of receiving results. Delay in work due to non -conformance with this section will be at no additional cost or time to the Department. Submit for record the following information as a minimum:

811.05.1 1 Shop: Submit AISC certification for shops performing

cleaning and painting operations on existing steel.

811.05.1 2 Cleaning and Painting Contractor: Submit

documentation showing the contractor performing field cleaning and painting work is certified by SSPC to the requirements of SSPC -QP1 and SSPC -QP2.

811.05.1 3 Blasters and Painters: For field work provide at least the

minimum number of CAS required under SSPC -QP1 requirements.

811.05.1 4 Contractor’s License and Certifications: For contractor

licensing requirements comply with 102.02 . Upon receipt of apparent low bidder notification , provide to the Department’s Project Control Section a current copy of the appropriate certification s from SSPC within 10 working days : SSPC -QP1, Standard Procedure for Evaluating Qualifications of Painting Contractors (Field Application to Complex Structures) . SSPC -QP2, Standard Procedures for Evaluating the Qualifications of Painting Contractors to Remove Hazardous Paint, prior to Notice to Proceed.

811.05.1 5 Quality Control Inspectors for Field Work: Submit for

record the name and qualifications of the personnel performing quality control. The Quality Control Supervisor shall be ce rtified as a NACE CIP (Coating Inspector Program) Level 3 and have a minimum of three years of experience as a Quality Control Supervisor on bridge painting projects while certified. Additional inspectors shall report directly to the Quality Control Inspe ctor and shall be certified as a NACE CIP (Coating Inspector Program) Level 1 or a SSPC BCI (Bridge Coating Inspector) Level 1 and have a minimum of two years of experience as a coating inspector on bridge painting projects while certified.

811.05.1 6 OSHA Competent Persons: Submit for review training

documentation and certifications for the designated OSHA Competent Persons. For field application involving lead paint removal, submit for review the designated primary and back -up Competent Persons responsible for the observation and monitoring of work activities and to oversee the implementation of the Compliance Plan, Environmental Protection Plan, Waste Handling Plan, and Containment performance. At a minimum, the designated Competent Persons shall have the SSPC C3 Supervisor/Competent Person Training for Deleading of Industria l Structures, any required SSPC C5 refresher courses, and have three years field experience in industrial lead paint removal. The designated primary Competent Person shall not be a member of the production crew (Superintendent, Forman, Quality Control Inspector, Blaster, Painter, etc.) and shall not have additional responsibilities that prevent the fulfillment of the responsibilities of the Competent Person. In the event the primary Competent Person is absent from the project site, the designated back -up Competent Person will be the acting Competent Person and perform the duties of the primary Competent Person. No hazardous waste generating, handling, storage, or disposal activities may be performed without the presence of the designated primary or back -up Competent Persons on the project site to observe these activities.

811.05.2 Permits: Submit for review all required permits and applications.

minimum number of CAS required under SSPC -QP1 requirements.

811.05.1 4 Contractor’s License and Certifications: For contractor

licensing requirements comply with 102.02 . Upon receipt of apparent low bidder notification , provide to the Department’s Project Control Section a current copy of the appropriate certification s from SSPC within 10 working days : SSPC -QP1, Standard Procedure for Evaluating Qualifications of Painting Contractors (Field Application to Complex Structures) . SSPC -QP2, Standard Procedures for Evaluating the Qualifications of Painting Contractors to Remove Hazardous Paint, prior to Notice to Proceed.

811.05.1 5 Quality Control Inspectors for Field Work: Submit for

record the name and qualifications of the personnel performing quality control. The Quality Control Supervisor shall be ce rtified as a NACE CIP (Coating Inspector Program) Level 3 and have a minimum of three years of experience as a Quality Control Supervisor on bridge painting projects while certified. Additional inspectors shall report directly to the Quality Control Inspe ctor and shall be certified as a NACE CIP (Coating Inspector Program) Level 1 or a SSPC BCI (Bridge Coating Inspector) Level 1 and have a minimum of two years of experience as a coating inspector on bridge painting projects while certified.

811.05.1 6 OSHA Competent Persons: Submit for review training

documentation and certifications for the designated OSHA Competent Persons. For field application involving lead paint removal, submit for review the designated primary and back -up Competent Persons responsible for the observation and monitoring of work activities and to oversee the implementation of the Compliance Plan, Environmental Protection Plan, Waste Handling Plan, and Containment performance. At a minimum, the designated Competent Persons shall have the SSPC C3 Supervisor/Competent Person Training for Deleading of Industria l Structures, any required SSPC C5 refresher courses, and have three years field experience in industrial lead paint removal. The designated primary Competent Person shall not be a member of the production crew (Superintendent, Forman, Quality Control Inspector, Blaster, Painter, etc.) and shall not have additional responsibilities that prevent the fulfillment of the responsibilities of the Competent Person. In the event the primary Competent Person is absent from the project site, the designated back -up Competent Person will be the acting Competent Person and perform the duties of the primary Competent Person. No hazardous waste generating, handling, storage, or disposal activities may be performed without the presence of the designated primary or back -up Competent Persons on the project site to observe these activities.

811.05.2 Permits: Submit for review all required permits and applications.

minimum number of CAS required under SSPC -QP1 requirements.

811.05.1 4 Contractor’s License and Certifications: For contractor

licensing requirements comply with 102.02 . Upon receipt of apparent low bidder notification , provide to the Department’s Project Control Section a current copy of the appropriate certification s from SSPC within 10 working days : SSPC -QP1, Standard Procedure for Evaluating Qualifications of Painting Contractors (Field Application to Complex Structures) . SSPC -QP2, Standard Procedures for Evaluating the Qualifications of Painting Contractors to Remove Hazardous Paint, prior to Notice to Proceed.

811.05.1 5 Quality Control Inspectors for Field Work: Submit for

record the name and qualifications of the personnel performing quality control. The Quality Control Supervisor shall be ce rtified as a NACE CIP (Coating Inspector Program) Level 3 and have a minimum of three years of experience as a Quality Control Supervisor on bridge painting projects while certified. Additional inspectors shall report directly to the Quality Control Inspe ctor and shall be certified as a NACE CIP (Coating Inspector Program) Level 1 or a SSPC BCI (Bridge Coating Inspector) Level 1 and have a minimum of two years of experience as a coating inspector on bridge painting projects while certified.

811.05.1 6 OSHA Competent Persons: Submit for review training

documentation and certifications for the designated OSHA Competent Persons. For field application involving lead paint removal, submit for review the designated primary and back -up Competent Persons responsible for the observation and monitoring of work activities and to oversee the implementation of the Compliance Plan, Environmental Protection Plan, Waste Handling Plan, and Containment performance. At a minimum, the designated Competent Persons shall have the SSPC C3 Supervisor/Competent Person Training for Deleading of Industria l Structures, any required SSPC C5 refresher courses, and have three years field experience in industrial lead paint removal. The designated primary Competent Person shall not be a member of the production crew (Superintendent, Forman, Quality Control Inspector, Blaster, Painter, etc.) and shall not have additional responsibilities that prevent the fulfillment of the responsibilities of the Competent Person. In the event the primary Competent Person is absent from the project site, the designated back -up Competent Person will be the acting Competent Person and perform the duties of the primary Competent Person. No hazardous waste generating, handling, storage, or disposal activities may be performed without the presence of the designated primary or back -up Competent Persons on the project site to observe these activities.

811.05.2 Permits: Submit for review all required permits and applications.

minimum number of CAS required under SSPC -QP1 requirements.

811.05.1 4 Contractor’s License and Certifications: For contractor

licensing requirements comply with 102.02 . Upon receipt of apparent low bidder notification , provide to the Department’s Project Control Section a current copy of the appropriate certification s from SSPC within 10 working days : SSPC -QP1, Standard Procedure for Evaluating Qualifications of Painting Contractors (Field Application to Complex Structures) . SSPC -QP2, Standard Procedures for Evaluating the Qualifications of Painting Contractors to Remove Hazardous Paint, prior to Notice to Proceed.

811.05.1 5 Quality Control Inspectors for Field Work: Submit for

record the name and qualifications of the personnel performing quality control. The Quality Control Supervisor shall be ce rtified as a NACE CIP (Coating Inspector Program) Level 3 and have a minimum of three years of experience as a Quality Control Supervisor on bridge painting projects while certified. Additional inspectors shall report directly to the Quality Control Inspe ctor and shall be certified as a NACE CIP (Coating Inspector Program) Level 1 or a SSPC BCI (Bridge Coating Inspector) Level 1 and have a minimum of two years of experience as a coating inspector on bridge painting projects while certified.

811.05.1 6 OSHA Competent Persons: Submit for review training

documentation and certifications for the designated OSHA Competent Persons. For field application involving lead paint removal, submit for review the designated primary and back -up Competent Persons responsible for the observation and monitoring of work activities and to oversee the implementation of the Compliance Plan, Environmental Protection Plan, Waste Handling Plan, and Containment performance. At a minimum, the designated Competent Persons shall have the SSPC C3 Supervisor/Competent Person Training for Deleading of Industria l Structures, any required SSPC C5 refresher courses, and have three years field experience in industrial lead paint removal. The designated primary Competent Person shall not be a member of the production crew (Superintendent, Forman, Quality Control Inspector, Blaster, Painter, etc.) and shall not have additional responsibilities that prevent the fulfillment of the responsibilities of the Competent Person. In the event the primary Competent Person is absent from the project site, the designated back -up Competent Person will be the acting Competent Person and perform the duties of the primary Competent Person. No hazardous waste generating, handling, storage, or disposal activities may be performed without the presence of the designated primary or back -up Competent Persons on the project site to observe these activities.

811.05.2 Permits: Submit for review all required permits and applications.

minimum number of CAS required under SSPC -QP1 requirements.

811.05.1 4 Contractor’s License and Certifications: For contractor

licensing requirements comply with 102.02 . Upon receipt of apparent low bidder notification , provide to the Department’s Project Control Section a current copy of the appropriate certification s from SSPC within 10 working days : SSPC -QP1, Standard Procedure for Evaluating Qualifications of Painting Contractors (Field Application to Complex Structures) . SSPC -QP2, Standard Procedures for Evaluating the Qualifications of Painting Contractors to Remove Hazardous Paint, prior to Notice to Proceed.

811.05.1 5 Quality Control Inspectors for Field Work: Submit for

record the name and qualifications of the personnel performing quality control. The Quality Control Supervisor shall be ce rtified as a NACE CIP (Coating Inspector Program) Level 3 and have a minimum of three years of experience as a Quality Control Supervisor on bridge painting projects while certified. Additional inspectors shall report directly to the Quality Control Inspe ctor and shall be certified as a NACE CIP (Coating Inspector Program) Level 1 or a SSPC BCI (Bridge Coating Inspector) Level 1 and have a minimum of two years of experience as a coating inspector on bridge painting projects while certified.

811.05.1 6 OSHA Competent Persons: Submit for review training

documentation and certifications for the designated OSHA Competent Persons. For field application involving lead paint removal, submit for review the designated primary and back -up Competent Persons responsible for the observation and monitoring of work activities and to oversee the implementation of the Compliance Plan, Environmental Protection Plan, Waste Handling Plan, and Containment performance. At a minimum, the designated Competent Persons shall have the SSPC C3 Supervisor/Competent Person Training for Deleading of Industria l Structures, any required SSPC C5 refresher courses, and have three years field experience in industrial lead paint removal. The designated primary Competent Person shall not be a member of the production crew (Superintendent, Forman, Quality Control Inspector, Blaster, Painter, etc.) and shall not have additional responsibilities that prevent the fulfillment of the responsibilities of the Competent Person. In the event the primary Competent Person is absent from the project site, the designated back -up Competent Person will be the acting Competent Person and perform the duties of the primary Competent Person. No hazardous waste generating, handling, storage, or disposal activities may be performed without the presence of the designated primary or back -up Competent Persons on the project site to observe these activities.

811.05.2 Permits: Submit for review all required permits and applications.

811.05.3 Project Contacts: Subm it for record the names and phone

numbers of designated project personnel and emergency contacts.

811.05.4 Abrasive Materials: Submit for record the name of the abrasive

manufacturer and specifications of the abrasives to be used. Provide abrasive sizes, along with supporting industry recommendations or previous project performance results, that selection will achieve the required cleanliness and surface profile. For shop application, submit to the Fabrication Inspector. Provide certification that the abrasives meet the cleanliness criteria under 811.03 .

811.05.5 Coating Application Method: Submit for review coatings and

application methods.

811.05.6 Paint System Manufacturer Information: For each paint

system, submit for review the following as a minimum. Provide Material Safety Data Sheets (MSDS) and paint manufacturer’s Product Data Sheet and Specifications including the following: • Name of the company that manufactures the paint. • Surface preparation recommendations or requirements. • Allowable atmospheric conditions during which the coating shall be applied including ambient temperature, relative humidity, surface temperature, and dew point temper ature. • Specific mixing instructions. • Thinner recommended and maximum thinning ratios to be used with each coating. • Allowable application methods and instructions. • Minimum and maximum dry film thickness per coat. • Primer, intermediate, and finish coat pot life at the anticipated application temperatures. • Minimum and maximum curing time between coats referenced to both atmospheric conditions and a confirming physical test for each coat. • Ventilation requirements. • Shelf life. • Maximum recoat window. • Manufacture r’s recommendations for remediation of excessive or deficient DFT.

811.05.7 System Compatibility: For painting new and existing metals,

submit for review to the Project Engineer selected products to be used on the project and any additional surface preparation requirements. Also, submit a letter from the coating manufacturer stating that surface treatm ent, water additives,

811.05.3 Project Contacts: Subm it for record the names and phone

numbers of designated project personnel and emergency contacts.

811.05.4 Abrasive Materials: Submit for record the name of the abrasive

manufacturer and specifications of the abrasives to be used. Provide abrasive sizes, along with supporting industry recommendations or previous project performance results, that selection will achieve the required cleanliness and surface profile. For shop application, submit to the Fabrication Inspector. Provide certification that the abrasives meet the cleanliness criteria under 811.03 .

811.05.5 Coating Application Method: Submit for review coatings and

application methods.

811.05.6 Paint System Manufacturer Information: For each paint

system, submit for review the following as a minimum. Provide Material Safety Data Sheets (MSDS) and paint manufacturer’s Product Data Sheet and Specifications including the following: • Name of the company that manufactures the paint. • Surface preparation recommendations or requirements. • Allowable atmospheric conditions during which the coating shall be applied including ambient temperature, relative humidity, surface temperature, and dew point temper ature. • Specific mixing instructions. • Thinner recommended and maximum thinning ratios to be used with each coating. • Allowable application methods and instructions. • Minimum and maximum dry film thickness per coat. • Primer, intermediate, and finish coat pot life at the anticipated application temperatures. • Minimum and maximum curing time between coats referenced to both atmospheric conditions and a confirming physical test for each coat. • Ventilation requirements. • Shelf life. • Maximum recoat window. • Manufacture r’s recommendations for remediation of excessive or deficient DFT.

811.05.7 System Compatibility: For painting new and existing metals,

submit for review to the Project Engineer selected products to be used on the project and any additional surface preparation requirements. Also, submit a letter from the coating manufacturer stating that surface treatm ent, water additives,

811.05.3 Project Contacts: Subm it for record the names and phone

numbers of designated project personnel and emergency contacts.

811.05.4 Abrasive Materials: Submit for record the name of the abrasive

manufacturer and specifications of the abrasives to be used. Provide abrasive sizes, along with supporting industry recommendations or previous project performance results, that selection will achieve the required cleanliness and surface profile. For shop application, submit to the Fabrication Inspector. Provide certification that the abrasives meet the cleanliness criteria under 811.03 .

811.05.5 Coating Application Method: Submit for review coatings and

application methods.

811.05.6 Paint System Manufacturer Information: For each paint

system, submit for review the following as a minimum. Provide Material Safety Data Sheets (MSDS) and paint manufacturer’s Product Data Sheet and Specifications including the following: • Name of the company that manufactures the paint. • Surface preparation recommendations or requirements. • Allowable atmospheric conditions during which the coating shall be applied including ambient temperature, relative humidity, surface temperature, and dew point temper ature. • Specific mixing instructions. • Thinner recommended and maximum thinning ratios to be used with each coating. • Allowable application methods and instructions. • Minimum and maximum dry film thickness per coat. • Primer, intermediate, and finish coat pot life at the anticipated application temperatures. • Minimum and maximum curing time between coats referenced to both atmospheric conditions and a confirming physical test for each coat. • Ventilation requirements. • Shelf life. • Maximum recoat window. • Manufacture r’s recommendations for remediation of excessive or deficient DFT.

811.05.7 System Compatibility: For painting new and existing metals,

submit for review to the Project Engineer selected products to be used on the project and any additional surface preparation requirements. Also, submit a letter from the coating manufacturer stating that surface treatm ent, water additives,

811.05.3 Project Contacts: Subm it for record the names and phone

numbers of designated project personnel and emergency contacts.

811.05.4 Abrasive Materials: Submit for record the name of the abrasive

manufacturer and specifications of the abrasives to be used. Provide abrasive sizes, along with supporting industry recommendations or previous project performance results, that selection will achieve the required cleanliness and surface profile. For shop application, submit to the Fabrication Inspector. Provide certification that the abrasives meet the cleanliness criteria under 811.03 .

811.05.5 Coating Application Method: Submit for review coatings and

application methods.

811.05.6 Paint System Manufacturer Information: For each paint

system, submit for review the following as a minimum. Provide Material Safety Data Sheets (MSDS) and paint manufacturer’s Product Data Sheet and Specifications including the following: • Name of the company that manufactures the paint. • Surface preparation recommendations or requirements. • Allowable atmospheric conditions during which the coating shall be applied including ambient temperature, relative humidity, surface temperature, and dew point temper ature. • Specific mixing instructions. • Thinner recommended and maximum thinning ratios to be used with each coating. • Allowable application methods and instructions. • Minimum and maximum dry film thickness per coat. • Primer, intermediate, and finish coat pot life at the anticipated application temperatures. • Minimum and maximum curing time between coats referenced to both atmospheric conditions and a confirming physical test for each coat. • Ventilation requirements. • Shelf life. • Maximum recoat window. • Manufacture r’s recommendations for remediation of excessive or deficient DFT.

811.05.7 System Compatibility: For painting new and existing metals,

submit for review to the Project Engineer selected products to be used on the project and any additional surface preparation requirements. Also, submit a letter from the coating manufacturer stating that surface treatm ent, water additives,

811.05.3 Project Contacts: Subm it for record the names and phone

numbers of designated project personnel and emergency contacts.

811.05.4 Abrasive Materials: Submit for record the name of the abrasive

manufacturer and specifications of the abrasives to be used. Provide abrasive sizes, along with supporting industry recommendations or previous project performance results, that selection will achieve the required cleanliness and surface profile. For shop application, submit to the Fabrication Inspector. Provide certification that the abrasives meet the cleanliness criteria under 811.03 .

811.05.5 Coating Application Method: Submit for review coatings and

application methods.

811.05.6 Paint System Manufacturer Information: For each paint

system, submit for review the following as a minimum. Provide Material Safety Data Sheets (MSDS) and paint manufacturer’s Product Data Sheet and Specifications including the following: • Name of the company that manufactures the paint. • Surface preparation recommendations or requirements. • Allowable atmospheric conditions during which the coating shall be applied including ambient temperature, relative humidity, surface temperature, and dew point temper ature. • Specific mixing instructions. • Thinner recommended and maximum thinning ratios to be used with each coating. • Allowable application methods and instructions. • Minimum and maximum dry film thickness per coat. • Primer, intermediate, and finish coat pot life at the anticipated application temperatures. • Minimum and maximum curing time between coats referenced to both atmospheric conditions and a confirming physical test for each coat. • Ventilation requirements. • Shelf life. • Maximum recoat window. • Manufacture r’s recommendations for remediation of excessive or deficient DFT.

811.05.7 System Compatibility: For painting new and existing metals,

submit for review to the Project Engineer selected products to be used on the project and any additional surface preparation requirements. Also, submit a letter from the coating manufacturer stating that surface treatm ent, water additives,

811.05.3 Project Contacts: Subm it for record the names and phone

numbers of designated project personnel and emergency contacts.

811.05.4 Abrasive Materials: Submit for record the name of the abrasive

manufacturer and specifications of the abrasives to be used. Provide abrasive sizes, along with supporting industry recommendations or previous project performance results, that selection will achieve the required cleanliness and surface profile. For shop application, submit to the Fabrication Inspector. Provide certification that the abrasives meet the cleanliness criteria under 811.03 .

811.05.5 Coating Application Method: Submit for review coatings and

application methods.

811.05.6 Paint System Manufacturer Information: For each paint

system, submit for review the following as a minimum. Provide Material Safety Data Sheets (MSDS) and paint manufacturer’s Product Data Sheet and Specifications including the following: • Name of the company that manufactures the paint. • Surface preparation recommendations or requirements. • Allowable atmospheric conditions during which the coating shall be applied including ambient temperature, relative humidity, surface temperature, and dew point temper ature. • Specific mixing instructions. • Thinner recommended and maximum thinning ratios to be used with each coating. • Allowable application methods and instructions. • Minimum and maximum dry film thickness per coat. • Primer, intermediate, and finish coat pot life at the anticipated application temperatures. • Minimum and maximum curing time between coats referenced to both atmospheric conditions and a confirming physical test for each coat. • Ventilation requirements. • Shelf life. • Maximum recoat window. • Manufacture r’s recommendations for remediation of excessive or deficient DFT.

811.05.7 System Compatibility: For painting new and existing metals,

submit for review to the Project Engineer selected products to be used on the project and any additional surface preparation requirements. Also, submit a letter from the coating manufacturer stating that surface treatm ent, water additives, coatings, penetrating sealer, caulking, and filler materials to be used are compatible and will not affect the performance of the whole system as tested by NTPEP. For maintenance of existing coatings, submit for review to the Project Engineer a letter from the coatin g manufacturer stating that surface treatment, water additives, coatings, penetrating sealer, caulking, and filler materials to be used are compatible.

811.05.8 Quality Control Plan: Submit a Quality Control Plan including

the following as a minimum:

811.05.8 1 Shop Preparation and Application: Submit for review a

quality control plan that is to be followed on the project to the Department’s Fabrication Inspector.

811.05.8 2 Field Preparation and Application: Submit for review a

current Corporate Quality Control Plan conforming to SSPC -QP1, Standard Procedure for Evaluating Qualifications of Painting Contractors (Field Application to Complex Structures) and/or SSPC -QP2, Standard Procedure for Evaluating the Qualifications of Painting Cont ractors to Remove Hazardous Paint certifications as appropriate. Submit for review a site specific Coating Quality Control Plan.

811.05.8 3 Protection of Adjacent Surfaces: Submit for record a

quality control plan for the protection of adjacent surfaces from damage by direct or indirect blasting and coating operations, including, but not limited to, machinery, wire ropes, cables, electrical conduits and conductors, grating, platforms, galvanized metals, aluminum or machined surfaces, vehicles, and other surfac es that may be damaged. Prevent blast media and dust contamination of mechanical systems, open gears, sheaves, wire ropes, seals, etc. Upon completion of blasting operations, clean these surfaces with approved solvents and re -grease to the satisfaction of the Project Engineer. Submit proposed repair procedures for review and acceptance prior to remediation action if damage occurs .

811.05.8 4 Quality Control Documentation: Submit for record

documentation specified in 811.06.5.2 . Submit docume ntation for each production day by the end of the following business day .

811.05.9 Pollution Control and Monitoring Plan: For field cleaning or

painting, submit as one document for review to the Project Engineer a written site specific compliance plan describing the means for complying with all federal, state, and local regulations including pollution control provisions specified herein. The written plan shall be in accordance with SSPC Project Design: Industrial Lead Paint Removal Handbook, Volume II, Phase 6; Environmental Monitoring. coatings, penetrating sealer, caulking, and filler materials to be used are compatible and will not affect the performance of the whole system as tested by NTPEP. For maintenance of existing coatings, submit for review to the Project Engineer a letter from the coatin g manufacturer stating that surface treatment, water additives, coatings, penetrating sealer, caulking, and filler materials to be used are compatible.

811.05.8 Quality Control Plan: Submit a Quality Control Plan including

the following as a minimum:

811.05.8 1 Shop Preparation and Application: Submit for review a

quality control plan that is to be followed on the project to the Department’s Fabrication Inspector.

811.05.8 2 Field Preparation and Application: Submit for review a

current Corporate Quality Control Plan conforming to SSPC -QP1, Standard Procedure for Evaluating Qualifications of Painting Contractors (Field Application to Complex Structures) and/or SSPC -QP2, Standard Procedure for Evaluating the Qualifications of Painting Cont ractors to Remove Hazardous Paint certifications as appropriate. Submit for review a site specific Coating Quality Control Plan.

811.05.8 3 Protection of Adjacent Surfaces: Submit for record a

quality control plan for the protection of adjacent surfaces from damage by direct or indirect blasting and coating operations, including, but not limited to, machinery, wire ropes, cables, electrical conduits and conductors, grating, platforms, galvanized metals, aluminum or machined surfaces, vehicles, and other surfac es that may be damaged. Prevent blast media and dust contamination of mechanical systems, open gears, sheaves, wire ropes, seals, etc. Upon completion of blasting operations, clean these surfaces with approved solvents and re -grease to the satisfaction of the Project Engineer. Submit proposed repair procedures for review and acceptance prior to remediation action if damage occurs .

811.05.8 4 Quality Control Documentation: Submit for record

documentation specified in 811.06.5.2 . Submit docume ntation for each production day by the end of the following business day .

811.05.9 Pollution Control and Monitoring Plan: For field cleaning or

painting, submit as one document for review to the Project Engineer a written site specific compliance plan describing the means for complying with all federal, state, and local regulations including pollution control provisions specified herein. The written plan shall be in accordance with SSPC Project Design: Industrial Lead Paint Removal Handbook, Volume II, Phase 6; Environmental Monitoring. coatings, penetrating sealer, caulking, and filler materials to be used are compatible and will not affect the performance of the whole system as tested by NTPEP. For maintenance of existing coatings, submit for review to the Project Engineer a letter from the coatin g manufacturer stating that surface treatment, water additives, coatings, penetrating sealer, caulking, and filler materials to be used are compatible.

811.05.8 Quality Control Plan: Submit a Quality Control Plan including

the following as a minimum:

811.05.8 1 Shop Preparation and Application: Submit for review a

quality control plan that is to be followed on the project to the Department’s Fabrication Inspector.

811.05.8 2 Field Preparation and Application: Submit for review a

current Corporate Quality Control Plan conforming to SSPC -QP1, Standard Procedure for Evaluating Qualifications of Painting Contractors (Field Application to Complex Structures) and/or SSPC -QP2, Standard Procedure for Evaluating the Qualifications of Painting Cont ractors to Remove Hazardous Paint certifications as appropriate. Submit for review a site specific Coating Quality Control Plan.

811.05.8 3 Protection of Adjacent Surfaces: Submit for record a

quality control plan for the protection of adjacent surfaces from damage by direct or indirect blasting and coating operations, including, but not limited to, machinery, wire ropes, cables, electrical conduits and conductors, grating, platforms, galvanized metals, aluminum or machined surfaces, vehicles, and other surfac es that may be damaged. Prevent blast media and dust contamination of mechanical systems, open gears, sheaves, wire ropes, seals, etc. Upon completion of blasting operations, clean these surfaces with approved solvents and re -grease to the satisfaction of the Project Engineer. Submit proposed repair procedures for review and acceptance prior to remediation action if damage occurs .

811.05.8 4 Quality Control Documentation: Submit for record

documentation specified in 811.06.5.2 . Submit docume ntation for each production day by the end of the following business day .

811.05.9 Pollution Control and Monitoring Plan: For field cleaning or

painting, submit as one document for review to the Project Engineer a written site specific compliance plan describing the means for complying with all federal, state, and local regulations including pollution control provisions specified herein. The written plan shall be in accordance with SSPC Project Design: Industrial Lead Paint Removal Handbook, Volume II, Phase 6; Environmental Monitoring. coatings, penetrating sealer, caulking, and filler materials to be used are compatible and will not affect the performance of the whole system as tested by NTPEP. For maintenance of existing coatings, submit for review to the Project Engineer a letter from the coatin g manufacturer stating that surface treatment, water additives, coatings, penetrating sealer, caulking, and filler materials to be used are compatible.

811.05.8 Quality Control Plan: Submit a Quality Control Plan including

the following as a minimum:

811.05.8 1 Shop Preparation and Application: Submit for review a

quality control plan that is to be followed on the project to the Department’s Fabrication Inspector.

811.05.8 2 Field Preparation and Application: Submit for review a

current Corporate Quality Control Plan conforming to SSPC -QP1, Standard Procedure for Evaluating Qualifications of Painting Contractors (Field Application to Complex Structures) and/or SSPC -QP2, Standard Procedure for Evaluating the Qualifications of Painting Cont ractors to Remove Hazardous Paint certifications as appropriate. Submit for review a site specific Coating Quality Control Plan.

811.05.8 3 Protection of Adjacent Surfaces: Submit for record a

quality control plan for the protection of adjacent surfaces from damage by direct or indirect blasting and coating operations, including, but not limited to, machinery, wire ropes, cables, electrical conduits and conductors, grating, platforms, galvanized metals, aluminum or machined surfaces, vehicles, and other surfac es that may be damaged. Prevent blast media and dust contamination of mechanical systems, open gears, sheaves, wire ropes, seals, etc. Upon completion of blasting operations, clean these surfaces with approved solvents and re -grease to the satisfaction of the Project Engineer. Submit proposed repair procedures for review and acceptance prior to remediation action if damage occurs .

811.05.8 4 Quality Control Documentation: Submit for record

documentation specified in 811.06.5.2 . Submit docume ntation for each production day by the end of the following business day .

811.05.9 Pollution Control and Monitoring Plan: For field cleaning or

painting, submit as one document for review to the Project Engineer a written site specific compliance plan describing the means for complying with all federal, state, and local regulations including pollution control provisions specified herein. The written plan shall be in accordance with SSPC Project Design: Industrial Lead Paint Removal Handbook, Volume II, Phase 6; Environmental Monitoring. coatings, penetrating sealer, caulking, and filler materials to be used are compatible and will not affect the performance of the whole system as tested by NTPEP. For maintenance of existing coatings, submit for review to the Project Engineer a letter from the coatin g manufacturer stating that surface treatment, water additives, coatings, penetrating sealer, caulking, and filler materials to be used are compatible.

811.05.8 Quality Control Plan: Submit a Quality Control Plan including

the following as a minimum:

811.05.8 1 Shop Preparation and Application: Submit for review a

quality control plan that is to be followed on the project to the Department’s Fabrication Inspector.

811.05.8 2 Field Preparation and Application: Submit for review a

current Corporate Quality Control Plan conforming to SSPC -QP1, Standard Procedure for Evaluating Qualifications of Painting Contractors (Field Application to Complex Structures) and/or SSPC -QP2, Standard Procedure for Evaluating the Qualifications of Painting Cont ractors to Remove Hazardous Paint certifications as appropriate. Submit for review a site specific Coating Quality Control Plan.

811.05.8 3 Protection of Adjacent Surfaces: Submit for record a

quality control plan for the protection of adjacent surfaces from damage by direct or indirect blasting and coating operations, including, but not limited to, machinery, wire ropes, cables, electrical conduits and conductors, grating, platforms, galvanized metals, aluminum or machined surfaces, vehicles, and other surfac es that may be damaged. Prevent blast media and dust contamination of mechanical systems, open gears, sheaves, wire ropes, seals, etc. Upon completion of blasting operations, clean these surfaces with approved solvents and re -grease to the satisfaction of the Project Engineer. Submit proposed repair procedures for review and acceptance prior to remediation action if damage occurs .

811.05.8 4 Quality Control Documentation: Submit for record

documentation specified in 811.06.5.2 . Submit docume ntation for each production day by the end of the following business day .

811.05.9 Pollution Control and Monitoring Plan: For field cleaning or

painting, submit as one document for review to the Project Engineer a written site specific compliance plan describing the means for complying with all federal, state, and local regulations including pollution control provisions specified herein. The written plan shall be in accordance with SSPC Project Design: Industrial Lead Paint Removal Handbook, Volume II, Phase 6; Environmental Monitoring. coatings, penetrating sealer, caulking, and filler materials to be used are compatible and will not affect the performance of the whole system as tested by NTPEP. For maintenance of existing coatings, submit for review to the Project Engineer a letter from the coatin g manufacturer stating that surface treatment, water additives, coatings, penetrating sealer, caulking, and filler materials to be used are compatible.

811.05.8 Quality Control Plan: Submit a Quality Control Plan including

the following as a minimum:

811.05.8 1 Shop Preparation and Application: Submit for review a

quality control plan that is to be followed on the project to the Department’s Fabrication Inspector.

811.05.8 2 Field Preparation and Application: Submit for review a

current Corporate Quality Control Plan conforming to SSPC -QP1, Standard Procedure for Evaluating Qualifications of Painting Contractors (Field Application to Complex Structures) and/or SSPC -QP2, Standard Procedure for Evaluating the Qualifications of Painting Cont ractors to Remove Hazardous Paint certifications as appropriate. Submit for review a site specific Coating Quality Control Plan.

811.05.8 3 Protection of Adjacent Surfaces: Submit for record a

quality control plan for the protection of adjacent surfaces from damage by direct or indirect blasting and coating operations, including, but not limited to, machinery, wire ropes, cables, electrical conduits and conductors, grating, platforms, galvanized metals, aluminum or machined surfaces, vehicles, and other surfac es that may be damaged. Prevent blast media and dust contamination of mechanical systems, open gears, sheaves, wire ropes, seals, etc. Upon completion of blasting operations, clean these surfaces with approved solvents and re -grease to the satisfaction of the Project Engineer. Submit proposed repair procedures for review and acceptance prior to remediation action if damage occurs .

811.05.8 4 Quality Control Documentation: Submit for record

documentation specified in 811.06.5.2 . Submit docume ntation for each production day by the end of the following business day .

811.05.9 Pollution Control and Monitoring Plan: For field cleaning or

painting, submit as one document for review to the Project Engineer a written site specific compliance plan describing the means for complying with all federal, state, and local regulations including pollution control provisions specified herein. The written plan shall be in accordance with SSPC Project Design: Industrial Lead Paint Removal Handbook, Volume II, Phase 6; Environmental Monitoring. coatings, penetrating sealer, caulking, and filler materials to be used are compatible and will not affect the performance of the whole system as tested by NTPEP. For maintenance of existing coatings, submit for review to the Project Engineer a letter from the coatin g manufacturer stating that surface treatment, water additives, coatings, penetrating sealer, caulking, and filler materials to be used are compatible.

811.05.8 Quality Control Plan: Submit a Quality Control Plan including

the following as a minimum:

811.05.8 1 Shop Preparation and Application: Submit for review a

quality control plan that is to be followed on the project to the Department’s Fabrication Inspector.

811.05.8 2 Field Preparation and Application: Submit for review a

current Corporate Quality Control Plan conforming to SSPC -QP1, Standard Procedure for Evaluating Qualifications of Painting Contractors (Field Application to Complex Structures) and/or SSPC -QP2, Standard Procedure for Evaluating the Qualifications of Painting Cont ractors to Remove Hazardous Paint certifications as appropriate. Submit for review a site specific Coating Quality Control Plan.

811.05.8 3 Protection of Adjacent Surfaces: Submit for record a

quality control plan for the protection of adjacent surfaces from damage by direct or indirect blasting and coating operations, including, but not limited to, machinery, wire ropes, cables, electrical conduits and conductors, grating, platforms, galvanized metals, aluminum or machined surfaces, vehicles, and other surfac es that may be damaged. Prevent blast media and dust contamination of mechanical systems, open gears, sheaves, wire ropes, seals, etc. Upon completion of blasting operations, clean these surfaces with approved solvents and re -grease to the satisfaction of the Project Engineer. Submit proposed repair procedures for review and acceptance prior to remediation action if damage occurs .

811.05.8 4 Quality Control Documentation: Submit for record

documentation specified in 811.06.5.2 . Submit docume ntation for each production day by the end of the following business day .

811.05.9 Pollution Control and Monitoring Plan: For field cleaning or

painting, submit as one document for review to the Project Engineer a written site specific compliance plan describing the means for complying with all federal, state, and local regulations including pollution control provisions specified herein. The written plan shall be in accordance with SSPC Project Design: Industrial Lead Paint Removal Handbook, Volume II, Phase 6; Environmental Monitoring. Include at least the following components: • Scaled map of the work site layout showing temporary waste storage areas, and staging areas. • Ambient air and personnel sampling frequency. • Site specific lead Health and Safety Plan (OSHA 29 CFR § 1926.62). • Site specific Environmental Protection Plan. • Waste water storage, sampling, treatment and disposal plan. • Hazardous material and solid waste handling, storage, sampling, and recycling plan. • Hazardous waste handling, storage, sampling, and disposal plan. • Qualifications and certifications of the testing laboratory; hazardous waste transporter; and the storage, treatment and disposal facility. • Reviewed and accepted Containment System Plan. Comply with Section 817 . • Plan for clean -up of soil and water contamination within the project limits.

811.05.10 Worker Protection Documentation: For field applications,

submit for record, as one document, a Worker Protection Plan demonstrating the incorporation of appropriate safety procedures for all hazards on the job site, whether specifically identified herein or not. Demonstrate compliance w ith the following as a minimum: NIOSH “National Institute for Occupational Safety and Health .” OSHA 29 CFR § 1910 Occupational Safety and Health Standards. OSHA 29 CFR § 1926 Safety and Health Regulations for Construction . 40 CFR 117, Determination of Reportable Quantities for Hazardous Substances NIOSH Method 7082; Lead . Working Over or Near Water [29 CFR § 106]. Submit records in accordance with 811.09.6 .

811.05.11 Worker Training Information: For cleaning and painting

existing steel, submit for record worke r training information for OSHA Interim Final Rule on Lead Exposure in Construction training. Include trainer name, trainer qualifications, location and time of training, and outline of training program.

811.05.12 Cleaning and Painting Activity Schedule: For fie ld

application, submit for record a detailed plan of cleaning and painting work activities, including order of work, and a chart or scale demonstrating completion milestone dates. Update monthly and as directed .

811.05.13 Schedule of Work Segments and Activities fo r Payment:

For field application of protective coatings, submit to the Project Engineer for review a proposed schedule of work dividing the structure into segments and Include at least the following components: • Scaled map of the work site layout showing temporary waste storage areas, and staging areas. • Ambient air and personnel sampling frequency. • Site specific lead Health and Safety Plan (OSHA 29 CFR § 1926.62). • Site specific Environmental Protection Plan. • Waste water storage, sampling, treatment and disposal plan. • Hazardous material and solid waste handling, storage, sampling, and recycling plan. • Hazardous waste handling, storage, sampling, and disposal plan. • Qualifications and certifications of the testing laboratory; hazardous waste transporter; and the storage, treatment and disposal facility. • Reviewed and accepted Containment System Plan. Comply with Section 817 . • Plan for clean -up of soil and water contamination within the project limits.

811.05.10 Worker Protection Documentation: For field applications,

submit for record, as one document, a Worker Protection Plan demonstrating the incorporation of appropriate safety procedures for all hazards on the job site, whether specifically identified herein or not. Demonstrate compliance w ith the following as a minimum: NIOSH “National Institute for Occupational Safety and Health .” OSHA 29 CFR § 1910 Occupational Safety and Health Standards. OSHA 29 CFR § 1926 Safety and Health Regulations for Construction . 40 CFR 117, Determination of Reportable Quantities for Hazardous Substances NIOSH Method 7082; Lead . Working Over or Near Water [29 CFR § 106]. Submit records in accordance with 811.09.6 .

811.05.11 Worker Training Information: For cleaning and painting

existing steel, submit for record worke r training information for OSHA Interim Final Rule on Lead Exposure in Construction training. Include trainer name, trainer qualifications, location and time of training, and outline of training program.

811.05.12 Cleaning and Painting Activity Schedule: For fie ld

application, submit for record a detailed plan of cleaning and painting work activities, including order of work, and a chart or scale demonstrating completion milestone dates. Update monthly and as directed .

811.05.13 Schedule of Work Segments and Activities fo r Payment:

For field application of protective coatings, submit to the Project Engineer for review a proposed schedule of work dividing the structure into segments and Include at least the following components: • Scaled map of the work site layout showing temporary waste storage areas, and staging areas. • Ambient air and personnel sampling frequency. • Site specific lead Health and Safety Plan (OSHA 29 CFR § 1926.62). • Site specific Environmental Protection Plan. • Waste water storage, sampling, treatment and disposal plan. • Hazardous material and solid waste handling, storage, sampling, and recycling plan. • Hazardous waste handling, storage, sampling, and disposal plan. • Qualifications and certifications of the testing laboratory; hazardous waste transporter; and the storage, treatment and disposal facility. • Reviewed and accepted Containment System Plan. Comply with Section 817 . • Plan for clean -up of soil and water contamination within the project limits.

811.05.10 Worker Protection Documentation: For field applications,

submit for record, as one document, a Worker Protection Plan demonstrating the incorporation of appropriate safety procedures for all hazards on the job site, whether specifically identified herein or not. Demonstrate compliance w ith the following as a minimum: NIOSH “National Institute for Occupational Safety and Health .” OSHA 29 CFR § 1910 Occupational Safety and Health Standards. OSHA 29 CFR § 1926 Safety and Health Regulations for Construction . 40 CFR 117, Determination of Reportable Quantities for Hazardous Substances NIOSH Method 7082; Lead . Working Over or Near Water [29 CFR § 106]. Submit records in accordance with 811.09.6 .

811.05.11 Worker Training Information: For cleaning and painting

existing steel, submit for record worke r training information for OSHA Interim Final Rule on Lead Exposure in Construction training. Include trainer name, trainer qualifications, location and time of training, and outline of training program.

811.05.12 Cleaning and Painting Activity Schedule: For fie ld

application, submit for record a detailed plan of cleaning and painting work activities, including order of work, and a chart or scale demonstrating completion milestone dates. Update monthly and as directed .

811.05.13 Schedule of Work Segments and Activities fo r Payment:

For field application of protective coatings, submit to the Project Engineer for review a proposed schedule of work dividing the structure into segments and Include at least the following components: • Scaled map of the work site layout showing temporary waste storage areas, and staging areas. • Ambient air and personnel sampling frequency. • Site specific lead Health and Safety Plan (OSHA 29 CFR § 1926.62). • Site specific Environmental Protection Plan. • Waste water storage, sampling, treatment and disposal plan. • Hazardous material and solid waste handling, storage, sampling, and recycling plan. • Hazardous waste handling, storage, sampling, and disposal plan. • Qualifications and certifications of the testing laboratory; hazardous waste transporter; and the storage, treatment and disposal facility. • Reviewed and accepted Containment System Plan. Comply with Section 817 . • Plan for clean -up of soil and water contamination within the project limits.

811.05.10 Worker Protection Documentation: For field applications,

submit for record, as one document, a Worker Protection Plan demonstrating the incorporation of appropriate safety procedures for all hazards on the job site, whether specifically identified herein or not. Demonstrate compliance w ith the following as a minimum: NIOSH “National Institute for Occupational Safety and Health .” OSHA 29 CFR § 1910 Occupational Safety and Health Standards. OSHA 29 CFR § 1926 Safety and Health Regulations for Construction . 40 CFR 117, Determination of Reportable Quantities for Hazardous Substances NIOSH Method 7082; Lead . Working Over or Near Water [29 CFR § 106]. Submit records in accordance with 811.09.6 .

811.05.11 Worker Training Information: For cleaning and painting

existing steel, submit for record worke r training information for OSHA Interim Final Rule on Lead Exposure in Construction training. Include trainer name, trainer qualifications, location and time of training, and outline of training program.

811.05.12 Cleaning and Painting Activity Schedule: For fie ld

application, submit for record a detailed plan of cleaning and painting work activities, including order of work, and a chart or scale demonstrating completion milestone dates. Update monthly and as directed .

811.05.13 Schedule of Work Segments and Activities fo r Payment:

For field application of protective coatings, submit to the Project Engineer for review a proposed schedule of work dividing the structure into segments and Include at least the following components: • Scaled map of the work site layout showing temporary waste storage areas, and staging areas. • Ambient air and personnel sampling frequency. • Site specific lead Health and Safety Plan (OSHA 29 CFR § 1926.62). • Site specific Environmental Protection Plan. • Waste water storage, sampling, treatment and disposal plan. • Hazardous material and solid waste handling, storage, sampling, and recycling plan. • Hazardous waste handling, storage, sampling, and disposal plan. • Qualifications and certifications of the testing laboratory; hazardous waste transporter; and the storage, treatment and disposal facility. • Reviewed and accepted Containment System Plan. Comply with Section 817 . • Plan for clean -up of soil and water contamination within the project limits.

811.05.10 Worker Protection Documentation: For field applications,

submit for record, as one document, a Worker Protection Plan demonstrating the incorporation of appropriate safety procedures for all hazards on the job site, whether specifically identified herein or not. Demonstrate compliance w ith the following as a minimum: NIOSH “National Institute for Occupational Safety and Health .” OSHA 29 CFR § 1910 Occupational Safety and Health Standards. OSHA 29 CFR § 1926 Safety and Health Regulations for Construction . 40 CFR 117, Determination of Reportable Quantities for Hazardous Substances NIOSH Method 7082; Lead . Working Over or Near Water [29 CFR § 106]. Submit records in accordance with 811.09.6 .

811.05.11 Worker Training Information: For cleaning and painting

existing steel, submit for record worke r training information for OSHA Interim Final Rule on Lead Exposure in Construction training. Include trainer name, trainer qualifications, location and time of training, and outline of training program.

811.05.12 Cleaning and Painting Activity Schedule: For fie ld

application, submit for record a detailed plan of cleaning and painting work activities, including order of work, and a chart or scale demonstrating completion milestone dates. Update monthly and as directed .

811.05.13 Schedule of Work Segments and Activities fo r Payment:

For field application of protective coatings, submit to the Project Engineer for review a proposed schedule of work dividing the structure into segments and activities identified for payment purposes. Include in the schedule at least the following information.

811.05.14 Color Samples: For each paint system, submit for review three

sets of samples for each coat and stripe coat color. Provide samples on mate rial similar to application and on minimum coupon size 3 inch x 6 inch. Do not deliver paint system materials to the job site until color sample submittal acceptance.

811.05.15 Paint System Samples: For each paint system and top coat

color, after acceptance of color samples and before ordering of paint system materials, submit for review paint system application and liquid samples. When anti-skid is specified for the top coat, provide additional pai nt system samples containing the anti -skid additive applied to the top coat and the corresponding color to be used. Provide paint system application samples on 0.25 inch thick by 8.5 inch wide by 11 inch long sheet of material similar to application and prepared as follows: • Divide the sheet into four equal horizontal strips; • Prime three strips starting from the bottom; • Paint intermediate coat on the two bottom strips; activities identified for payment purposes. Include in the schedule at least the following information.

811.05.14 Color Samples: For each paint system, submit for review three

sets of samples for each coat and stripe coat color. Provide samples on mate rial similar to application and on minimum coupon size 3 inch x 6 inch. Do not deliver paint system materials to the job site until color sample submittal acceptance.

811.05.15 Paint System Samples: For each paint system and top coat

color, after acceptance of color samples and before ordering of paint system materials, submit for review paint system application and liquid samples. When anti-skid is specified for the top coat, provide additional pai nt system samples containing the anti -skid additive applied to the top coat and the corresponding color to be used. Provide paint system application samples on 0.25 inch thick by 8.5 inch wide by 11 inch long sheet of material similar to application and prepared as follows: • Divide the sheet into four equal horizontal strips; • Prime three strips starting from the bottom; • Paint intermediate coat on the two bottom strips; activities identified for payment purposes. Include in the schedule at least the following information.

811.05.14 Color Samples: For each paint system, submit for review three

sets of samples for each coat and stripe coat color. Provide samples on mate rial similar to application and on minimum coupon size 3 inch x 6 inch. Do not deliver paint system materials to the job site until color sample submittal acceptance.

811.05.15 Paint System Samples: For each paint system and top coat

color, after acceptance of color samples and before ordering of paint system materials, submit for review paint system application and liquid samples. When anti-skid is specified for the top coat, provide additional pai nt system samples containing the anti -skid additive applied to the top coat and the corresponding color to be used. Provide paint system application samples on 0.25 inch thick by 8.5 inch wide by 11 inch long sheet of material similar to application and prepared as follows: • Divide the sheet into four equal horizontal strips; • Prime three strips starting from the bottom; • Paint intermediate coat on the two bottom strips; • Paint top coat on the bottom strip; • Top strip to remain unpainted with blast profile exposed. • Apply a 1-inch wide stripe coat centered over the line formed by the unpainted and the prime coat for half the plate width. • Provide samples in accordance with the Materials Sampling Manual.

811.05.16 Maintenance of Traffic: Submit to the Project Engineer for

review documentation demonstrating conformance to the plans. Include a description and schedule of activities affecting traffic. During construction, submit proposed changes in the documentation at least 14 calendar days prior to the implementation of the change. Include as a minimum the following:

811.05.16 1 Roadways: Submit a description and schedule of proposed

lane closures and reductions to clearances. Conform to Section 713 .

811.05.16 2 Railways: Submit a description and schedule of proposed

reductions to clearances and activities within the vicinity of tracks as specified by the railroad. Submit Right of Entry and insur ance documentation as required by the railroad. Conform to 107.08 .

811.05.16 3 Waterways: Submit a description and schedule of proposed

construction activities that will re quire equipment to occupy the waterway or affect clearances. Conform to 107.09 . General coordination with the U.S. Coast Guard will take place through the Project Engineer.

811.06 Cleaning and Paintin G Structural Metalwo Rk.

Clean and paint metals in accordance with the plans and specifications. Do not paint surfaces where paint would interfere with welding or proper operation of movable metal parts. Except for solvent or water jet cleaning, p erform surface preparation work only when the temperature of the steel surface is at least 5 °F above the dew point temperature. In the event that any rusting or contamination occurs after the completion of the surface preparation, prepare the surfaces again to the specified requirements. Coat metal surfaces to be encased in concrete and top surfaces of steel girder top flanges to be in contact with concrete in regions of girders specified to be painted with a minimum of one coat of primer. Where shear connectors are applied and primer has been removed, primer does not need to be reapplied provided at least 2 inches from the edge of flange is coated and repaired as needed. • Paint top coat on the bottom strip; • Top strip to remain unpainted with blast profile exposed. • Apply a 1-inch wide stripe coat centered over the line formed by the unpainted and the prime coat for half the plate width. • Provide samples in accordance with the Materials Sampling Manual.

811.05.16 Maintenance of Traffic: Submit to the Project Engineer for

review documentation demonstrating conformance to the plans. Include a description and schedule of activities affecting traffic. During construction, submit proposed changes in the documentation at least 14 calendar days prior to the implementation of the change. Include as a minimum the following:

811.05.16 1 Roadways: Submit a description and schedule of proposed

lane closures and reductions to clearances. Conform to Section 713 .

811.05.16 2 Railways: Submit a description and schedule of proposed

reductions to clearances and activities within the vicinity of tracks as specified by the railroad. Submit Right of Entry and insur ance documentation as required by the railroad. Conform to 107.08 .

811.05.16 3 Waterways: Submit a description and schedule of proposed

construction activities that will re quire equipment to occupy the waterway or affect clearances. Conform to 107.09 . General coordination with the U.S. Coast Guard will take place through the Project Engineer.

811.06 Cleaning and Paintin G Structural Metalwo Rk.

Clean and paint metals in accordance with the plans and specifications. Do not paint surfaces where paint would interfere with welding or proper operation of movable metal parts. Except for solvent or water jet cleaning, p erform surface preparation work only when the temperature of the steel surface is at least 5 °F above the dew point temperature. In the event that any rusting or contamination occurs after the completion of the surface preparation, prepare the surfaces again to the specified requirements. Coat metal surfaces to be encased in concrete and top surfaces of steel girder top flanges to be in contact with concrete in regions of girders specified to be painted with a minimum of one coat of primer. Where shear connectors are applied and primer has been removed, primer does not need to be reapplied provided at least 2 inches from the edge of flange is coated and repaired as needed. • Paint top coat on the bottom strip; • Top strip to remain unpainted with blast profile exposed. • Apply a 1-inch wide stripe coat centered over the line formed by the unpainted and the prime coat for half the plate width. • Provide samples in accordance with the Materials Sampling Manual.

811.05.16 Maintenance of Traffic: Submit to the Project Engineer for

review documentation demonstrating conformance to the plans. Include a description and schedule of activities affecting traffic. During construction, submit proposed changes in the documentation at least 14 calendar days prior to the implementation of the change. Include as a minimum the following:

811.05.16 1 Roadways: Submit a description and schedule of proposed

lane closures and reductions to clearances. Conform to Section 713 .

811.05.16 2 Railways: Submit a description and schedule of proposed

reductions to clearances and activities within the vicinity of tracks as specified by the railroad. Submit Right of Entry and insur ance documentation as required by the railroad. Conform to 107.08 .

811.05.16 3 Waterways: Submit a description and schedule of proposed

construction activities that will re quire equipment to occupy the waterway or affect clearances. Conform to 107.09 . General coordination with the U.S. Coast Guard will take place through the Project Engineer.

811.06 Cleaning and Paintin G Structural Metalwo Rk.

Clean and paint metals in accordance with the plans and specifications. Do not paint surfaces where paint would interfere with welding or proper operation of movable metal parts. Except for solvent or water jet cleaning, p erform surface preparation work only when the temperature of the steel surface is at least 5 °F above the dew point temperature. In the event that any rusting or contamination occurs after the completion of the surface preparation, prepare the surfaces again to the specified requirements. Coat metal surfaces to be encased in concrete and top surfaces of steel girder top flanges to be in contact with concrete in regions of girders specified to be painted with a minimum of one coat of primer. Where shear connectors are applied and primer has been removed, primer does not need to be reapplied provided at least 2 inches from the edge of flange is coated and repaired as needed. • Paint top coat on the bottom strip; • Top strip to remain unpainted with blast profile exposed. • Apply a 1-inch wide stripe coat centered over the line formed by the unpainted and the prime coat for half the plate width. • Provide samples in accordance with the Materials Sampling Manual.

811.05.16 Maintenance of Traffic: Submit to the Project Engineer for

review documentation demonstrating conformance to the plans. Include a description and schedule of activities affecting traffic. During construction, submit proposed changes in the documentation at least 14 calendar days prior to the implementation of the change. Include as a minimum the following:

811.05.16 1 Roadways: Submit a description and schedule of proposed

lane closures and reductions to clearances. Conform to Section 713 .

811.05.16 2 Railways: Submit a description and schedule of proposed

reductions to clearances and activities within the vicinity of tracks as specified by the railroad. Submit Right of Entry and insur ance documentation as required by the railroad. Conform to 107.08 .

811.05.16 3 Waterways: Submit a description and schedule of proposed

construction activities that will re quire equipment to occupy the waterway or affect clearances. Conform to 107.09 . General coordination with the U.S. Coast Guard will take place through the Project Engineer.

811.06 Cleaning and Paintin G Structural Metalwo Rk.

Clean and paint metals in accordance with the plans and specifications. Do not paint surfaces where paint would interfere with welding or proper operation of movable metal parts. Except for solvent or water jet cleaning, p erform surface preparation work only when the temperature of the steel surface is at least 5 °F above the dew point temperature. In the event that any rusting or contamination occurs after the completion of the surface preparation, prepare the surfaces again to the specified requirements. Coat metal surfaces to be encased in concrete and top surfaces of steel girder top flanges to be in contact with concrete in regions of girders specified to be painted with a minimum of one coat of primer. Where shear connectors are applied and primer has been removed, primer does not need to be reapplied provided at least 2 inches from the edge of flange is coated and repaired as needed. • Paint top coat on the bottom strip; • Top strip to remain unpainted with blast profile exposed. • Apply a 1-inch wide stripe coat centered over the line formed by the unpainted and the prime coat for half the plate width. • Provide samples in accordance with the Materials Sampling Manual.

811.05.16 Maintenance of Traffic: Submit to the Project Engineer for

review documentation demonstrating conformance to the plans. Include a description and schedule of activities affecting traffic. During construction, submit proposed changes in the documentation at least 14 calendar days prior to the implementation of the change. Include as a minimum the following:

811.05.16 1 Roadways: Submit a description and schedule of proposed

lane closures and reductions to clearances. Conform to Section 713 .

811.05.16 2 Railways: Submit a description and schedule of proposed

reductions to clearances and activities within the vicinity of tracks as specified by the railroad. Submit Right of Entry and insur ance documentation as required by the railroad. Conform to 107.08 .

811.05.16 3 Waterways: Submit a description and schedule of proposed

construction activities that will re quire equipment to occupy the waterway or affect clearances. Conform to 107.09 . General coordination with the U.S. Coast Guard will take place through the Project Engineer.

811.06 Cleaning and Paintin G Structural Metalwo Rk.

Clean and paint metals in accordance with the plans and specifications. Do not paint surfaces where paint would interfere with welding or proper operation of movable metal parts. Except for solvent or water jet cleaning, p erform surface preparation work only when the temperature of the steel surface is at least 5 °F above the dew point temperature. In the event that any rusting or contamination occurs after the completion of the surface preparation, prepare the surfaces again to the specified requirements. Coat metal surfaces to be encased in concrete and top surfaces of steel girder top flanges to be in contact with concrete in regions of girders specified to be painted with a minimum of one coat of primer. Where shear connectors are applied and primer has been removed, primer does not need to be reapplied provided at least 2 inches from the edge of flange is coated and repaired as needed. • Paint top coat on the bottom strip; • Top strip to remain unpainted with blast profile exposed. • Apply a 1-inch wide stripe coat centered over the line formed by the unpainted and the prime coat for half the plate width. • Provide samples in accordance with the Materials Sampling Manual.

811.05.16 Maintenance of Traffic: Submit to the Project Engineer for

review documentation demonstrating conformance to the plans. Include a description and schedule of activities affecting traffic. During construction, submit proposed changes in the documentation at least 14 calendar days prior to the implementation of the change. Include as a minimum the following:

811.05.16 1 Roadways: Submit a description and schedule of proposed

lane closures and reductions to clearances. Conform to Section 713 .

811.05.16 2 Railways: Submit a description and schedule of proposed

reductions to clearances and activities within the vicinity of tracks as specified by the railroad. Submit Right of Entry and insur ance documentation as required by the railroad. Conform to 107.08 .

811.05.16 3 Waterways: Submit a description and schedule of proposed

construction activities that will re quire equipment to occupy the waterway or affect clearances. Conform to 107.09 . General coordination with the U.S. Coast Guard will take place through the Project Engineer.

811.06 Cleaning and Paintin G Structural Metalwo Rk.

Clean and paint metals in accordance with the plans and specifications. Do not paint surfaces where paint would interfere with welding or proper operation of movable metal parts. Except for solvent or water jet cleaning, p erform surface preparation work only when the temperature of the steel surface is at least 5 °F above the dew point temperature. In the event that any rusting or contamination occurs after the completion of the surface preparation, prepare the surfaces again to the specified requirements. Coat metal surfaces to be encased in concrete and top surfaces of steel girder top flanges to be in contact with concrete in regions of girders specified to be painted with a minimum of one coat of primer. Where shear connectors are applied and primer has been removed, primer does not need to be reapplied provided at least 2 inches from the edge of flange is coated and repaired as needed. Painting of aluminum or stainless steel surfaces will not be required , except where aluminum is placed against concrete. When weathering steel is to be used for structural members, clean and paint portions specified to be painted in accordance with 807.06.2 . Leave other areas unpainted. Conform to 811.06.4 for surface preparation. When specified, paint galvanized or meta llized surfaces of sheet metal, electrical conduit, and water, air and gas pipes that are exposed and visible. Do not paint other galvanized or metal lized surfaces unless otherwise specified. Prevent laps, sags, over spray patterns , and other undesirable characteristics. Measure dry film thickness in accordance with SSPC -PA2. Upon completion and request for acceptance of a section of the work, clean painted surfaces of any staining and repair any defective areas. The painted surfaces shall have a uniform appearance prior to acceptance.

811.06.1 Shop Painting:

811.06.1 1 Surfaces to be Painted: When fabrication and cleaning are

completed, paint surfaces with one coat of primer before corrosion occurs. Where paint would be detrimental to field welding operations, the surface shall not be shop painted within a suitable d istance from edges to be welded or spliced. Prepare shop and field contact (faying) surfaces in accordance with 807.05.2.4 .

811.06.1 2 Erection Marks: Paint erection marks on surfaces with a

compatible paint of contrasting color.

811.06.1 3 Inaccessib le Surfaces: Apply the complete paint system

prior to assembly or erection to surfaces not to be in contact, but which will be inaccessible after assembly or erection.

811.06.1 4 Machine Finished Surfaces: Apply an approved rust

preventive compound to machine f inished surfaces that mate or slide, or will not be coated immediately, as soon as practical after being accepted and before removal from the shop. Apply coatings to all other machined surfaces except mill -to-bear surfaces. Paint surfaces of iron and steel castings which are machine finished for the purpose of removing scales, fins, blisters , or other surface deformations with the specified paint system.

811.06.1 5 Pins and Pin Holes: After fabrication, coat pins and pin

holes with an approved protective coating. Immediately prior to erection, r emove the protective coating and apply a high-grade lubricant grease with non -corrosive properties to the bearing surfaces. Painting of aluminum or stainless steel surfaces will not be required , except where aluminum is placed against concrete. When weathering steel is to be used for structural members, clean and paint portions specified to be painted in accordance with 807.06.2 . Leave other areas unpainted. Conform to 811.06.4 for surface preparation. When specified, paint galvanized or meta llized surfaces of sheet metal, electrical conduit, and water, air and gas pipes that are exposed and visible. Do not paint other galvanized or metal lized surfaces unless otherwise specified. Prevent laps, sags, over spray patterns , and other undesirable characteristics. Measure dry film thickness in accordance with SSPC -PA2. Upon completion and request for acceptance of a section of the work, clean painted surfaces of any staining and repair any defective areas. The painted surfaces shall have a uniform appearance prior to acceptance.

811.06.1 Shop Painting:

811.06.1 1 Surfaces to be Painted: When fabrication and cleaning are

completed, paint surfaces with one coat of primer before corrosion occurs. Where paint would be detrimental to field welding operations, the surface shall not be shop painted within a suitable d istance from edges to be welded or spliced. Prepare shop and field contact (faying) surfaces in accordance with 807.05.2.4 .

811.06.1 2 Erection Marks: Paint erection marks on surfaces with a

compatible paint of contrasting color.

811.06.1 3 Inaccessib le Surfaces: Apply the complete paint system

prior to assembly or erection to surfaces not to be in contact, but which will be inaccessible after assembly or erection.

811.06.1 4 Machine Finished Surfaces: Apply an approved rust

preventive compound to machine f inished surfaces that mate or slide, or will not be coated immediately, as soon as practical after being accepted and before removal from the shop. Apply coatings to all other machined surfaces except mill -to-bear surfaces. Paint surfaces of iron and steel castings which are machine finished for the purpose of removing scales, fins, blisters , or other surface deformations with the specified paint system.

811.06.1 5 Pins and Pin Holes: After fabrication, coat pins and pin

holes with an approved protective coating. Immediately prior to erection, r emove the protective coating and apply a high-grade lubricant grease with non -corrosive properties to the bearing surfaces. Painting of aluminum or stainless steel surfaces will not be required , except where aluminum is placed against concrete. When weathering steel is to be used for structural members, clean and paint portions specified to be painted in accordance with 807.06.2 . Leave other areas unpainted. Conform to 811.06.4 for surface preparation. When specified, paint galvanized or meta llized surfaces of sheet metal, electrical conduit, and water, air and gas pipes that are exposed and visible. Do not paint other galvanized or metal lized surfaces unless otherwise specified. Prevent laps, sags, over spray patterns , and other undesirable characteristics. Measure dry film thickness in accordance with SSPC -PA2. Upon completion and request for acceptance of a section of the work, clean painted surfaces of any staining and repair any defective areas. The painted surfaces shall have a uniform appearance prior to acceptance.

811.06.1 Shop Painting:

811.06.1 1 Surfaces to be Painted: When fabrication and cleaning are

completed, paint surfaces with one coat of primer before corrosion occurs. Where paint would be detrimental to field welding operations, the surface shall not be shop painted within a suitable d istance from edges to be welded or spliced. Prepare shop and field contact (faying) surfaces in accordance with 807.05.2.4 .

811.06.1 2 Erection Marks: Paint erection marks on surfaces with a

compatible paint of contrasting color.

811.06.1 3 Inaccessib le Surfaces: Apply the complete paint system

prior to assembly or erection to surfaces not to be in contact, but which will be inaccessible after assembly or erection.

811.06.1 4 Machine Finished Surfaces: Apply an approved rust

preventive compound to machine f inished surfaces that mate or slide, or will not be coated immediately, as soon as practical after being accepted and before removal from the shop. Apply coatings to all other machined surfaces except mill -to-bear surfaces. Paint surfaces of iron and steel castings which are machine finished for the purpose of removing scales, fins, blisters , or other surface deformations with the specified paint system.

811.06.1 5 Pins and Pin Holes: After fabrication, coat pins and pin

holes with an approved protective coating. Immediately prior to erection, r emove the protective coating and apply a high-grade lubricant grease with non -corrosive properties to the bearing surfaces. Painting of aluminum or stainless steel surfaces will not be required , except where aluminum is placed against concrete. When weathering steel is to be used for structural members, clean and paint portions specified to be painted in accordance with 807.06.2 . Leave other areas unpainted. Conform to 811.06.4 for surface preparation. When specified, paint galvanized or meta llized surfaces of sheet metal, electrical conduit, and water, air and gas pipes that are exposed and visible. Do not paint other galvanized or metal lized surfaces unless otherwise specified. Prevent laps, sags, over spray patterns , and other undesirable characteristics. Measure dry film thickness in accordance with SSPC -PA2. Upon completion and request for acceptance of a section of the work, clean painted surfaces of any staining and repair any defective areas. The painted surfaces shall have a uniform appearance prior to acceptance.

811.06.1 Shop Painting:

811.06.1 1 Surfaces to be Painted: When fabrication and cleaning are

completed, paint surfaces with one coat of primer before corrosion occurs. Where paint would be detrimental to field welding operations, the surface shall not be shop painted within a suitable d istance from edges to be welded or spliced. Prepare shop and field contact (faying) surfaces in accordance with 807.05.2.4 .

811.06.1 2 Erection Marks: Paint erection marks on surfaces with a

compatible paint of contrasting color.

811.06.1 3 Inaccessib le Surfaces: Apply the complete paint system

prior to assembly or erection to surfaces not to be in contact, but which will be inaccessible after assembly or erection.

811.06.1 4 Machine Finished Surfaces: Apply an approved rust

preventive compound to machine f inished surfaces that mate or slide, or will not be coated immediately, as soon as practical after being accepted and before removal from the shop. Apply coatings to all other machined surfaces except mill -to-bear surfaces. Paint surfaces of iron and steel castings which are machine finished for the purpose of removing scales, fins, blisters , or other surface deformations with the specified paint system.

811.06.1 5 Pins and Pin Holes: After fabrication, coat pins and pin

holes with an approved protective coating. Immediately prior to erection, r emove the protective coating and apply a high-grade lubricant grease with non -corrosive properties to the bearing surfaces. Painting of aluminum or stainless steel surfaces will not be required , except where aluminum is placed against concrete. When weathering steel is to be used for structural members, clean and paint portions specified to be painted in accordance with 807.06.2 . Leave other areas unpainted. Conform to 811.06.4 for surface preparation. When specified, paint galvanized or meta llized surfaces of sheet metal, electrical conduit, and water, air and gas pipes that are exposed and visible. Do not paint other galvanized or metal lized surfaces unless otherwise specified. Prevent laps, sags, over spray patterns , and other undesirable characteristics. Measure dry film thickness in accordance with SSPC -PA2. Upon completion and request for acceptance of a section of the work, clean painted surfaces of any staining and repair any defective areas. The painted surfaces shall have a uniform appearance prior to acceptance.

811.06.1 Shop Painting:

811.06.1 1 Surfaces to be Painted: When fabrication and cleaning are

completed, paint surfaces with one coat of primer before corrosion occurs. Where paint would be detrimental to field welding operations, the surface shall not be shop painted within a suitable d istance from edges to be welded or spliced. Prepare shop and field contact (faying) surfaces in accordance with 807.05.2.4 .

811.06.1 2 Erection Marks: Paint erection marks on surfaces with a

compatible paint of contrasting color.

811.06.1 3 Inaccessib le Surfaces: Apply the complete paint system

prior to assembly or erection to surfaces not to be in contact, but which will be inaccessible after assembly or erection.

811.06.1 4 Machine Finished Surfaces: Apply an approved rust

preventive compound to machine f inished surfaces that mate or slide, or will not be coated immediately, as soon as practical after being accepted and before removal from the shop. Apply coatings to all other machined surfaces except mill -to-bear surfaces. Paint surfaces of iron and steel castings which are machine finished for the purpose of removing scales, fins, blisters , or other surface deformations with the specified paint system.

811.06.1 5 Pins and Pin Holes: After fabrication, coat pins and pin

holes with an approved protective coating. Immediately prior to erection, r emove the protective coating and apply a high-grade lubricant grease with non -corrosive properties to the bearing surfaces. Painting of aluminum or stainless steel surfaces will not be required , except where aluminum is placed against concrete. When weathering steel is to be used for structural members, clean and paint portions specified to be painted in accordance with 807.06.2 . Leave other areas unpainted. Conform to 811.06.4 for surface preparation. When specified, paint galvanized or meta llized surfaces of sheet metal, electrical conduit, and water, air and gas pipes that are exposed and visible. Do not paint other galvanized or metal lized surfaces unless otherwise specified. Prevent laps, sags, over spray patterns , and other undesirable characteristics. Measure dry film thickness in accordance with SSPC -PA2. Upon completion and request for acceptance of a section of the work, clean painted surfaces of any staining and repair any defective areas. The painted surfaces shall have a uniform appearance prior to acceptance.

811.06.1 Shop Painting:

811.06.1 1 Surfaces to be Painted: When fabrication and cleaning are

completed, paint surfaces with one coat of primer before corrosion occurs. Where paint would be detrimental to field welding operations, the surface shall not be shop painted within a suitable d istance from edges to be welded or spliced. Prepare shop and field contact (faying) surfaces in accordance with 807.05.2.4 .

811.06.1 2 Erection Marks: Paint erection marks on surfaces with a

compatible paint of contrasting color.

811.06.1 3 Inaccessib le Surfaces: Apply the complete paint system

prior to assembly or erection to surfaces not to be in contact, but which will be inaccessible after assembly or erection.

811.06.1 4 Machine Finished Surfaces: Apply an approved rust

preventive compound to machine f inished surfaces that mate or slide, or will not be coated immediately, as soon as practical after being accepted and before removal from the shop. Apply coatings to all other machined surfaces except mill -to-bear surfaces. Paint surfaces of iron and steel castings which are machine finished for the purpose of removing scales, fins, blisters , or other surface deformations with the specified paint system.

811.06.1 5 Pins and Pin Holes: After fabrication, coat pins and pin

holes with an approved protective coating. Immediately prior to erection, r emove the protective coating and apply a high-grade lubricant grease with non -corrosive properties to the bearing surfaces. Painting of aluminum or stainless steel surfaces will not be required , except where aluminum is placed against concrete. When weathering steel is to be used for structural members, clean and paint portions specified to be painted in accordance with 807.06.2 . Leave other areas unpainted. Conform to 811.06.4 for surface preparation. When specified, paint galvanized or meta llized surfaces of sheet metal, electrical conduit, and water, air and gas pipes that are exposed and visible. Do not paint other galvanized or metal lized surfaces unless otherwise specified. Prevent laps, sags, over spray patterns , and other undesirable characteristics. Measure dry film thickness in accordance with SSPC -PA2. Upon completion and request for acceptance of a section of the work, clean painted surfaces of any staining and repair any defective areas. The painted surfaces shall have a uniform appearance prior to acceptance.

811.06.1 Shop Painting:

811.06.1 1 Surfaces to be Painted: When fabrication and cleaning are

completed, paint surfaces with one coat of primer before corrosion occurs. Where paint would be detrimental to field welding operations, the surface shall not be shop painted within a suitable d istance from edges to be welded or spliced. Prepare shop and field contact (faying) surfaces in accordance with 807.05.2.4 .

811.06.1 2 Erection Marks: Paint erection marks on surfaces with a

compatible paint of contrasting color.

811.06.1 3 Inaccessib le Surfaces: Apply the complete paint system

prior to assembly or erection to surfaces not to be in contact, but which will be inaccessible after assembly or erection.

811.06.1 4 Machine Finished Surfaces: Apply an approved rust

preventive compound to machine f inished surfaces that mate or slide, or will not be coated immediately, as soon as practical after being accepted and before removal from the shop. Apply coatings to all other machined surfaces except mill -to-bear surfaces. Paint surfaces of iron and steel castings which are machine finished for the purpose of removing scales, fins, blisters , or other surface deformations with the specified paint system.

811.06.1 5 Pins and Pin Holes: After fabrication, coat pins and pin

holes with an approved protective coating. Immediately prior to erection, r emove the protective coating and apply a high-grade lubricant grease with non -corrosive properties to the bearing surfaces. After erection, completely remove any corrosion, excess grease, and any other contaminants that woul d prevent adherence of paint. Coat the exposed surfaces of pins and pin assemblies with the specified paint system.

811.06.1 6 Loading: Do not load material for shipment until paint is dry

and cured in accordance with 811.06.5.11 .

811.06.2 Field Pain ting: Any damage to the structure or surrounding area

resulting from the contractor’s operations shall be repaired as directed by the Project Engineer, at no additional cost or time to the Department. The contractor shall hold absolute responsibility and liability for damage to persons, property, vehicles, and the environment resulting from the execution of the work required by this contract. For connections with galvanized fasteners, prepare fastener surfaces in accordance with 811.06.4 for surfaces that are specified to be painted. Clean surfaces and apply primer to the fastener assemblies and connection plates, overlapping at least 2 inches of undamaged primer. Do not apply the field coat of paint to the steel work below the concrete deck level until the deck and concrete barrier railings have been completed and metalwork cleaned. Keep steel members clean by washing and removing any materials that adhere to the surface and mars the finish of the steel members. If concreting operations damage the paint, clean the surface and spot prime or paint as directed. Provi de, operate, and maintain at the site and to all portions of the project a powered hoist, lift or a temporary stairway to provide safe access to all work areas for workers, inspection personnel and the engineer. Any temporary structures, equipment or devi ces used for access from the ground to the bridge structure shall be secured to prevent unauthorized use or trespass on the bridge structure.

811.06.3 Delivery, Storage and Handling: Deliver materials to the job

site in original, undamaged, and unopened containe rs. Clearly indicate the name and address of manufacturer, manufacturer's brand name, trade name or trademark, color batch number, date of manufacture, shelf life, and special directions on each container. If the material dating is in code, provide the Pr oject Engineer the key to interpret the code. Store materials in enclosed, power -ventilated structures that provide protection from weather and do not exceed manufacturer’s recommended storage temperatures. Use a continuous recording thermometer to measure and document material storage temperatures. Store flammable materials in accordance with federal, state, and local regulations. Containers of paint shall remain unopened until required for use. Labeled information shall be legible and checked at the time of use. Use the oldest paint of each kind first. After erection, completely remove any corrosion, excess grease, and any other contaminants that woul d prevent adherence of paint. Coat the exposed surfaces of pins and pin assemblies with the specified paint system.

811.06.1 6 Loading: Do not load material for shipment until paint is dry

and cured in accordance with 811.06.5.11 .

811.06.2 Field Pain ting: Any damage to the structure or surrounding area

resulting from the contractor’s operations shall be repaired as directed by the Project Engineer, at no additional cost or time to the Department. The contractor shall hold absolute responsibility and liability for damage to persons, property, vehicles, and the environment resulting from the execution of the work required by this contract. For connections with galvanized fasteners, prepare fastener surfaces in accordance with 811.06.4 for surfaces that are specified to be painted. Clean surfaces and apply primer to the fastener assemblies and connection plates, overlapping at least 2 inches of undamaged primer. Do not apply the field coat of paint to the steel work below the concrete deck level until the deck and concrete barrier railings have been completed and metalwork cleaned. Keep steel members clean by washing and removing any materials that adhere to the surface and mars the finish of the steel members. If concreting operations damage the paint, clean the surface and spot prime or paint as directed. Provi de, operate, and maintain at the site and to all portions of the project a powered hoist, lift or a temporary stairway to provide safe access to all work areas for workers, inspection personnel and the engineer. Any temporary structures, equipment or devi ces used for access from the ground to the bridge structure shall be secured to prevent unauthorized use or trespass on the bridge structure.

811.06.3 Delivery, Storage and Handling: Deliver materials to the job

site in original, undamaged, and unopened containe rs. Clearly indicate the name and address of manufacturer, manufacturer's brand name, trade name or trademark, color batch number, date of manufacture, shelf life, and special directions on each container. If the material dating is in code, provide the Pr oject Engineer the key to interpret the code. Store materials in enclosed, power -ventilated structures that provide protection from weather and do not exceed manufacturer’s recommended storage temperatures. Use a continuous recording thermometer to measure and document material storage temperatures. Store flammable materials in accordance with federal, state, and local regulations. Containers of paint shall remain unopened until required for use. Labeled information shall be legible and checked at the time of use. Use the oldest paint of each kind first. After erection, completely remove any corrosion, excess grease, and any other contaminants that woul d prevent adherence of paint. Coat the exposed surfaces of pins and pin assemblies with the specified paint system.

811.06.1 6 Loading: Do not load material for shipment until paint is dry

and cured in accordance with 811.06.5.11 .

811.06.2 Field Pain ting: Any damage to the structure or surrounding area

resulting from the contractor’s operations shall be repaired as directed by the Project Engineer, at no additional cost or time to the Department. The contractor shall hold absolute responsibility and liability for damage to persons, property, vehicles, and the environment resulting from the execution of the work required by this contract. For connections with galvanized fasteners, prepare fastener surfaces in accordance with 811.06.4 for surfaces that are specified to be painted. Clean surfaces and apply primer to the fastener assemblies and connection plates, overlapping at least 2 inches of undamaged primer. Do not apply the field coat of paint to the steel work below the concrete deck level until the deck and concrete barrier railings have been completed and metalwork cleaned. Keep steel members clean by washing and removing any materials that adhere to the surface and mars the finish of the steel members. If concreting operations damage the paint, clean the surface and spot prime or paint as directed. Provi de, operate, and maintain at the site and to all portions of the project a powered hoist, lift or a temporary stairway to provide safe access to all work areas for workers, inspection personnel and the engineer. Any temporary structures, equipment or devi ces used for access from the ground to the bridge structure shall be secured to prevent unauthorized use or trespass on the bridge structure.

811.06.3 Delivery, Storage and Handling: Deliver materials to the job

site in original, undamaged, and unopened containe rs. Clearly indicate the name and address of manufacturer, manufacturer's brand name, trade name or trademark, color batch number, date of manufacture, shelf life, and special directions on each container. If the material dating is in code, provide the Pr oject Engineer the key to interpret the code. Store materials in enclosed, power -ventilated structures that provide protection from weather and do not exceed manufacturer’s recommended storage temperatures. Use a continuous recording thermometer to measure and document material storage temperatures. Store flammable materials in accordance with federal, state, and local regulations. Containers of paint shall remain unopened until required for use. Labeled information shall be legible and checked at the time of use. Use the oldest paint of each kind first. After erection, completely remove any corrosion, excess grease, and any other contaminants that woul d prevent adherence of paint. Coat the exposed surfaces of pins and pin assemblies with the specified paint system.

811.06.1 6 Loading: Do not load material for shipment until paint is dry

and cured in accordance with 811.06.5.11 .

811.06.2 Field Pain ting: Any damage to the structure or surrounding area

resulting from the contractor’s operations shall be repaired as directed by the Project Engineer, at no additional cost or time to the Department. The contractor shall hold absolute responsibility and liability for damage to persons, property, vehicles, and the environment resulting from the execution of the work required by this contract. For connections with galvanized fasteners, prepare fastener surfaces in accordance with 811.06.4 for surfaces that are specified to be painted. Clean surfaces and apply primer to the fastener assemblies and connection plates, overlapping at least 2 inches of undamaged primer. Do not apply the field coat of paint to the steel work below the concrete deck level until the deck and concrete barrier railings have been completed and metalwork cleaned. Keep steel members clean by washing and removing any materials that adhere to the surface and mars the finish of the steel members. If concreting operations damage the paint, clean the surface and spot prime or paint as directed. Provi de, operate, and maintain at the site and to all portions of the project a powered hoist, lift or a temporary stairway to provide safe access to all work areas for workers, inspection personnel and the engineer. Any temporary structures, equipment or devi ces used for access from the ground to the bridge structure shall be secured to prevent unauthorized use or trespass on the bridge structure.

811.06.3 Delivery, Storage and Handling: Deliver materials to the job

site in original, undamaged, and unopened containe rs. Clearly indicate the name and address of manufacturer, manufacturer's brand name, trade name or trademark, color batch number, date of manufacture, shelf life, and special directions on each container. If the material dating is in code, provide the Pr oject Engineer the key to interpret the code. Store materials in enclosed, power -ventilated structures that provide protection from weather and do not exceed manufacturer’s recommended storage temperatures. Use a continuous recording thermometer to measure and document material storage temperatures. Store flammable materials in accordance with federal, state, and local regulations. Containers of paint shall remain unopened until required for use. Labeled information shall be legible and checked at the time of use. Use the oldest paint of each kind first. Immediately remove materials from the job site that are damaged, rejected, deteriorated, or that have exceeded specified shelf life or storage temperatures.

811.06.4 Surface Preparation: Existing coating systems may contain lead

and other heavy metals. Existing surface profile is unknown and may or may not contain mill scale. Actual conditions across the structure may vary. Verify existing condition prior to bid in accordance with 102.06 . Surface preparation shall be in accordance with the plans, specifications and Table 811-2. Table 811-2 SSPC Abrasive and Surface Preparation Standards Designation Definition SP1 SSPC -SP1, Solvent Cleaning SP2 SSPC -SP2, Hand Tool Cleaning SP3 SSPC -SP3, Power Tool Cleaning SP6 SSPC -SP6/NACE No. 3, Commercial Blast Cleaning SP7 SSPC -SP7/NACE No. 4, Brush Off Blast Cleaning SP10 SSPC -SP10/NACE No. 2, Near -White Blast Cleaning SP11 SSPC -SP11, Power Tool Cleaning to Bare Metal SP15 SSPC -SP15, Commercial Grade Power Tool Cleaning SP16 SSPC -SP16, Brush -Off Blast Cleaning of Non-Ferrous Metals SP WJ-1 SSPC -SP WJ-1/NACE WJ-1, Waterjet Cleaning of Metals - Clean to Bare Substrate SP WJ-2 SSPC -SP WJ-2/NACE WJ-2, Waterjet Cleaning of Metals - Very Thorough Cleaning SP WJ-3 SSPC -SP WJ-3/NACE WJ-3,Waterjet Cleaning of Metals - Thorough Cleaning SP WJ-4 SSPC -SP WJ-4/NACE WJ-4, Waterjet Cleaning of Metals - Light Cleaning VIS-1 Guide and Reference Photographs for Steel Surfaces Prepared by Dry Abrasive Blast Cleaning VIS-2 Standard Method of Evaluating Degree of Rusting on Painted Steel Surfaces VIS-3 Guide Reference Photographs for Steel Surfaces Prepared by Hand and Power Tool Cleaning VIS-4 / NACE VIS-7 Guide and Reference Photographs for Steel Surfaces Prepared by Waterjetting VIS-5 / NACE VIS-9 Guide and Reference Photographs for Steel SurfacesPrepared by Wet Abrasive Blast Cleaning Immediately remove materials from the job site that are damaged, rejected, deteriorated, or that have exceeded specified shelf life or storage temperatures.

811.06.4 Surface Preparation: Existing coating systems may contain lead

and other heavy metals. Existing surface profile is unknown and may or may not contain mill scale. Actual conditions across the structure may vary. Verify existing condition prior to bid in accordance with 102.06 . Surface preparation shall be in accordance with the plans, specifications and Table 811-2. Table 811-2 SSPC Abrasive and Surface Preparation Standards Designation Definition SP1 SSPC -SP1, Solvent Cleaning SP2 SSPC -SP2, Hand Tool Cleaning SP3 SSPC -SP3, Power Tool Cleaning SP6 SSPC -SP6/NACE No. 3, Commercial Blast Cleaning SP7 SSPC -SP7/NACE No. 4, Brush Off Blast Cleaning SP10 SSPC -SP10/NACE No. 2, Near -White Blast Cleaning SP11 SSPC -SP11, Power Tool Cleaning to Bare Metal SP15 SSPC -SP15, Commercial Grade Power Tool Cleaning SP16 SSPC -SP16, Brush -Off Blast Cleaning of Non-Ferrous Metals SP WJ-1 SSPC -SP WJ-1/NACE WJ-1, Waterjet Cleaning of Metals - Clean to Bare Substrate SP WJ-2 SSPC -SP WJ-2/NACE WJ-2, Waterjet Cleaning of Metals - Very Thorough Cleaning SP WJ-3 SSPC -SP WJ-3/NACE WJ-3,Waterjet Cleaning of Metals - Thorough Cleaning SP WJ-4 SSPC -SP WJ-4/NACE WJ-4, Waterjet Cleaning of Metals - Light Cleaning VIS-1 Guide and Reference Photographs for Steel Surfaces Prepared by Dry Abrasive Blast Cleaning VIS-2 Standard Method of Evaluating Degree of Rusting on Painted Steel Surfaces VIS-3 Guide Reference Photographs for Steel Surfaces Prepared by Hand and Power Tool Cleaning VIS-4 / NACE VIS-7 Guide and Reference Photographs for Steel Surfaces Prepared by Waterjetting VIS-5 / NACE VIS-9 Guide and Reference Photographs for Steel SurfacesPrepared by Wet Abrasive Blast Cleaning Unless specified to be painted, galvanized, metallized, aluminum , or stainless steel metal elements of the structure , such as decorative lighting metalwork, utility conduits, roadway lights, and all non-metallic conduits and cables , shall be covered or protected and will not require cleaning. Do not blast non-metallic conduits, fittings, conductors, and cables on or around the bridge. Electrical conductors and fixtures may be de-energized for the blasting or painting operation upon request. Disconnection time will be as negotiated with the utility company or as specified on the plans. Unless otherwise specified, costs associated with de-energizing and protection of electrical conductors will be included in this item. Replace in their entirety any conduit, fitting, conductor, and cable damaged by cleaning operations at no additional cost or time to the Department. Employ a lock out, tag out protocol at the various electrical disconnect switches. For stainless steel or metallized surfaces specified to be painted , brush off -blast clean to SP16. For existing galvanized steel specified to be painted, prepare surfaces in accordance with ASTM D6386 and brush off-blast clean to SP16. For new galvanized steel specified to be painted, comply with 811.08.1.1 . Prepare shop and field contact (faying) surfaces in accordance with 807.05.2.4 .

811.06.4 1 Mechanical Removal of Surface Defects: Remove all

fins, tears, slivers, and burrs, and grind flat. Smooth sharp edges, corners, and flame cu t surfaces and grind to a minimum 1/16 -inch chamfer to achieve the required edge surface for coating. Remove weld slag and weld spatter. Conform to AASHTO/NSBA, Steel Bridge Collaboration S 8.1 Section 5.1.

811.06.4 2 Soluble Salts Detection and Removal: Unless not

required by the plans, determine the chloride, ferrous, sulfate, and nitrate concentrations on steel surfaces using soluble salts test kits meeting the requirements of 811.03 , “Soluble Salts Test Kit.” Perform the tests after washing and prior to blasting. Additional testing may be specified on the plans. Measure the concentration levels using Multi -Step Ion -Specific Methods described in SSPC Guide 15, Field Methods for Retrieval and Analysis of Soluble Salts on Steel and Other Nonporous Substrates . Test three random locations in the first 1000 square feet and one random location for each subsequent 1000 square feet. Ensure the non-visible surface contaminant concentration on surfa ces prior to blasting do not exceed 7 μg per square centimeter for chloride ions, 10 μg per square centimeter for ferrous ions, 17 μg per square centimeter for sulfate ions, and 10 μg per square centimeter for nitrate ions. When utilizing a Fully Automated Conductivity Measuring Technique , surface conductivity measurements of non-visible surface contaminant concentrations on surfaces prior to blast -cleaning do not exceed 70 micro -Sieme ns per centimeter. When contamination exceeds specified levels, rewash the entire surface area and retest. If additional washing does not reduce the contamination to below specified level s, a surface treatment or water additive may be used. Use a surface treatment or water additive that is approved by the coating system supplier and the Project Engineer. blasting or painting operation upon request. Disconnection time will be as negotiated with the utility company or as specified on the plans. Unless otherwise specified, costs associated with de-energizing and protection of electrical conductors will be included in this item. Replace in their entirety any conduit, fitting, conductor, and cable damaged by cleaning operations at no additional cost or time to the Department. Employ a lock out, tag out protocol at the various electrical disconnect switches. For stainless steel or metallized surfaces specified to be painted , brush off -blast clean to SP16. For existing galvanized steel specified to be painted, prepare surfaces in accordance with ASTM D6386 and brush off-blast clean to SP16. For new galvanized steel specified to be painted, comply with 811.08.1.1 . Prepare shop and field contact (faying) surfaces in accordance with 807.05.2.4 .

811.06.4 1 Mechanical Removal of Surface Defects: Remove all

fins, tears, slivers, and burrs, and grind flat. Smooth sharp edges, corners, and flame cu t surfaces and grind to a minimum 1/16 -inch chamfer to achieve the required edge surface for coating. Remove weld slag and weld spatter. Conform to AASHTO/NSBA, Steel Bridge Collaboration S 8.1 Section 5.1.

811.06.4 2 Soluble Salts Detection and Removal: Unless not

required by the plans, determine the chloride, ferrous, sulfate, and nitrate concentrations on steel surfaces using soluble salts test kits meeting the requirements of 811.03 , “Soluble Salts Test Kit.” Perform the tests after washing and prior to blasting. Additional testing may be specified on the plans. Measure the concentration levels using Multi -Step Ion -Specific Methods described in SSPC Guide 15, Field Methods for Retrieval and Analysis of Soluble Salts on Steel and Other Nonporous Substrates . Test three random locations in the first 1000 square feet and one random location for each subsequent 1000 square feet. Ensure the non-visible surface contaminant concentration on surfa ces prior to blasting do not exceed 7 μg per square centimeter for chloride ions, 10 μg per square centimeter for ferrous ions, 17 μg per square centimeter for sulfate ions, and 10 μg per square centimeter for nitrate ions. When utilizing a Fully Automated Conductivity Measuring Technique , surface conductivity measurements of non-visible surface contaminant concentrations on surfaces prior to blast -cleaning do not exceed 70 micro -Sieme ns per centimeter. When contamination exceeds specified levels, rewash the entire surface area and retest. If additional washing does not reduce the contamination to below specified level s, a surface treatment or water additive may be used. Use a surface treatment or water additive that is approved by the coating system supplier and the Project Engineer. blasting or painting operation upon request. Disconnection time will be as negotiated with the utility company or as specified on the plans. Unless otherwise specified, costs associated with de-energizing and protection of electrical conductors will be included in this item. Replace in their entirety any conduit, fitting, conductor, and cable damaged by cleaning operations at no additional cost or time to the Department. Employ a lock out, tag out protocol at the various electrical disconnect switches. For stainless steel or metallized surfaces specified to be painted , brush off -blast clean to SP16. For existing galvanized steel specified to be painted, prepare surfaces in accordance with ASTM D6386 and brush off-blast clean to SP16. For new galvanized steel specified to be painted, comply with 811.08.1.1 . Prepare shop and field contact (faying) surfaces in accordance with 807.05.2.4 .

811.06.4 1 Mechanical Removal of Surface Defects: Remove all

fins, tears, slivers, and burrs, and grind flat. Smooth sharp edges, corners, and flame cu t surfaces and grind to a minimum 1/16 -inch chamfer to achieve the required edge surface for coating. Remove weld slag and weld spatter. Conform to AASHTO/NSBA, Steel Bridge Collaboration S 8.1 Section 5.1.

811.06.4 2 Soluble Salts Detection and Removal: Unless not

required by the plans, determine the chloride, ferrous, sulfate, and nitrate concentrations on steel surfaces using soluble salts test kits meeting the requirements of 811.03 , “Soluble Salts Test Kit.” Perform the tests after washing and prior to blasting. Additional testing may be specified on the plans. Measure the concentration levels using Multi -Step Ion -Specific Methods described in SSPC Guide 15, Field Methods for Retrieval and Analysis of Soluble Salts on Steel and Other Nonporous Substrates . Test three random locations in the first 1000 square feet and one random location for each subsequent 1000 square feet. Ensure the non-visible surface contaminant concentration on surfa ces prior to blasting do not exceed 7 μg per square centimeter for chloride ions, 10 μg per square centimeter for ferrous ions, 17 μg per square centimeter for sulfate ions, and 10 μg per square centimeter for nitrate ions. When utilizing a Fully Automated Conductivity Measuring Technique , surface conductivity measurements of non-visible surface contaminant concentrations on surfaces prior to blast -cleaning do not exceed 70 micro -Sieme ns per centimeter. When contamination exceeds specified levels, rewash the entire surface area and retest. If additional washing does not reduce the contamination to below specified level s, a surface treatment or water additive may be used. Use a surface treatment or water additive that is approved by the coating system supplier and the Project Engineer. Additional testing, rewashing, treatment, additives, or cleaning contaminated surfaces and repainting will be at no additional cost or time to the Department.

811.06.4 3 Cleaning New Steel: Prepare surfaces for prime coating

new steel in accordance with SP10.

811.06.4 4 Cleaning and Preparing Existing Steel and Existing

Coatings : Prepare surfaces for prime coating steel or damaged areas of newly erected steel in accordance with SP10 or SP11. Remove pack rust prior to solvent cleaning. Prior to blast cleaning, clean oil and extraneous materials from surfaces to be coated to an SP1 level . Notify the Project Engineer immediately when any structural steel appears to be defective . When overcoating existing coatings, or when removing and replacing all or portions of an existing coating , clean, wash, test, and remove soluble salts. Clean using abrasive blast , hand tool, or power tool method to remove corrosion and specified limits of existing coatings. Feather back edges of existing coating to remain a minimum of 3 inches around the perimeter of existing coating removed to provide a smooth transition. Verify edges of existing coating are intact by probing with a dull putty knife in accordance with SP2. Provide surfaces to be coated which are clean, dry, and free from oil, grease, dirt, dust, soluble salts, corrosion, peeling coating, caulk, weld spatter, mill scale, and any other surface contaminants. Prepare steel and coating surface s to meet cleanliness and surface profile requirements as specified on the plans . Roughen previously applied coatings to be overcoated in accordance with coating manufacturer’s recommendations for development of proper inter-coat adhesion. Protect adjac ent surfaces in accordance with 811.05.8.3 . Sequence the surface preparations and coating operations so freshly applied coatings will not be contaminated by dust or foreign matter.

811.06.4 5 Washing: Wash existing coated surfaces using water and

pressure to meet the requirements of SSPC -SP WJ -4 LPWC (3,500 to 5,000 psi) prior to abrasive blasting. Wash existing coated sur faces that are to be overcoated using water and pressure to meet the requirements of SSPC -SP WJ -4 HPWC (5,000 -10,000 psi). Provide surfaces meeting 811.06.4.2 requirements. Surface treatment or water additives to reduce soluble sal t concentrations are allowable, with the approval of the coating system manufacturer. Contain the resulting pressure -wash water in accordance with SSPC Guide 6 Class 2W. All wash water, regardless of removal method, shall be presumed to be hazardous until determined to be non -hazardous by testing. Submit wash water test results to the Project Engineer for record prior to water disposal. Dispose of pressure - wash water in accordance with all State and Federal regulations. Additional testing, rewashing, treatment, additives, or cleaning contaminated surfaces and repainting will be at no additional cost or time to the Department.

811.06.4 3 Cleaning New Steel: Prepare surfaces for prime coating

new steel in accordance with SP10.

811.06.4 4 Cleaning and Preparing Existing Steel and Existing

Coatings : Prepare surfaces for prime coating steel or damaged areas of newly erected steel in accordance with SP10 or SP11. Remove pack rust prior to solvent cleaning. Prior to blast cleaning, clean oil and extraneous materials from surfaces to be coated to an SP1 level . Notify the Project Engineer immediately when any structural steel appears to be defective . When overcoating existing coatings, or when removing and replacing all or portions of an existing coating , clean, wash, test, and remove soluble salts. Clean using abrasive blast , hand tool, or power tool method to remove corrosion and specified limits of existing coatings. Feather back edges of existing coating to remain a minimum of 3 inches around the perimeter of existing coating removed to provide a smooth transition. Verify edges of existing coating are intact by probing with a dull putty knife in accordance with SP2. Provide surfaces to be coated which are clean, dry, and free from oil, grease, dirt, dust, soluble salts, corrosion, peeling coating, caulk, weld spatter, mill scale, and any other surface contaminants. Prepare steel and coating surface s to meet cleanliness and surface profile requirements as specified on the plans . Roughen previously applied coatings to be overcoated in accordance with coating manufacturer’s recommendations for development of proper inter-coat adhesion. Protect adjac ent surfaces in accordance with 811.05.8.3 . Sequence the surface preparations and coating operations so freshly applied coatings will not be contaminated by dust or foreign matter.

811.06.4 5 Washing: Wash existing coated surfaces using water and

pressure to meet the requirements of SSPC -SP WJ -4 LPWC (3,500 to 5,000 psi) prior to abrasive blasting. Wash existing coated sur faces that are to be overcoated using water and pressure to meet the requirements of SSPC -SP WJ -4 HPWC (5,000 -10,000 psi). Provide surfaces meeting 811.06.4.2 requirements. Surface treatment or water additives to reduce soluble sal t concentrations are allowable, with the approval of the coating system manufacturer. Contain the resulting pressure -wash water in accordance with SSPC Guide 6 Class 2W. All wash water, regardless of removal method, shall be presumed to be hazardous until determined to be non -hazardous by testing. Submit wash water test results to the Project Engineer for record prior to water disposal. Dispose of pressure - wash water in accordance with all State and Federal regulations. Additional testing, rewashing, treatment, additives, or cleaning contaminated surfaces and repainting will be at no additional cost or time to the Department.

811.06.4 3 Cleaning New Steel: Prepare surfaces for prime coating

new steel in accordance with SP10.

811.06.4 4 Cleaning and Preparing Existing Steel and Existing

Coatings : Prepare surfaces for prime coating steel or damaged areas of newly erected steel in accordance with SP10 or SP11. Remove pack rust prior to solvent cleaning. Prior to blast cleaning, clean oil and extraneous materials from surfaces to be coated to an SP1 level . Notify the Project Engineer immediately when any structural steel appears to be defective . When overcoating existing coatings, or when removing and replacing all or portions of an existing coating , clean, wash, test, and remove soluble salts. Clean using abrasive blast , hand tool, or power tool method to remove corrosion and specified limits of existing coatings. Feather back edges of existing coating to remain a minimum of 3 inches around the perimeter of existing coating removed to provide a smooth transition. Verify edges of existing coating are intact by probing with a dull putty knife in accordance with SP2. Provide surfaces to be coated which are clean, dry, and free from oil, grease, dirt, dust, soluble salts, corrosion, peeling coating, caulk, weld spatter, mill scale, and any other surface contaminants. Prepare steel and coating surface s to meet cleanliness and surface profile requirements as specified on the plans . Roughen previously applied coatings to be overcoated in accordance with coating manufacturer’s recommendations for development of proper inter-coat adhesion. Protect adjac ent surfaces in accordance with 811.05.8.3 . Sequence the surface preparations and coating operations so freshly applied coatings will not be contaminated by dust or foreign matter.

811.06.4 5 Washing: Wash existing coated surfaces using water and

pressure to meet the requirements of SSPC -SP WJ -4 LPWC (3,500 to 5,000 psi) prior to abrasive blasting. Wash existing coated sur faces that are to be overcoated using water and pressure to meet the requirements of SSPC -SP WJ -4 HPWC (5,000 -10,000 psi). Provide surfaces meeting 811.06.4.2 requirements. Surface treatment or water additives to reduce soluble sal t concentrations are allowable, with the approval of the coating system manufacturer. Contain the resulting pressure -wash water in accordance with SSPC Guide 6 Class 2W. All wash water, regardless of removal method, shall be presumed to be hazardous until determined to be non -hazardous by testing. Submit wash water test results to the Project Engineer for record prior to water disposal. Dispose of pressure - wash water in accordance with all State and Federal regulations. Additional testing, rewashing, treatment, additives, or cleaning contaminated surfaces and repainting will be at no additional cost or time to the Department.

811.06.4 3 Cleaning New Steel: Prepare surfaces for prime coating

new steel in accordance with SP10.

811.06.4 4 Cleaning and Preparing Existing Steel and Existing

Coatings : Prepare surfaces for prime coating steel or damaged areas of newly erected steel in accordance with SP10 or SP11. Remove pack rust prior to solvent cleaning. Prior to blast cleaning, clean oil and extraneous materials from surfaces to be coated to an SP1 level . Notify the Project Engineer immediately when any structural steel appears to be defective . When overcoating existing coatings, or when removing and replacing all or portions of an existing coating , clean, wash, test, and remove soluble salts. Clean using abrasive blast , hand tool, or power tool method to remove corrosion and specified limits of existing coatings. Feather back edges of existing coating to remain a minimum of 3 inches around the perimeter of existing coating removed to provide a smooth transition. Verify edges of existing coating are intact by probing with a dull putty knife in accordance with SP2. Provide surfaces to be coated which are clean, dry, and free from oil, grease, dirt, dust, soluble salts, corrosion, peeling coating, caulk, weld spatter, mill scale, and any other surface contaminants. Prepare steel and coating surface s to meet cleanliness and surface profile requirements as specified on the plans . Roughen previously applied coatings to be overcoated in accordance with coating manufacturer’s recommendations for development of proper inter-coat adhesion. Protect adjac ent surfaces in accordance with 811.05.8.3 . Sequence the surface preparations and coating operations so freshly applied coatings will not be contaminated by dust or foreign matter.

811.06.4 5 Washing: Wash existing coated surfaces using water and

pressure to meet the requirements of SSPC -SP WJ -4 LPWC (3,500 to 5,000 psi) prior to abrasive blasting. Wash existing coated sur faces that are to be overcoated using water and pressure to meet the requirements of SSPC -SP WJ -4 HPWC (5,000 -10,000 psi). Provide surfaces meeting 811.06.4.2 requirements. Surface treatment or water additives to reduce soluble sal t concentrations are allowable, with the approval of the coating system manufacturer. Contain the resulting pressure -wash water in accordance with SSPC Guide 6 Class 2W. All wash water, regardless of removal method, shall be presumed to be hazardous until determined to be non -hazardous by testing. Submit wash water test results to the Project Engineer for record prior to water disposal. Dispose of pressure - wash water in accordance with all State and Federal regulations. For new steel erected in the field, wash primed steel surfaces to SSPC -SP WJ -4 LPWC (3,500 to 5,000 psi) prior to stripe coat and intermediate coat application .

811.06.4 6 Abrasive Blast Cleaning: Prepare metal surfaces, as

indicated on the plans and in the specifications. Unless otherwise specified, prepare metal surfaces to be painted by abrasive blast cleaning to SP10 level. Use VIS-1 that corresponds to the initial rust condition to judge acceptable cleanliness, but the written requirements take precedence in acceptance. Perform abrasiv e blasting operation during daylight hours. Night -time abrasive blasting will be allowed if an external light plan is submitted to the Project Engineer for review and accepted. Provide external lighting that allows for effective environmental monitoring. Other means and methods under this section, such as mechanical means or specialized equipment, to clean the surface to contract requirements may be allowed if, after review by the Project Engineer, the equipment does not damage the structure . After abrasive blast cleaning, ensure the surface profile meets the specification limits of 1.5 mils to 3.0 mils for new steel and of 1.5 mils to 3.5 mils for existing steel. Coating manufacturer allowable limits different than these values shall not be substit uted. Determi ne the surface profile using “X -Coarse Press -O-Film” replica tape in accordance with ASTM D4417, Standard Test Methods for Field Measurement of Surface profile of Blast Cleaned Steel, Method C. If the profile falls between 1.5 mils and 2.0 mils, average one test with “Coarse” and one test with “X-Coarse” to obtain a reading. For Quality Assurance, the specified sufficient number of locations to characterize the surface in ASTM D4417 section 6.3.5 will be defined as three random tape samples in the first 1000 square feet of surface area and one additional random tape sample for each subsequent 1000 square feet of surface area in a work area. A work area will be defined as the area cleaned during the same shift using the same blast equipment and abrasive, represented by all the samples taken in that area. Any changes made to personnel, blast equipment, or abrasive will result in establishing a new work area. On the first day of abrasive blasting operation, blast two metal panels to the specifications. The metal panels shall be ASTM A709 Grade 36 and measure 0.25 inch by 8.5 inch by 11 inch, which the contractor and engineer shall date and initial. Coat one panel with a clear, non-yellowing finish as a visual example and use the uncoate d panel to calibrate the dry film thickness gauges used on the project. Wrap panels in corrosion inhibitive paper and keep in a clean, dry area. Use panels as a comparison standard throughout the project. For new steel erected in the field, wash primed steel surfaces to SSPC -SP WJ -4 LPWC (3,500 to 5,000 psi) prior to stripe coat and intermediate coat application .

811.06.4 6 Abrasive Blast Cleaning: Prepare metal surfaces, as

indicated on the plans and in the specifications. Unless otherwise specified, prepare metal surfaces to be painted by abrasive blast cleaning to SP10 level. Use VIS-1 that corresponds to the initial rust condition to judge acceptable cleanliness, but the written requirements take precedence in acceptance. Perform abrasiv e blasting operation during daylight hours. Night -time abrasive blasting will be allowed if an external light plan is submitted to the Project Engineer for review and accepted. Provide external lighting that allows for effective environmental monitoring. Other means and methods under this section, such as mechanical means or specialized equipment, to clean the surface to contract requirements may be allowed if, after review by the Project Engineer, the equipment does not damage the structure . After abrasive blast cleaning, ensure the surface profile meets the specification limits of 1.5 mils to 3.0 mils for new steel and of 1.5 mils to 3.5 mils for existing steel. Coating manufacturer allowable limits different than these values shall not be substit uted. Determi ne the surface profile using “X -Coarse Press -O-Film” replica tape in accordance with ASTM D4417, Standard Test Methods for Field Measurement of Surface profile of Blast Cleaned Steel, Method C. If the profile falls between 1.5 mils and 2.0 mils, average one test with “Coarse” and one test with “X-Coarse” to obtain a reading. For Quality Assurance, the specified sufficient number of locations to characterize the surface in ASTM D4417 section 6.3.5 will be defined as three random tape samples in the first 1000 square feet of surface area and one additional random tape sample for each subsequent 1000 square feet of surface area in a work area. A work area will be defined as the area cleaned during the same shift using the same blast equipment and abrasive, represented by all the samples taken in that area. Any changes made to personnel, blast equipment, or abrasive will result in establishing a new work area. On the first day of abrasive blasting operation, blast two metal panels to the specifications. The metal panels shall be ASTM A709 Grade 36 and measure 0.25 inch by 8.5 inch by 11 inch, which the contractor and engineer shall date and initial. Coat one panel with a clear, non-yellowing finish as a visual example and use the uncoate d panel to calibrate the dry film thickness gauges used on the project. Wrap panels in corrosion inhibitive paper and keep in a clean, dry area. Use panels as a comparison standard throughout the project. Upon initiation of abrasive blasting operation on structures containing pack rust areas, blast clean to an acceptable level at least one representative area of pack rust selected by the Project Engineer that is easily accessed. Coat the area with a clear, non-yellowing finish . Use as a visual comparison standard throughout the project. On the first day of abrasive blasting operation, blast the structure for no more than 15 minutes, blow down the prepared surface, and perform three surface profile tape tests in the presence of the QA inspector. If the average surface profile does not fall within specifications, adjust means and methods (grit size, pressure, standoff distance, nozzle angle, etc.). Perform further 15-minute maximum blasting, cleaning, and testing until the surface profile is within specifications, at which time the contractor will be allowed to proceed with full production blast cleaning. Rework any area that does not meet specifications until it meets the requirements of the contract. Schedule cleaning and painting so surfaces to be coated are completely free of any contaminant prior to coating. Remove all abrasive, dust, and paint residue from steel surfaces and any scaffolding, staging, or support steel above the area with a commercial grade HEPA filtered vacuum cleaner equipped with a brush type cleaning tool, or by double blowing. If using the double blowing method, complete all blow -down operations within the contained area and then vacuum all exposed top surfaces of structural steel (flanges, longitudinal stiffeners, splice plates, hangers, etc.). Test all horizontal prepared surfaces for cleanliness prior to coating by simply wiping the surface with a finger; any accumulation requires re-cleaning. If prime coat is not applied within eight hours after the surface has been approved for coating application, the surface will require an additional QA inspection. The QC Inspector shall verify compliance with applicable specifications and conduct required testing prior to notifying the Project Engineer that work area surfaces are ready for primer application. The QA Inspector will conduct surface profile readings in accordance with ASTM D4417 Method C and the contract. The work area will be divided up and tape readings will be taken. All cleaned structural members in the work area shall be represented in the random sampling (truss post, chord, and diagonals, beam flanges and webs, diaphragms, cross -frames, etc.). If the averages of all the QA readings fall within contract specification, the area is compliant and may be primed. If the average of all the QA readings falls outside of the contract limits and the cause is from more than one sample location, the work area is non-compliant and cannot be primed. If the average of all the QA readings falls outside of the contract limits and the cause can be attributed to one location, then the QC Inspector will be notified of the non-compliant work, will be requested to accompany the QA Inspector on a second sampling of the identified area, and will witness the sampling. The secondary sampling will consist of three individual tape readings taken at the initial out-of- compl iant location within a 1 -square -foot area. Substitute the average of the three secondary readings for the initial out-of-compliant location sample in calculating a new overall average of the work area. If the new average for the work area falls within the contract requirements, the area is compliant and may be primed . If the new average does not fall within the contract requirements , the work area is non- compliant and shall not be primed. Re-work and re-test all work areas that are non- compliant until they fall within specifications. Primer applied to non-compliant work areas will result in reporting the activity to the QCS, notifying the Project Engineer, documenting in the DIR, and reworking of the area until surface is compliant. Perform abrasive blast cleaning within a containment system and confine all particulates.

811.06.5 Application: Apply a complete coating system to all metal

surfaces specified to be coated. Apply coatings in accordance with the manufacturer’s recommendations, SSPC -PA1 Paint Application Specification No. 1 and the contract. Prior to the application of prime coat, inspect the substrate for contamination and defects, and prepare the surface in accordance with 811.06.4 . For new steel, the Department’s Fabrication Inspector will perform the QA required at the shop. For existing steel, p rovide the Project Engineer with passing QC documentation for cleanliness and surface profile. Permit the Project Engineer to inspect the substrate to verify proper cleanliness and s urface profile. Apply prime coat after acceptance of the surface preparation by the Project Engineer. The QA Inspector will conduct surface profile readings in accordance with ASTM D4417 Method C and the contract. The work area will be divided up and tape readings will be taken. All cleaned structural members in the work area shall be represented in the random sampling (truss post, chord, and diagonals, beam flanges and webs, diaphragms, cross -frames, etc.). If the averages of all the QA readings fall within contract specification, the area is compliant and may be primed. If the average of all the QA readings falls outside of the contract limits and the cause is from more than one sample location, the work area is non-compliant and cannot be primed. If the average of all the QA readings falls outside of the contract limits and the cause can be attributed to one location, then the QC Inspector will be notified of the non-compliant work, will be requested to accompany the QA Inspector on a second sampling of the identified area, and will witness the sampling. The secondary sampling will consist of three individual tape readings taken at the initial out-of- compl iant location within a 1 -square -foot area. Substitute the average of the three secondary readings for the initial out-of-compliant location sample in calculating a new overall average of the work area. If the new average for the work area falls within the contract requirements, the area is compliant and may be primed . If the new average does not fall within the contract requirements , the work area is non- compliant and shall not be primed. Re-work and re-test all work areas that are non- compliant until they fall within specifications. Primer applied to non-compliant work areas will result in reporting the activity to the QCS, notifying the Project Engineer, documenting in the DIR, and reworking of the area until surface is compliant. Perform abrasive blast cleaning within a containment system and confine all particulates.

811.06.5 Application: Apply a complete coating system to all metal

surfaces specified to be coated. Apply coatings in accordance with the manufacturer’s recommendations, SSPC -PA1 Paint Application Specification No. 1 and the contract. Prior to the application of prime coat, inspect the substrate for contamination and defects, and prepare the surface in accordance with 811.06.4 . For new steel, the Department’s Fabrication Inspector will perform the QA required at the shop. For existing steel, p rovide the Project Engineer with passing QC documentation for cleanliness and surface profile. Permit the Project Engineer to inspect the substrate to verify proper cleanliness and s urface profile. Apply prime coat after acceptance of the surface preparation by the Project Engineer. Prior to the application of each subsequent coat, inspect the coating for contamination and defects . Provide the Project Engineer with passing QC documentation, including DFT readings conforming to SSPC -PA2. Permit the Project Engineer to inspect the coating and verify proper surface preparation and dry film thickness. Apply subsequent coat after acceptance of the previous coat by the Project Engineer. Application of coats without the Project Engineer’s acceptance of the underlying surface or previous coat will be considered non-compliant work. Apply each coat, including a stripe coat, in a color that contrasts with the substrate or preceding coat. Provide a finished surface free from foreign contaminants, grease, stains, dry spray, overspray, runs, sags, drips, excessive paint build up, ridges, waves, laps, streaks, brush marks, blisters, bubbles, craters, mud cracking, holidays, and variations in color, texture , and finish (glossy or dull). Apply coating so each coat has complete coverage (including corners and crevices), has a film of uniform thickness, and bonds to the underlying surface.

811.06.5 1 Paint Systems for New Steel and Cleaned Existing

Steel: Apply each coat of paint with airless or conventional spray equipment in a fine, even spray. If thinning of paint is allowed, thin in accordance with the paint manufacturer’s r ecommendations, but in no case exceed 10 percent. On surfaces inaccessible to spray equipment, paint shall be applied with brush or approved daubers to ensure coverage. When a zinc paint system is specified, apply an inorganic zinc for shop priming, an or ganic zinc for field priming on non -faying surfaces, and an organic zinc for stripe coating . Prime faying surfaces in accordance with 807.05.2.4 . Unless otherwise specified, apply intermediate coat and topcoat paint for new steel after field erection . Base dry-to-handle curing time on the temperature and relative humidity requirements of the manufacturer’s product data sheet curing schedule. Provide 72 hours curing time before shipping.

811.06.5 2 Quality Control and Quality Assurance (QC/QA ): The

painting contractor is responsible for QC regardless of the fact that the Department, the Project Engineer, or their representatives may be present. The Project Engineer will perform QA inspection. The QC Inspector shall, at a minimum, perform the following tests and record the resulting information in accordance with the referenced procedures and frequency for all cleaning and painting operations unless otherwise specified: Prior to the application of each subsequent coat, inspect the coating for contamination and defects . Provide the Project Engineer with passing QC documentation, including DFT readings conforming to SSPC -PA2. Permit the Project Engineer to inspect the coating and verify proper surface preparation and dry film thickness. Apply subsequent coat after acceptance of the previous coat by the Project Engineer. Application of coats without the Project Engineer’s acceptance of the underlying surface or previous coat will be considered non-compliant work. Apply each coat, including a stripe coat, in a color that contrasts with the substrate or preceding coat. Provide a finished surface free from foreign contaminants, grease, stains, dry spray, overspray, runs, sags, drips, excessive paint build up, ridges, waves, laps, streaks, brush marks, blisters, bubbles, craters, mud cracking, holidays, and variations in color, texture , and finish (glossy or dull). Apply coating so each coat has complete coverage (including corners and crevices), has a film of uniform thickness, and bonds to the underlying surface.

811.06.5 1 Paint Systems for New Steel and Cleaned Existing

Steel: Apply each coat of paint with airless or conventional spray equipment in a fine, even spray. If thinning of paint is allowed, thin in accordance with the paint manufacturer’s r ecommendations, but in no case exceed 10 percent. On surfaces inaccessible to spray equipment, paint shall be applied with brush or approved daubers to ensure coverage. When a zinc paint system is specified, apply an inorganic zinc for shop priming, an or ganic zinc for field priming on non -faying surfaces, and an organic zinc for stripe coating . Prime faying surfaces in accordance with 807.05.2.4 . Unless otherwise specified, apply intermediate coat and topcoat paint for new steel after field erection . Base dry-to-handle curing time on the temperature and relative humidity requirements of the manufacturer’s product data sheet curing schedule. Provide 72 hours curing time before shipping.

811.06.5 2 Quality Control and Quality Assurance (QC/QA ): The

painting contractor is responsible for QC regardless of the fact that the Department, the Project Engineer, or their representatives may be present. The Project Engineer will perform QA inspection. The QC Inspector shall, at a minimum, perform the following tests and record the resulting information in accordance with the referenced procedures and frequency for all cleaning and painting operations unless otherwise specified: Prior to the application of each subsequent coat, inspect the coating for contamination and defects . Provide the Project Engineer with passing QC documentation, including DFT readings conforming to SSPC -PA2. Permit the Project Engineer to inspect the coating and verify proper surface preparation and dry film thickness. Apply subsequent coat after acceptance of the previous coat by the Project Engineer. Application of coats without the Project Engineer’s acceptance of the underlying surface or previous coat will be considered non-compliant work. Apply each coat, including a stripe coat, in a color that contrasts with the substrate or preceding coat. Provide a finished surface free from foreign contaminants, grease, stains, dry spray, overspray, runs, sags, drips, excessive paint build up, ridges, waves, laps, streaks, brush marks, blisters, bubbles, craters, mud cracking, holidays, and variations in color, texture , and finish (glossy or dull). Apply coating so each coat has complete coverage (including corners and crevices), has a film of uniform thickness, and bonds to the underlying surface.

811.06.5 1 Paint Systems for New Steel and Cleaned Existing

Steel: Apply each coat of paint with airless or conventional spray equipment in a fine, even spray. If thinning of paint is allowed, thin in accordance with the paint manufacturer’s r ecommendations, but in no case exceed 10 percent. On surfaces inaccessible to spray equipment, paint shall be applied with brush or approved daubers to ensure coverage. When a zinc paint system is specified, apply an inorganic zinc for shop priming, an or ganic zinc for field priming on non -faying surfaces, and an organic zinc for stripe coating . Prime faying surfaces in accordance with 807.05.2.4 . Unless otherwise specified, apply intermediate coat and topcoat paint for new steel after field erection . Base dry-to-handle curing time on the temperature and relative humidity requirements of the manufacturer’s product data sheet curing schedule. Provide 72 hours curing time before shipping.

811.06.5 2 Quality Control and Quality Assurance (QC/QA ): The

painting contractor is responsible for QC regardless of the fact that the Department, the Project Engineer, or their representatives may be present. The Project Engineer will perform QA inspection. The QC Inspector shall, at a minimum, perform the following tests and record the resulting information in accordance with the referenced procedures and frequency for all cleaning and painting operations unless otherwise specified: • Relative humidity readings outside the containment prior to initial bla sting and every 2 hours thereafter; readings inside the containment prior to and every 2 hours during painting. • Temperature readings of air near but outside the containment prior to initial blasting and every 2 hours thereafter; readings of air and steel i nside the containment prior to and every 2 hours during painting. • Daily surface profile measurements, as per ASTM D4417 Method C, before coating. • Daily blotter test results, as per ASTM D4285, prior to blasting during field operations. • Daily dry film thick ness measurements, as per SSPC -PA2, after each coat of paint has dried. • Daily air movement measurements inside containment before blasting for field operations. Acceptance criteria per ventilation requirements in the plan notes and accepted contractor con tainment plan. • Wind speed and direction daily every 2 hours. Take readings near members being coated. • For the initial section of work, inspections by the Project Engineer, contractor, and lead coating inspector will take place for each phase described in

811.05.12 upon completion of each respective phase. Request in writing to

the Project Engineer to schedule these inspections.

811.06.5 3 Weather and Temperature Limitations: Do not spray

coatings when the measured wind speed in the immediate coating area is above 15 miles per hour. Do not apply coatings when contamination from rainfall is imminent or when the ambient air temperature, relative humidity, dew point temperature, or temperature of the steel is outside limits provided on the coating manufacturer’s prod uct data sheet and these specifications. Protect the cleaning and painting area of the structure from environmental conditions during and after the coatings application. Rework any coating which has been adversely affected by the environmental conditions. If utilizing fans, heaters, ventilators, or other equipment to achieve acceptable environmental conditions for coating applications, maintain those conditions until coating reaches a dry-to-touch condition and as recommended by the coatings manufacturer . Provide a time lapse recording instrument for monitoring all controlled conditions during this period. During application, coatings shall be between 40°F and 100°F and according to the manufacturer . Do not apply paint unless the surface temperature of the metal is at least 45°F and rising , and not in excess of 120°F and according to the manufacturer . • Relative humidity readings outside the containment prior to initial bla sting and every 2 hours thereafter; readings inside the containment prior to and every 2 hours during painting. • Temperature readings of air near but outside the containment prior to initial blasting and every 2 hours thereafter; readings of air and steel i nside the containment prior to and every 2 hours during painting. • Daily surface profile measurements, as per ASTM D4417 Method C, before coating. • Daily blotter test results, as per ASTM D4285, prior to blasting during field operations. • Daily dry film thick ness measurements, as per SSPC -PA2, after each coat of paint has dried. • Daily air movement measurements inside containment before blasting for field operations. Acceptance criteria per ventilation requirements in the plan notes and accepted contractor con tainment plan. • Wind speed and direction daily every 2 hours. Take readings near members being coated. • For the initial section of work, inspections by the Project Engineer, contractor, and lead coating inspector will take place for each phase described in

811.05.12 upon completion of each respective phase. Request in writing to

the Project Engineer to schedule these inspections.

811.06.5 3 Weather and Temperature Limitations: Do not spray

coatings when the measured wind speed in the immediate coating area is above 15 miles per hour. Do not apply coatings when contamination from rainfall is imminent or when the ambient air temperature, relative humidity, dew point temperature, or temperature of the steel is outside limits provided on the coating manufacturer’s prod uct data sheet and these specifications. Protect the cleaning and painting area of the structure from environmental conditions during and after the coatings application. Rework any coating which has been adversely affected by the environmental conditions. If utilizing fans, heaters, ventilators, or other equipment to achieve acceptable environmental conditions for coating applications, maintain those conditions until coating reaches a dry-to-touch condition and as recommended by the coatings manufacturer . Provide a time lapse recording instrument for monitoring all controlled conditions during this period. During application, coatings shall be between 40°F and 100°F and according to the manufacturer . Do not apply paint unless the surface temperature of the metal is at least 45°F and rising , and not in excess of 120°F and according to the manufacturer . Do not apply coatings to wet or damp surfaces , during rain, snow, fog, or misty conditions , or when the steel surface temperature is less than 5 °F above the dew point. Do not apply coatings when the relative humidity exceeds 85 percent and according to the manufacturer . Maintain temperature and humidity limits from before commencement of painting to the time of dry-to-touch.

811.06.5 4 Penetrating Sealer: If required by the plans, apply to all

locations where irremovable crevice corrosion remains after all surface preparation best efforts have been made, as determined by the Project Engineer. Apply penetrating sealer to crevice corrosion and allow curing in accordance with the manufacturer’s recommendation prior to applying subsequent coatings.

811.06.5 5 Stripe Coat: Stripe coat is a separate coat and operation, and

is applied to welds, corners, edges, crevices, seams, fastener assemblies, and rough or pitted surfaces. For sh op applied primer, apply stripe coat in the field after erection. For existing steel, apply coatings and penetrating sealer in the following sequence. Apply full prime coat to all areas except where penetrating sealer will be applied. Apply penetrating sea ler. Apply stripe coat. Extend s tripe coat a minimum of 1 -inch beyond the edge, seam, fastener assembly, etc. In general, u se brush or dauber to apply stripe coat and work into crevices and unco ated areas. For continuous uninterrupted edges (not lattice or built - up members), apply stripe coat by spray or rollers. Stripe coating procedures are subject to acceptance by the Project Engineer.

811.06.5 6 Caulking: For painted steel, apply caulk between applications

of intermediate coat and top coat. When a two coat paint system is used, caulk between application of primer coat and top coat. For unpainted weathering steel, field clean surfaces to receive caulk and apply caulk as soon as possible after cleaning. Prepare s urfaces and apply caulking in accordance with caulk manufacturer’s recommendations. Use caulk to seal the perimeter of all faying surfaces, cracks, crevices, joints, gaps less than 1/2 i nch, and skip-welded joints. For gaps 1/2 inch or greater, treat in accordance with the plans. Apply caulking bead with a smooth uniform finish and cure according to the caulk manufacturer’s recommendations.

811.06.5 7 Protection of Surfaces: Protect surfaces and working

mechanisms not intended to be coated during application of c oatings. Clean surfaces that have been contaminated with coatings or other substances until all traces of the coating or substance have been removed. If contaminated surfaces Do not apply coatings to wet or damp surfaces , during rain, snow, fog, or misty conditions , or when the steel surface temperature is less than 5 °F above the dew point. Do not apply coatings when the relative humidity exceeds 85 percent and according to the manufacturer . Maintain temperature and humidity limits from before commencement of painting to the time of dry-to-touch.

811.06.5 4 Penetrating Sealer: If required by the plans, apply to all

locations where irremovable crevice corrosion remains after all surface preparation best efforts have been made, as determined by the Project Engineer. Apply penetrating sealer to crevice corrosion and allow curing in accordance with the manufacturer’s recommendation prior to applying subsequent coatings.

811.06.5 5 Stripe Coat: Stripe coat is a separate coat and operation, and

is applied to welds, corners, edges, crevices, seams, fastener assemblies, and rough or pitted surfaces. For sh op applied primer, apply stripe coat in the field after erection. For existing steel, apply coatings and penetrating sealer in the following sequence. Apply full prime coat to all areas except where penetrating sealer will be applied. Apply penetrating sea ler. Apply stripe coat. Extend s tripe coat a minimum of 1 -inch beyond the edge, seam, fastener assembly, etc. In general, u se brush or dauber to apply stripe coat and work into crevices and unco ated areas. For continuous uninterrupted edges (not lattice or built - up members), apply stripe coat by spray or rollers. Stripe coating procedures are subject to acceptance by the Project Engineer.

811.06.5 6 Caulking: For painted steel, apply caulk between applications

of intermediate coat and top coat. When a two coat paint system is used, caulk between application of primer coat and top coat. For unpainted weathering steel, field clean surfaces to receive caulk and apply caulk as soon as possible after cleaning. Prepare s urfaces and apply caulking in accordance with caulk manufacturer’s recommendations. Use caulk to seal the perimeter of all faying surfaces, cracks, crevices, joints, gaps less than 1/2 i nch, and skip-welded joints. For gaps 1/2 inch or greater, treat in accordance with the plans. Apply caulking bead with a smooth uniform finish and cure according to the caulk manufacturer’s recommendations.

811.06.5 7 Protection of Surfaces: Protect surfaces and working

mechanisms not intended to be coated during application of c oatings. Clean surfaces that have been contaminated with coatings or other substances until all traces of the coating or substance have been removed. If contaminated surfaces Do not apply coatings to wet or damp surfaces , during rain, snow, fog, or misty conditions , or when the steel surface temperature is less than 5 °F above the dew point. Do not apply coatings when the relative humidity exceeds 85 percent and according to the manufacturer . Maintain temperature and humidity limits from before commencement of painting to the time of dry-to-touch.

811.06.5 4 Penetrating Sealer: If required by the plans, apply to all

locations where irremovable crevice corrosion remains after all surface preparation best efforts have been made, as determined by the Project Engineer. Apply penetrating sealer to crevice corrosion and allow curing in accordance with the manufacturer’s recommendation prior to applying subsequent coatings.

811.06.5 5 Stripe Coat: Stripe coat is a separate coat and operation, and

is applied to welds, corners, edges, crevices, seams, fastener assemblies, and rough or pitted surfaces. For sh op applied primer, apply stripe coat in the field after erection. For existing steel, apply coatings and penetrating sealer in the following sequence. Apply full prime coat to all areas except where penetrating sealer will be applied. Apply penetrating sea ler. Apply stripe coat. Extend s tripe coat a minimum of 1 -inch beyond the edge, seam, fastener assembly, etc. In general, u se brush or dauber to apply stripe coat and work into crevices and unco ated areas. For continuous uninterrupted edges (not lattice or built - up members), apply stripe coat by spray or rollers. Stripe coating procedures are subject to acceptance by the Project Engineer.

811.06.5 6 Caulking: For painted steel, apply caulk between applications

of intermediate coat and top coat. When a two coat paint system is used, caulk between application of primer coat and top coat. For unpainted weathering steel, field clean surfaces to receive caulk and apply caulk as soon as possible after cleaning. Prepare s urfaces and apply caulking in accordance with caulk manufacturer’s recommendations. Use caulk to seal the perimeter of all faying surfaces, cracks, crevices, joints, gaps less than 1/2 i nch, and skip-welded joints. For gaps 1/2 inch or greater, treat in accordance with the plans. Apply caulking bead with a smooth uniform finish and cure according to the caulk manufacturer’s recommendations.

811.06.5 7 Protection of Surfaces: Protect surfaces and working

mechanisms not intended to be coated during application of c oatings. Clean surfaces that have been contaminated with coatings or other substances until all traces of the coating or substance have been removed. If contaminated surfaces Do not apply coatings to wet or damp surfaces , during rain, snow, fog, or misty conditions , or when the steel surface temperature is less than 5 °F above the dew point. Do not apply coatings when the relative humidity exceeds 85 percent and according to the manufacturer . Maintain temperature and humidity limits from before commencement of painting to the time of dry-to-touch.

811.06.5 4 Penetrating Sealer: If required by the plans, apply to all

locations where irremovable crevice corrosion remains after all surface preparation best efforts have been made, as determined by the Project Engineer. Apply penetrating sealer to crevice corrosion and allow curing in accordance with the manufacturer’s recommendation prior to applying subsequent coatings.

811.06.5 5 Stripe Coat: Stripe coat is a separate coat and operation, and

is applied to welds, corners, edges, crevices, seams, fastener assemblies, and rough or pitted surfaces. For sh op applied primer, apply stripe coat in the field after erection. For existing steel, apply coatings and penetrating sealer in the following sequence. Apply full prime coat to all areas except where penetrating sealer will be applied. Apply penetrating sea ler. Apply stripe coat. Extend s tripe coat a minimum of 1 -inch beyond the edge, seam, fastener assembly, etc. In general, u se brush or dauber to apply stripe coat and work into crevices and unco ated areas. For continuous uninterrupted edges (not lattice or built - up members), apply stripe coat by spray or rollers. Stripe coating procedures are subject to acceptance by the Project Engineer.

811.06.5 6 Caulking: For painted steel, apply caulk between applications

of intermediate coat and top coat. When a two coat paint system is used, caulk between application of primer coat and top coat. For unpainted weathering steel, field clean surfaces to receive caulk and apply caulk as soon as possible after cleaning. Prepare s urfaces and apply caulking in accordance with caulk manufacturer’s recommendations. Use caulk to seal the perimeter of all faying surfaces, cracks, crevices, joints, gaps less than 1/2 i nch, and skip-welded joints. For gaps 1/2 inch or greater, treat in accordance with the plans. Apply caulking bead with a smooth uniform finish and cure according to the caulk manufacturer’s recommendations.

811.06.5 7 Protection of Surfaces: Protect surfaces and working

mechanisms not intended to be coated during application of c oatings. Clean surfaces that have been contaminated with coatings or other substances until all traces of the coating or substance have been removed. If contaminated surfaces Do not apply coatings to wet or damp surfaces , during rain, snow, fog, or misty conditions , or when the steel surface temperature is less than 5 °F above the dew point. Do not apply coatings when the relative humidity exceeds 85 percent and according to the manufacturer . Maintain temperature and humidity limits from before commencement of painting to the time of dry-to-touch.

811.06.5 4 Penetrating Sealer: If required by the plans, apply to all

locations where irremovable crevice corrosion remains after all surface preparation best efforts have been made, as determined by the Project Engineer. Apply penetrating sealer to crevice corrosion and allow curing in accordance with the manufacturer’s recommendation prior to applying subsequent coatings.

811.06.5 5 Stripe Coat: Stripe coat is a separate coat and operation, and

is applied to welds, corners, edges, crevices, seams, fastener assemblies, and rough or pitted surfaces. For sh op applied primer, apply stripe coat in the field after erection. For existing steel, apply coatings and penetrating sealer in the following sequence. Apply full prime coat to all areas except where penetrating sealer will be applied. Apply penetrating sea ler. Apply stripe coat. Extend s tripe coat a minimum of 1 -inch beyond the edge, seam, fastener assembly, etc. In general, u se brush or dauber to apply stripe coat and work into crevices and unco ated areas. For continuous uninterrupted edges (not lattice or built - up members), apply stripe coat by spray or rollers. Stripe coating procedures are subject to acceptance by the Project Engineer.

811.06.5 6 Caulking: For painted steel, apply caulk between applications

of intermediate coat and top coat. When a two coat paint system is used, caulk between application of primer coat and top coat. For unpainted weathering steel, field clean surfaces to receive caulk and apply caulk as soon as possible after cleaning. Prepare s urfaces and apply caulking in accordance with caulk manufacturer’s recommendations. Use caulk to seal the perimeter of all faying surfaces, cracks, crevices, joints, gaps less than 1/2 i nch, and skip-welded joints. For gaps 1/2 inch or greater, treat in accordance with the plans. Apply caulking bead with a smooth uniform finish and cure according to the caulk manufacturer’s recommendations.

811.06.5 7 Protection of Surfaces: Protect surfaces and working

mechanisms not intended to be coated during application of c oatings. Clean surfaces that have been contaminated with coatings or other substances until all traces of the coating or substance have been removed. If contaminated surfaces were lubricated, solvent clean to remove contaminants and lubricant, and re - lubricate as directed by the Project Engineer. Do not allow material from cleaning and coating operations to be dispersed outside the intended work area. Remove and repair, to the satisfaction of the Department as a condition of Final Acceptance, all contam ination, scratches, marks, stains, and other effects to the work introduced by cleaning and painting, including the installation and removal of temporary works, which are deemed unacceptable by the Department.

811.06.5 8 Mixing and Thinning: Mix all coatings in a ccordance with

the manufacturer’s product data sheet. Only mix complete kits. Use thinners and solvents in accordance with the requirements of the coating manufacturer’s product data sheet. Perform all mixing operations over an impervious surface with provisions to prevent runoff of any spilled material.

811.06.5 9 Application Methods: Use coating application equipment

to apply coatings per coating manufacturer’s product data sheet. Application with brushes is acceptable for minor touchup of spray applications, stripe coats, or when otherwise approved by the Project Engineer. Adjust spray equipment to produce an even, wet coat with minimum overspray. Apply coatings in even, parallel passes, overlapping 50 percent. Agitate coatings during application as requir ed by the coating manufacturer’s product data sheet to provide uniform consistency. Touch up missed or damaged locations after a coat dries and before applying succeeding coats. Strictly abide by the manufacturer's specified recoat period. Apply no paint until the preceding coat has met the recoat criteria and has been both tested and accepted by the Project Engineer. Where conditions require recoat after the specified recoat period, employ the manufacturer’s recommended remedial procedures. Any coating removed during this process shall be replaced prior to applying additional coats. Protect adjacent surfaces already properly coated.

811.06.5 10 Thickness and Completeness of Coats: Apply

coatings to the DFT as identified in the AML for the paint system selected a nd at least the number of coats specified. When required, apply penetrating sealer to the amount specified by the manufacturer and accepted by the Project Engineer. After application of each coat, thoroughly inspect the surfaces for completeness of coat and measure the DFT in accordance with SSPC -PA2. When the DFT does not meet specifications, repair in accordance with the manufacturer’s recommendations. R etest the repaired areas and remediate as required to the satisfaction of the Project Engineer .

811.06.5 11 Coating, Drying, and Curing: Apply coatings within the

time specified by the coating manufacturer’s product data sheet for drying and were lubricated, solvent clean to remove contaminants and lubricant, and re - lubricate as directed by the Project Engineer. Do not allow material from cleaning and coating operations to be dispersed outside the intended work area. Remove and repair, to the satisfaction of the Department as a condition of Final Acceptance, all contam ination, scratches, marks, stains, and other effects to the work introduced by cleaning and painting, including the installation and removal of temporary works, which are deemed unacceptable by the Department.

811.06.5 8 Mixing and Thinning: Mix all coatings in a ccordance with

the manufacturer’s product data sheet. Only mix complete kits. Use thinners and solvents in accordance with the requirements of the coating manufacturer’s product data sheet. Perform all mixing operations over an impervious surface with provisions to prevent runoff of any spilled material.

811.06.5 9 Application Methods: Use coating application equipment

to apply coatings per coating manufacturer’s product data sheet. Application with brushes is acceptable for minor touchup of spray applications, stripe coats, or when otherwise approved by the Project Engineer. Adjust spray equipment to produce an even, wet coat with minimum overspray. Apply coatings in even, parallel passes, overlapping 50 percent. Agitate coatings during application as requir ed by the coating manufacturer’s product data sheet to provide uniform consistency. Touch up missed or damaged locations after a coat dries and before applying succeeding coats. Strictly abide by the manufacturer's specified recoat period. Apply no paint until the preceding coat has met the recoat criteria and has been both tested and accepted by the Project Engineer. Where conditions require recoat after the specified recoat period, employ the manufacturer’s recommended remedial procedures. Any coating removed during this process shall be replaced prior to applying additional coats. Protect adjacent surfaces already properly coated.

811.06.5 10 Thickness and Completeness of Coats: Apply

coatings to the DFT as identified in the AML for the paint system selected a nd at least the number of coats specified. When required, apply penetrating sealer to the amount specified by the manufacturer and accepted by the Project Engineer. After application of each coat, thoroughly inspect the surfaces for completeness of coat and measure the DFT in accordance with SSPC -PA2. When the DFT does not meet specifications, repair in accordance with the manufacturer’s recommendations. R etest the repaired areas and remediate as required to the satisfaction of the Project Engineer .

811.06.5 11 Coating, Drying, and Curing: Apply coatings within the

time specified by the coating manufacturer’s product data sheet for drying and were lubricated, solvent clean to remove contaminants and lubricant, and re - lubricate as directed by the Project Engineer. Do not allow material from cleaning and coating operations to be dispersed outside the intended work area. Remove and repair, to the satisfaction of the Department as a condition of Final Acceptance, all contam ination, scratches, marks, stains, and other effects to the work introduced by cleaning and painting, including the installation and removal of temporary works, which are deemed unacceptable by the Department.

811.06.5 8 Mixing and Thinning: Mix all coatings in a ccordance with

the manufacturer’s product data sheet. Only mix complete kits. Use thinners and solvents in accordance with the requirements of the coating manufacturer’s product data sheet. Perform all mixing operations over an impervious surface with provisions to prevent runoff of any spilled material.

811.06.5 9 Application Methods: Use coating application equipment

to apply coatings per coating manufacturer’s product data sheet. Application with brushes is acceptable for minor touchup of spray applications, stripe coats, or when otherwise approved by the Project Engineer. Adjust spray equipment to produce an even, wet coat with minimum overspray. Apply coatings in even, parallel passes, overlapping 50 percent. Agitate coatings during application as requir ed by the coating manufacturer’s product data sheet to provide uniform consistency. Touch up missed or damaged locations after a coat dries and before applying succeeding coats. Strictly abide by the manufacturer's specified recoat period. Apply no paint until the preceding coat has met the recoat criteria and has been both tested and accepted by the Project Engineer. Where conditions require recoat after the specified recoat period, employ the manufacturer’s recommended remedial procedures. Any coating removed during this process shall be replaced prior to applying additional coats. Protect adjacent surfaces already properly coated.

811.06.5 10 Thickness and Completeness of Coats: Apply

coatings to the DFT as identified in the AML for the paint system selected a nd at least the number of coats specified. When required, apply penetrating sealer to the amount specified by the manufacturer and accepted by the Project Engineer. After application of each coat, thoroughly inspect the surfaces for completeness of coat and measure the DFT in accordance with SSPC -PA2. When the DFT does not meet specifications, repair in accordance with the manufacturer’s recommendations. R etest the repaired areas and remediate as required to the satisfaction of the Project Engineer .

811.06.5 11 Coating, Drying, and Curing: Apply coatings within the

time specified by the coating manufacturer’s product data sheet for drying and were lubricated, solvent clean to remove contaminants and lubricant, and re - lubricate as directed by the Project Engineer. Do not allow material from cleaning and coating operations to be dispersed outside the intended work area. Remove and repair, to the satisfaction of the Department as a condition of Final Acceptance, all contam ination, scratches, marks, stains, and other effects to the work introduced by cleaning and painting, including the installation and removal of temporary works, which are deemed unacceptable by the Department.

811.06.5 8 Mixing and Thinning: Mix all coatings in a ccordance with

the manufacturer’s product data sheet. Only mix complete kits. Use thinners and solvents in accordance with the requirements of the coating manufacturer’s product data sheet. Perform all mixing operations over an impervious surface with provisions to prevent runoff of any spilled material.

811.06.5 9 Application Methods: Use coating application equipment

to apply coatings per coating manufacturer’s product data sheet. Application with brushes is acceptable for minor touchup of spray applications, stripe coats, or when otherwise approved by the Project Engineer. Adjust spray equipment to produce an even, wet coat with minimum overspray. Apply coatings in even, parallel passes, overlapping 50 percent. Agitate coatings during application as requir ed by the coating manufacturer’s product data sheet to provide uniform consistency. Touch up missed or damaged locations after a coat dries and before applying succeeding coats. Strictly abide by the manufacturer's specified recoat period. Apply no paint until the preceding coat has met the recoat criteria and has been both tested and accepted by the Project Engineer. Where conditions require recoat after the specified recoat period, employ the manufacturer’s recommended remedial procedures. Any coating removed during this process shall be replaced prior to applying additional coats. Protect adjacent surfaces already properly coated.

811.06.5 10 Thickness and Completeness of Coats: Apply

coatings to the DFT as identified in the AML for the paint system selected a nd at least the number of coats specified. When required, apply penetrating sealer to the amount specified by the manufacturer and accepted by the Project Engineer. After application of each coat, thoroughly inspect the surfaces for completeness of coat and measure the DFT in accordance with SSPC -PA2. When the DFT does not meet specifications, repair in accordance with the manufacturer’s recommendations. R etest the repaired areas and remediate as required to the satisfaction of the Project Engineer .

811.06.5 11 Coating, Drying, and Curing: Apply coatings within the

time specified by the coating manufacturer’s product data sheet for drying and were lubricated, solvent clean to remove contaminants and lubricant, and re - lubricate as directed by the Project Engineer. Do not allow material from cleaning and coating operations to be dispersed outside the intended work area. Remove and repair, to the satisfaction of the Department as a condition of Final Acceptance, all contam ination, scratches, marks, stains, and other effects to the work introduced by cleaning and painting, including the installation and removal of temporary works, which are deemed unacceptable by the Department.

811.06.5 8 Mixing and Thinning: Mix all coatings in a ccordance with

the manufacturer’s product data sheet. Only mix complete kits. Use thinners and solvents in accordance with the requirements of the coating manufacturer’s product data sheet. Perform all mixing operations over an impervious surface with provisions to prevent runoff of any spilled material.

811.06.5 9 Application Methods: Use coating application equipment

to apply coatings per coating manufacturer’s product data sheet. Application with brushes is acceptable for minor touchup of spray applications, stripe coats, or when otherwise approved by the Project Engineer. Adjust spray equipment to produce an even, wet coat with minimum overspray. Apply coatings in even, parallel passes, overlapping 50 percent. Agitate coatings during application as requir ed by the coating manufacturer’s product data sheet to provide uniform consistency. Touch up missed or damaged locations after a coat dries and before applying succeeding coats. Strictly abide by the manufacturer's specified recoat period. Apply no paint until the preceding coat has met the recoat criteria and has been both tested and accepted by the Project Engineer. Where conditions require recoat after the specified recoat period, employ the manufacturer’s recommended remedial procedures. Any coating removed during this process shall be replaced prior to applying additional coats. Protect adjacent surfaces already properly coated.

811.06.5 10 Thickness and Completeness of Coats: Apply

coatings to the DFT as identified in the AML for the paint system selected a nd at least the number of coats specified. When required, apply penetrating sealer to the amount specified by the manufacturer and accepted by the Project Engineer. After application of each coat, thoroughly inspect the surfaces for completeness of coat and measure the DFT in accordance with SSPC -PA2. When the DFT does not meet specifications, repair in accordance with the manufacturer’s recommendations. R etest the repaired areas and remediate as required to the satisfaction of the Project Engineer .

811.06.5 11 Coating, Drying, and Curing: Apply coatings within the

time specified by the coating manufacturer’s product data sheet for drying and recoating. Before handling the coated member , test for cure in accordance with the manufacturer’s recommended method.

811.06.5 12 Coating Finish: Protect the surface from contamination

and disfigurement by construction activities. All marred painted surfaces are considered damaged areas and require repair.

811.06.5 13 Touchup and Repair: Repair all damaged or defective

coatings prior to a pplication of subsequent coatings. Repair with materials and to a condition equal to that of the coating system specified. Repair all dry spray by removing underlying coat and repair to meet original requirements. Protect adjacent coated surfaces and le ave in place until the paint film has properly dried. Do not handle, work on, or disturb items which have been coated until the paint coat completely dries and hardens. Repair any damaged, unclean, or uncoated surface with a written repair procedure appro ved by the coating manufacturer and accepted by the Project Engineer.

811.06.6 Stenciling: After production painting is complete, stencil the date

of completion in MM/YYYY format, coating manufacturer, and type of paint system applied to each structure painted in the project. Place stenciled information on a painted exterior steel superstructure surface approximately 10 feet from each side and each of end of the structure and visible in profile view at specific locations determined by the Project Engineer. Pro vide 21/2 -inch high block letters using paint that forms a contrast with the background and is compatible with the paint system used.

811.07 Cleaning and Paintin G Other Items.

811.07.1 Permanent Sheet, Pipe, and H -Piles: Prepare the substrate in

accordance with 811.06.4 . Provide a surface profile in accordance with the manufacturer’s p roduct data sheet, but in no case less than 2.5 mils. Re -blast piles not coated within eight hours of blasting or if the surface to be coated no longer meets the requirements of SP10. Unless otherwise specified , apply coal tar epoxy -polyamide paint system . Apply paint system to sides of piles from the top of the piles to a depth of ten feet below the lowe st of the design ground surface or the design scour depth, except no coating is required on the interior of pipe piles. Apply the paint system in accordance with the following : Apply in two coats. The time interval between the first coat and the second coat shall be in accordance with the coating manufacturer’s published specifications. Apply the first coat to yield a DFT of 8 to 10 mils. Apply th e second coat to yield a total DFT of the two coats between 16 and 20 mils. recoating. Before handling the coated member , test for cure in accordance with the manufacturer’s recommended method.

811.06.5 12 Coating Finish: Protect the surface from contamination

and disfigurement by construction activities. All marred painted surfaces are considered damaged areas and require repair.

811.06.5 13 Touchup and Repair: Repair all damaged or defective

coatings prior to a pplication of subsequent coatings. Repair with materials and to a condition equal to that of the coating system specified. Repair all dry spray by removing underlying coat and repair to meet original requirements. Protect adjacent coated surfaces and le ave in place until the paint film has properly dried. Do not handle, work on, or disturb items which have been coated until the paint coat completely dries and hardens. Repair any damaged, unclean, or uncoated surface with a written repair procedure appro ved by the coating manufacturer and accepted by the Project Engineer.

811.06.6 Stenciling: After production painting is complete, stencil the date

of completion in MM/YYYY format, coating manufacturer, and type of paint system applied to each structure painted in the project. Place stenciled information on a painted exterior steel superstructure surface approximately 10 feet from each side and each of end of the structure and visible in profile view at specific locations determined by the Project Engineer. Pro vide 21/2 -inch high block letters using paint that forms a contrast with the background and is compatible with the paint system used.

811.07 Cleaning and Paintin G Other Items.

811.07.1 Permanent Sheet, Pipe, and H -Piles: Prepare the substrate in

accordance with 811.06.4 . Provide a surface profile in accordance with the manufacturer’s p roduct data sheet, but in no case less than 2.5 mils. Re -blast piles not coated within eight hours of blasting or if the surface to be coated no longer meets the requirements of SP10. Unless otherwise specified , apply coal tar epoxy -polyamide paint system . Apply paint system to sides of piles from the top of the piles to a depth of ten feet below the lowe st of the design ground surface or the design scour depth, except no coating is required on the interior of pipe piles. Apply the paint system in accordance with the following : Apply in two coats. The time interval between the first coat and the second coat shall be in accordance with the coating manufacturer’s published specifications. Apply the first coat to yield a DFT of 8 to 10 mils. Apply th e second coat to yield a total DFT of the two coats between 16 and 20 mils. recoating. Before handling the coated member , test for cure in accordance with the manufacturer’s recommended method.

811.06.5 12 Coating Finish: Protect the surface from contamination

and disfigurement by construction activities. All marred painted surfaces are considered damaged areas and require repair.

811.06.5 13 Touchup and Repair: Repair all damaged or defective

coatings prior to a pplication of subsequent coatings. Repair with materials and to a condition equal to that of the coating system specified. Repair all dry spray by removing underlying coat and repair to meet original requirements. Protect adjacent coated surfaces and le ave in place until the paint film has properly dried. Do not handle, work on, or disturb items which have been coated until the paint coat completely dries and hardens. Repair any damaged, unclean, or uncoated surface with a written repair procedure appro ved by the coating manufacturer and accepted by the Project Engineer.

811.06.6 Stenciling: After production painting is complete, stencil the date

of completion in MM/YYYY format, coating manufacturer, and type of paint system applied to each structure painted in the project. Place stenciled information on a painted exterior steel superstructure surface approximately 10 feet from each side and each of end of the structure and visible in profile view at specific locations determined by the Project Engineer. Pro vide 21/2 -inch high block letters using paint that forms a contrast with the background and is compatible with the paint system used.

811.07 Cleaning and Paintin G Other Items.

811.07.1 Permanent Sheet, Pipe, and H -Piles: Prepare the substrate in

accordance with 811.06.4 . Provide a surface profile in accordance with the manufacturer’s p roduct data sheet, but in no case less than 2.5 mils. Re -blast piles not coated within eight hours of blasting or if the surface to be coated no longer meets the requirements of SP10. Unless otherwise specified , apply coal tar epoxy -polyamide paint system . Apply paint system to sides of piles from the top of the piles to a depth of ten feet below the lowe st of the design ground surface or the design scour depth, except no coating is required on the interior of pipe piles. Apply the paint system in accordance with the following : Apply in two coats. The time interval between the first coat and the second coat shall be in accordance with the coating manufacturer’s published specifications. Apply the first coat to yield a DFT of 8 to 10 mils. Apply th e second coat to yield a total DFT of the two coats between 16 and 20 mils. recoating. Before handling the coated member , test for cure in accordance with the manufacturer’s recommended method.

811.06.5 12 Coating Finish: Protect the surface from contamination

and disfigurement by construction activities. All marred painted surfaces are considered damaged areas and require repair.

811.06.5 13 Touchup and Repair: Repair all damaged or defective

coatings prior to a pplication of subsequent coatings. Repair with materials and to a condition equal to that of the coating system specified. Repair all dry spray by removing underlying coat and repair to meet original requirements. Protect adjacent coated surfaces and le ave in place until the paint film has properly dried. Do not handle, work on, or disturb items which have been coated until the paint coat completely dries and hardens. Repair any damaged, unclean, or uncoated surface with a written repair procedure appro ved by the coating manufacturer and accepted by the Project Engineer.

811.06.6 Stenciling: After production painting is complete, stencil the date

of completion in MM/YYYY format, coating manufacturer, and type of paint system applied to each structure painted in the project. Place stenciled information on a painted exterior steel superstructure surface approximately 10 feet from each side and each of end of the structure and visible in profile view at specific locations determined by the Project Engineer. Pro vide 21/2 -inch high block letters using paint that forms a contrast with the background and is compatible with the paint system used.

811.07 Cleaning and Paintin G Other Items.

811.07.1 Permanent Sheet, Pipe, and H -Piles: Prepare the substrate in

accordance with 811.06.4 . Provide a surface profile in accordance with the manufacturer’s p roduct data sheet, but in no case less than 2.5 mils. Re -blast piles not coated within eight hours of blasting or if the surface to be coated no longer meets the requirements of SP10. Unless otherwise specified , apply coal tar epoxy -polyamide paint system . Apply paint system to sides of piles from the top of the piles to a depth of ten feet below the lowe st of the design ground surface or the design scour depth, except no coating is required on the interior of pipe piles. Apply the paint system in accordance with the following : Apply in two coats. The time interval between the first coat and the second coat shall be in accordance with the coating manufacturer’s published specifications. Apply the first coat to yield a DFT of 8 to 10 mils. Apply th e second coat to yield a total DFT of the two coats between 16 and 20 mils. recoating. Before handling the coated member , test for cure in accordance with the manufacturer’s recommended method.

811.06.5 12 Coating Finish: Protect the surface from contamination

and disfigurement by construction activities. All marred painted surfaces are considered damaged areas and require repair.

811.06.5 13 Touchup and Repair: Repair all damaged or defective

coatings prior to a pplication of subsequent coatings. Repair with materials and to a condition equal to that of the coating system specified. Repair all dry spray by removing underlying coat and repair to meet original requirements. Protect adjacent coated surfaces and le ave in place until the paint film has properly dried. Do not handle, work on, or disturb items which have been coated until the paint coat completely dries and hardens. Repair any damaged, unclean, or uncoated surface with a written repair procedure appro ved by the coating manufacturer and accepted by the Project Engineer.

811.06.6 Stenciling: After production painting is complete, stencil the date

of completion in MM/YYYY format, coating manufacturer, and type of paint system applied to each structure painted in the project. Place stenciled information on a painted exterior steel superstructure surface approximately 10 feet from each side and each of end of the structure and visible in profile view at specific locations determined by the Project Engineer. Pro vide 21/2 -inch high block letters using paint that forms a contrast with the background and is compatible with the paint system used.

811.07 Cleaning and Paintin G Other Items.

811.07.1 Permanent Sheet, Pipe, and H -Piles: Prepare the substrate in

accordance with 811.06.4 . Provide a surface profile in accordance with the manufacturer’s p roduct data sheet, but in no case less than 2.5 mils. Re -blast piles not coated within eight hours of blasting or if the surface to be coated no longer meets the requirements of SP10. Unless otherwise specified , apply coal tar epoxy -polyamide paint system . Apply paint system to sides of piles from the top of the piles to a depth of ten feet below the lowe st of the design ground surface or the design scour depth, except no coating is required on the interior of pipe piles. Apply the paint system in accordance with the following : Apply in two coats. The time interval between the first coat and the second coat shall be in accordance with the coating manufacturer’s published specifications. Apply the first coat to yield a DFT of 8 to 10 mils. Apply th e second coat to yield a total DFT of the two coats between 16 and 20 mils. recoating. Before handling the coated member , test for cure in accordance with the manufacturer’s recommended method.

811.06.5 12 Coating Finish: Protect the surface from contamination

and disfigurement by construction activities. All marred painted surfaces are considered damaged areas and require repair.

811.06.5 13 Touchup and Repair: Repair all damaged or defective

coatings prior to a pplication of subsequent coatings. Repair with materials and to a condition equal to that of the coating system specified. Repair all dry spray by removing underlying coat and repair to meet original requirements. Protect adjacent coated surfaces and le ave in place until the paint film has properly dried. Do not handle, work on, or disturb items which have been coated until the paint coat completely dries and hardens. Repair any damaged, unclean, or uncoated surface with a written repair procedure appro ved by the coating manufacturer and accepted by the Project Engineer.

811.06.6 Stenciling: After production painting is complete, stencil the date

of completion in MM/YYYY format, coating manufacturer, and type of paint system applied to each structure painted in the project. Place stenciled information on a painted exterior steel superstructure surface approximately 10 feet from each side and each of end of the structure and visible in profile view at specific locations determined by the Project Engineer. Pro vide 21/2 -inch high block letters using paint that forms a contrast with the background and is compatible with the paint system used.

811.07 Cleaning and Paintin G Other Items.

811.07.1 Permanent Sheet, Pipe, and H -Piles: Prepare the substrate in

accordance with 811.06.4 . Provide a surface profile in accordance with the manufacturer’s p roduct data sheet, but in no case less than 2.5 mils. Re -blast piles not coated within eight hours of blasting or if the surface to be coated no longer meets the requirements of SP10. Unless otherwise specified , apply coal tar epoxy -polyamide paint system . Apply paint system to sides of piles from the top of the piles to a depth of ten feet below the lowe st of the design ground surface or the design scour depth, except no coating is required on the interior of pipe piles. Apply the paint system in accordance with the following : Apply in two coats. The time interval between the first coat and the second coat shall be in accordance with the coating manufacturer’s published specifications. Apply the first coat to yield a DFT of 8 to 10 mils. Apply th e second coat to yield a total DFT of the two coats between 16 and 20 mils. After coating applications, the Project Engineer will observe the contractor’s inspection of the surfaces and make film thickness measurements at the approximate rate of one for ea ch 25 square feet of area unless deficient thickness is found. In that case, the rate of sub -measurements will be increased as required to determine the extent of the deficient area. Test and remediate in accordance with 811.06.5.10 and

811.06.5 13 .

Cure coating in accordance with 811.06.5.11 . Do not handle until coating is cured.

811.07.2 Aluminum: Aluminum surfaces placed in contact with or fastened

to non -galvanized steel members are t o be thoroughly coated with an accepted aluminum impregnated caulking compound. Paint aluminum surfaces in contact with concrete with a heavy coat of alkaline resistant bituminous paint or a coat of zinc chromate paint and allow drying before placing.

811.07.3 Lum ber and Timber: Satisfactorily clean and paint lumber and

timber requiring painting with three coats of the specified paint. If not specified, use the paint selected by the Project Engineer. Process treated timber to be painted in accordance with Section 1014 .

811.07.4 Machinery: Clean machinery surfaces specified to be painted

using full containment and prepare surfaces in accordance with 811.06.4 . Prepare flexible couplings, reducers, bearings, electric motors, brakes, limit switches, and equipment with shaft seals, in accordance with SP1, SP2, and VIS 1. Contamination or abrasive blasting of these items will require remediation that may include disassembly and cleaning, replacement of seals, and/or replacement of equipment, all at no additional time or cost to the Depa rtment. Hand -abrade surfaces having baked on enamel in accordance with paint system manufacturer recommendations. Prepare other machinery components in accordance with SP10 or SP11, and VIS -1. Provide glossy finish on machinery top coat. Provide t op coat color to match Federal Safety Orange on rotating shafts, couplings, and open gearing.

811.08 Galvanizing and Meta Llizing Metal Parts and

SURFACES :

811.08.1 Galvanizing: The following criteria shall be properly controlled

and shall meet standards that are satisfactory for the galvanizing process. • Defects arising from fabrication. • Thickness and uniformity of coating. • Adherence of coating. • Appearance. After coating applications, the Project Engineer will observe the contractor’s inspection of the surfaces and make film thickness measurements at the approximate rate of one for ea ch 25 square feet of area unless deficient thickness is found. In that case, the rate of sub -measurements will be increased as required to determine the extent of the deficient area. Test and remediate in accordance with 811.06.5.10 and

811.06.5 13 .

Cure coating in accordance with 811.06.5.11 . Do not handle until coating is cured.

811.07.2 Aluminum: Aluminum surfaces placed in contact with or fastened

to non -galvanized steel members are t o be thoroughly coated with an accepted aluminum impregnated caulking compound. Paint aluminum surfaces in contact with concrete with a heavy coat of alkaline resistant bituminous paint or a coat of zinc chromate paint and allow drying before placing.

811.07.3 Lum ber and Timber: Satisfactorily clean and paint lumber and

timber requiring painting with three coats of the specified paint. If not specified, use the paint selected by the Project Engineer. Process treated timber to be painted in accordance with Section 1014 .

811.07.4 Machinery: Clean machinery surfaces specified to be painted

using full containment and prepare surfaces in accordance with 811.06.4 . Prepare flexible couplings, reducers, bearings, electric motors, brakes, limit switches, and equipment with shaft seals, in accordance with SP1, SP2, and VIS 1. Contamination or abrasive blasting of these items will require remediation that may include disassembly and cleaning, replacement of seals, and/or replacement of equipment, all at no additional time or cost to the Depa rtment. Hand -abrade surfaces having baked on enamel in accordance with paint system manufacturer recommendations. Prepare other machinery components in accordance with SP10 or SP11, and VIS -1. Provide glossy finish on machinery top coat. Provide t op coat color to match Federal Safety Orange on rotating shafts, couplings, and open gearing.

811.08 Galvanizing and Meta Llizing Metal Parts and

SURFACES :

811.08.1 Galvanizing: The following criteria shall be properly controlled

and shall meet standards that are satisfactory for the galvanizing process. • Defects arising from fabrication. • Thickness and uniformity of coating. • Adherence of coating. • Appearance. After coating applications, the Project Engineer will observe the contractor’s inspection of the surfaces and make film thickness measurements at the approximate rate of one for ea ch 25 square feet of area unless deficient thickness is found. In that case, the rate of sub -measurements will be increased as required to determine the extent of the deficient area. Test and remediate in accordance with 811.06.5.10 and

811.06.5 13 .

Cure coating in accordance with 811.06.5.11 . Do not handle until coating is cured.

811.07.2 Aluminum: Aluminum surfaces placed in contact with or fastened

to non -galvanized steel members are t o be thoroughly coated with an accepted aluminum impregnated caulking compound. Paint aluminum surfaces in contact with concrete with a heavy coat of alkaline resistant bituminous paint or a coat of zinc chromate paint and allow drying before placing.

811.07.3 Lum ber and Timber: Satisfactorily clean and paint lumber and

timber requiring painting with three coats of the specified paint. If not specified, use the paint selected by the Project Engineer. Process treated timber to be painted in accordance with Section 1014 .

811.07.4 Machinery: Clean machinery surfaces specified to be painted

using full containment and prepare surfaces in accordance with 811.06.4 . Prepare flexible couplings, reducers, bearings, electric motors, brakes, limit switches, and equipment with shaft seals, in accordance with SP1, SP2, and VIS 1. Contamination or abrasive blasting of these items will require remediation that may include disassembly and cleaning, replacement of seals, and/or replacement of equipment, all at no additional time or cost to the Depa rtment. Hand -abrade surfaces having baked on enamel in accordance with paint system manufacturer recommendations. Prepare other machinery components in accordance with SP10 or SP11, and VIS -1. Provide glossy finish on machinery top coat. Provide t op coat color to match Federal Safety Orange on rotating shafts, couplings, and open gearing.

811.08 Galvanizing and Meta Llizing Metal Parts and

SURFACES :

811.08.1 Galvanizing: The following criteria shall be properly controlled

and shall meet standards that are satisfactory for the galvanizing process. • Defects arising from fabrication. • Thickness and uniformity of coating. • Adherence of coating. • Appearance. After coating applications, the Project Engineer will observe the contractor’s inspection of the surfaces and make film thickness measurements at the approximate rate of one for ea ch 25 square feet of area unless deficient thickness is found. In that case, the rate of sub -measurements will be increased as required to determine the extent of the deficient area. Test and remediate in accordance with 811.06.5.10 and

811.06.5 13 .

Cure coating in accordance with 811.06.5.11 . Do not handle until coating is cured.

811.07.2 Aluminum: Aluminum surfaces placed in contact with or fastened

to non -galvanized steel members are t o be thoroughly coated with an accepted aluminum impregnated caulking compound. Paint aluminum surfaces in contact with concrete with a heavy coat of alkaline resistant bituminous paint or a coat of zinc chromate paint and allow drying before placing.

811.07.3 Lum ber and Timber: Satisfactorily clean and paint lumber and

timber requiring painting with three coats of the specified paint. If not specified, use the paint selected by the Project Engineer. Process treated timber to be painted in accordance with Section 1014 .

811.07.4 Machinery: Clean machinery surfaces specified to be painted

using full containment and prepare surfaces in accordance with 811.06.4 . Prepare flexible couplings, reducers, bearings, electric motors, brakes, limit switches, and equipment with shaft seals, in accordance with SP1, SP2, and VIS 1. Contamination or abrasive blasting of these items will require remediation that may include disassembly and cleaning, replacement of seals, and/or replacement of equipment, all at no additional time or cost to the Depa rtment. Hand -abrade surfaces having baked on enamel in accordance with paint system manufacturer recommendations. Prepare other machinery components in accordance with SP10 or SP11, and VIS -1. Provide glossy finish on machinery top coat. Provide t op coat color to match Federal Safety Orange on rotating shafts, couplings, and open gearing.

811.08 Galvanizing and Meta Llizing Metal Parts and

SURFACES :

811.08.1 Galvanizing: The following criteria shall be properly controlled

and shall meet standards that are satisfactory for the galvanizing process. • Defects arising from fabrication. • Thickness and uniformity of coating. • Adherence of coating. • Appearance. After coating applications, the Project Engineer will observe the contractor’s inspection of the surfaces and make film thickness measurements at the approximate rate of one for ea ch 25 square feet of area unless deficient thickness is found. In that case, the rate of sub -measurements will be increased as required to determine the extent of the deficient area. Test and remediate in accordance with 811.06.5.10 and

811.06.5 13 .

Cure coating in accordance with 811.06.5.11 . Do not handle until coating is cured.

811.07.2 Aluminum: Aluminum surfaces placed in contact with or fastened

to non -galvanized steel members are t o be thoroughly coated with an accepted aluminum impregnated caulking compound. Paint aluminum surfaces in contact with concrete with a heavy coat of alkaline resistant bituminous paint or a coat of zinc chromate paint and allow drying before placing.

811.07.3 Lum ber and Timber: Satisfactorily clean and paint lumber and

timber requiring painting with three coats of the specified paint. If not specified, use the paint selected by the Project Engineer. Process treated timber to be painted in accordance with Section 1014 .

811.07.4 Machinery: Clean machinery surfaces specified to be painted

using full containment and prepare surfaces in accordance with 811.06.4 . Prepare flexible couplings, reducers, bearings, electric motors, brakes, limit switches, and equipment with shaft seals, in accordance with SP1, SP2, and VIS 1. Contamination or abrasive blasting of these items will require remediation that may include disassembly and cleaning, replacement of seals, and/or replacement of equipment, all at no additional time or cost to the Depa rtment. Hand -abrade surfaces having baked on enamel in accordance with paint system manufacturer recommendations. Prepare other machinery components in accordance with SP10 or SP11, and VIS -1. Provide glossy finish on machinery top coat. Provide t op coat color to match Federal Safety Orange on rotating shafts, couplings, and open gearing.

811.08 Galvanizing and Meta Llizing Metal Parts and

SURFACES :

811.08.1 Galvanizing: The following criteria shall be properly controlled

and shall meet standards that are satisfactory for the galvanizing process. • Defects arising from fabrication. • Thickness and uniformity of coating. • Adherence of coating. • Appearance. After coating applications, the Project Engineer will observe the contractor’s inspection of the surfaces and make film thickness measurements at the approximate rate of one for ea ch 25 square feet of area unless deficient thickness is found. In that case, the rate of sub -measurements will be increased as required to determine the extent of the deficient area. Test and remediate in accordance with 811.06.5.10 and

811.06.5 13 .

Cure coating in accordance with 811.06.5.11 . Do not handle until coating is cured.

811.07.2 Aluminum: Aluminum surfaces placed in contact with or fastened

to non -galvanized steel members are t o be thoroughly coated with an accepted aluminum impregnated caulking compound. Paint aluminum surfaces in contact with concrete with a heavy coat of alkaline resistant bituminous paint or a coat of zinc chromate paint and allow drying before placing.

811.07.3 Lum ber and Timber: Satisfactorily clean and paint lumber and

timber requiring painting with three coats of the specified paint. If not specified, use the paint selected by the Project Engineer. Process treated timber to be painted in accordance with Section 1014 .

811.07.4 Machinery: Clean machinery surfaces specified to be painted

using full containment and prepare surfaces in accordance with 811.06.4 . Prepare flexible couplings, reducers, bearings, electric motors, brakes, limit switches, and equipment with shaft seals, in accordance with SP1, SP2, and VIS 1. Contamination or abrasive blasting of these items will require remediation that may include disassembly and cleaning, replacement of seals, and/or replacement of equipment, all at no additional time or cost to the Depa rtment. Hand -abrade surfaces having baked on enamel in accordance with paint system manufacturer recommendations. Prepare other machinery components in accordance with SP10 or SP11, and VIS -1. Provide glossy finish on machinery top coat. Provide t op coat color to match Federal Safety Orange on rotating shafts, couplings, and open gearing.

811.08 Galvanizing and Meta Llizing Metal Parts and

SURFACES :

811.08.1 Galvanizing: The following criteria shall be properly controlled

and shall meet standards that are satisfactory for the galvanizing process. • Defects arising from fabrication. • Thickness and uniformity of coating. • Adherence of coating. • Appearance. • Embrittlement. Handle, stack, transport , and erect galvanized parts to protect the coating and its appearance. Assemble galvanized parts with nonabrasive equipment. Galvanize after fabrication of hardware. Galvanize components of bolted assemblies separately before assembly . Satisfactorily plug galvanizing drip holes in handrails and as directed . Comply with ASTM A123 for galvanizing by the hot -dip process iron and steel products both un -fabricated and fabricated from rolled, pressed , and forged steel shapes, plates, bars, and strips greater than or equal to 1/8-inch thickness. Galvanize after fabrication into the largest practical sections. Fabrication includes all operations such as shearing, cutting, punching, forming, drilling, milling, bending, welding , and riveting. When it is necessary to straighten sections after galvanizing, perform such work without damage to the zinc coating. Unless otherwise specified, comply with ASTM A153 for galvanizing of iron and steel hardware or accomplish by an approved mechanical galvani zing method complying with ASTM B695 that provides the same thickness of coating. Comply with ASTM F2329 for galvanizing by the hot -dip process carbon and alloy steel bolts, screws, washers, nuts, special threaded fasteners, and anchor bolts. ASTM A490 bolts shall not be galvanized. When ASTM A490 bolts are specified to connect galvanized parts, use c oated bolts to prevent electrolytic action. Comply with ASTM A780 for the repair of galvanized surfaces. Use zinc -based solders or sprayed zinc to repair damaged galvanized surfaces deemed visible to the public by the Project Engineer. Other damaged galvanized surfaces may be repaired using brush applied paints containing zinc dust. The galvanizer shall utilize all of the options available to prevent “white rust” from occurring. However, should “white rust” occur and, in the opinion of the Project Engineer , it is excessive or unsightly , it shall be cause for rejection. Should rejection of the product occur, the galvanizer or contractor must submit a repair procedure to the Project Engineer for review prior to implementing corrective action.

811.08.1 1 Galvanized Surfaces to be Painted:

Detail galvanized surfaces to be painted on shop drawings. Notify the galvanizer prior to galvanizing these surfaces. Comply with ASTM D6386 for p reparation of surfaces to be painted after galvanizing. Do not apply wat er quench treatment, chromate conversion coating treatment, wash primer surface preparation or acrylic passivation surface treatment.

811.08.2 Metallizing: Comply with Joint Standard SSPC -CS 23.00/AWS

C2.23M/NACE No. 12 “Specification for the Application of Ther mal Spray Coatings (Metallizing) of Aluminum, Zinc, and Their Alloys and Composites for • Embrittlement. Handle, stack, transport , and erect galvanized parts to protect the coating and its appearance. Assemble galvanized parts with nonabrasive equipment. Galvanize after fabrication of hardware. Galvanize components of bolted assemblies separately before assembly . Satisfactorily plug galvanizing drip holes in handrails and as directed . Comply with ASTM A123 for galvanizing by the hot -dip process iron and steel products both un -fabricated and fabricated from rolled, pressed , and forged steel shapes, plates, bars, and strips greater than or equal to 1/8-inch thickness. Galvanize after fabrication into the largest practical sections. Fabrication includes all operations such as shearing, cutting, punching, forming, drilling, milling, bending, welding , and riveting. When it is necessary to straighten sections after galvanizing, perform such work without damage to the zinc coating. Unless otherwise specified, comply with ASTM A153 for galvanizing of iron and steel hardware or accomplish by an approved mechanical galvani zing method complying with ASTM B695 that provides the same thickness of coating. Comply with ASTM F2329 for galvanizing by the hot -dip process carbon and alloy steel bolts, screws, washers, nuts, special threaded fasteners, and anchor bolts. ASTM A490 bolts shall not be galvanized. When ASTM A490 bolts are specified to connect galvanized parts, use c oated bolts to prevent electrolytic action. Comply with ASTM A780 for the repair of galvanized surfaces. Use zinc -based solders or sprayed zinc to repair damaged galvanized surfaces deemed visible to the public by the Project Engineer. Other damaged galvanized surfaces may be repaired using brush applied paints containing zinc dust. The galvanizer shall utilize all of the options available to prevent “white rust” from occurring. However, should “white rust” occur and, in the opinion of the Project Engineer , it is excessive or unsightly , it shall be cause for rejection. Should rejection of the product occur, the galvanizer or contractor must submit a repair procedure to the Project Engineer for review prior to implementing corrective action.

811.08.1 1 Galvanized Surfaces to be Painted:

Detail galvanized surfaces to be painted on shop drawings. Notify the galvanizer prior to galvanizing these surfaces. Comply with ASTM D6386 for p reparation of surfaces to be painted after galvanizing. Do not apply wat er quench treatment, chromate conversion coating treatment, wash primer surface preparation or acrylic passivation surface treatment.

811.08.2 Metallizing: Comply with Joint Standard SSPC -CS 23.00/AWS

C2.23M/NACE No. 12 “Specification for the Application of Ther mal Spray Coatings (Metallizing) of Aluminum, Zinc, and Their Alloys and Composites for • Embrittlement. Handle, stack, transport , and erect galvanized parts to protect the coating and its appearance. Assemble galvanized parts with nonabrasive equipment. Galvanize after fabrication of hardware. Galvanize components of bolted assemblies separately before assembly . Satisfactorily plug galvanizing drip holes in handrails and as directed . Comply with ASTM A123 for galvanizing by the hot -dip process iron and steel products both un -fabricated and fabricated from rolled, pressed , and forged steel shapes, plates, bars, and strips greater than or equal to 1/8-inch thickness. Galvanize after fabrication into the largest practical sections. Fabrication includes all operations such as shearing, cutting, punching, forming, drilling, milling, bending, welding , and riveting. When it is necessary to straighten sections after galvanizing, perform such work without damage to the zinc coating. Unless otherwise specified, comply with ASTM A153 for galvanizing of iron and steel hardware or accomplish by an approved mechanical galvani zing method complying with ASTM B695 that provides the same thickness of coating. Comply with ASTM F2329 for galvanizing by the hot -dip process carbon and alloy steel bolts, screws, washers, nuts, special threaded fasteners, and anchor bolts. ASTM A490 bolts shall not be galvanized. When ASTM A490 bolts are specified to connect galvanized parts, use c oated bolts to prevent electrolytic action. Comply with ASTM A780 for the repair of galvanized surfaces. Use zinc -based solders or sprayed zinc to repair damaged galvanized surfaces deemed visible to the public by the Project Engineer. Other damaged galvanized surfaces may be repaired using brush applied paints containing zinc dust. The galvanizer shall utilize all of the options available to prevent “white rust” from occurring. However, should “white rust” occur and, in the opinion of the Project Engineer , it is excessive or unsightly , it shall be cause for rejection. Should rejection of the product occur, the galvanizer or contractor must submit a repair procedure to the Project Engineer for review prior to implementing corrective action.

811.08.1 1 Galvanized Surfaces to be Painted:

Detail galvanized surfaces to be painted on shop drawings. Notify the galvanizer prior to galvanizing these surfaces. Comply with ASTM D6386 for p reparation of surfaces to be painted after galvanizing. Do not apply wat er quench treatment, chromate conversion coating treatment, wash primer surface preparation or acrylic passivation surface treatment.

811.08.2 Metallizing: Comply with Joint Standard SSPC -CS 23.00/AWS

C2.23M/NACE No. 12 “Specification for the Application of Ther mal Spray Coatings (Metallizing) of Aluminum, Zinc, and Their Alloys and Composites for the Corrosion Protection of Steel” and specific requirements of the plans. Coating thickness shall be a minimum of 10 mils. Unless otherwise specified, provide therma l spray coating composed of 85 percent aluminum and 15 percent zinc. Perform tensile bond tests prior to sealing. Perform bend tests on coupons containing thermal spray coating with no sealer applied. Apply seal coat as soon as possible, but not later th an 8 hours after application of thermal spray coating.

811.09 Protection of The En Vironment, Public, A Nd

WORKERS. Comply with submitted and accepted plans and programs to protect the environment, public, employees, and other workers from toxic exposure to heavy metals, as well as releases and emissions of hazardous materials and nuisance dusts. Conduct all coating removal and application operations in accordance with all applicable federal, state, and local laws, rules, regulations, and ordinances, includi ng, but not limited to, CFR, EPA, OSHA, and DEQ. Comply with submitted and accepted contingency plan for the remediation of water and land in the event of contamination by solid or liquid paint and contaminated water. Comply with submitted and accepted procedures to prevent and protect the public (persons and property) from paint damage . Comply with submitted and accepted remediation plan for damage. The contractor is responsible for compliance with rules and regulations including all permit s and their requirements.

811.09.1 Environmental Protection: Comply with the following as a

minimum: • 40 CFR § 50, National Primary and Secondary Ambient Air Quality Standards • 40 CFR § 60, Standards for Performance for New Stationary Sources, Appendix A, Test Methods • 40 CFR § 261, Identification and Listing of Hazardous Waste • 40 CFR § 262, Standards Applicable to Generators of Hazardous Waste • 40 CFR § 263, Standards Applicable to Transportation of Hazardous Waste • 40 CFR § 264, Standards for Owners and Operators of Hazardous Waste Treatment, Storage, and Disposal Facilities • 40 CFR § 268, Land Disposal Restrictions • EPA SW-846, Test Methods for Evaluating Solid Waste -Physical/Chemical Methods • Louisiana Revised Statutes La. R.S. 30:2001, et seq., Louisiana Environmental Quality Act and enabling regulations found in Louisiana’s Environmental Regulatory Code (most recent edition), particularly: the Corrosion Protection of Steel” and specific requirements of the plans. Coating thickness shall be a minimum of 10 mils. Unless otherwise specified, provide therma l spray coating composed of 85 percent aluminum and 15 percent zinc. Perform tensile bond tests prior to sealing. Perform bend tests on coupons containing thermal spray coating with no sealer applied. Apply seal coat as soon as possible, but not later th an 8 hours after application of thermal spray coating.

811.09 Protection of The En Vironment, Public, A Nd

WORKERS. Comply with submitted and accepted plans and programs to protect the environment, public, employees, and other workers from toxic exposure to heavy metals, as well as releases and emissions of hazardous materials and nuisance dusts. Conduct all coating removal and application operations in accordance with all applicable federal, state, and local laws, rules, regulations, and ordinances, includi ng, but not limited to, CFR, EPA, OSHA, and DEQ. Comply with submitted and accepted contingency plan for the remediation of water and land in the event of contamination by solid or liquid paint and contaminated water. Comply with submitted and accepted procedures to prevent and protect the public (persons and property) from paint damage . Comply with submitted and accepted remediation plan for damage. The contractor is responsible for compliance with rules and regulations including all permit s and their requirements.

811.09.1 Environmental Protection: Comply with the following as a

minimum: • 40 CFR § 50, National Primary and Secondary Ambient Air Quality Standards • 40 CFR § 60, Standards for Performance for New Stationary Sources, Appendix A, Test Methods • 40 CFR § 261, Identification and Listing of Hazardous Waste • 40 CFR § 262, Standards Applicable to Generators of Hazardous Waste • 40 CFR § 263, Standards Applicable to Transportation of Hazardous Waste • 40 CFR § 264, Standards for Owners and Operators of Hazardous Waste Treatment, Storage, and Disposal Facilities • 40 CFR § 268, Land Disposal Restrictions • EPA SW-846, Test Methods for Evaluating Solid Waste -Physical/Chemical Methods • Louisiana Revised Statutes La. R.S. 30:2001, et seq., Louisiana Environmental Quality Act and enabling regulations found in Louisiana’s Environmental Regulatory Code (most recent edition), particularly: the Corrosion Protection of Steel” and specific requirements of the plans. Coating thickness shall be a minimum of 10 mils. Unless otherwise specified, provide therma l spray coating composed of 85 percent aluminum and 15 percent zinc. Perform tensile bond tests prior to sealing. Perform bend tests on coupons containing thermal spray coating with no sealer applied. Apply seal coat as soon as possible, but not later th an 8 hours after application of thermal spray coating.

811.09 Protection of The En Vironment, Public, A Nd

WORKERS. Comply with submitted and accepted plans and programs to protect the environment, public, employees, and other workers from toxic exposure to heavy metals, as well as releases and emissions of hazardous materials and nuisance dusts. Conduct all coating removal and application operations in accordance with all applicable federal, state, and local laws, rules, regulations, and ordinances, includi ng, but not limited to, CFR, EPA, OSHA, and DEQ. Comply with submitted and accepted contingency plan for the remediation of water and land in the event of contamination by solid or liquid paint and contaminated water. Comply with submitted and accepted procedures to prevent and protect the public (persons and property) from paint damage . Comply with submitted and accepted remediation plan for damage. The contractor is responsible for compliance with rules and regulations including all permit s and their requirements.

811.09.1 Environmental Protection: Comply with the following as a

minimum: • 40 CFR § 50, National Primary and Secondary Ambient Air Quality Standards • 40 CFR § 60, Standards for Performance for New Stationary Sources, Appendix A, Test Methods • 40 CFR § 261, Identification and Listing of Hazardous Waste • 40 CFR § 262, Standards Applicable to Generators of Hazardous Waste • 40 CFR § 263, Standards Applicable to Transportation of Hazardous Waste • 40 CFR § 264, Standards for Owners and Operators of Hazardous Waste Treatment, Storage, and Disposal Facilities • 40 CFR § 268, Land Disposal Restrictions • EPA SW-846, Test Methods for Evaluating Solid Waste -Physical/Chemical Methods • Louisiana Revised Statutes La. R.S. 30:2001, et seq., Louisiana Environmental Quality Act and enabling regulations found in Louisiana’s Environmental Regulatory Code (most recent edition), particularly: • Louisiana Administrative Code LAC 33:IX.101 et seq., Water Quality Regulations . • LAC 33:V.101 et seq., Hazardous Waste and Hazardous Materials. • LAC 33:III.101 et seq., Air Quality Regulations. • La. R.S. 49:214.21 et seq., State and Local Coastal Resources Management Act of 1978, and enabling regulations found in the LAC LAC 43:I.701, et seq., Coastal Management.

811.09.2 Pollution Control:

Main tain a working knowledge and staff experienced in conforming with, monitoring, and adjusting to the following referenced industry guidelines for pollution control: SSPC Guide 6, Guide for Containing Debris Generated During Paint Removal Operations, as published by The Society of Protective Coatings (SSPC). SSPC Guide 7, Guide for Disposal of Lead -Contaminated Surface Preparation Debris, as published by SSPC. Immediately cease all operations in the event a violation of any environmental regulation or when failure to properly execute any pollution control provisions occurs. Resume operations after written proposed corrective procedures have been submitted to and approved by the Project Engineer and implemented.

811.09.3 Permits: Seek permit determination from regulatory agencies to

avoid any potential permit non -compliance issues during work activities.

811.09.4 Ambient Air Quality Compliance and Protection of the Air:

811.09.4 1 Visible Emissions: Assess the visible emissions using EPA

Method 22, Timing of Emissions as defined by 40 CFR § 60, Appendix A, Standards of Performance for New Stationary Sources . During abrasive blasting, do not allow visible emissions from a containment to exceed a random cumulative duration of more than one percent of the work day (SSPC Guide 6, Level 1 Emissions ). A work day shall be defined for purposes of visible emission assessment as an 8 -hour day. This amounts to a cumulative emission duration limit of 4.8 minutes per work day. Emissions occurring in any one hour of any work day that cumulatively exceeds 36 seconds shall be cause for immediate suspension of cleaning work and modification or adjustment of the containment system to eliminate the source of emissions prior to resuming cleaning operations. For quality assurance, v isible assessment s will be conducted by an independent third party environmental testing firm under separate contract with the Department. These visible assessment s of emissions may be used to indicate the need for immediate changes in containment or work practice. • Louisiana Administrative Code LAC 33:IX.101 et seq., Water Quality Regulations . • LAC 33:V.101 et seq., Hazardous Waste and Hazardous Materials. • LAC 33:III.101 et seq., Air Quality Regulations. • La. R.S. 49:214.21 et seq., State and Local Coastal Resources Management Act of 1978, and enabling regulations found in the LAC LAC 43:I.701, et seq., Coastal Management.

811.09.2 Pollution Control:

Main tain a working knowledge and staff experienced in conforming with, monitoring, and adjusting to the following referenced industry guidelines for pollution control: SSPC Guide 6, Guide for Containing Debris Generated During Paint Removal Operations, as published by The Society of Protective Coatings (SSPC). SSPC Guide 7, Guide for Disposal of Lead -Contaminated Surface Preparation Debris, as published by SSPC. Immediately cease all operations in the event a violation of any environmental regulation or when failure to properly execute any pollution control provisions occurs. Resume operations after written proposed corrective procedures have been submitted to and approved by the Project Engineer and implemented.

811.09.3 Permits: Seek permit determination from regulatory agencies to

avoid any potential permit non -compliance issues during work activities.

811.09.4 Ambient Air Quality Compliance and Protection of the Air:

811.09.4 1 Visible Emissions: Assess the visible emissions using EPA

Method 22, Timing of Emissions as defined by 40 CFR § 60, Appendix A, Standards of Performance for New Stationary Sources . During abrasive blasting, do not allow visible emissions from a containment to exceed a random cumulative duration of more than one percent of the work day (SSPC Guide 6, Level 1 Emissions ). A work day shall be defined for purposes of visible emission assessment as an 8 -hour day. This amounts to a cumulative emission duration limit of 4.8 minutes per work day. Emissions occurring in any one hour of any work day that cumulatively exceeds 36 seconds shall be cause for immediate suspension of cleaning work and modification or adjustment of the containment system to eliminate the source of emissions prior to resuming cleaning operations. For quality assurance, v isible assessment s will be conducted by an independent third party environmental testing firm under separate contract with the Department. These visible assessment s of emissions may be used to indicate the need for immediate changes in containment or work practice. • Louisiana Administrative Code LAC 33:IX.101 et seq., Water Quality Regulations . • LAC 33:V.101 et seq., Hazardous Waste and Hazardous Materials. • LAC 33:III.101 et seq., Air Quality Regulations. • La. R.S. 49:214.21 et seq., State and Local Coastal Resources Management Act of 1978, and enabling regulations found in the LAC LAC 43:I.701, et seq., Coastal Management.

811.09.2 Pollution Control:

Main tain a working knowledge and staff experienced in conforming with, monitoring, and adjusting to the following referenced industry guidelines for pollution control: SSPC Guide 6, Guide for Containing Debris Generated During Paint Removal Operations, as published by The Society of Protective Coatings (SSPC). SSPC Guide 7, Guide for Disposal of Lead -Contaminated Surface Preparation Debris, as published by SSPC. Immediately cease all operations in the event a violation of any environmental regulation or when failure to properly execute any pollution control provisions occurs. Resume operations after written proposed corrective procedures have been submitted to and approved by the Project Engineer and implemented.

811.09.3 Permits: Seek permit determination from regulatory agencies to

avoid any potential permit non -compliance issues during work activities.

811.09.4 Ambient Air Quality Compliance and Protection of the Air:

811.09.4 1 Visible Emissions: Assess the visible emissions using EPA

Method 22, Timing of Emissions as defined by 40 CFR § 60, Appendix A, Standards of Performance for New Stationary Sources . During abrasive blasting, do not allow visible emissions from a containment to exceed a random cumulative duration of more than one percent of the work day (SSPC Guide 6, Level 1 Emissions ). A work day shall be defined for purposes of visible emission assessment as an 8 -hour day. This amounts to a cumulative emission duration limit of 4.8 minutes per work day. Emissions occurring in any one hour of any work day that cumulatively exceeds 36 seconds shall be cause for immediate suspension of cleaning work and modification or adjustment of the containment system to eliminate the source of emissions prior to resuming cleaning operations. For quality assurance, v isible assessment s will be conducted by an independent third party environmental testing firm under separate contract with the Department. These visible assessment s of emissions may be used to indicate the need for immediate changes in containment or work practice. • Louisiana Administrative Code LAC 33:IX.101 et seq., Water Quality Regulations . • LAC 33:V.101 et seq., Hazardous Waste and Hazardous Materials. • LAC 33:III.101 et seq., Air Quality Regulations. • La. R.S. 49:214.21 et seq., State and Local Coastal Resources Management Act of 1978, and enabling regulations found in the LAC LAC 43:I.701, et seq., Coastal Management.

811.09.2 Pollution Control:

Main tain a working knowledge and staff experienced in conforming with, monitoring, and adjusting to the following referenced industry guidelines for pollution control: SSPC Guide 6, Guide for Containing Debris Generated During Paint Removal Operations, as published by The Society of Protective Coatings (SSPC). SSPC Guide 7, Guide for Disposal of Lead -Contaminated Surface Preparation Debris, as published by SSPC. Immediately cease all operations in the event a violation of any environmental regulation or when failure to properly execute any pollution control provisions occurs. Resume operations after written proposed corrective procedures have been submitted to and approved by the Project Engineer and implemented.

811.09.3 Permits: Seek permit determination from regulatory agencies to

avoid any potential permit non -compliance issues during work activities.

811.09.4 Ambient Air Quality Compliance and Protection of the Air:

811.09.4 1 Visible Emissions: Assess the visible emissions using EPA

Method 22, Timing of Emissions as defined by 40 CFR § 60, Appendix A, Standards of Performance for New Stationary Sources . During abrasive blasting, do not allow visible emissions from a containment to exceed a random cumulative duration of more than one percent of the work day (SSPC Guide 6, Level 1 Emissions ). A work day shall be defined for purposes of visible emission assessment as an 8 -hour day. This amounts to a cumulative emission duration limit of 4.8 minutes per work day. Emissions occurring in any one hour of any work day that cumulatively exceeds 36 seconds shall be cause for immediate suspension of cleaning work and modification or adjustment of the containment system to eliminate the source of emissions prior to resuming cleaning operations. For quality assurance, v isible assessment s will be conducted by an independent third party environmental testing firm under separate contract with the Department. These visible assessment s of emissions may be used to indicate the need for immediate changes in containment or work practice. • Louisiana Administrative Code LAC 33:IX.101 et seq., Water Quality Regulations . • LAC 33:V.101 et seq., Hazardous Waste and Hazardous Materials. • LAC 33:III.101 et seq., Air Quality Regulations. • La. R.S. 49:214.21 et seq., State and Local Coastal Resources Management Act of 1978, and enabling regulations found in the LAC LAC 43:I.701, et seq., Coastal Management.

811.09.2 Pollution Control:

Main tain a working knowledge and staff experienced in conforming with, monitoring, and adjusting to the following referenced industry guidelines for pollution control: SSPC Guide 6, Guide for Containing Debris Generated During Paint Removal Operations, as published by The Society of Protective Coatings (SSPC). SSPC Guide 7, Guide for Disposal of Lead -Contaminated Surface Preparation Debris, as published by SSPC. Immediately cease all operations in the event a violation of any environmental regulation or when failure to properly execute any pollution control provisions occurs. Resume operations after written proposed corrective procedures have been submitted to and approved by the Project Engineer and implemented.

811.09.3 Permits: Seek permit determination from regulatory agencies to

avoid any potential permit non -compliance issues during work activities.

811.09.4 Ambient Air Quality Compliance and Protection of the Air:

811.09.4 1 Visible Emissions: Assess the visible emissions using EPA

Method 22, Timing of Emissions as defined by 40 CFR § 60, Appendix A, Standards of Performance for New Stationary Sources . During abrasive blasting, do not allow visible emissions from a containment to exceed a random cumulative duration of more than one percent of the work day (SSPC Guide 6, Level 1 Emissions ). A work day shall be defined for purposes of visible emission assessment as an 8 -hour day. This amounts to a cumulative emission duration limit of 4.8 minutes per work day. Emissions occurring in any one hour of any work day that cumulatively exceeds 36 seconds shall be cause for immediate suspension of cleaning work and modification or adjustment of the containment system to eliminate the source of emissions prior to resuming cleaning operations. For quality assurance, v isible assessment s will be conducted by an independent third party environmental testing firm under separate contract with the Department. These visible assessment s of emissions may be used to indicate the need for immediate changes in containment or work practice. During pressurized water cleaning, do not allow visible emissions from a containment to exceed a random cumulative duration of more than 10 percent of the work day (SSPC Guide 6, Level 3 Emissions ).

811.09.4 2 Visual Accumulation: Conduct all activities so that paint,

solvents, fuel, waste, abrasives, dust, lead contaminated materials, debris, etc. are not released or spilled onto the pavement, soil, water, sediment, or into the air or storm sewers. Visual accumulation on the bridge deck, ground, or any other surface outside the constructed containment, as determined by the Project Engineer, shall result in the immediate suspension of the emission generating activities. Determine the source of the emissions and perform corrective measures to prevent further emissions. Clean up all visual accumulations by vacuuming or other appropriate methods and contain and store emitted materials to the satisfaction of the Project Engineer. Delays due to deficient work will be at no additional time or cost to the Department.

811.09.4 3 Total Suspended Particulate (TSP) Matter Control

emissions from the containment area to prevent exceeding the TSP Lead Level of 1.5 μg per cubic meter over a 24-hour period.

811.09.4 4 Penalty for Exceeding TSP Lead: An independent third

party environmental testing firm under separate contract with the Department will conduct TSP Lead monitoring in accordance with 40 CFR § 50, Appendix B, Reference Method for Determination of TSP Matter in the Atmosphere (high volum e sampler required) , and 40 CFR § 50, Appendix G, Reference Method for Determination of TSP Matter Collected from Ambient Air and position the TSP Lead monitoring equipment in general accordance with 40 CFR § 58, Ambient Air Quality Surveillance . The Dep artment reserves the right to place TSP monitors anywhere within the project limits, including the regulated area. Whether or not a penalty may be assessed under the provisions below, the Department shall have the authority to suspend and shall suspend all cleaning operations whenever air sampling results taken at any location around the work site indicate that TSP Lead emissions have exceeded the specified limit defined in

811.09.4 3 . The Department will provide the contractor with written notice of

suspension and all cleaning operations shall be suspended until corrections are made to the containment or work procedures are modified to comply with these requirements. The Department will monitor and review the TSP Lead sample results. The first set of sample results that exceed the limit will set the penalty date. The Department will not assess the penalty for all sample results on and previous to the penalty date. The Department shall assess the penalty for all sample results that exceed the limit after the penalty date. During pressurized water cleaning, do not allow visible emissions from a containment to exceed a random cumulative duration of more than 10 percent of the work day (SSPC Guide 6, Level 3 Emissions ).

811.09.4 2 Visual Accumulation: Conduct all activities so that paint,

solvents, fuel, waste, abrasives, dust, lead contaminated materials, debris, etc. are not released or spilled onto the pavement, soil, water, sediment, or into the air or storm sewers. Visual accumulation on the bridge deck, ground, or any other surface outside the constructed containment, as determined by the Project Engineer, shall result in the immediate suspension of the emission generating activities. Determine the source of the emissions and perform corrective measures to prevent further emissions. Clean up all visual accumulations by vacuuming or other appropriate methods and contain and store emitted materials to the satisfaction of the Project Engineer. Delays due to deficient work will be at no additional time or cost to the Department.

811.09.4 3 Total Suspended Particulate (TSP) Matter Control

emissions from the containment area to prevent exceeding the TSP Lead Level of 1.5 μg per cubic meter over a 24-hour period.

811.09.4 4 Penalty for Exceeding TSP Lead: An independent third

party environmental testing firm under separate contract with the Department will conduct TSP Lead monitoring in accordance with 40 CFR § 50, Appendix B, Reference Method for Determination of TSP Matter in the Atmosphere (high volum e sampler required) , and 40 CFR § 50, Appendix G, Reference Method for Determination of TSP Matter Collected from Ambient Air and position the TSP Lead monitoring equipment in general accordance with 40 CFR § 58, Ambient Air Quality Surveillance . The Dep artment reserves the right to place TSP monitors anywhere within the project limits, including the regulated area. Whether or not a penalty may be assessed under the provisions below, the Department shall have the authority to suspend and shall suspend all cleaning operations whenever air sampling results taken at any location around the work site indicate that TSP Lead emissions have exceeded the specified limit defined in

811.09.4 3 . The Department will provide the contractor with written notice of

suspension and all cleaning operations shall be suspended until corrections are made to the containment or work procedures are modified to comply with these requirements. The Department will monitor and review the TSP Lead sample results. The first set of sample results that exceed the limit will set the penalty date. The Department will not assess the penalty for all sample results on and previous to the penalty date. The Department shall assess the penalty for all sample results that exceed the limit after the penalty date. During pressurized water cleaning, do not allow visible emissions from a containment to exceed a random cumulative duration of more than 10 percent of the work day (SSPC Guide 6, Level 3 Emissions ).

811.09.4 2 Visual Accumulation: Conduct all activities so that paint,

solvents, fuel, waste, abrasives, dust, lead contaminated materials, debris, etc. are not released or spilled onto the pavement, soil, water, sediment, or into the air or storm sewers. Visual accumulation on the bridge deck, ground, or any other surface outside the constructed containment, as determined by the Project Engineer, shall result in the immediate suspension of the emission generating activities. Determine the source of the emissions and perform corrective measures to prevent further emissions. Clean up all visual accumulations by vacuuming or other appropriate methods and contain and store emitted materials to the satisfaction of the Project Engineer. Delays due to deficient work will be at no additional time or cost to the Department.

811.09.4 3 Total Suspended Particulate (TSP) Matter Control

emissions from the containment area to prevent exceeding the TSP Lead Level of 1.5 μg per cubic meter over a 24-hour period.

811.09.4 4 Penalty for Exceeding TSP Lead: An independent third

party environmental testing firm under separate contract with the Department will conduct TSP Lead monitoring in accordance with 40 CFR § 50, Appendix B, Reference Method for Determination of TSP Matter in the Atmosphere (high volum e sampler required) , and 40 CFR § 50, Appendix G, Reference Method for Determination of TSP Matter Collected from Ambient Air and position the TSP Lead monitoring equipment in general accordance with 40 CFR § 58, Ambient Air Quality Surveillance . The Dep artment reserves the right to place TSP monitors anywhere within the project limits, including the regulated area. Whether or not a penalty may be assessed under the provisions below, the Department shall have the authority to suspend and shall suspend all cleaning operations whenever air sampling results taken at any location around the work site indicate that TSP Lead emissions have exceeded the specified limit defined in

811.09.4 3 . The Department will provide the contractor with written notice of

suspension and all cleaning operations shall be suspended until corrections are made to the containment or work procedures are modified to comply with these requirements. The Department will monitor and review the TSP Lead sample results. The first set of sample results that exceed the limit will set the penalty date. The Department will not assess the penalty for all sample results on and previous to the penalty date. The Department shall assess the penalty for all sample results that exceed the limit after the penalty date. During pressurized water cleaning, do not allow visible emissions from a containment to exceed a random cumulative duration of more than 10 percent of the work day (SSPC Guide 6, Level 3 Emissions ).

811.09.4 2 Visual Accumulation: Conduct all activities so that paint,

solvents, fuel, waste, abrasives, dust, lead contaminated materials, debris, etc. are not released or spilled onto the pavement, soil, water, sediment, or into the air or storm sewers. Visual accumulation on the bridge deck, ground, or any other surface outside the constructed containment, as determined by the Project Engineer, shall result in the immediate suspension of the emission generating activities. Determine the source of the emissions and perform corrective measures to prevent further emissions. Clean up all visual accumulations by vacuuming or other appropriate methods and contain and store emitted materials to the satisfaction of the Project Engineer. Delays due to deficient work will be at no additional time or cost to the Department.

811.09.4 3 Total Suspended Particulate (TSP) Matter Control

emissions from the containment area to prevent exceeding the TSP Lead Level of 1.5 μg per cubic meter over a 24-hour period.

811.09.4 4 Penalty for Exceeding TSP Lead: An independent third

party environmental testing firm under separate contract with the Department will conduct TSP Lead monitoring in accordance with 40 CFR § 50, Appendix B, Reference Method for Determination of TSP Matter in the Atmosphere (high volum e sampler required) , and 40 CFR § 50, Appendix G, Reference Method for Determination of TSP Matter Collected from Ambient Air and position the TSP Lead monitoring equipment in general accordance with 40 CFR § 58, Ambient Air Quality Surveillance . The Dep artment reserves the right to place TSP monitors anywhere within the project limits, including the regulated area. Whether or not a penalty may be assessed under the provisions below, the Department shall have the authority to suspend and shall suspend all cleaning operations whenever air sampling results taken at any location around the work site indicate that TSP Lead emissions have exceeded the specified limit defined in

811.09.4 3 . The Department will provide the contractor with written notice of

suspension and all cleaning operations shall be suspended until corrections are made to the containment or work procedures are modified to comply with these requirements. The Department will monitor and review the TSP Lead sample results. The first set of sample results that exceed the limit will set the penalty date. The Department will not assess the penalty for all sample results on and previous to the penalty date. The Department shall assess the penalty for all sample results that exceed the limit after the penalty date. The Department shall deduct from the next payment to the contractor for the amount earned, a penalty in the amount of $1,500 for each 24-hour period, subsequent to the penalty date, in which one or more TSP monitors indicates that lead emissions exceeded the limit. The contractor shall be liable for this penalty on the basis of the aforementioned sample results, whether or not the Department has sustained any loss or damage, and whether or not the Department has incurred any cost as a result of lead emissions in excess of the limit . In addition, the contractor shall reimburse the Department for any penalties or fees assessed against it arising from such occurrences. The contractor waives any and all right to contest the sample results and any right to contest an adjustment of the contract price in the amount of any penalt ies or fees on the grounds that lead emissions in excess of the limit did not cause injury or harm to the Department or to third persons. Upon the Department receiving the third TSP failing report after the penalty date, the contractor will be required to suspend all cleaning operations, examine the entire operation to determine the cause of the lead emissions in excess of the limits, determine appropriate corrective measures, revise , and resubmit the previously accepted submittals to reflect the corrective measures to the engineer for review, then take the appropriate steps before resuming production. In the event that work is suspended for corrective measures in accordance with the previous paragraphs TSP Lead monitoring, Contract Time will not be suspended.

811.09.4 5 Regulated Areas: Establish regulated areas around the work

site to prohibit entry of unauthorized persons. Clearly mark the regulat ed area by the use of warning signs, rope, barrier tape, or temporary construction fencing. Conduct monitoring in accordance with the NIOSH procedures upon initiation of dust producing operations .

811.09.4 6 Soil/Ground Quality: Submit a drawing showing the

locati ons of the regulated areas, sensitive receptors, and storage and transfer areas to the Project Engineer for record and stake out these areas on the ground so the soil sampling can be performed. Inspect the ground beneath and in proximity to the structure in the presence of the Project Engineer and the Environmental Compliance Unit for visible paint chips to establish an initial job site cleanliness standard. When heavy metals are in the existing coatings, the Department will collect soil samples prior to and after construction activities and test for heavy metals . If the Department determines that construction activities increase d the heavy metal content in the soil, return the site to the pre-job levels or as directed at no additional cost or time to the Department. Submit proposed remediation procedure to the Project Engineer for review prior to initiation of remediation work . The Department shall deduct from the next payment to the contractor for the amount earned, a penalty in the amount of $1,500 for each 24-hour period, subsequent to the penalty date, in which one or more TSP monitors indicates that lead emissions exceeded the limit. The contractor shall be liable for this penalty on the basis of the aforementioned sample results, whether or not the Department has sustained any loss or damage, and whether or not the Department has incurred any cost as a result of lead emissions in excess of the limit . In addition, the contractor shall reimburse the Department for any penalties or fees assessed against it arising from such occurrences. The contractor waives any and all right to contest the sample results and any right to contest an adjustment of the contract price in the amount of any penalt ies or fees on the grounds that lead emissions in excess of the limit did not cause injury or harm to the Department or to third persons. Upon the Department receiving the third TSP failing report after the penalty date, the contractor will be required to suspend all cleaning operations, examine the entire operation to determine the cause of the lead emissions in excess of the limits, determine appropriate corrective measures, revise , and resubmit the previously accepted submittals to reflect the corrective measures to the engineer for review, then take the appropriate steps before resuming production. In the event that work is suspended for corrective measures in accordance with the previous paragraphs TSP Lead monitoring, Contract Time will not be suspended.

811.09.4 5 Regulated Areas: Establish regulated areas around the work

site to prohibit entry of unauthorized persons. Clearly mark the regulat ed area by the use of warning signs, rope, barrier tape, or temporary construction fencing. Conduct monitoring in accordance with the NIOSH procedures upon initiation of dust producing operations .

811.09.4 6 Soil/Ground Quality: Submit a drawing showing the

locati ons of the regulated areas, sensitive receptors, and storage and transfer areas to the Project Engineer for record and stake out these areas on the ground so the soil sampling can be performed. Inspect the ground beneath and in proximity to the structure in the presence of the Project Engineer and the Environmental Compliance Unit for visible paint chips to establish an initial job site cleanliness standard. When heavy metals are in the existing coatings, the Department will collect soil samples prior to and after construction activities and test for heavy metals . If the Department determines that construction activities increase d the heavy metal content in the soil, return the site to the pre-job levels or as directed at no additional cost or time to the Department. Submit proposed remediation procedure to the Project Engineer for review prior to initiation of remediation work . The Department shall deduct from the next payment to the contractor for the amount earned, a penalty in the amount of $1,500 for each 24-hour period, subsequent to the penalty date, in which one or more TSP monitors indicates that lead emissions exceeded the limit. The contractor shall be liable for this penalty on the basis of the aforementioned sample results, whether or not the Department has sustained any loss or damage, and whether or not the Department has incurred any cost as a result of lead emissions in excess of the limit . In addition, the contractor shall reimburse the Department for any penalties or fees assessed against it arising from such occurrences. The contractor waives any and all right to contest the sample results and any right to contest an adjustment of the contract price in the amount of any penalt ies or fees on the grounds that lead emissions in excess of the limit did not cause injury or harm to the Department or to third persons. Upon the Department receiving the third TSP failing report after the penalty date, the contractor will be required to suspend all cleaning operations, examine the entire operation to determine the cause of the lead emissions in excess of the limits, determine appropriate corrective measures, revise , and resubmit the previously accepted submittals to reflect the corrective measures to the engineer for review, then take the appropriate steps before resuming production. In the event that work is suspended for corrective measures in accordance with the previous paragraphs TSP Lead monitoring, Contract Time will not be suspended.

811.09.4 5 Regulated Areas: Establish regulated areas around the work

site to prohibit entry of unauthorized persons. Clearly mark the regulat ed area by the use of warning signs, rope, barrier tape, or temporary construction fencing. Conduct monitoring in accordance with the NIOSH procedures upon initiation of dust producing operations .

811.09.4 6 Soil/Ground Quality: Submit a drawing showing the

locati ons of the regulated areas, sensitive receptors, and storage and transfer areas to the Project Engineer for record and stake out these areas on the ground so the soil sampling can be performed. Inspect the ground beneath and in proximity to the structure in the presence of the Project Engineer and the Environmental Compliance Unit for visible paint chips to establish an initial job site cleanliness standard. When heavy metals are in the existing coatings, the Department will collect soil samples prior to and after construction activities and test for heavy metals . If the Department determines that construction activities increase d the heavy metal content in the soil, return the site to the pre-job levels or as directed at no additional cost or time to the Department. Submit proposed remediation procedure to the Project Engineer for review prior to initiation of remediation work . The Department may conduct additional soil sampling and testing as necessary to determine the effectiveness of pollution controls, remediation methods and/or need for additional remediation .

811.09.4 7 Water Quality: Do not release, discharge, or otherwise cause

hazardous materials, debris, waste, or paint chips to enter the water. Protect against releases due to rain an d methods of surface preparation from reaching rivers, streams, lakes, storm drains, or other bodies of water.

811.09.5 Containment System for Field Work: Comply with Section

817, “Temporary Works” for submittal of Containment System Plan, and design, construction, operation and maintenance of containment system. No erection of containment or scaffolding equipment is allowed until acceptance of the containment systems submittal. Isolate the immediate work area to prevent pollution of air, water, and soil. Conduct all blasting and painting operations under containment. Prevent paint or debris, solids or liquids, from escaping the containment system. Emissions of lead- containing dust and debris shall be kept to levels below that required by all federal, state, and local regulations, and specifications. If constructing a suspended platform, use rigid or flexible materials as needed to create an air and dust impenetrable enclosure. Filter air exhausted from the containment system by use of filtering systems or dust collectors. Provide containment equipment with air filtration systems with new unused filters and purged of contaminants prior to delivery to the project site. Maintain in good working condition. No dust discharge will be allowed from the exhausted air off the filters, dust collectors, or any vacuum truck used for pickup of spent materials. Control the work environment within containment as required by OSHA regulations 29 CFR § 1926.62. Design as a minimum to provide ventilation of 100 feet per minute for cross draft and 60 feet per minute for down draft. These flow rates are not intended to serve as a bench mark that ensures compliance with OSHA standards, nor a safe working condition, but are minimum design criteria to limit the size of the containment system. Design mechanical ventilation system to reduce the airborne concentration of particulate matter inside of the containment to ALARA using best industry practices and using BADCT to achieve compliance with OSHA and EPA regulations. Maintain on site copies of the Pollution Control and Monitoring Plan throughout the duration of the project.

811.09.6 Worker Protection Compliance: Comply with the submitted

Worker Protection Plan outlined in 811.05.10 . The Department may conduct additional soil sampling and testing as necessary to determine the effectiveness of pollution controls, remediation methods and/or need for additional remediation .

811.09.4 7 Water Quality: Do not release, discharge, or otherwise cause

hazardous materials, debris, waste, or paint chips to enter the water. Protect against releases due to rain an d methods of surface preparation from reaching rivers, streams, lakes, storm drains, or other bodies of water.

811.09.5 Containment System for Field Work: Comply with Section

817, “Temporary Works” for submittal of Containment System Plan, and design, construction, operation and maintenance of containment system. No erection of containment or scaffolding equipment is allowed until acceptance of the containment systems submittal. Isolate the immediate work area to prevent pollution of air, water, and soil. Conduct all blasting and painting operations under containment. Prevent paint or debris, solids or liquids, from escaping the containment system. Emissions of lead- containing dust and debris shall be kept to levels below that required by all federal, state, and local regulations, and specifications. If constructing a suspended platform, use rigid or flexible materials as needed to create an air and dust impenetrable enclosure. Filter air exhausted from the containment system by use of filtering systems or dust collectors. Provide containment equipment with air filtration systems with new unused filters and purged of contaminants prior to delivery to the project site. Maintain in good working condition. No dust discharge will be allowed from the exhausted air off the filters, dust collectors, or any vacuum truck used for pickup of spent materials. Control the work environment within containment as required by OSHA regulations 29 CFR § 1926.62. Design as a minimum to provide ventilation of 100 feet per minute for cross draft and 60 feet per minute for down draft. These flow rates are not intended to serve as a bench mark that ensures compliance with OSHA standards, nor a safe working condition, but are minimum design criteria to limit the size of the containment system. Design mechanical ventilation system to reduce the airborne concentration of particulate matter inside of the containment to ALARA using best industry practices and using BADCT to achieve compliance with OSHA and EPA regulations. Maintain on site copies of the Pollution Control and Monitoring Plan throughout the duration of the project.

811.09.6 Worker Protection Compliance: Comply with the submitted

Worker Protection Plan outlined in 811.05.10 . The Department may conduct additional soil sampling and testing as necessary to determine the effectiveness of pollution controls, remediation methods and/or need for additional remediation .

811.09.4 7 Water Quality: Do not release, discharge, or otherwise cause

hazardous materials, debris, waste, or paint chips to enter the water. Protect against releases due to rain an d methods of surface preparation from reaching rivers, streams, lakes, storm drains, or other bodies of water.

811.09.5 Containment System for Field Work: Comply with Section

817, “Temporary Works” for submittal of Containment System Plan, and design, construction, operation and maintenance of containment system. No erection of containment or scaffolding equipment is allowed until acceptance of the containment systems submittal. Isolate the immediate work area to prevent pollution of air, water, and soil. Conduct all blasting and painting operations under containment. Prevent paint or debris, solids or liquids, from escaping the containment system. Emissions of lead- containing dust and debris shall be kept to levels below that required by all federal, state, and local regulations, and specifications. If constructing a suspended platform, use rigid or flexible materials as needed to create an air and dust impenetrable enclosure. Filter air exhausted from the containment system by use of filtering systems or dust collectors. Provide containment equipment with air filtration systems with new unused filters and purged of contaminants prior to delivery to the project site. Maintain in good working condition. No dust discharge will be allowed from the exhausted air off the filters, dust collectors, or any vacuum truck used for pickup of spent materials. Control the work environment within containment as required by OSHA regulations 29 CFR § 1926.62. Design as a minimum to provide ventilation of 100 feet per minute for cross draft and 60 feet per minute for down draft. These flow rates are not intended to serve as a bench mark that ensures compliance with OSHA standards, nor a safe working condition, but are minimum design criteria to limit the size of the containment system. Design mechanical ventilation system to reduce the airborne concentration of particulate matter inside of the containment to ALARA using best industry practices and using BADCT to achieve compliance with OSHA and EPA regulations. Maintain on site copies of the Pollution Control and Monitoring Plan throughout the duration of the project.

811.09.6 Worker Protection Compliance: Comply with the submitted

Worker Protection Plan outlined in 811.05.10 . The Department may conduct additional soil sampling and testing as necessary to determine the effectiveness of pollution controls, remediation methods and/or need for additional remediation .

811.09.4 7 Water Quality: Do not release, discharge, or otherwise cause

hazardous materials, debris, waste, or paint chips to enter the water. Protect against releases due to rain an d methods of surface preparation from reaching rivers, streams, lakes, storm drains, or other bodies of water.

811.09.5 Containment System for Field Work: Comply with Section

817, “Temporary Works” for submittal of Containment System Plan, and design, construction, operation and maintenance of containment system. No erection of containment or scaffolding equipment is allowed until acceptance of the containment systems submittal. Isolate the immediate work area to prevent pollution of air, water, and soil. Conduct all blasting and painting operations under containment. Prevent paint or debris, solids or liquids, from escaping the containment system. Emissions of lead- containing dust and debris shall be kept to levels below that required by all federal, state, and local regulations, and specifications. If constructing a suspended platform, use rigid or flexible materials as needed to create an air and dust impenetrable enclosure. Filter air exhausted from the containment system by use of filtering systems or dust collectors. Provide containment equipment with air filtration systems with new unused filters and purged of contaminants prior to delivery to the project site. Maintain in good working condition. No dust discharge will be allowed from the exhausted air off the filters, dust collectors, or any vacuum truck used for pickup of spent materials. Control the work environment within containment as required by OSHA regulations 29 CFR § 1926.62. Design as a minimum to provide ventilation of 100 feet per minute for cross draft and 60 feet per minute for down draft. These flow rates are not intended to serve as a bench mark that ensures compliance with OSHA standards, nor a safe working condition, but are minimum design criteria to limit the size of the containment system. Design mechanical ventilation system to reduce the airborne concentration of particulate matter inside of the containment to ALARA using best industry practices and using BADCT to achieve compliance with OSHA and EPA regulations. Maintain on site copies of the Pollution Control and Monitoring Plan throughout the duration of the project.

811.09.6 Worker Protection Compliance: Comply with the submitted

Worker Protection Plan outlined in 811.05.10 . Examine personnel that work at the project site in accordance with 29 CFR § 1926.62(j) (3) (ii) (A)-(F) prior to their working on the project. Submit for record to the Project Engineer the following lead health/safety items for personnel that work at the project site at the times indicated. Blood level test results initially, every two months, at the end of lead removal operations, and when personnel leave the job. Personal air monitoring results for all job tasks after first full day of normal operation, and every three months. Current lead training certification initially, and every 12 months. Current respirator medical evaluation initially, and every 12 months. Current respirator fit test initially, and every 12 months. Current respirator training certification initially, and every 12 months. Tabulate test results using name and job classification for the duration of the project. Failure to submit and maintain these records will be grounds for shutdown of all lead exposure activities. As a minimum, p rovide expos ure assessments, exposure monitoring, protective clothing, hygiene facilities, discarded clothing disposal facilities, on-site changing areas, showers, eating facilities, hand washing facilities, safety training, and personal protection equipment, as required by OSHA Interim Final Rule on Lead Exposure in Construction on projects where removal of lead based paint will occur. As a minimum, provide the Department’s personnel and its representatives protective clothing, hygiene facilities, discarded clot hing disposal facilities, on -site changing areas, showers, eating facilities, hand washing facilities, safety training, and personal protection equipment conforming to the requirements of the OSHA Interim Final Rule on Lead Exposure in Construction on proj ects where removal of lead based paint will occur. As a minimum, p rovide all personnel, including the Department’s personnel and its representatives, interim respiratory protection, which shall include a respirator, respirator training, and fit testing, and a respirator program until an exposure assessment is performed and actual exposure is determined. Base t he interim respirator protection on anticipated exposure levels greater than the Permissible Exposure Limit (PEL) (50 µg per cubic meter ), but less than 10 times the PEL (500 µg per cubic meter ). As a minimum, provide a half mask air purifying respirator with HEPA filters, which provides a respiratory protection factor of 10. Provide the appropriate respirator if, through exposure assessment, exposure level is greater than 500 µg per cubic meter .

811.09.6 1 Training: Submit training information in accordance with

Examine personnel that work at the project site in accordance with 29 CFR § 1926.62(j) (3) (ii) (A)-(F) prior to their working on the project. Submit for record to the Project Engineer the following lead health/safety items for personnel that work at the project site at the times indicated. Blood level test results initially, every two months, at the end of lead removal operations, and when personnel leave the job. Personal air monitoring results for all job tasks after first full day of normal operation, and every three months. Current lead training certification initially, and every 12 months. Current respirator medical evaluation initially, and every 12 months. Current respirator fit test initially, and every 12 months. Current respirator training certification initially, and every 12 months. Tabulate test results using name and job classification for the duration of the project. Failure to submit and maintain these records will be grounds for shutdown of all lead exposure activities. As a minimum, p rovide expos ure assessments, exposure monitoring, protective clothing, hygiene facilities, discarded clothing disposal facilities, on-site changing areas, showers, eating facilities, hand washing facilities, safety training, and personal protection equipment, as required by OSHA Interim Final Rule on Lead Exposure in Construction on projects where removal of lead based paint will occur. As a minimum, provide the Department’s personnel and its representatives protective clothing, hygiene facilities, discarded clot hing disposal facilities, on -site changing areas, showers, eating facilities, hand washing facilities, safety training, and personal protection equipment conforming to the requirements of the OSHA Interim Final Rule on Lead Exposure in Construction on proj ects where removal of lead based paint will occur. As a minimum, p rovide all personnel, including the Department’s personnel and its representatives, interim respiratory protection, which shall include a respirator, respirator training, and fit testing, and a respirator program until an exposure assessment is performed and actual exposure is determined. Base t he interim respirator protection on anticipated exposure levels greater than the Permissible Exposure Limit (PEL) (50 µg per cubic meter ), but less than 10 times the PEL (500 µg per cubic meter ). As a minimum, provide a half mask air purifying respirator with HEPA filters, which provides a respiratory protection factor of 10. Provide the appropriate respirator if, through exposure assessment, exposure level is greater than 500 µg per cubic meter .

811.09.6 1 Training: Submit training information in accordance with

811.05.11 .

Train all workers and employees on the project as required by OSHA Interim Final Rule on Lead Exposure in Construction . Conduct training within the DOTD District where the project is located at a time and location a s approved by the Project Engineer. Provide each worker and employee with a C ertificate of Training.

811.09.6 2 Assessment: Conduct an employee exposure assessment in

accordance with the Interim Final Rule on at least one worker designated by the Project Engineer. Fully document and report results of initial and any additional exposure assessments in time frames consistent with the Interim Final Rule and forward directly to the Project Engineer.

811.09.7 Debris Han dling and Management: Remove debris generated

from cleaning operation, including abrasive blast residue, spent blast medium, rust, mill scale, paint particles dust from the contaminant area, and place in leak proof containers. Remove debris from the co ntainment area at least once per day. Transfer of debris material from the contaminant area to the containers, movement of containers within the work site, and movement of containers at the temporary storage site shall be such that no pollution of the env ironment will occur and workers are fully protected. The filled containers may be moved to a temporary storage site at the work site (same or geographical contiguous property) by the contractor. Transportation of the containers directly to an off -site st orage site, temporary or permanent, must be done in accordance with 40 CFR § Part 263, and LAC 33:V. The contractor will be responsible for obtaining temporary off -site storage at their expense if utilized. The temporary storage site shall be secure, providing protection from migration of the debris into the environment, vandalism, and public access. Display warning signs prominently around the perimeter of the site. The debris may remain at the temporary storage site no longer than 90 calendar days.

811.09.7 1 Handling Debris: Handle debris generated during the bridge

811.05.11 .

Train all workers and employees on the project as required by OSHA Interim Final Rule on Lead Exposure in Construction . Conduct training within the DOTD District where the project is located at a time and location a s approved by the Project Engineer. Provide each worker and employee with a C ertificate of Training.

811.09.6 2 Assessment: Conduct an employee exposure assessment in

accordance with the Interim Final Rule on at least one worker designated by the Project Engineer. Fully document and report results of initial and any additional exposure assessments in time frames consistent with the Interim Final Rule and forward directly to the Project Engineer.

811.09.7 Debris Han dling and Management: Remove debris generated

from cleaning operation, including abrasive blast residue, spent blast medium, rust, mill scale, paint particles dust from the contaminant area, and place in leak proof containers. Remove debris from the co ntainment area at least once per day. Transfer of debris material from the contaminant area to the containers, movement of containers within the work site, and movement of containers at the temporary storage site shall be such that no pollution of the env ironment will occur and workers are fully protected. The filled containers may be moved to a temporary storage site at the work site (same or geographical contiguous property) by the contractor. Transportation of the containers directly to an off -site st orage site, temporary or permanent, must be done in accordance with 40 CFR § Part 263, and LAC 33:V. The contractor will be responsible for obtaining temporary off -site storage at their expense if utilized. The temporary storage site shall be secure, providing protection from migration of the debris into the environment, vandalism, and public access. Display warning signs prominently around the perimeter of the site. The debris may remain at the temporary storage site no longer than 90 calendar days.

811.09.7 1 Handling Debris: Handle debris generated during the bridge

811.05.11 .

Train all workers and employees on the project as required by OSHA Interim Final Rule on Lead Exposure in Construction . Conduct training within the DOTD District where the project is located at a time and location a s approved by the Project Engineer. Provide each worker and employee with a C ertificate of Training.

811.09.6 2 Assessment: Conduct an employee exposure assessment in

accordance with the Interim Final Rule on at least one worker designated by the Project Engineer. Fully document and report results of initial and any additional exposure assessments in time frames consistent with the Interim Final Rule and forward directly to the Project Engineer.

811.09.7 Debris Han dling and Management: Remove debris generated

from cleaning operation, including abrasive blast residue, spent blast medium, rust, mill scale, paint particles dust from the contaminant area, and place in leak proof containers. Remove debris from the co ntainment area at least once per day. Transfer of debris material from the contaminant area to the containers, movement of containers within the work site, and movement of containers at the temporary storage site shall be such that no pollution of the env ironment will occur and workers are fully protected. The filled containers may be moved to a temporary storage site at the work site (same or geographical contiguous property) by the contractor. Transportation of the containers directly to an off -site st orage site, temporary or permanent, must be done in accordance with 40 CFR § Part 263, and LAC 33:V. The contractor will be responsible for obtaining temporary off -site storage at their expense if utilized. The temporary storage site shall be secure, providing protection from migration of the debris into the environment, vandalism, and public access. Display warning signs prominently around the perimeter of the site. The debris may remain at the temporary storage site no longer than 90 calendar days.

811.09.7 1 Handling Debris: Handle debris generated during the bridge

811.05.11 .

Train all workers and employees on the project as required by OSHA Interim Final Rule on Lead Exposure in Construction . Conduct training within the DOTD District where the project is located at a time and location a s approved by the Project Engineer. Provide each worker and employee with a C ertificate of Training.

811.09.6 2 Assessment: Conduct an employee exposure assessment in

accordance with the Interim Final Rule on at least one worker designated by the Project Engineer. Fully document and report results of initial and any additional exposure assessments in time frames consistent with the Interim Final Rule and forward directly to the Project Engineer.

811.09.7 Debris Han dling and Management: Remove debris generated

from cleaning operation, including abrasive blast residue, spent blast medium, rust, mill scale, paint particles dust from the contaminant area, and place in leak proof containers. Remove debris from the co ntainment area at least once per day. Transfer of debris material from the contaminant area to the containers, movement of containers within the work site, and movement of containers at the temporary storage site shall be such that no pollution of the env ironment will occur and workers are fully protected. The filled containers may be moved to a temporary storage site at the work site (same or geographical contiguous property) by the contractor. Transportation of the containers directly to an off -site st orage site, temporary or permanent, must be done in accordance with 40 CFR § Part 263, and LAC 33:V. The contractor will be responsible for obtaining temporary off -site storage at their expense if utilized. The temporary storage site shall be secure, providing protection from migration of the debris into the environment, vandalism, and public access. Display warning signs prominently around the perimeter of the site. The debris may remain at the temporary storage site no longer than 90 calendar days.

811.09.7 1 Handling Debris: Handle debris generated during the bridge

cleaning and painting process in accordance with one of the following. Collect spent blast medium, rust, mill scale, paint particles, and dust from the contaminant area, dust collector debris, and air filtration equipment filters , place in leak proof containers and d esignate as “Listed Hazardous Waste” based on “process knowledge.” Clearly mark these containers as hazardous, along with tare weight of the container, origin of material, and date of material collection, all with weather resistant labels. Transport to a beneficial reuse facility , such as a lead smelter. At the completion of all structural cleaning, clean and purge all support equipment, collect all used blast media and support equipment filters, and take to the beneficial reuse facility. The facility shall provide the Department with certification that the lead was reclaimed and that the waste has been recycled and no longer exists. No testing will be performed on any debris handled under this method. Collect, test, classify, and filter decontamination water on site to remove particulate s in accordance with local, state, and federal regulations, and the Project Engineer. Contain, collect, test, classify, filter, and dispose of structural wash water in accordance with local, state, and federal regulations, and the Project Engineer. Store other debris in separate leak proof containers. Debris that can easily be classified by visual inspection as “Listed Hazardous Waste,” such as mixed solid/liquid paint and paint related waste or other waste generated during the bridge painting operation, will be labeled as such and not be tested. Debris that cannot be classified by visual inspection are to be sampled and tested to determine their classification and shall be properly disposed of based on that classification or as directed by the Project Engineer. Sample and test wastes in accordance with 40 CFR § Part 261, and LAC 33:V using the Toxicity Characteristics Leaching Procedure (TCLP) . The sampling and testing laboratory designated by the contractor and approved by the Project Engineer shall prepare a sampling plan in accordance with the Environmental Protection Agency’s Manual SW 846. Submit the sampling plan to the Project Engineer as part of the Pollution Control and Monitoring Plan. The Project Engineer will be present during the sampling of debris and will document that samples are representative of debris contained at the temporary storage site and that sampling conforms to the submitted sampling plan. Analyze samples in accordance with the best procedures and quality assurance requirements of 40 CFR § Part 268, and LAC 33:V.

811.09.7 2 Manifest: A manifest is required for the transportation of

both hazardous and non -hazardous waste cla ssified by either of the methods below. Return the manifest to the Project Engineer within 30 days of receipt from the cleaning and painting process in accordance with one of the following. Collect spent blast medium, rust, mill scale, paint particles, and dust from the contaminant area, dust collector debris, and air filtration equipment filters , place in leak proof containers and d esignate as “Listed Hazardous Waste” based on “process knowledge.” Clearly mark these containers as hazardous, along with tare weight of the container, origin of material, and date of material collection, all with weather resistant labels. Transport to a beneficial reuse facility , such as a lead smelter. At the completion of all structural cleaning, clean and purge all support equipment, collect all used blast media and support equipment filters, and take to the beneficial reuse facility. The facility shall provide the Department with certification that the lead was reclaimed and that the waste has been recycled and no longer exists. No testing will be performed on any debris handled under this method. Collect, test, classify, and filter decontamination water on site to remove particulate s in accordance with local, state, and federal regulations, and the Project Engineer. Contain, collect, test, classify, filter, and dispose of structural wash water in accordance with local, state, and federal regulations, and the Project Engineer. Store other debris in separate leak proof containers. Debris that can easily be classified by visual inspection as “Listed Hazardous Waste,” such as mixed solid/liquid paint and paint related waste or other waste generated during the bridge painting operation, will be labeled as such and not be tested. Debris that cannot be classified by visual inspection are to be sampled and tested to determine their classification and shall be properly disposed of based on that classification or as directed by the Project Engineer. Sample and test wastes in accordance with 40 CFR § Part 261, and LAC 33:V using the Toxicity Characteristics Leaching Procedure (TCLP) . The sampling and testing laboratory designated by the contractor and approved by the Project Engineer shall prepare a sampling plan in accordance with the Environmental Protection Agency’s Manual SW 846. Submit the sampling plan to the Project Engineer as part of the Pollution Control and Monitoring Plan. The Project Engineer will be present during the sampling of debris and will document that samples are representative of debris contained at the temporary storage site and that sampling conforms to the submitted sampling plan. Analyze samples in accordance with the best procedures and quality assurance requirements of 40 CFR § Part 268, and LAC 33:V.

811.09.7 2 Manifest: A manifest is required for the transportation of

both hazardous and non -hazardous waste cla ssified by either of the methods below. Return the manifest to the Project Engineer within 30 days of receipt from the treatment or disposal facility. Upon completion of the project, the manifest will be transmitted to the Department’s Materials Lab to the attention of the Environmental Compliance Unit by the Project Engineer and a copy retained and included in the final project record. Wastes determined to be hazardous, either through process knowledge, testing, or otherwise, are subject to the provisio ns of RCRA and shall be completely manifested in accordance with 40 CFR § Part 262, and LAC 33:V when transported for treatment or disposal. Wastes found to be non-hazardous by testing may be disposed of in a Subtitle D (non-hazardous) landfill. See LAC 33.VII Solid Waste Regulations. The Department will be the generator of hazardous waste generated by the cleaning and painting operations. As generator, the Department will execute and sign the disposal manifest documents and provide the generator number. The contractor will be considered the co-generator of the waste , will sign the manifest, and is responsible for the proper conduct of, arrangement for, and payment of cost for the proper storage, testing, handling, transportation, treatment , and disposal of the generated wastes.

811.10 FAILURE TO COMPLETE WORK ON TIME. Failure to complete

work on time will be subject to the provisions of 108.08 .

811.11 Measurement.

811.11.1 Cleaning and Painting: Cleaning and painting new steel or other

new materials will not be measured for payment. Cleaning and painting existing materials will be measured per lump sum.

811.11.2 Galvanizing: Galvanizing will not be measured for payment.

811.11.3 Cleaning and Metallizing: Cleaning and metallizing new steel

will not be measured for payment. Cleaning and metallizing existing steel will be measured per lump sum.

811.11.4 Navigation Clearance Gauge (Painted): Navigation Clearance

Gauge (Painted) will be measured by each.

811.12 PAYMENT. Contract unit prices shall include all materials, labor,

equipment, containment systems, tools, testing, collection and disposal of wastes, and incidentals necessary to complete the work.

811.12.1 Cleaning and Painting:

treatment or disposal facility. Upon completion of the project, the manifest will be transmitted to the Department’s Materials Lab to the attention of the Environmental Compliance Unit by the Project Engineer and a copy retained and included in the final project record. Wastes determined to be hazardous, either through process knowledge, testing, or otherwise, are subject to the provisio ns of RCRA and shall be completely manifested in accordance with 40 CFR § Part 262, and LAC 33:V when transported for treatment or disposal. Wastes found to be non-hazardous by testing may be disposed of in a Subtitle D (non-hazardous) landfill. See LAC 33.VII Solid Waste Regulations. The Department will be the generator of hazardous waste generated by the cleaning and painting operations. As generator, the Department will execute and sign the disposal manifest documents and provide the generator number. The contractor will be considered the co-generator of the waste , will sign the manifest, and is responsible for the proper conduct of, arrangement for, and payment of cost for the proper storage, testing, handling, transportation, treatment , and disposal of the generated wastes.

811.10 FAILURE TO COMPLETE WORK ON TIME. Failure to complete

work on time will be subject to the provisions of 108.08 .

811.11 Measurement.

811.11.1 Cleaning and Painting: Cleaning and painting new steel or other

new materials will not be measured for payment. Cleaning and painting existing materials will be measured per lump sum.

811.11.2 Galvanizing: Galvanizing will not be measured for payment.

811.11.3 Cleaning and Metallizing: Cleaning and metallizing new steel

will not be measured for payment. Cleaning and metallizing existing steel will be measured per lump sum.

811.11.4 Navigation Clearance Gauge (Painted): Navigation Clearance

Gauge (Painted) will be measured by each.

811.12 PAYMENT. Contract unit prices shall include all materials, labor,

equipment, containment systems, tools, testing, collection and disposal of wastes, and incidentals necessary to complete the work.

811.12.1 Cleaning and Painting:

treatment or disposal facility. Upon completion of the project, the manifest will be transmitted to the Department’s Materials Lab to the attention of the Environmental Compliance Unit by the Project Engineer and a copy retained and included in the final project record. Wastes determined to be hazardous, either through process knowledge, testing, or otherwise, are subject to the provisio ns of RCRA and shall be completely manifested in accordance with 40 CFR § Part 262, and LAC 33:V when transported for treatment or disposal. Wastes found to be non-hazardous by testing may be disposed of in a Subtitle D (non-hazardous) landfill. See LAC 33.VII Solid Waste Regulations. The Department will be the generator of hazardous waste generated by the cleaning and painting operations. As generator, the Department will execute and sign the disposal manifest documents and provide the generator number. The contractor will be considered the co-generator of the waste , will sign the manifest, and is responsible for the proper conduct of, arrangement for, and payment of cost for the proper storage, testing, handling, transportation, treatment , and disposal of the generated wastes.

811.10 FAILURE TO COMPLETE WORK ON TIME. Failure to complete

work on time will be subject to the provisions of 108.08 .

811.11 Measurement.

811.11.1 Cleaning and Painting: Cleaning and painting new steel or other

new materials will not be measured for payment. Cleaning and painting existing materials will be measured per lump sum.

811.11.2 Galvanizing: Galvanizing will not be measured for payment.

811.11.3 Cleaning and Metallizing: Cleaning and metallizing new steel

will not be measured for payment. Cleaning and metallizing existing steel will be measured per lump sum.

811.11.4 Navigation Clearance Gauge (Painted): Navigation Clearance

Gauge (Painted) will be measured by each.

811.12 PAYMENT. Contract unit prices shall include all materials, labor,

equipment, containment systems, tools, testing, collection and disposal of wastes, and incidentals necessary to complete the work.

811.12.1 Cleaning and Painting:

treatment or disposal facility. Upon completion of the project, the manifest will be transmitted to the Department’s Materials Lab to the attention of the Environmental Compliance Unit by the Project Engineer and a copy retained and included in the final project record. Wastes determined to be hazardous, either through process knowledge, testing, or otherwise, are subject to the provisio ns of RCRA and shall be completely manifested in accordance with 40 CFR § Part 262, and LAC 33:V when transported for treatment or disposal. Wastes found to be non-hazardous by testing may be disposed of in a Subtitle D (non-hazardous) landfill. See LAC 33.VII Solid Waste Regulations. The Department will be the generator of hazardous waste generated by the cleaning and painting operations. As generator, the Department will execute and sign the disposal manifest documents and provide the generator number. The contractor will be considered the co-generator of the waste , will sign the manifest, and is responsible for the proper conduct of, arrangement for, and payment of cost for the proper storage, testing, handling, transportation, treatment , and disposal of the generated wastes.

811.10 FAILURE TO COMPLETE WORK ON TIME. Failure to complete

work on time will be subject to the provisions of 108.08 .

811.11 Measurement.

811.11.1 Cleaning and Painting: Cleaning and painting new steel or other

new materials will not be measured for payment. Cleaning and painting existing materials will be measured per lump sum.

811.11.2 Galvanizing: Galvanizing will not be measured for payment.

811.11.3 Cleaning and Metallizing: Cleaning and metallizing new steel

will not be measured for payment. Cleaning and metallizing existing steel will be measured per lump sum.

811.11.4 Navigation Clearance Gauge (Painted): Navigation Clearance

Gauge (Painted) will be measured by each.

811.12 PAYMENT. Contract unit prices shall include all materials, labor,

equipment, containment systems, tools, testing, collection and disposal of wastes, and incidentals necessary to complete the work.

811.12.1 Cleaning and Painting:

treatment or disposal facility. Upon completion of the project, the manifest will be transmitted to the Department’s Materials Lab to the attention of the Environmental Compliance Unit by the Project Engineer and a copy retained and included in the final project record. Wastes determined to be hazardous, either through process knowledge, testing, or otherwise, are subject to the provisio ns of RCRA and shall be completely manifested in accordance with 40 CFR § Part 262, and LAC 33:V when transported for treatment or disposal. Wastes found to be non-hazardous by testing may be disposed of in a Subtitle D (non-hazardous) landfill. See LAC 33.VII Solid Waste Regulations. The Department will be the generator of hazardous waste generated by the cleaning and painting operations. As generator, the Department will execute and sign the disposal manifest documents and provide the generator number. The contractor will be considered the co-generator of the waste , will sign the manifest, and is responsible for the proper conduct of, arrangement for, and payment of cost for the proper storage, testing, handling, transportation, treatment , and disposal of the generated wastes.

811.10 FAILURE TO COMPLETE WORK ON TIME. Failure to complete

work on time will be subject to the provisions of 108.08 .

811.11 Measurement.

811.11.1 Cleaning and Painting: Cleaning and painting new steel or other

new materials will not be measured for payment. Cleaning and painting existing materials will be measured per lump sum.

811.11.2 Galvanizing: Galvanizing will not be measured for payment.

811.11.3 Cleaning and Metallizing: Cleaning and metallizing new steel

will not be measured for payment. Cleaning and metallizing existing steel will be measured per lump sum.

811.11.4 Navigation Clearance Gauge (Painted): Navigation Clearance

Gauge (Painted) will be measured by each.

811.12 PAYMENT. Contract unit prices shall include all materials, labor,

equipment, containment systems, tools, testing, collection and disposal of wastes, and incidentals necessary to complete the work.

811.12.1 Cleaning and Painting:

treatment or disposal facility. Upon completion of the project, the manifest will be transmitted to the Department’s Materials Lab to the attention of the Environmental Compliance Unit by the Project Engineer and a copy retained and included in the final project record. Wastes determined to be hazardous, either through process knowledge, testing, or otherwise, are subject to the provisio ns of RCRA and shall be completely manifested in accordance with 40 CFR § Part 262, and LAC 33:V when transported for treatment or disposal. Wastes found to be non-hazardous by testing may be disposed of in a Subtitle D (non-hazardous) landfill. See LAC 33.VII Solid Waste Regulations. The Department will be the generator of hazardous waste generated by the cleaning and painting operations. As generator, the Department will execute and sign the disposal manifest documents and provide the generator number. The contractor will be considered the co-generator of the waste , will sign the manifest, and is responsible for the proper conduct of, arrangement for, and payment of cost for the proper storage, testing, handling, transportation, treatment , and disposal of the generated wastes.

811.10 FAILURE TO COMPLETE WORK ON TIME. Failure to complete

work on time will be subject to the provisions of 108.08 .

811.11 Measurement.

811.11.1 Cleaning and Painting: Cleaning and painting new steel or other

new materials will not be measured for payment. Cleaning and painting existing materials will be measured per lump sum.

811.11.2 Galvanizing: Galvanizing will not be measured for payment.

811.11.3 Cleaning and Metallizing: Cleaning and metallizing new steel

will not be measured for payment. Cleaning and metallizing existing steel will be measured per lump sum.

811.11.4 Navigation Clearance Gauge (Painted): Navigation Clearance

Gauge (Painted) will be measured by each.

811.12 PAYMENT. Contract unit prices shall include all materials, labor,

equipment, containment systems, tools, testing, collection and disposal of wastes, and incidentals necessary to complete the work.

811.12.1 Cleaning and Painting:

treatment or disposal facility. Upon completion of the project, the manifest will be transmitted to the Department’s Materials Lab to the attention of the Environmental Compliance Unit by the Project Engineer and a copy retained and included in the final project record. Wastes determined to be hazardous, either through process knowledge, testing, or otherwise, are subject to the provisio ns of RCRA and shall be completely manifested in accordance with 40 CFR § Part 262, and LAC 33:V when transported for treatment or disposal. Wastes found to be non-hazardous by testing may be disposed of in a Subtitle D (non-hazardous) landfill. See LAC 33.VII Solid Waste Regulations. The Department will be the generator of hazardous waste generated by the cleaning and painting operations. As generator, the Department will execute and sign the disposal manifest documents and provide the generator number. The contractor will be considered the co-generator of the waste , will sign the manifest, and is responsible for the proper conduct of, arrangement for, and payment of cost for the proper storage, testing, handling, transportation, treatment , and disposal of the generated wastes.

811.10 FAILURE TO COMPLETE WORK ON TIME. Failure to complete

work on time will be subject to the provisions of 108.08 .

811.11 Measurement.

811.11.1 Cleaning and Painting: Cleaning and painting new steel or other

new materials will not be measured for payment. Cleaning and painting existing materials will be measured per lump sum.

811.11.2 Galvanizing: Galvanizing will not be measured for payment.

811.11.3 Cleaning and Metallizing: Cleaning and metallizing new steel

will not be measured for payment. Cleaning and metallizing existing steel will be measured per lump sum.

811.11.4 Navigation Clearance Gauge (Painted): Navigation Clearance

Gauge (Painted) will be measured by each.

811.12 PAYMENT. Contract unit prices shall include all materials, labor,

equipment, containment systems, tools, testing, collection and disposal of wastes, and incidentals necessary to complete the work.

811.12.1 Cleaning and Painting:

treatment or disposal facility. Upon completion of the project, the manifest will be transmitted to the Department’s Materials Lab to the attention of the Environmental Compliance Unit by the Project Engineer and a copy retained and included in the final project record. Wastes determined to be hazardous, either through process knowledge, testing, or otherwise, are subject to the provisio ns of RCRA and shall be completely manifested in accordance with 40 CFR § Part 262, and LAC 33:V when transported for treatment or disposal. Wastes found to be non-hazardous by testing may be disposed of in a Subtitle D (non-hazardous) landfill. See LAC 33.VII Solid Waste Regulations. The Department will be the generator of hazardous waste generated by the cleaning and painting operations. As generator, the Department will execute and sign the disposal manifest documents and provide the generator number. The contractor will be considered the co-generator of the waste , will sign the manifest, and is responsible for the proper conduct of, arrangement for, and payment of cost for the proper storage, testing, handling, transportation, treatment , and disposal of the generated wastes.

811.10 FAILURE TO COMPLETE WORK ON TIME. Failure to complete

work on time will be subject to the provisions of 108.08 .

811.11 Measurement.

811.11.1 Cleaning and Painting: Cleaning and painting new steel or other

new materials will not be measured for payment. Cleaning and painting existing materials will be measured per lump sum.

811.11.2 Galvanizing: Galvanizing will not be measured for payment.

811.11.3 Cleaning and Metallizing: Cleaning and metallizing new steel

will not be measured for payment. Cleaning and metallizing existing steel will be measured per lump sum.

811.11.4 Navigation Clearance Gauge (Painted): Navigation Clearance

Gauge (Painted) will be measured by each.

811.12 PAYMENT. Contract unit prices shall include all materials, labor,

equipment, containment systems, tools, testing, collection and disposal of wastes, and incidentals necessary to complete the work.

811.12.1 Cleaning and Painting:

treatment or disposal facility. Upon completion of the project, the manifest will be transmitted to the Department’s Materials Lab to the attention of the Environmental Compliance Unit by the Project Engineer and a copy retained and included in the final project record. Wastes determined to be hazardous, either through process knowledge, testing, or otherwise, are subject to the provisio ns of RCRA and shall be completely manifested in accordance with 40 CFR § Part 262, and LAC 33:V when transported for treatment or disposal. Wastes found to be non-hazardous by testing may be disposed of in a Subtitle D (non-hazardous) landfill. See LAC 33.VII Solid Waste Regulations. The Department will be the generator of hazardous waste generated by the cleaning and painting operations. As generator, the Department will execute and sign the disposal manifest documents and provide the generator number. The contractor will be considered the co-generator of the waste , will sign the manifest, and is responsible for the proper conduct of, arrangement for, and payment of cost for the proper storage, testing, handling, transportation, treatment , and disposal of the generated wastes.

811.10 FAILURE TO COMPLETE WORK ON TIME. Failure to complete

work on time will be subject to the provisions of 108.08 .

811.11 Measurement.

811.11.1 Cleaning and Painting: Cleaning and painting new steel or other

new materials will not be measured for payment. Cleaning and painting existing materials will be measured per lump sum.

811.11.2 Galvanizing: Galvanizing will not be measured for payment.

811.11.3 Cleaning and Metallizing: Cleaning and metallizing new steel

will not be measured for payment. Cleaning and metallizing existing steel will be measured per lump sum.

811.11.4 Navigation Clearance Gauge (Painted): Navigation Clearance

Gauge (Painted) will be measured by each.

811.12 PAYMENT. Contract unit prices shall include all materials, labor,

equipment, containment systems, tools, testing, collection and disposal of wastes, and incidentals necessary to complete the work.

811.12.1 Cleaning and Painting:

Payment for cleaning and painting existing materials will be made at the contract unit price in accordance with the submitted and accepted progress phases and segments for payment as described in 811.05.13 .

811.12.2 Cleaning and Metallizing: Payment for cleaning and metallizing

existing steel will be made at the contract lump sum price in acco rdance with the submitted and accepted progress phases and segments for payment as described in

811.05.13 .

811.12.3 Navigation Clearance Gauge (Painted): Payment for

navigational clearance gauge (painted) will be made at the contract unit price per each. Payment will be made under: Item No. Pay Item Pay Unit 811-01 Cleaning and Painting Lump Sum 811-02 Cleaning and Metallizing Lump Sum 811-03 Navigation Clearance Gauge (Painted) Each Payment for cleaning and painting existing materials will be made at the contract unit price in accordance with the submitted and accepted progress phases and segments for payment as described in 811.05.13 .

811.12.2 Cleaning and Metallizing: Payment for cleaning and metallizing

existing steel will be made at the contract lump sum price in acco rdance with the submitted and accepted progress phases and segments for payment as described in

811.05.13 .

811.12.3 Navigation Clearance Gauge (Painted): Payment for

navigational clearance gauge (painted) will be made at the contract unit price per each. Payment will be made under: Item No. Pay Item Pay Unit 811-01 Cleaning and Painting Lump Sum 811-02 Cleaning and Metallizing Lump Sum 811-03 Navigation Clearance Gauge (Painted) Each Payment for cleaning and painting existing materials will be made at the contract unit price in accordance with the submitted and accepted progress phases and segments for payment as described in 811.05.13 .

811.12.2 Cleaning and Metallizing: Payment for cleaning and metallizing

existing steel will be made at the contract lump sum price in acco rdance with the submitted and accepted progress phases and segments for payment as described in

811.05.13 .

811.12.3 Navigation Clearance Gauge (Painted): Payment for

navigational clearance gauge (painted) will be made at the contract unit price per each. Payment will be made under: Item No. Pay Item Pay Unit 811-01 Cleaning and Painting Lump Sum 811-02 Cleaning and Metallizing Lump Sum 811-03 Navigation Clearance Gauge (Painted) Each Section 812 Treated Timber

812.01 DESCRIPTION. Furnish and install lumber, timber, and hardware.

Treat all timber unless otherwise specified.

812.02 MATERIALS. Materials shall comply with the following subsections:

Castings 1013.05 , 1013.06 Structural Timber and Lumber 1014.01 Timber Preservatives 1014.03 Treatment 1014.04 Connectors 1014.05 Hardware and Structural Shapes 1014.06 Roofing Pitch 1018.09

812.03 Species of Wood.

812.03.1 Permanent Structures: Use Douglas Fir or Southern Yellow

Pine for permanent structures unless otherwise specified in the plans. Similar components must be of the same species throughout each structure.

812.03.2 Temporary Structures: Temporary bridges shall conform to

Section 817 , “Temporary Works.” All other temporary structures may be any satisfactory species and grade of timber.

812.04 STORAGE OF MATERIAL. Keep lumber and timber stored on the site

in orderly stacks. Stack material on supports above ground to permit free circulation of air between tiers and courses. Store timber in a manner w hich will prevent changes in dimensions, twisting, warping, and splitting of members before assembly. Provide protection from the weather by suitable covering.

812.05 TIMBER. When treated timber is damaged or cut, repair disturbed areas

with timber preservatives conforming to 1014.03 .

812.05.1 Workmanship: Drive nails and spikes with just suf ficient force to

set the heads flush with the surface of the wood. Deep hammer marks in wood