final clarifier coating project 2014 - madsewer.org clarifier cleaning 2014...final clarifier...

Final Clarifier Coating Project 2014

MADISON METROPOLITAN SEWERAGE DISTRICT The Madison Metropolitan Sewerage District requests quotes for Final Clarifier Coating Project 2014, which involves coating 2 Final Clarifier sweep arm assemblies with SHER-GLASS FF Epoxy Tank Lining System using OAP technology. Decks and railing with Sherwin Williams Direct to Metal Enamel. Sealed proposals will be received at the office of the District, 1610 Moorland Road, Madison, Wisconsin, 53713, until 10:00 a.m. Tuesday April 1st, 2014, at which time and place all proposals will be publicly opened and read aloud. A mandatory pre bid site visit will be held at 10:00 am Tuesday March 25th 2014, at the Nine Springs Wastewater Treatment Plant Operations Building. The steel structural supports, sweep arms, decks, railings, other steel components and the fixed equipment inside the clarifier shall be coated according to the requirements of this specification. MMSD staff will be responsible for replacement metal strapping and tank dewatering.

Qualifications

All bidders must be qualified for this specific work. Contractor shall specialize in coating applications with a minimum five years' documented experience. Contractors shall have adequate equipment to complete this scope of work. Before proposals will be accepted for the work contemplated herein, MMSD will conduct such investigation as is necessary to determine the performance record and ability of the Bidders to perform the size and type of work specified in the Contract Documents. Any prospective bidders must submit a written statement of qualifications with three references for review and approval by the District. Qualification statements are to be submitted no later than 10:00am Tuesday March 25th 2014.

Qualified bidders must comply with all State of Wisconsin and OSHA safety regulations. Qualified bidders must comply with all State of Wisconsin, Department of Workforce Development, Equal Rights Division, Departmental Order, Determination No. 201300600 for prevailing wage rate.*Attached

If you have any questions notify:

Brady Lessner Buildings and Grounds Supervisor Madison Metropolitan Sewerage District 1610 Moorland Road Madison Wi. 53713 (608) 222-1201 Ext. 281Email:[email protected] Published

Monday March 10th 2014 Monday March 17th 2014

ADVERTISEMENTS FOR BIDS The Madison Metropolitan Sewerage District will receive sealed proposals for the following: Final Clarifier Coating Project 2014 Proposals will be received until 10:00 am on Tuesday April 1st

2014, at the District office, 1610 Moorland Road, Madison, Wisconsin 53713. Specifications are available at the District office or on line at madsewer.org. Maintenance Projects. Any questions should be directed to Brady Lessner at (608) 222-1201 ext.281. Project Location Madison Metropolitan Sewerage District Nine Springs Wastewater Treatment Plant 1610 Moorland Road, Madison Wi. 53713 Project Mananger Brady Lessner Buildings and Grounds Supervisor Madison Metropolitan Sewerage District 1610 Moorland Road,Madison Wi. 53713 (608) 222-1201 Ext. 281 Cell (608) 347-3609 Fax (608) 222-2703 Email: [email protected] Dates Monday March 10th 2014 and Monday March 17th 2014 Request For Quotes published: Madison Newspaper.

mailto:[email protected]

mailto:[email protected]

Tuesday March 25th 2014 A mandatory pre bid site visit will be held at 10:00 am at the Nine Springs Wastewater Treatment Plant, Operations Building. Written statement of qualifications to be submitted by pre bid site visit.*Attached Tuesday April 1st, 2014, Bid Opening: 10:00 a.m. at which time and place all proposals will be publicly opened and read aloud. Madison Metropolitan Sewerage District 1610 Moorland Road, Madison Wi. 53713 Operations Building 2nd floor conference room. May 26th 2014 Setup - Start Date

Project Description: Final Clarifier Coating Project 2014

Final Clarifier 10 was constructed in late 1970’s and Final Clarifier 11 was constructed in the mid 1980’s.They are coated with a polyamide coal tar system and have been spot maintained using Sher-Tar, a Sherwin Williams product.

Project Payment

Payment for materials may be submitted upon delivery to project site.

50% payment of remaining balance to be invoiced at 1st tank completion.

Remaining balance paid within 30 days of project completion. All equipment and materials removed from site. Coatings completed.

Attached Drawings Coating Specifications State of Wisconsin Prevailing Wage Requirements Qualification Forms

1.1. SCOPE 1.2. This specification covers the internal coatings systems for steel structures and

components in immersion service in wastewater. All steel components of the Clarifier are to be coated. This system is approved for steel immersion at ambient temperature in wastewater, oil and other similar cargoes. It also defines the minimum equipment, supplies, and inspection necessary to comply with this specification by CONTRACTOR.

1.3. The interior steel structural supports, sweep arms, center stilling wells and other steel components and the fixed equipment on the clarifier shall be coated according to the requirements of this specification.

1.4. The Sherwin-Williams Product Data Sheets for the products listed in this specification are attached and are a part of this specification.

2.0 GENERAL REQUIREMENTS

2.0 The contractor shall encapsulate while blasting or coating is being performed to eliminate airborne media. Dehumidification system to be installed to keep atmosphere within temperature and dew point range during application through cure of coating if needed. 2.1 The Contractor shall meet with the MMSD’s Representative for a pre-job conference to discuss all aspects of the specifications. A representative of Sherwin-Williams shall be invited to this meeting. Particular emphasis shall be placed upon safety, surface preparation, material application, inspection, and weather conditions.

2.2 CONTRACTOR shall obtain, read, and understand the Product Data Sheets and Material Safety Data Sheets (MSDS) for the products used in this specification. *Attached

2.3 Cleaning – All substrates shall be cleaned and shall be free of oil, grease, and other contaminants prior to the abrasive blasting that immediately precedes the application of the first coat.

2.4 Application Temperature – Surface, material, and ambient temperatures must all be 55ºF or greater for the Sher-Glass FF® Epoxy to cure properly. The surface temperature of the metal to be coated must be at least 5º greater than the dew point. These conditions must be maintained during application and for a minimum of 24 hours after the application is completed. The CONTRACTOR shall have air, surface, and product temperature gauges at the job site as well as psychometric tables for the determination of the dew point.

2.5 Good housekeeping must be practiced during surface preparation and during the application of the lining system to make sure that no contaminants or bond breakers are brought into the tank during the application.

2.6 The contractor understands that because of the close proximity to buildings all attempts shall be made to limit the amount of airborne blasting media and Sher-Glass product. This may

include work stoppage on days with strong winds. Contractor is responsible for masking off all control boxes, motors, reducers, drives, scum collector or any other equipment that may be harmed by blasting media exposure.

3.0. SURFACE PREPARATION 3.1. SSPC-SP-10 / NACE # 2 NEAR WHITE METAL BLAST. Minimum anchor profile – 2.0 mils. 3.2. The grit used in abrasive blasting operations shall be free of oil, moisture, and other

contaminants and shall NOT be reused. MMSD shall agree upon the type of grit to be used for abrasive blast cleaning. Please submit media MSDS with proposal.

3.3. The clarifier shall be thoroughly cleaned to remove all contaminants and heavy

accumulations of scale, dirt, product and oil residues prior to abrasive blasting. All debris shall be removed from clarifiers.

3.4. The NACE / SSPC Joint Surface Preparation Standards for abrasive blasting are

incorporated in and made a part of this specification. All references to SSPC-SP-10 / NACE #2 designate the definitions and other requirements in these documents. SSPC VIS 1-89 Visual Standard for Abrasive Blast Cleaned Steel shall be used to visually evaluate the blast cleanliness.

3.5. Remove or grind down all sharp burrs, edges, and weld spatter from all steel that is

to be coated. Corners and edges shall be chamfered 1/16” at a 45o angle minimum or rounded to a 1/16” radius (1/8” diameter) minimum. The anchor profile shall be restored by abrasive blasting prior to the application of coating materials.

3.6. All substrates are to be vacuumed, swept and blown down with clean, dry air to remove

spent abrasive, dust and other foreign material that might interfere with the adhesion of Sher-Glass FF Epoxy®.

3.7. The maximum allowable residual salt contamination immediately prior to the application of the first coat is 5 micrograms per square centimeter (50 mg/M2) as measured with a KTA Scat Kit or equivalent field test method.

3.8. MMSD’s REPRESENTATIVE shall inspect and approve of the condition of the tank after

the surface preparation is complete and before any paint is applied to assure compliance with these Specifications. MMSD reserves the right to hire a third party inspector at MMSD’s expense. CONTRACTOR shall provide access for the MMSD’s REPRESENTATIVE to perform any inspections required by these specifications.

4.0 COATING MATERIALS: Sweep arm assembly

Sher-Glass FF® Epoxy Coating & Lining System with OAP additive in first coat.

Two Coats @ 10 to 20 DFT for 20 to 40 mils Total Dry Film Thickness. 1ST coat White OAP, 2nd coat Black. 4.1 COATING MATERIALS: Deck, railing and stairs

Sherwin Williams Direct to Metal Enamel Silver Gray. Surface preparation to follow instructions from the Materials Data Sheet for each type of metal. (Steel, Galvanized steel)

5.0 PUTTY APPLICATION

5.1 The blasted surfaces that will receive putty shall be primed within eight (8) hours or as needed to prevent flash rusting and to protect the blast. Alternatively, de-humidifiers may be used to hold the blast, providing flash rusting does not occur.

5.2 Where flash rusting does occur, the metal surfaces shall be re-blasted to remove all rust prior to the application of coating materials.

5.3 Seal welding of all structural members to the roof plates and to other tank structure is

the preferred corrosion control method. However, should “skip welding”, “stitch welding” or other forms of cracks and crevices be encountered, seal with Steel Seam FT910 putty as described in the technical data sheet for that product. The blasted steel shall be primed with SHER-GLASS FF® coating prior to the application of the Steel Seam FT910 putty. Apply the putty in the thinnest layer that will seal the crack and smooth any transitions, weld seams, rivet connections, lap seams, etc.

Note: Thiokol 2282 Polysulfide Caulk may be applied in the same areas as mentioned above in place of Steel Seam FT910 putty. Or Thiokol 2282 Polysulfide caulk may be added (by request of owner) as a final step to seal any remaining suspected areas to prevent penetration of wastewater.

5.4 IT IS VERY IMPORTANT THAT THERE IS NO DEW OR MOISTURE ON THE SUBSTRATE

DURING THE APPLICATION OF THE PUTTY AS THIS WILL CAUSE DISBONDMENT OF THE PUTTY FROM THE PRIMED SURFACE. The substrate temperature must be at least 5o F above the dew point during application of the putty.

5.5 The Steel Seam FT 910 putty should be applied as thin as possible to fill pits and seal cracks. Under no circumstances shall the putty thickness exceed 1/2 inch.

6.0 APPLICATION OF THE SHER-GLASS FF GLASS FLAKE REINFORCED EPOXY SYSTEM

6.1 The blasted surfaces that will receive coating shall be primed within eight (8) hours or as

needed to prevent flash rusting and to protect the blast. Alternatively, de-humidifiers may be used to hold the blast, providing flash rusting does not occur.

6.2 Where flash rusting does occur, the metal surfaces shall be re-blasted to remove all rust prior to the application of coating materials. No coatings shall be applied unless the metal temperature is a minimum of 5oF above the dew point.

6.3 Mix Sher-Glass FF® and allow to “Sweat in” according to the Sherwin-Williams Product Data Sheets. Observe the pot life restrictions. Do not mix freshly mixed Sher-Glass FF® with material whose pot life has partially expired.

6.4 Stripe Coats: A stripe coat shall precede Each Coat by brush method, on edges, corners, seams. Crevices, interior angles, junctions of joining members, rivets or bolt heads, nuts and threads, weld lines and other similar irregularities.

SSPC-PA11 shall be used as a guide or Paint Application Guide for stripe coating. However, it should be noted that the coatings manufacturer approves the brush-stripe

method only for this project

6.5 Primer: Spray apply the first coat (gray) using Sher-Glass FF® (with the appropriate hardener depending on the temperature) at a wet film thickness of 10 to 20 wet mils to the steel substrate. Spray corners and edges, allow tacking up, then applying a full coat of Sher-Glass FF®. 6.6 After a minimum of 18 hours drying time at 77oF, visually inspect all coated surfaces for bubbles, voids, runs, sags, trash in the coating, or other defects, then mark defects with chalk for repair. Sand sags and runs down to level with the other coating. Remove other defects, feather edges of defects, then apply a full thickness coat of Sher-Glass FF® over the repair areas. 6.7 Topcoat: Spray apply the second coat (black) using Sher-Glass FF® (with the appropriate hardener depending on the temperature) at a wet film thickness of 10 to 20 wet mils to the steel substrate. Spray corners and edges, allow to tack up, and then apply a full coat of Sher-Glass FF® (with the appropriate hardener depending on the temperature). 6.8 Cleaning of equipment: Clean equipment using R2K4 Solvent at completion of EACH operation while material is still WET and UNCURED. Fluid hoses and guns should be flushed at completion of EACH coating operation.

Inspection of Fluorescent Coating Systems

7.0. The following inspection procedures should be followed after the first coat is dry and hard.

7.1. Test equipment requirements:

7.1.1. Microtest III or Positector 6000 Dry Film Thickness Gauge.

7.1.2. MMSD will provide OAP fluorescent coating inspection equipment. 7.2. After a minimum of 12 hours drying time at 77oF, visually inspect all coated surfaces for

uncured resin, bubbles, voids, runs, sags, trash in the coating, then mark defects with chalk for repair.

7.3. After a minimum of 12 hours curing time at 77oF, test for holidays attached Technology Update #11, Inspection of Fluorescent Coating Systems.

8.0 REPAIRS TO FINAL COAT

8.1 Wash areas to be repaired with R2K4 solvent per SSPC-SP1 prior to sanding or other mechanical surface preparation.

8.2 Sand sags and runs down to level with coating around them. 8.3 Defects such as air pockets or bubbles, trash in the coating, or other defects must be

removed by grinding or other abrasion. Feather edges of all defects removed. 8.4 Holidays detected in Section 7 above shall be repaired in accordance with this Section 8. 8.5 Then apply a full thickness coat (10 to 20 wet mils) of Sher-Glass FF® over the repair

areas that extends a minimum of 4 inches past the edge of the defect. The minimum coating thickness after repairs shall be 20 dry mils, the maximum shall be 40 dry mils.

8.6 After repairs are complete, test repaired areas for holidays in accordance with section

7.3.

9.0 SYSTEM CURE REQUIREMENTS

9.1 Sher-Glass FF® Glass Flake Reinforced Epoxy System – Shall be allowed to cure according to the time and temperature tables in the Sherwin-Williams Product Data Sheets

Proposal Requirements Proposals shall include all labor, materials, equipment, tools, power, utilities, debris removal, transportation, and all other services or items necessary to perform and complete in a workmanlike manner. Contractor is responsible for obtaining all necessary permits/fees at the contractor's expense.

Proposal is requested in terms of a one-item lump sum bid per clarifier.

Proposal shall include proof of insurance. Contractor shall obtain, pay for, and maintain during the life of this Contract Worker's Compensation Insurance as required by Government statute, Comprehensive General Liability Insurance of $1 million, and Umbrella Liability Insurance of $1 million to protect the Contractor performing work covered by this Contract from claims for damages for bodily injury, including accidental death, as well as for claims for property damage which may arise from operations under this Contract whether such operations be by the Contractor or any Subcontractor, or by anyone directly or indirectly employed by either of them. Tanks shall be returned to owner in the condition the contractor received them in. Contractor is responsible for all clean up and removal of all media. All tipping fees at Dane County Landfill will be paid by MMSD. Truck must stop at Dane County Landfill for weight and ticket. Tickets to be turned in daily to project manager. All proposals must be made on the form provided herein and shall be addressed to the Madison Metropolitan Sewerage District; Mr. Brady Lessner, Buildings and Grounds Supervisor; 1610 Moorland Road, Madison, Wisconsin 53713; and shall be marked Sealed Proposal, Final Clarifier Coating Project 2014.

Contract award is subject to the provisions of Section 66.0901, Wisconsin Statutes. The District reserves the right to reject any or all proposals or to waive any technicality and accept any proposal which may, in its opinion, be advantageous to the District.

REQUEST FOR QUOTE Final Clarifier Coating Project 2013

MADISON METROPOLITAN SEWERAGE DISTRICT Contractor___________________________________________________________ Address_________________________________________________________________ Telephone No. ___________________________ FAX____________________________ Contact Person___________________________________________________________ Date______________________________________________ Bids to be received until 10:00 a.m. Tuesday April 1st, 2014 Bid Opening: Madison Metropolitan Sewerage District 1610 Moorland Road, Madison Wi. 53713 The undersigned Bidder declares that he/she has carefully inspected the site of the work and examined the Request for Proposal and plans and hereby proposes to provide all labor, materials, equipment, tools, power, utilities, debris removal, transportation, permits/fees and all other services or items necessary to perform and complete, in a workmanlike manner, for the Madison Metropolitan Sewerage District at the price for said work as follows: BID To perform Final Clarifier Coating Project 2014 in accordance with the Request for Proposal: Lump sum bid for Final Clarifier 10 Coating Project $

Lump sum bid for Final Clarifier 11 Coating Project $

Total $

___________________________________________________________ Dollars

and ________________________________Cents (Total in figures) Please Attach: Proof of insurance, Blast Media MSDS Est. Start Date - May 26th, 2014 Est. days to Completion ______________

Signature: _______________________________________________________________

Title: ___________________________________________________________________

MMSD PRE-QUALIFICATION APPLICATION

BIDDER’S STATEMENT OF REQUEST FOR PRE-QUALIFICATION

(CONFIDENTIAL INFORMATION)

Submitted to: Madison Metropolitan Sewerage District

1610 Moorland Road

Madison, WI 53713

Instructions:

To be submitted by prime contract bidders only.

PHONE (608) 222-1201

FAX (608) 222-2703

Must be received by District prior to deadline stated in bidding documents. Additional information, if necessary, may be requested by the District.

= = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = == =

1. Bidder’s Name:

Mailing Address:

Telephone: Fax:

E-Mail:

2. The above named Bidder requests to be pre-qualified for construction of the following

project(s)/contract(s) (insert project/contract name(s) below):

a.

b.

c.

Bidder HAS NOT submitted a Statement of Qualifications within the current calendar year.

Documentation is required. Proceed to following page, complete forms and attach documentation.

Bidder HAS submitted a Statement of Qualifications within the current calendar year. A new

Statement of Qualifications is not required. Bidder acknowledges his/her intent to be pre-

qualified for the above named project(s) by signing and dating this form below and by returning

this form to the District prior to the deadline stated in the bidding documents.

Firm Name

Signature

Title

Date

MMSD Pre-qualification Forms Page 1 of 3

MMSD PRE-QUALIFICATION DOCUMENTATION

BIDDER’S STATEMENT OF QUALIFICATIONS


If Bidder HAS NOT submitted a Statement of Qualifications within the current calendar year, please

complete this form, include supplemental information as required, and return to the District prior to the

deadline stated in the bidding documents.

= = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = == =

1. Bidder’s Current Name:

Mailing Address:

Telephone: Fax:

E-Mail:

2. When organized?

3. When and where incorporated?

4. How many years in contracting business under present firm name?

5. Briefly describe the type of work which your firm undertakes (check appropriate items).

Provide attachment, if desired.

Building Construction Reinforced Concrete

Earthwork Sewer, Water, Underground

Plumbing Mechanical Equipment Installation,

Electrical Process Piping

Heating/Ventilating

Other (describe)

Comments on above:


BIDDER’S STATEMENT OF QUALIFICATIONS-Continued


= = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = == =

6. Attach a list of your current contracts and your contracts completed in recent years. Include

project name, owner, engineer, contract amount, completion date, and type of work. Highlight

those contracts that are for work similar in type to that contemplated by the Madison

Metropolitan Sewerage District.

7. Have you ever defaulted on a contract, or failed to complete any work awarded to you?

Yes No If yes, attach statement showing where and why.

8. Attach a list of your major equipment.

9. Attach a statement or resumes showing the experience and qualifications of your key

personnel.

10. Attach a bank letter indicating credit available.

11. Attach a dated, recent financial statement showing breakdown of your firm’s assets, liabilities,

and net worth.

I certify that all above statements and attachments hereto are true and correct and are made on behalf

of

Firm Name

Signature

Title

Sworn and Subscribed to before me this day of , 20 .

Notary Public.

My commission expires .


Revised 6/12

SHER-GLASS FFGLASS FLAKE REINFORCED EPOXY

PART A B62-525 SERIES PART B B62V525 STANDARD HARDENER PART B B62V526 LOW TEMP HARDENER

Protective &

MarineCoatings

4.37

www.sherwin-williams.com/protective

PRODUCT DESCRIPTIONSHER-GLASS FF is a glass fl ake reinforced amine epoxy coating formulated for immersion service or where steel or concrete protec-tion is desired, in a wide range of harsh industrial environments.• The use of pre-wetted glass fl ake allows for consistent mixing

and application• Re-inforced fi lm enhances performance and edge protection• Excellent immersion service performance• Corrosion, impact, abrasion resistant• Direct to metal application for tanks and structural steel• Up to 20.0 mils (500 microns) dry in a single coat

PRODUCT CHARACTERISTICSFinish: Semi-GlossColor: Red Oxide, Black, Haze Gray, White OAPVolume Solids: 76% ± 2% mixed, (calculated)Weight Solids: 87% ± 2% mixed, (calculated)Mix Ratio: 4:1 (2 components)VOC (EPA Method 24): Unreduced: <250 g/L; 2.08 lb/gal(mixed) 10% Reduced: <276 g/L; 2.30 lb/gal

Recommended Spreading Rate per coat:Minimum Maximum

Wet mils (microns) 10.0 (250) 26.0 (625)Dry mils (microns) 8.0 (200) 20.0 (500)~Coverage sq ft/gal (m2/L) 61 (1.5) 152 (3.7)Theoretical coverage sq ft/gal (m2/L) @ 1 mil / 25 microns dft 1216 (29.8)

NOTE: Brush or roll application may require multiple coats to achieve maximum fi lm thickness and uniformity of appearance.Drying Schedule @ 15.0 mils wet (375 microns):

With B62V525 @ 55°F/13°C @ 77°F/25°C @ 120°F/49°C50% RH

To touch: 7 hours 4 hours 80 minutesTo handle: 9 hours 4.5 hours 90 minutesTo recoat:

minimum: 48 hours 18 hours 4 hoursmaximum: 60 days 60 days 45 days

To cure: 14 days 7 days 3 daysHeat Cure: 8 hours @ ambient, then 16 hours @ 140°F (60°C)

If maximum recoat time is exceeded, abrade surface before recoating.Drying time is temperature, humidity, and fi lm thickness dependent.Pot Life: 4 hours 2 hours 30 minutesSweat-in-time: 30 minutes 15 minutes none

Drying Schedule @ 15.0 mils wet (375 microns):With B62V526* @ 40°F/4.5°C @ 77°F/25°C

50% RHTo touch: 24 hours 2 hoursTo handle: 48 hours 2.5 hoursTo recoat:

minimum: 48 hours 8 hoursmaximum: 30 days 14 days

To cure: 10 days 5 daysHeat Cure: 8 hours @ ambient, then 16 hours @ 140°F (60°C)

If maximum recoat time is exceeded, abrade surface before recoating.Drying time is temperature, humidity, and fi lm thickness dependent.Pot Life: 2 hours 30 minutesSweat-in-Time: 10 minutes none*Do not use Sher-Glass Low Temp Hardener above 80°F (27°C)

continued on back

PRODUCT CHARACTERISTICS (CONT'D)

Shelf Life: Part A: 24 monthsPart B: 36 months Store indoors at 40°F (4.5°C) to 100°F (38°C).

Flash Point: 80°F (27°C), PMCC, mixed Reducer/Clean Up: Xylene R2K4, or R7K100

RECOMMENDED USESFor use over prepared steel or concrete in the following environments:

• Petro-chemical and power plants• Immersion in fresh or salt water• Water and waste water facilities• Marine - ships, barges, and offshore structures• High humidity and moisture areas• Areas requiring good chemical resistance to splash, spillage,

and fumes• Acceptable for use in areas of high H2S• Acceptable for use with cathodic protection systems

PERFORMANCE CHARACTERISTICS

Substrate*: SteelSurface Preparation*: SSPC-SP10/NACE 2System Tested*:

1 ct. Sher-Glass FF @ 15.0 mils (375 microns) w/ Standard Hardener*unless otherwise noted below

Test Name Test Method Results

Adhesion ASTM D4541, Patti Tester 1100 psi

Corrosion Weathering Resistance

ASTM D5894, 12 cycles, 4032 hours

Rating 10 per ASTM D714 for Blistering; Rating 10 per ASTM D610 for Rusting

Direct Impact Resistance ASTM D2794 32 in. lbs.

Dry Heat ResistanceASTM D2485, Method A, Water Quench Test

400°F (204°C) (discolors)

Flexibility ASTM D522 6% elongation - Passes 3/4 inch mandrel

Moisture Condensation Resistance

ASTM D4585, 100°F (38°C), 4200 hours


Pencil Hardness ASTM D3363 3H

Salt Fog Resistance ASTM B117, 4200 hours


Epoxy coatings may darken or yellow following application and curing.

4.37



Protective &

MarineCoatings


SURFACE PREPARATION

Surface must be clean, dry, and in sound condition. Remove all oil, dust, grease, dirt, loose rust, and other foreign material to ensure adequate adhesion.Refer to product Application Bulletin for detailed surface preparation in-formation.Minimum recommended surface preparation:Iron & Steel: Atmospheric: SSPC-SP12NACE 5, WJ-4 (with existing profi le) or SSPC-SP3 or SSPC-SP2 Immersion: SSPC-SP10/NACE 2, 2-3 mil (50-75 micron)profi le or SSPC-SP12/NACE 5, WJ-2/SC-2 (with existing profi le)Concrete & Masonry: Atmospheric: SSPC-SP 13/NACE 6, or ICRI No. 310.2, CSP 1-3 Immersion: SSPC-SP 13/NACE 6, 6-4.3.1 or 4.3.2, or ICRI No. 310.2, CSP 1-3

Surface Preparation StandardsCondition of Surface

ISO 8501-1BS7079:A1

Swedish Std.SIS055900 SSPC NACE

White Metal Sa 3 Sa 3 SP 5 1Near White Metal Sa 2.5 Sa 2.5 SP 10 2Commercial Blast Sa 2 Sa 2 SP 6 3Brush-Off Blast Sa 1 Sa 1 SP 7 4Hand Tool Cleaning Rusted C St 2 C St 2 SP 2 -

Pitted & Rusted D St 2 D St 2 SP 2 -Power Tool Cleaning Rusted C St 3 C St 3 SP 3 -

Pitted & Rusted D St 3 D St 3 SP 3 -

TINTING

Do not tint.

APPLICATION CONDITIONSTemperature: Standard Hardener: Air & Material 55°F (13°C) minimum Surface 120°F (49°C) maximum

Low Temp Hardener: Air & Material 40°F (4.5°C) minimum Surface 120°F (49°C) maximum At least 5°F (2.8°C) above dew point. Relative humidity: 85% maximumRefer to product Application Bulletin for detailed application information.Do not use low temperature hardener above 80°F (27°C)

ORDERING INFORMATIONPackaging: 5 gallons (18.9L) mixed Part A: 4 gallons (15.1L) in a slack fi lled fi ve gallon container Part B: 1 gallon (3.78L)Weight: 11.54 ± 0.3 lb/gal ; 1.4 Kg/L (mixed)

SAFETY PRECAUTIONSRefer to the MSDS sheet before use.Published technical data and instructions are subject to change without notice. Contact your Sherwin-Williams representative for additional technical data and instructions.

WARRANTYThe Sherwin-Williams Company warrants our products to be free of manufactur-ing defects in accord with applicable Sherwin-Williams quality control procedures. Liability for products proven defective, if any, is limited to replacement of the defec-tive product or the refund of the purchase price paid for the defective product as determined by Sherwin-Williams. NO OTHER WARRANTY OR GUARANTEE OF ANY KIND IS MADE BY SHERWIN-WILLIAMS, EXPRESSED OR IMPLIED, STATUTORY, BY OPERATION OF LAW OR OTHERWISE, INCLUDING MER-CHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE.

PRODUCT INFORMATION

RECOMMENDED SYSTEMS Dry Film Thickness / ct. Mils (Microns)Immersion Service:

Steel:2 cts. Sher-Glass FF 8.0-20.0 (200-500)

Concrete (Smooth):1 ct Corobond 100 4.0-6.0 (100-150)2 cts. Sher-Glass FF 8.0-20.0 (200-500)

Concrete (Rough):1 ct. Steel -Seam FT910, as required to fi ll voids and provide a continuous substrate, up to 1".*

2 cts. Sher-Glass FF 8.0-20.0 (200-500)

Atmospheric Service:

Steel, Atmospheric service:1-2 cts. Sher-Glass FF 8.0-20.0 (200-500)

Steel, Urethane topcoat:1ct. Sher-Glass FF 8.0-20.0 (200-500)1 ct. Acrolon 218 HS Polyurethane 3.0-6.0 (75-150)

*Kem Cati-Coat Epoxy Filler/Sealer may also be acceptable.

The systems listed above are representative of the product's use, other systems may be appropriate.

DISCLAIMERThe information and recommendations set forth in this Product Data Sheet are based upon tests conducted by or on behalf of The Sherwin-Williams Company. Such information and recommendations set forth herein are subject to change and pertain to the product offered at the time of publication. Consult your Sherwin-Williams representative to obtain the most recent Product Data Information and Application Bulletin.

Revised 6/12



Protective &

MarineCoatings

4.37


SURFACE PREPARATIONS

Surface must be clean, dry, and in sound condition. Remove all oil, dust, grease, dirt, loose rust, and other foreign material to ensure adequate adhesion.

Iron & Steel (atmospheric service)Remove all oil and grease from surface by Solvent Cleaning per SSPC-SP1. Minimum surface preparation is Ultra High Pressure Water Jetting for Steel per SSPC-SP12/NACE 5, WJ-4 (with existing profi le) or SSPC-SP3 Power Tool Clean or SSPC-SP2 Hand Tool Clean. For better performance, use Commercial Blast Cleaning per SSPC-SP6/NACE 3. Blast clean all surfaces using a sharp, angular abrasive for optimum surface profi le (2 mils / 50 microns). Coat any bare steel the same day as it is cleaned or before fl ash rusting occurs.

Iron & Steel, Immersion Service:Remove all oil and grease from surface by Solvent Cleaning per SSPC-SP1. Minimum surface preparation is Near White Metal Blast Cleaning per SSPC-SP10 or SSPC-SP12/NACE 2. For SSPC-SP10, blast clean all surfaces using a sharp, angular abrasive for optimum surface profi le (2 mils / 50 microns). For SSPC-SP12/NACE 2, all surfaces to be coated shall be cleaned in accordance with WJ-2/SC-2 standards. Pre-existing profi le should be approxi-mately 2 mils (50 microns). Light rust bloom is allowed. Remove all weld spatter and round all sharp edges. Prime any bare steel the same day as it is cleaned.

Note: If blast cleaning with steel media is used, an appropriate amount of steel grit blast media may be incorporated into the work mix to render a dense, angular 2.0-3.0 mil (50-75 micron) surface profi le. This method may result in improved adhesion and performance.


ISO 8501-1BS7079:A1





APPLICATION BULLETIN


Low Temp Hardener: Air & Material 40°F (4.5°C) minimum Surface 120°F (49°C) maximumAt least 5°F (2.8°C) above dew point. Relative humidity: 85% maximum

Do not use low temperature hardener above 80°F (27°C)

APPLICATION EQUIPMENT

The following is a guide. Changes in pressures and tip sizes may be needed for proper spray characteristics. Always purge spray equipment before use with listed reducer. Any reduction must be compliant with existing VOC regulations and compatible with the existing environmental and application conditions.

Reducer/Clean UpReducer .............................. R2K4Use of any other solvent than xylene, R2K4 may affect the performance or compliance of this product for its intended service

Airless Spray Pump..............................45:1 minimum Pressure.........................3600 psi minimum Hose...............................3/8" ID Tip ..................................0.031" - 0.041" Filter ...............................none Reduction .......................as needed up to 10% by volume

Conventional Spray Gun ................................Binks 95 Fluid Nozzle ...................66 Air Nozzle.......................68 PB Atomization Pressure .....80 psi Fluid Pressure ................30 psi Reduction .......................as needed up to 10% by volume

Keep pressure pot at level of applicator to avoid blocking of fl uid line due to weight of material. Blow back coating in fl uid line at intermittent shutdowns, but continue agitationat pressure pot.

Brush Brush..............................Nylon/Polyester Natural Bristle Reduction .......................not recommended

Roller Cover .............................3/8"-1/2" woven with solvent resistant core Reduction .......................not recommended

If specifi c application equipment is not listed above, equivalent equipment may be substituted.

continued on back

4.37



Protective &

MarineCoatings



APPLICATION PROCEDURES

Surface preparation must be completed as indicated.

Mix contents of each component thoroughly with low speed power agitation. Make certain no pigment remains on the bottom of the can. Then combine 4 parts by volume of Part A with one part by volume of Part B. Thoroughly agitate the mixture with power agitation at slow speeds. Allow the material to sweat-in as indicated. Prior to use, pour through a 30-60-mesh screen and re-stir before using.

If reducer solvent is used, add only after components have been thoroughly mixed, after sweat-in.

Apply paint at the recommended fi lm thickness and spreading rate as indicated below:




With B62V525 @ 55°F/13°C @ 77°F/25°C @ 120°F/49°C50% RH










Application of coating above maximum or below minimum recommended spreading rate may adversely affect coating performance.

PERFORMANCE TIPSStripe coat all crevices, welds, and sharp angles to prevent early failure in these areas.

When using spray application, use a 50% overlap with each pass of the gun to avoid holidays, bare areas, and pinholes. If necessary, cross spray at a right angle.

Spreading rates are calculated on volume solids and do not include an application loss factor due to surface profi le, roughness or po-rosity of the surface, skill and technique of the applicator, method of application, various surface irregularities, material lost during mixing, spillage, overthinning, climatic conditions, and excessive fi lm build.

Excessive reduction of material can affect fi lm build, appearance and adhesion.

Excessive fi lm build, poor ventilation, and cool temperatures may cause solvent entrapment and premature coating failure.

For Immersion Service: (if required) Holiday test in accordance with ASTM D5162 for steel, or ASTM D4787 for concrete.

Do not mix previously catalyzed material with new.

Do not apply the material beyond recommended pot life.

Do not use the Low Temp Hardener above 80°F (27°C)

Refer to Product Information sheet for additional performance characteristics and properties.

CLEAN UP INSTRUCTIONSClean spills and spatters immediately with R2K4, or R7K100. Clean tools immediately after use with R2K4, or R7K100. Follow manu-facturer's safety recommendations when using any solvent.


SAFETY PRECAUTIONSRefer to the MSDS sheet before use.

Published technical data and instructions are subject to change without notice. Contact your Sherwin-Williams representative for additional technical data and instructions.

WARRANTYThe Sherwin-Williams Company warrants our products to be free of manufacturing defects in accord with applicable Sherwin-Williams quality control procedures. Liability for products proven defective, if any, is limited to replacement of the de-fective product or the refund of the purchase price paid for the defective product as determined by Sherwin-Williams. NO OTHER WARRANTY OR GUARANTEE OF ANY KIND IS MADE BY SHERWIN-WILLIAMS, EXPRESSED OR IMPLIED, STATUTORY, BY OPERATION OF LAW OR OTHERWISE, INCLUDING MER-CHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE.

of 4

HMIS CodesHealth 2*

Flammability 3Reactivity 0

DATE OF PREPARATIONJan 9, 2013

MATERIAL SAFETY DATA SHEET

B62W52504 00

SECTION 1 — PRODUCT AND COMPANY IDENTIFICATION

PRODUCT NUMBERB62W525

PRODUCT NAMESHER-GLASS™ Glass Flake Reinforced Epoxy (Part A), White

MANUFACTURER'S NAMETHE SHERWIN-WILLIAMS COMPANY101 Prospect Avenue N.W.Cleveland, OH 44115

Telephone Numbers and WebsitesProduct Information (800) 524-5979

www.sherwin-williams.comRegulatory Information (216) 566-2902

www.paintdocs.comMedical Emergency (216) 566-2917

Transportation Emergency* (800) 424-9300for Chemical Emergency ONLY (spill, leak, fire, exposure, or *

accident)

SECTION 2 — COMPOSITION/INFORMATION ON INGREDIENTS

% by Weight CAS Number Ingredient Units Vapor Pressure2 100-41-4 Ethylbenzene

ACGIH TLV 20 PPM 7.1 mmOSHA PEL 100 PPMOSHA PEL 125 PPM STEL

9 1330-20-7 XyleneACGIH TLV 100 PPM 5.9 mmACGIH TLV 150 PPM STELOSHA PEL 100 PPMOSHA PEL 150 PPM STEL

35 25068-38-6 Epoxy PolymerACGIH TLV Not AvailableOSHA PEL Not Available

4 13463-67-7 Titanium DioxideACGIH TLV 10 mg/m3 as DustOSHA PEL 10 mg/m3 Total DustOSHA PEL 5 mg/m3 Respirable Fraction

SECTION 3 — HAZARDS IDENTIFICATION

ROUTES OF EXPOSUREINHALATION of vapor or spray mist.EYE or SKIN contact with the product, vapor or spray mist.

EFFECTS OF OVEREXPOSUREEYES: Irritation.SKIN: Prolonged or repeated exposure may cause irritation.

INHALATION: Irritation of the upper respiratory system.

May cause nervous system depression. Extreme overexposure may result in unconsciousness and possibly death.Prolonged overexposure to hazardous ingredients in Section 2 may cause adverse chronic effects to the following organs or systems:

the liverthe urinary systemthe reproductive system

SIGNS AND SYMPTOMS OF OVEREXPOSUREHeadache, dizziness, nausea, and loss of coordination are indications of excessive exposure to vapors or spray mists.Redness and itching or burning sensation may indicate eye or excessive skin exposure.

B62W525

page 2 of 4

UEL7.0

LEL1.0

FLASH POINT83 °F PMCC

MEDICAL CONDITIONS AGGRAVATED BY EXPOSUREMay cause allergic skin reaction in susceptible persons or skin sensitization.

CANCER INFORMATIONFor complete discussion of toxicology data refer to Section 11.

SECTION 4 — FIRST AID MEASURES

EYES: Flush eyes with large amounts of water for 15 minutes. Get medical attention.SKIN: Wash affected area thoroughly with soap and water.

If irritation persists or occurs later, get medical attention.Remove contaminated clothing and launder before re-use.

INHALATION: If affected, remove from exposure. Restore breathing. Keep warm and quiet.INGESTION: Do not induce vomiting. Get medical attention immediately.

SECTION 5 — FIRE FIGHTING MEASURES

FLAMMABILITY CLASSIFICATIONRED LABEL -- Flammable, Flash below 100 °F (38 °C)

EXTINGUISHING MEDIACarbon Dioxide, Dry Chemical, Foam

UNUSUAL FIRE AND EXPLOSION HAZARDSClosed containers may explode when exposed to extreme heat.Application to hot surfaces requires special precautions.During emergency conditions overexposure to decomposition products may cause a health hazard. Symptoms may not be immediately

apparent. Obtain medical attention.SPECIAL FIRE FIGHTING PROCEDURES

Full protective equipment including self-contained breathing apparatus should be used.Water spray may be ineffective. If water is used, fog nozzles are preferable. Water may be used to cool closed containers to prevent pressure

build-up and possible autoignition or explosion when exposed to extreme heat.

SECTION 6 — ACCIDENTAL RELEASE MEASURES

STEPS TO BE TAKEN IN CASE MATERIAL IS RELEASED OR SPILLEDRemove all sources of ignition. Ventilate the area.Remove with inert absorbent.

SECTION 7 — HANDLING AND STORAGE

STORAGE CATEGORYDOL Storage Class IC

PRECAUTIONS TO BE TAKEN IN HANDLING AND STORAGEContents are FLAMMABLE. Keep away from heat, sparks, and open flame.During use and until all vapors are gone: Keep area ventilated - Do not smoke - Extinguish all flames, pilot lights, and heaters - Turn off

stoves, electric tools and appliances, and any other sources of ignition.Consult NFPA Code. Use approved Bonding and Grounding procedures.Keep container closed when not in use. Transfer only to approved containers with complete and appropriate labeling. Do not take internally.

Keep out of the reach of children.

SECTION 8 — EXPOSURE CONTROLS/PERSONAL PROTECTION

PRECAUTIONS TO BE TAKEN IN USEUse only with adequate ventilation.Avoid contact with skin and eyes. Avoid breathing vapor and spray mist.Wash hands after using.This coating may contain materials classified as nuisance particulates (listed "as Dust" in Section 2) which may be present at hazardous

levels only during sanding or abrading of the dried film. If no specific dusts are listed in Section 2, the applicable limits for nuisance dusts are ACGIH TLV 10 mg/m3 (total dust), 3 mg/m3 (respirable fraction), OSHA PEL 15 mg/m3 (total dust), 5 mg/m3 (respirable fraction).

VENTILATIONLocal exhaust preferable. General exhaust acceptable if the exposure to materials in Section 2 is maintained below applicable exposure

limits. Refer to OSHA Standards 1910.94, 1910.107, 1910.108.RESPIRATORY PROTECTION

If personal exposure cannot be controlled below applicable limits by ventilation, wear a properly fitted organic vapor/particulate respirator approved by NIOSH/MSHA for protection against materials in Section 2.

When sanding or abrading the dried film, wear a dust/mist respirator approved by NIOSH/MSHA for dust which may be generated from this product, underlying paint, or the abrasive.

PROTECTIVE GLOVESWear gloves which are recommended by glove supplier for protection against materials in Section 2.

B62W525

page 3 of 4

EYE PROTECTIONWear safety spectacles with unperforated sideshields.

OTHER PROTECTIVE EQUIPMENTUse of barrier cream on exposed skin is recommended.

OTHER PRECAUTIONSThis product must be mixed with other components before use. Before opening the packages, READ AND FOLLOW WARNING LABELS ON

ALL COMPONENTS.Intentional misuse by deliberately concentrating and inhaling the contents can be harmful or fatal.

SECTION 9 — PHYSICAL AND CHEMICAL PROPERTIES

PRODUCT WEIGHT 12.51 lb/gal 1499 g/lSPECIFIC GRAVITY 1.51

BOILING POINT 277 - 292 °F 136 - 144 °CMELTING POINT Not Available

VOLATILE VOLUME 20%EVAPORATION RATE Slower than

etherVAPOR DENSITY Heavier than air

SOLUBILITY IN WATER Not AvailableVOLATILE ORGANIC COMPOUNDS (VOC Theoretical - As Packaged)

1.46 lb/gal 176 g/l Less Water and Federally Exempt Solvents1.46 lb/gal 176 g/l Emitted VOC

SECTION 10 — STABILITY AND REACTIVITY

STABILITY — StableCONDITIONS TO AVOID

None known.INCOMPATIBILITY

None known.HAZARDOUS DECOMPOSITION PRODUCTS

By fire: Carbon Dioxide, Carbon MonoxideHAZARDOUS POLYMERIZATION

Will not occur

SECTION 11 — TOXICOLOGICAL INFORMATION

CHRONIC HEALTH HAZARDSReports have associated repeated and prolonged overexposure to solvents with permanent brain and nervous system damage.Ethylbenzene is classified by IARC as possibly carcinogenic to humans (2B) based on inadequate evidence in humans and sufficient

evidence in laboratory animals. Lifetime inhalation exposure of rats and mice to high ethylbenzene concentrations resulted in increases in certain types of cancer, including kidney tumors in rats and lung and liver tumors in mice. These effects were not observed in animals exposed to lower concentrations. There is no evidence that ethylbenzene causes cancer in humans.

IARC's Monograph No. 93 reports there is sufficient evidence of carcinogenicity in experimental rats exposed to titanium dioxide but inadequate evidence for carcinogenicity in humans and has assigned a Group 2B rating. In addition, the IARC summary concludes, "No significant exposure to titanium dioxide is thought to occur during the use of products in which titanium is bound to other materials, such as paint."

TOXICOLOGY DATACAS No. Ingredient Name100-41-4 Ethylbenzene

LC50 RAT 4HR Not AvailableLD50 RAT 3500 mg/kg

1330-20-7 XyleneLC50 RAT 4HR 5000 ppmLD50 RAT 4300 mg/kg

25068-38-6 Epoxy PolymerLC50 RAT 4HR Not AvailableLD50 RAT Not Available

13463-67-7 Titanium DioxideLC50 RAT 4HR Not AvailableLD50 RAT Not Available

SECTION 12 — ECOLOGICAL INFORMATION

ECOTOXICOLOGICAL INFORMATIONNo data available.

B62W525

page 4 of 4

SECTION 13 — DISPOSAL CONSIDERATIONS

WASTE DISPOSAL METHODWaste from this product may be hazardous as defined under the Resource Conservation and Recovery Act (RCRA) 40 CFR 261.Waste must be tested for ignitability to determine the applicable EPA hazardous waste numbers.Incinerate in approved facility. Do not incinerate closed container. Dispose of in accordance with Federal, State/Provincial, and Local

regulations regarding pollution.

SECTION 14 — TRANSPORT INFORMATION

Multi-modal shipping descriptions are provided for informational purposes and do not consider container sizes. The presence of a shipping description for a particular mode of transport (ocean, air, etc.), does not indicate that the product is packaged suitably for that mode of transport. All packaging must be reviewed for suitability prior to shipment, and compliance with the applicable regulations is the sole responsibility of the person offering the product for transport.

US Ground (DOT)5 Liters (1.3 Gallons) and Less may be Classed as LTD. QTY. OR ORM-DLarger Containers are Regulated as:UN1263, PAINT, 3, PG III, (ERG#128)

DOT (Dept of Transportation) Hazardous Substances & Reportable QuantitiesXylenes (isomers and mixture) 100 lb RQ

Bulk Containers may be Shipped as (check reportable quantities):RQ, UN1263, PAINT, 3, PG III, (XYLENES (ISOMERS AND MIXTURE)),(ERG#128)

Canada (TDG)UN1263, PAINT, CLASS 3, PG III, LIMITED QUANTITY, (ERG#128)

IMO5 Liters (1.3 Gallons) and Less may be Shipped as Limited Quantity.UN1263, PAINT, CLASS 3, PG III, (28 C c.c.), EmS F-E, , ADR (D/E)S-E

IATA/ICAOUN1263, PAINT, 3, PG III

SECTION 15 — REGULATORY INFORMATION

SARA 313 SUPPLIER NOTIFICATION(40 CFR 372.65C)CAS No. CHEMICAL/COMPOUND % by WT % Element100-41-4 Ethylbenzene 21330-20-7 Xylene 9CALIFORNIA PROPOSITION 65

WARNING: This product contains chemicals known to the State of California to cause cancer and birth defects or other reproductive harm.TSCA CERTIFICATION

All chemicals in this product are listed, or are exempt from listing, on the TSCA Inventory.

SECTION 16 — OTHER INFORMATION

This product has been classified in accordance with the hazard criteria of the Canadian Controlled Products Regulations (CPR) and the MSDS contains all of the information required by the CPR.

The above information pertains to this product as currently formulated, and is based on the information available at this time. Addition of reducers or other additives to this product may substantially alter the composition and hazards of the product. Since conditions of use are outside our control, we make no warranties, express or implied, and assume no liability in connection with any use of this information.

Revised 6/12



Protective &

MarineCoatings

4.37


PRODUCT DESCRIPTIONSHER-GLASS FF is a glass fl ake reinforced amine epoxy coating formulated for immersion service or where steel or concrete protec-tion is desired, in a wide range of harsh industrial environments.• The use of pre-wetted glass fl ake allows for consistent mixing

and application• Re-inforced fi lm enhances performance and edge protection• Excellent immersion service performance• Corrosion, impact, abrasion resistant• Direct to metal application for tanks and structural steel• Up to 20.0 mils (500 microns) dry in a single coat

PRODUCT CHARACTERISTICSFinish: Semi-GlossColor: Red Oxide, Black, Haze Gray, White OAPVolume Solids: 76% ± 2% mixed, (calculated)Weight Solids: 87% ± 2% mixed, (calculated)Mix Ratio: 4:1 (2 components)VOC (EPA Method 24): Unreduced: <250 g/L; 2.08 lb/gal(mixed) 10% Reduced: <276 g/L; 2.30 lb/gal




With B62V525 @ 55°F/13°C @ 77°F/25°C @ 120°F/49°C50% RH










continued on back

PRODUCT CHARACTERISTICS (CONT'D)

Shelf Life: Part A: 24 monthsPart B: 36 months Store indoors at 40°F (4.5°C) to 100°F (38°C).

Flash Point: 80°F (27°C), PMCC, mixed Reducer/Clean Up: Xylene R2K4, or R7K100

RECOMMENDED USESFor use over prepared steel or concrete in the following environments:

• Petro-chemical and power plants• Immersion in fresh or salt water• Water and waste water facilities• Marine - ships, barges, and offshore structures• High humidity and moisture areas• Areas requiring good chemical resistance to splash, spillage,

and fumes• Acceptable for use in areas of high H2S• Acceptable for use with cathodic protection systems


Substrate*: SteelSurface Preparation*: SSPC-SP10/NACE 2System Tested*:

1 ct. Sher-Glass FF @ 15.0 mils (375 microns) w/ Standard Hardener*unless otherwise noted below

Test Name Test Method Results

Adhesion ASTM D4541, Patti Tester 1100 psi

Corrosion Weathering Resistance

ASTM D5894, 12 cycles, 4032 hours


Direct Impact Resistance ASTM D2794 32 in. lbs.

Dry Heat ResistanceASTM D2485, Method A, Water Quench Test

400°F (204°C) (discolors)

Flexibility ASTM D522 6% elongation - Passes 3/4 inch mandrel

Moisture Condensation Resistance

ASTM D4585, 100°F (38°C), 4200 hours


Pencil Hardness ASTM D3363 3H

Salt Fog Resistance ASTM B117, 4200 hours


Epoxy coatings may darken or yellow following application and curing.

joel

Highlight

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4.37



Protective &

MarineCoatings


SURFACE PREPARATION

Surface must be clean, dry, and in sound condition. Remove all oil, dust, grease, dirt, loose rust, and other foreign material to ensure adequate adhesion.Refer to product Application Bulletin for detailed surface preparation in-formation.Minimum recommended surface preparation:Iron & Steel: Atmospheric: SSPC-SP12NACE 5, WJ-4 (with existing profi le) or SSPC-SP3 or SSPC-SP2 Immersion: SSPC-SP10/NACE 2, 2-3 mil (50-75 micron)profi le or SSPC-SP12/NACE 5, WJ-2/SC-2 (with existing profi le)Concrete & Masonry: Atmospheric: SSPC-SP 13/NACE 6, or ICRI No. 310.2, CSP 1-3 Immersion: SSPC-SP 13/NACE 6, 6-4.3.1 or 4.3.2, or ICRI No. 310.2, CSP 1-3


ISO 8501-1BS7079:A1





TINTING

Do not tint.


Low Temp Hardener: Air & Material 40°F (4.5°C) minimum Surface 120°F (49°C) maximum At least 5°F (2.8°C) above dew point. Relative humidity: 85% maximumRefer to product Application Bulletin for detailed application information.Do not use low temperature hardener above 80°F (27°C)

ORDERING INFORMATIONPackaging: 5 gallons (18.9L) mixed Part A: 4 gallons (15.1L) in a slack fi lled fi ve gallon container Part B: 1 gallon (3.78L)Weight: 11.54 ± 0.3 lb/gal ; 1.4 Kg/L (mixed)

SAFETY PRECAUTIONSRefer to the MSDS sheet before use.Published technical data and instructions are subject to change without notice. Contact your Sherwin-Williams representative for additional technical data and instructions.


PRODUCT INFORMATION

RECOMMENDED SYSTEMS Dry Film Thickness / ct. Mils (Microns)Immersion Service:

Steel:2 cts. Sher-Glass FF 8.0-20.0 (200-500)

Concrete (Smooth):1 ct Corobond 100 4.0-6.0 (100-150)2 cts. Sher-Glass FF 8.0-20.0 (200-500)

Concrete (Rough):1 ct. Steel -Seam FT910, as required to fi ll voids and provide a continuous substrate, up to 1".*

2 cts. Sher-Glass FF 8.0-20.0 (200-500)

Atmospheric Service:

Steel, Atmospheric service:1-2 cts. Sher-Glass FF 8.0-20.0 (200-500)

Steel, Urethane topcoat:1ct. Sher-Glass FF 8.0-20.0 (200-500)1 ct. Acrolon 218 HS Polyurethane 3.0-6.0 (75-150)

*Kem Cati-Coat Epoxy Filler/Sealer may also be acceptable.



Revised 6/12



Protective &

MarineCoatings

4.37




Iron & Steel (atmospheric service)Remove all oil and grease from surface by Solvent Cleaning per SSPC-SP1. Minimum surface preparation is Ultra High Pressure Water Jetting for Steel per SSPC-SP12/NACE 5, WJ-4 (with existing profi le) or SSPC-SP3 Power Tool Clean or SSPC-SP2 Hand Tool Clean. For better performance, use Commercial Blast Cleaning per SSPC-SP6/NACE 3. Blast clean all surfaces using a sharp, angular abrasive for optimum surface profi le (2 mils / 50 microns). Coat any bare steel the same day as it is cleaned or before fl ash rusting occurs.

Iron & Steel, Immersion Service:Remove all oil and grease from surface by Solvent Cleaning per SSPC-SP1. Minimum surface preparation is Near White Metal Blast Cleaning per SSPC-SP10 or SSPC-SP12/NACE 2. For SSPC-SP10, blast clean all surfaces using a sharp, angular abrasive for optimum surface profi le (2 mils / 50 microns). For SSPC-SP12/NACE 2, all surfaces to be coated shall be cleaned in accordance with WJ-2/SC-2 standards. Pre-existing profi le should be approxi-mately 2 mils (50 microns). Light rust bloom is allowed. Remove all weld spatter and round all sharp edges. Prime any bare steel the same day as it is cleaned.

Note: If blast cleaning with steel media is used, an appropriate amount of steel grit blast media may be incorporated into the work mix to render a dense, angular 2.0-3.0 mil (50-75 micron) surface profi le. This method may result in improved adhesion and performance.


ISO 8501-1BS7079:A1







Low Temp Hardener: Air & Material 40°F (4.5°C) minimum Surface 120°F (49°C) maximumAt least 5°F (2.8°C) above dew point. Relative humidity: 85% maximum

Do not use low temperature hardener above 80°F (27°C)



Reducer/Clean UpReducer .............................. R2K4Use of any other solvent than xylene, R2K4 may affect the performance or compliance of this product for its intended service

Airless Spray Pump..............................45:1 minimum Pressure.........................3600 psi minimum Hose...............................3/8" ID Tip ..................................0.031" - 0.041" Filter ...............................none Reduction .......................as needed up to 10% by volume

Conventional Spray Gun ................................Binks 95 Fluid Nozzle ...................66 Air Nozzle.......................68 PB Atomization Pressure .....80 psi Fluid Pressure ................30 psi Reduction .......................as needed up to 10% by volume

Keep pressure pot at level of applicator to avoid blocking of fl uid line due to weight of material. Blow back coating in fl uid line at intermittent shutdowns, but continue agitationat pressure pot.

Brush Brush..............................Nylon/Polyester Natural Bristle Reduction .......................not recommended

Roller Cover .............................3/8"-1/2" woven with solvent resistant core Reduction .......................not recommended


continued on back

4.37



Protective &

MarineCoatings





Mix contents of each component thoroughly with low speed power agitation. Make certain no pigment remains on the bottom of the can. Then combine 4 parts by volume of Part A with one part by volume of Part B. Thoroughly agitate the mixture with power agitation at slow speeds. Allow the material to sweat-in as indicated. Prior to use, pour through a 30-60-mesh screen and re-stir before using.

If reducer solvent is used, add only after components have been thoroughly mixed, after sweat-in.





With B62V525 @ 55°F/13°C @ 77°F/25°C @ 120°F/49°C50% RH











PERFORMANCE TIPSStripe coat all crevices, welds, and sharp angles to prevent early failure in these areas.

When using spray application, use a 50% overlap with each pass of the gun to avoid holidays, bare areas, and pinholes. If necessary, cross spray at a right angle.

Spreading rates are calculated on volume solids and do not include an application loss factor due to surface profi le, roughness or po-rosity of the surface, skill and technique of the applicator, method of application, various surface irregularities, material lost during mixing, spillage, overthinning, climatic conditions, and excessive fi lm build.

Excessive reduction of material can affect fi lm build, appearance and adhesion.

Excessive fi lm build, poor ventilation, and cool temperatures may cause solvent entrapment and premature coating failure.

For Immersion Service: (if required) Holiday test in accordance with ASTM D5162 for steel, or ASTM D4787 for concrete.



Do not use the Low Temp Hardener above 80°F (27°C)


CLEAN UP INSTRUCTIONSClean spills and spatters immediately with R2K4, or R7K100. Clean tools immediately after use with R2K4, or R7K100. Follow manu-facturer's safety recommendations when using any solvent.





of 4

HMIS CodesHealth 2*


DATE OF PREPARATIONJan 9, 2013


B62W52504 00



PRODUCT NAMESHER-GLASS™ Glass Flake Reinforced Epoxy (Part A), White


Telephone Numbers and WebsitesProduct Information (800) 524-5979

www.sherwin-williams.comRegulatory Information (216) 566-2902

www.paintdocs.comMedical Emergency (216) 566-2917

Transportation Emergency* (800) 424-9300for Chemical Emergency ONLY (spill, leak, fire, exposure, or *

accident)


% by Weight CAS Number Ingredient Units Vapor Pressure2 100-41-4 Ethylbenzene

ACGIH TLV 20 PPM 7.1 mmOSHA PEL 100 PPMOSHA PEL 125 PPM STEL

9 1330-20-7 XyleneACGIH TLV 100 PPM 5.9 mmACGIH TLV 150 PPM STELOSHA PEL 100 PPMOSHA PEL 150 PPM STEL





EFFECTS OF OVEREXPOSUREEYES: Irritation.SKIN: Prolonged or repeated exposure may cause irritation.


May cause nervous system depression. Extreme overexposure may result in unconsciousness and possibly death.Prolonged overexposure to hazardous ingredients in Section 2 may cause adverse chronic effects to the following organs or systems:

the liverthe urinary systemthe reproductive system

SIGNS AND SYMPTOMS OF OVEREXPOSUREHeadache, dizziness, nausea, and loss of coordination are indications of excessive exposure to vapors or spray mists.Redness and itching or burning sensation may indicate eye or excessive skin exposure.

B62W525

page 2 of 4

UEL7.0

LEL1.0

FLASH POINT83 °F PMCC




EYES: Flush eyes with large amounts of water for 15 minutes. Get medical attention.SKIN: Wash affected area thoroughly with soap and water.




FLAMMABILITY CLASSIFICATIONRED LABEL -- Flammable, Flash below 100 °F (38 °C)


UNUSUAL FIRE AND EXPLOSION HAZARDSClosed containers may explode when exposed to extreme heat.Application to hot surfaces requires special precautions.During emergency conditions overexposure to decomposition products may cause a health hazard. Symptoms may not be immediately







STORAGE CATEGORYDOL Storage Class IC

PRECAUTIONS TO BE TAKEN IN HANDLING AND STORAGEContents are FLAMMABLE. Keep away from heat, sparks, and open flame.During use and until all vapors are gone: Keep area ventilated - Do not smoke - Extinguish all flames, pilot lights, and heaters - Turn off

stoves, electric tools and appliances, and any other sources of ignition.Consult NFPA Code. Use approved Bonding and Grounding procedures.Keep container closed when not in use. Transfer only to approved containers with complete and appropriate labeling. Do not take internally.



PRECAUTIONS TO BE TAKEN IN USEUse only with adequate ventilation.Avoid contact with skin and eyes. Avoid breathing vapor and spray mist.Wash hands after using.This coating may contain materials classified as nuisance particulates (listed "as Dust" in Section 2) which may be present at hazardous

levels only during sanding or abrading of the dried film. If no specific dusts are listed in Section 2, the applicable limits for nuisance dusts are ACGIH TLV 10 mg/m3 (total dust), 3 mg/m3 (respirable fraction), OSHA PEL 15 mg/m3 (total dust), 5 mg/m3 (respirable fraction).

VENTILATIONLocal exhaust preferable. General exhaust acceptable if the exposure to materials in Section 2 is maintained below applicable exposure

limits. Refer to OSHA Standards 1910.94, 1910.107, 1910.108.RESPIRATORY PROTECTION

If personal exposure cannot be controlled below applicable limits by ventilation, wear a properly fitted organic vapor/particulate respirator approved by NIOSH/MSHA for protection against materials in Section 2.

When sanding or abrading the dried film, wear a dust/mist respirator approved by NIOSH/MSHA for dust which may be generated from this product, underlying paint, or the abrasive.

PROTECTIVE GLOVESWear gloves which are recommended by glove supplier for protection against materials in Section 2.

B62W525

page 3 of 4

EYE PROTECTIONWear safety spectacles with unperforated sideshields.

OTHER PROTECTIVE EQUIPMENTUse of barrier cream on exposed skin is recommended.


ALL COMPONENTS.Intentional misuse by deliberately concentrating and inhaling the contents can be harmful or fatal.




VOLATILE VOLUME 20%EVAPORATION RATE Slower than

etherVAPOR DENSITY Heavier than air

SOLUBILITY IN WATER Not AvailableVOLATILE ORGANIC COMPOUNDS (VOC Theoretical - As Packaged)

1.46 lb/gal 176 g/l Less Water and Federally Exempt Solvents1.46 lb/gal 176 g/l Emitted VOC






Will not occur


CHRONIC HEALTH HAZARDSReports have associated repeated and prolonged overexposure to solvents with permanent brain and nervous system damage.Ethylbenzene is classified by IARC as possibly carcinogenic to humans (2B) based on inadequate evidence in humans and sufficient

evidence in laboratory animals. Lifetime inhalation exposure of rats and mice to high ethylbenzene concentrations resulted in increases in certain types of cancer, including kidney tumors in rats and lung and liver tumors in mice. These effects were not observed in animals exposed to lower concentrations. There is no evidence that ethylbenzene causes cancer in humans.

IARC's Monograph No. 93 reports there is sufficient evidence of carcinogenicity in experimental rats exposed to titanium dioxide but inadequate evidence for carcinogenicity in humans and has assigned a Group 2B rating. In addition, the IARC summary concludes, "No significant exposure to titanium dioxide is thought to occur during the use of products in which titanium is bound to other materials, such as paint."

TOXICOLOGY DATACAS No. Ingredient Name100-41-4 Ethylbenzene

LC50 RAT 4HR Not AvailableLD50 RAT 3500 mg/kg

1330-20-7 XyleneLC50 RAT 4HR 5000 ppmLD50 RAT 4300 mg/kg





B62W525

page 4 of 4


WASTE DISPOSAL METHODWaste from this product may be hazardous as defined under the Resource Conservation and Recovery Act (RCRA) 40 CFR 261.Waste must be tested for ignitability to determine the applicable EPA hazardous waste numbers.Incinerate in approved facility. Do not incinerate closed container. Dispose of in accordance with Federal, State/Provincial, and Local



Multi-modal shipping descriptions are provided for informational purposes and do not consider container sizes. The presence of a shipping description for a particular mode of transport (ocean, air, etc.), does not indicate that the product is packaged suitably for that mode of transport. All packaging must be reviewed for suitability prior to shipment, and compliance with the applicable regulations is the sole responsibility of the person offering the product for transport.

US Ground (DOT)5 Liters (1.3 Gallons) and Less may be Classed as LTD. QTY. OR ORM-DLarger Containers are Regulated as:UN1263, PAINT, 3, PG III, (ERG#128)

DOT (Dept of Transportation) Hazardous Substances & Reportable QuantitiesXylenes (isomers and mixture) 100 lb RQ

Bulk Containers may be Shipped as (check reportable quantities):RQ, UN1263, PAINT, 3, PG III, (XYLENES (ISOMERS AND MIXTURE)),(ERG#128)

Canada (TDG)UN1263, PAINT, CLASS 3, PG III, LIMITED QUANTITY, (ERG#128)

IMO5 Liters (1.3 Gallons) and Less may be Shipped as Limited Quantity.UN1263, PAINT, CLASS 3, PG III, (28 C c.c.), EmS F-E, , ADR (D/E)S-E

IATA/ICAOUN1263, PAINT, 3, PG III


SARA 313 SUPPLIER NOTIFICATION(40 CFR 372.65C)CAS No. CHEMICAL/COMPOUND % by WT % Element100-41-4 Ethylbenzene 21330-20-7 Xylene 9CALIFORNIA PROPOSITION 65




This product has been classified in accordance with the hazard criteria of the Canadian Controlled Products Regulations (CPR) and the MSDS contains all of the information required by the CPR.

The above information pertains to this product as currently formulated, and is based on the information available at this time. Addition of reducers or other additives to this product may substantially alter the composition and hazards of the product. Since conditions of use are outside our control, we make no warranties, express or implied, and assume no liability in connection with any use of this information.

SSPC-TU 11October 1, 2006

1

SSPC: The Society for Protective Coatings

TECHNOLOGY UPDATE NO. 11Inspection of Fluorescent Coating Systems

1. Scope

Tank linings, when properly selected and applied, will protect the underlying substrate from corrosion and deteriora-tion. Confirming that the coating has been applied correctly can require an extensive and lengthy inspection process. The use of a fluorescent prime coat of the coating system permits faster identification of holidays and areas with low film thick-ness. This technology update discusses the technique and the equipment required to inspect a tank lining coating system that incorporates fluorescent properties.

2. Description

This technology update discusses the uses of fluorescent coatings to assist inspection with the use of ultraviolet light. This technique assists in quickly identifying holidays and areas with low film thickness, and can be used in both primer and finish coats. It may also enable the inspector to detect incomplete removal of coatings. General information on ultraviolet lamps and safety precautions for their use is also provided.

3. Background on the Available Technology

3.1 For many years, the marine industry has been trying to extend the life of vessel tanks. The failure of the coating system and subsequent failure of the underlying structure is a leading cause of ships being taken out of service. In the most extreme cases, failure of ballast tanks has caused vessels to break apart in high seas with loss of life. Luminescent coat-ings were originally developed for use in ballast tanks in large ocean-going vessels to assist in the inspection of applied coatings for holidays both during and after application. The proper use of this technology will give the ship owner further assurances that the coating system has been applied correctly and will provide the expected service life.

The United States Navy has taken a leading part in the advancement of this technology by including ultraviolet fluores-cence as a requirement in the prime coat of Type VII (solvent free) tank linings meeting MIL-PRF-23236C.1

This same technology can be used in many other tank types and enclosed spaces that are difficult to inspect. Virtually any coating can be made to fluoresce. Fluorescent pigment or Optically Active Additive (OAA) may be added to an existing coating formulation during the coating’s manufacturing process, similar to the process of adding a color pigment. In small

amounts, these additives normally will not have any detrimental effect on the coating. However, coating manufacturers should confirm that this is accurate before using fluorescent pigments in their products designed for use as tank linings.

3.2 Ultraviolet (UV) radiation is a part of the electromagnetic radiation spectrum just outside the visible range and adjacent to the violet color of the visible spectrum. The visible spectrum is generally considered to be between 400 nanometers (nm) and 760 nm. The UV-A range (used for fluorescent coating inspection) is between 320 nm and 400 nm. The UV-B range is between 280 nm and 320 nm. The UV-C range is between 180 nm and 280 nm.

3.3 The intensity and color of fluorescence is related to the type and concentration of the fluorescent and other pigments used in the coating; the power and wavelength of the inspection lamp; and the standoff distance. Under a UV-A lamp, pinhole defects can be visible at a distance of about 3 meters (10 ft), depending on ambient lighting conditions. Tanks do not have to be blacked out to perform the inspection. The visual effect can be captured clearly on camera.

3.4 The addition of fluorescent pigments to a coating has no effect on the application method typically used for applying that coating. However, the applicator’s progress and application technique can be monitored by using a suitable UV-A lamp.

4. Inspection Lamp Requirements

4.1 The type of lamp used for inspection is based on several factors: required wavelength, size of the structure or tank, and possible requirements for mercury-free or explo-sion-proof lighting. Note that bulb-based lamps may contain mercury in both the bulb and the lamp ballast. Areas with small or complex configurations may require use of a smaller lamp. A UV-A lamp with a 35-watt gas-discharge bulb and a reflector that creates a light cone with a 3-degree spread can throw a beam over 10 meters (33 ft). A light emitting diode (LED) flashlight with five LEDs may only be useful for a 10-cm (4-inch) standoff distance.

For LED flashlights, the wavelength used will depend on the specific fluorescent additive. The coating manufacturer should be consulted to determine the optimum wavelength for the additive. Typical wavelengths will range from 370 nm to 410 nm.

1 US Department of Defense Single Stock Point (DODSSP) for military standards may be accessed online at http://dodssp.daps.dla.mil.


2

2 ASTM International, 100 Barr Harbor Drive, West Conshohocken, PA 19428-2959. Standards are available online from http://www.astm.org.3 American Conference of Governmental Industrial Hygienists, 1330 Kemper Meadow Drive, Cincinnati, Ohio 45240, 513-742-2020. http://www.acgih.org.4 International Electrotechnical Commission, 3, rue de Varembé, P.O. Box 131, CH -1211 Geneva 20 Switzerland. Standards are available-

online from http://webstore.iec.ch.

5. Training Requirements

A coating inspector with previous training and experience in tank lining inspection can use this technology with little additional training. The inspector should follow the instruc-tions supplied with the lamp, especially recommended safety practices. UV-A lamps may require the use of UV-A blocking eyeglasses.

Before inspecting fluorescing coatings for the first time, the inspector and the coating supplier’s representative should examine sample panels under the lamp that will be used to perform the inspection to learn to recognize film defects. The coating supplier should have several panels prepared showing the following:

Prime coat on a flat panel with pin holesPrime coat and finish coat on a flat panel with pin holes in the finish coatPrime coat on a weld seam, with cracks in the coatingPrime and finish on a weld seam, with cracks in the coatingPrime and stripe coat on an angle

6. PPE Requirements

6.1 Eye Protection: UV radiation is that radiation just outside the visible range, or under 400 nanometers (nm). There are three ranges of UV (see Table 1).

The UV-A lamps used in fluorescent inspection contain a significant amount of invisible light that can potentially cause eye and skin damage. UV blocking glasses should be worn when using UV-A lamps. The beam from the UV-A lamp should never be directed into the eyes, and directing it onto skin should also be avoided. The lamp manufacturer’s written safety instructions should be strictly followed.

The ASTM standard E 2297-04 “Standard Guide for Use of UV-A and Visible Light Sources and Meters used in the Liquid Penetrant and Magnetic Particle Methods” 2 is a resource for Personal Protective Equipment (PPE) for UV-A lamps. For guidance in specific situations for specific sources, ACGIH3

••

•

•

•

publishes Threshold Limit Values (TLVs®) for exposure to UV light that can be used to evaluate work exposure and PPE.

Some LED light manufacturers include an IEC 60825-14 classification statement on the product or in the product technical data sheets. This standard classifies the eye safety of an LED device based on its wavelength and power. The statements provide guidance on what kind of eye protection is required when using the light. A Class 1 LED device is considered “safe under reasonably foreseeable conditions of operation” in this standard.

At the time of this writing there is no OSHA-mandated UV exposure limit in the workplace. This information may be found at the OSHA web address: http://www.osha.gov/pls/oshaweb/owadisp.show_document?p_table=INTERPRETATIONS&p_id=24755

6.2 Skin Protection: Limited exposure to UV-A radiation can cause redness (erythema) on normal skin. Such redness is temporary and normally will not produce blistering, or tanning, as only a small amount of radiation penetrates the deepest (malpighian)skin layer.

However, UV exposure is not immediately felt. The user may not realize a hazard until after the damage is done. It is best to wear gloves and a UV resistant face shield during long term inspection processes.

7. Post-Application Inspection

7.1 First Coat Inspection: Upon entry into the tank, the inspector should select an area to start a methodical inspection. The UV-A lamp is used to initially examine the area.

i. Black or dark spots seen under the beam of the lamp indicate holidays or undercoated areas.

ii. Areas of brighter than normal luminosity tend to indicate higher film thickness.

iii. Areas where the luminous additive is glowing white tend to show areas of paint detachment from the surface or hot-work damage.

iv. Organic dust and grit will show speckled bright spots under the light. Organic dust particles can come from rags, clothing, and protective fabric booties.

Figure 1. Wavelength Chart. Wavelength (in nanometers) illustrating UV-A range used in fluorescent coating inspection.

400 500 600 70030032

0

760

400

435

500

520

565

590

625

UV

-A

Vio

let

Blu

e

Cya

n

Gre

en

Yello

w

Ora

ng

e

Red

Wavelength in nanometers


3

v. Some manufacturers have formulated fluorescent primers that give a uniform increase in fluorescence until a target film build is attained. For these primers, the DFT should be checked in the standard manner in an area of uniform brightness. If the DFT measured meets the specification, then all areas of equal luminosity will generally have a similar DFT. However, it is advised that random checks should be made or, if required, SSPC-PA 2 can be used to confirm DFT.

vi. In general, if the area under the lamp is not a uniform brightness, closer examination is required to determine the nature and cause of appearance.

The inspection procedure should include appropriate sampling of all areas for DFT.

7.2 Second Coat Inspection in a Two-Coat System: In a two-coat fluorescent coating system, the second coat has no fluorescent pigments and will not respond to the UV-A lamp. If areas of luminosity are seen when the second coat is illuminated with a UV-A lamp, they clearly indicate areas of holidays, pinholes, cracks and thin film build (see Appendix A). The rest of the areas should be subject to usual inspection procedures as per good practice (visual, DFT, etc.).

As discussed above, organic dust from rags, clothing, and protective fabric booties will show speckled bright spots under UV-A light. In second coat inspections, these particles can mimic the effect of fluorescent primer glowing through topcoat holidays.

7.3 Second Coat Inspection in a Three-Coat System: In a three-coat fluorescent coating system it is possible to add the fluorescent pigments to the second coat. A fluorescent pigment with a different color from that used in the first coat should be selected. The procedure for inspection would then be the same as for the first coat inspection described above.

7.4. Stripe Coat Inspection: Using fluorescent pigments, stripe coats can be applied that are identical in color to the main coat under normal lighting, but look completely different under UV-A light. This aids in areas where cosmetic appear-ance is important and the extra protection of a stripe coat is required.

8. In-Process Application Inspection

A fluorescent coating system can be used for in-process inspection if the applicator is supplied with a suitable lamp

(explosion-proof or intrinsically safe). The fluorescent pigment is reactive in the wet film, so the applicator can easily observe and repair holidays while applying the coating. This provides instant visual feedback to the operator and over time can improve worker skill by acting as a training aid.

9. Shop Primer Removal

If a fluorescent primer has been incorporated into the shop primer, the extent of removal of the shop primer can be determined by shining the UV-A light on the surface. Any shop primer remaining on the surface will be detected by the UV-A lamp. If no fluorescence is observed, it can be concluded that the shop primer has been completely removed.

10. Benefits of the Use of Fluorescent Primers in Coating Inspection

The use of fluorescent primers provides owners and inspectors with an additional inspection option to ensure high quality coating application to tank interiors. The main benefits of using this technology are listed below.

10.1 Coating ApplicationReduces defects, re-work and job cycle time by repairing defects during application.Improves the quality of the workmanship by providing continuous instant feedback to the applicator.

10.2 Newly Applied Coatings Inspection Improves coating defect detection by visual inspection.Reduces inspection time (up to 50% time savings).For specially formulated coatings, provides capability to identify thin film build by visual inspection.Improves inspection of inaccessible areas, as coating condition can be assessed more remotely.Enhances ability to capture images of defects for future comparison or remote assessment.

10.3 In-Service Coating Inspection Permits early determination of topcoat wear.Damage to the topcoat clearly shows the fluorescent primer underneath.Blisters broken to substrate will show halos of fluorescent primer.

•

•

•

••

•

•

••

•

Region Range in nm Hazard Potential Damage Mechanism (High Exposure)

UV-A 320-400 Lowest Cataracts. Early "black lights" emitted in the range of 360-390 nmUV-B 280-320 Mid to High Skin or eye burns. Increased risk of some types of skin cancer.UV-C 180-280 Highest Skin or eye burns.

TABLE 1TYPES AND HAZARDS OF UV LIGHT


4

11. Disclaimer

11.1 This technology update is for information purposes only. It is neither a standard nor a recommended practice. While every precaution is taken to ensure that all informa-tion furnished in SSPC technology updates is as accurate, complete, and useful as possible, SSPC cannot assume responsibility nor incur any obligation resulting from the use of any materials, coatings, or methods specified herein, or of the technology update itself.

11.2 This technology update does not attempt to address problems concerning safety associated with its use. The user of this technology update, as well as the user of all products or practices described herein, is responsible for instituting appro-priate health and safety practices and for ensuring compliance with all governmental regulations.

12. Bibliography

Buckhurst, Miles and Bowry, Earl - “An Optically Active Coating System for Coating Ballast Tanks,” Presen-tations: The Paint and Coatings Expo 2005, Paper T-44. (Pittsburgh, PA: SSPC, 2005).

2004 TLVs® and BEIs®; Based on the Documentation of the Threshold Limit Values for Chemical Substances and Physical Agents & Biological Exposure Indices, (Cincinnati, OH: American Conference of Govern-mental and Industrial Hygienists®, 2004).

International Standard IEC 60825-1; Safety of laser prod-ucts - Part 1: Equipment classification, requirements and user’s guide. Edition 1.2 2001-08. (Geneva: International Electrotechnical Commission, 2001).

ASTM E 2297-04. Standard Guide for Use of UV-A and Visible Light Sources and Meters used in the Liquid Penetrant and Magnetic Particle Methods. (West Conshohocken: ASTM International, 2004)

MIL-PRF-23236C (2003) Performance Specification; Coating Systems for Ship Structures. US Depart-ment of Defense. Available online from http://assist.daps.dla.mil.

U.S. Department of Labor, OSHA Technical Manual, Section III: chapter 6, “Laser Hazards.” Available online from http://www.osha.gov/dts/osta/otm/otm_iii/otm_iii_6.html

U.S. Department of Labor, Standard Interpretations 02/26/2003 - Workplace exposure limits for ultra-violet radiation. Available online from

http://www.osha.gov/pls/oshaweb/owadisp.show_ document?p_table=INTERPRETATIONS&p_id=

24755


5

White light inspection of fluorescing first coat. The arrow points to a pinhole that is distorted and obscured by shadows and flashlight glare.

Violet LED light inspection of fluorescing first coat. The holiday is easily distinguished from coated areas using a violet LED flashlight. Because the digital camera sensor is more sensitive to violet light than the human eye, the inspector would not see the flashlight glare.

Figure A1. Weld pinhole under white light and violet LED light.

APPENDIX A. EXAMPLES OF DEFECTS EXPOSED BY INSPECTION OF FLUORESCING PRIMER COATINGS

Note: These examples of optically active coating systems represent a variety of coatings from different manufacturers. Due to the range of avail-able formulations, the colors of the visual effects vary when viewed by the human eye or when photographed.

Images courtesy of National Surface Treatment Center


6

Figure A3. Non-fluorescent second coat over fluorescent first coat, holiday in pit. Appearance under white light shown at left. Blue crescent that appears under violet LED light at right indicates fluorescent first coat showing through second coat.

Figure A2. Contamination on fluorescent first coat inspected by UV light. Black marks are grit from a blasting operation in adjacent tank. Irregularly shaped “halo-like” patches are caused by solvent being deposited onto the film while still wet.

Image courtesy of Luminous Technololgies, Ltd.

Image courtesy of National Surface Treatment Center


7

Figure A5. Microcracking of a non-fluorescent second coat over fluorescent first coat. Horizontal ‘bright’ lines are first coat with fluorescing pigment viewed under UV. Second coat without fluorescing pigment has cracked, exposing first coat. Thicker vertical lines are caused by damage to second coat.

Figure A4. Wrinkling. UV light inspection shows wrinkling of non-fluorescent second coat exposing fluorescent first coat. Wrinkling is due to application of second coat over inadequately cured first coat.

Image courtesy of Luminous Technologies, Ltd.



8

Figure A6. Poor edge retention and damage to non-fluorescent second coat over fluorescent first coat. Bright arc from left to center right shows poor edge reten-tion where the first coat with fluorescent pigment is exposed through non-fluorescent second coat. Irregular bright area in center and surrounding small pinholes show first coat exposed due to damage.


STEEL-SEAM FT910EPOXY PATCHING AND

SURFACING COMPOUND PART A B58W910 RESIN (WHITE) PART B B58V910 HARDENER(BLACK)

Protective &

MarineCoatings

TRM.67Revised 6/10


PRODUCT DESCRIPTION

STEEL-SEAM FT910 EPOXY PATCHING AND SURFACING COMPOUND is a 100% solids epoxy surfacing compound for steel or patching compound for concrete. It is formulated for ease of application with squeegee, trowel, or airless spray on horizontal, vertical or overhead applications. Cures down to 35°F/1.7°C.

• 100% solids, zero VOC • Tolerates moisture during cure• Outstanding workability• Easy to use• May be applied from 5 mils to 1/2" wft/dft vertically• May be applied up to 1" thick with aggregate addition• Cured down to 35°F/1.7°C

PRODUCT CHARACTERISTICSColor: Gray

Volume Solids: 100%, mixed

VOC (calculated): <100 g/l; 1.67 lb/gal, mixed

Mix Ratio: 3:1 by weight (premeasured kits)

Recommended Spreading Rate:Coverage: 1" cove ~ 38 lf/gal

3" cove ~ 10 lf/gal1 mil wft/dft ~ 1604 sf/gal

Drying Schedule @ 40.0 mils wet (1000 microns):@ 35°F/1.7°C @ 73°F/23°C

50% RHTo touch: 6 hours 4 hoursTo recoat:


To cure: 7 days 7 daysIf maximum recoat time is exceeded, abrade surface before recoating.Maximum recoat time is shorter when using polyurea topcoat, refer to topcoat data page.Hardening time is temperature, humidity, and fi lm thickness dependent.Pot Life*: 50 minutes 30 minutes*@ 90°F/32°C, Pot Life is 20 minutes

Sweat-in-Time: None

Shelf Life: 36 months, unopenedStore indoors at 40°F (4.5°C) to 100°F (38°C)

Reduction: Not recommendedClean Up: Reducer R7K54

continued on back

RECOMMENDED USESMay be used as a versatile fi ller/surfacer for uneven surfaces found in formed, open or corroded concrete and masonry surfaces. May also be used as a fairing compound for weld seams, riveted con-nections, lap seams and chine angels in steel tanks prior to epoxy coating and lining applications.

Concrete Uses:• To smooth rough concrete• To fi ll bugholes, tie rod holes, cavities, honeycombs and other

surface defects on horizontal, vertical, or overhead surfaces• To form transition coves at vertical and horizontal coves

Steel Uses:• To smooth riveted, lapped or welded seams• To fi ll corrosion pits on steel surfaces• To form chine coves and fi ll sharp angles


Test Name Test Method ResultsAbrasion Resistance ASTM D4060 69 mg lost

AdhesionConcrete, ASTM D4541; Steel, ASTM D1002

350 psi, 100% con-crete failure (ASTM D4541); 1,400 psi (ASTM D1002)

Elongation ASTM D412 17.9%Flammability ASTM D635 Self-extinguishingHardness, Shore D ASTM D2240 55-60Tensile Strength ASTM D412 2,672 psi

Thermal Cycling ASTM C884, 5 cycles No cracking

TRM.67



Protective &

MarineCoatings


SURFACE PREPARATION


Refer to product Application Bulletin for detailed surface prepara-tion information.

Minimum recommended surface preparation: Iron & Steel: SSPC SP-10/NACE2, 3 mils (75 microns) profi le Concrete: SSPC-SP13/NACE 6, or ICRI 03732, CSP 4-6


ISO 8501-1BS7079:A1





TINTINGDo not tint.

APPLICATION CONDITIONSTemperature: Air and Surface: 35°F (1.7°C) minimum, 120°F (49°C) maximum Material: 50°F (10°C) minimum, 95°F (35°C) maximum At least 5°F (2.8°C) above dew pointRelative humidity: 85% maximumRefer to product Application Bulletin for detailed application information.

ORDERING INFORMATIONPackaging: Part A: 13.2 lb / 1.6 Kg/L (~1.5 gal / 5.6L) in a 3 gallon (11.3L) pail Part B: 4.4 lb / 0.53 Kg/L (~.5 gal / 1.9L) in a 1 gallon (3.78L) pailWeight per mixed unit: 17.5 lbs. ; 2.1 Kg/L (462 cu. in.)




PRODUCT INFORMATION

RECOMMENDED SYSTEMS May be applied directly to prepared concrete or steel.

May be applied over 100% solids primers to include:• Cor-Cote HCR• Corobond 100• Dura-Plate UHS Primer• Macropoxy 920 PrePrime• Corobond LT• EnviroLastic LT

May be topcoated with a variety of coatings to include:• Acrolon 218 HS• Cor-Cote HCR, HCR FF• Cor-Cote E.N. 7000• Cor-Cote HP, HP FF• Cor-Cote SC-Sewer-Cote• Dura-Plate 235• Dura-Plate UHS Laminate• Dura-Plate UHS Epoxy• EnviroLastic Polyurea• Macropoxy 646 Epoxy• Phenicon HS Epoxy• SherFlex• ExpressCote HCR





Protective &

MarineCoatings

TRM.67Revised 6/10




Iron & Steel (immersion service)Remove all oil and grease from surface by Solvent Cleaning per SSPC-SP1. Minimum surface preparation is Near White Metal Blast Cleaning per SSPC-SP10/NACE 2. Blast clean all surfaces using a sharp, angular abrasive for optimum surface profi le (3 mils / 75 microns). Remove all weld spatter and round all sharp edges by grinding. Prime any bare steel the same day as it is cleaned or before fl ash rusting occurs.Iron & Steel (atmospheric service)Remove all oil and grease from surface by Solvent Cleaning per SSPC-SP1. Minimum surface preparation is Near White Metal Blast Cleaning per SSPC-SP10/NACE 2. Blast clean all surfaces using a sharp, angular abrasive for optimum surface profi le (2 mils / 50 microns).Prime any bare steel the same day as it is cleaned or before fl ash rusting occurs.

Concrete and MasonryFor surface preparation, refer to SSPC-SP13/NACE 6, or ICRI 03732, CSP 4-6. Surfaces should be thoroughly clean and dry. Concrete and mortar must be cured at least 28 days @ 75°F (24°C). Remove all loose mortar and foreign material. Surface must be free of laitance, concrete dust, dirt, form release agents, moisture curing membranes, loose cement and hardeners. Fill bug holes, air pockets and other voids with Steel-Seam FT910. Primer required.

Always follow the standard methods listed below:ASTM D4258 Standard Practice for Cleaning Concrete.ASTM D4259 Standard Practice for Abrading Concrete.ASTM D4260 Standard Practice for Etching Concrete.ASTM F1869 Standard Test Method for Measuring Moisture Vapor Emission Rate of Concrete.SSPC-SP 13/Nace 6 Surface Preparation of Concrete.ICRI 03732 Concrete Surface Preparation.

Concrete, Immersion Service:For surface preparation, refer to SSPC-SP13/NACE 6, Section 4.3.1 or 1.3.2 or ICRI 03732, CSP 2-3.


ISO 8501-1BS7079:A1






APPLICATION CONDITIONS

Temperature: Air and Surface: 35°F (1.7°C) minimum, 120°F (49°C) maximum Material: 50°F (10°C) minimum, 95°F (35°C) maximum At least 5°F (2.8°C) above dew point

Relative humidity: 85% maximum



Reduction ........................Not recommended

Cleanup ...........................Reducer R7K54

Squeegee: Squeegee.......................Flat

Trowel: Trowel ............................Flat blade For applications over severely damaged or eroded concrete, use a rubber faced grout fl oat trowel.

Putty Knife .......................Acceptable

Airless Spray Pump ..............................45:1 (minimum) with gravity feed

hopper connected to a high volume lower unit (minimum 220 cc/cycle)

Pressure .........................2400-3000 psi Hose ...............................3/8" ID, with ¼” whip hose

acceptable Tip ....................................019 - .031 Gun .................................Graco Silver Plus, XTR, or Pistol

Grip Mastic Filter(s) ...........................remove Reduction .......................not recommended Have material agitated with lids open to ensure rapid mixing. Multiple passes will allow fi lm thickness up to 250 mils. An orange peel appearance is normal. If a smoother fi nished is desired, 1-2 hours after application use a 1/8" nap roller dampened with R7K54 to smooth the surface. Use a large spatula to continually wipe the material down into the hopper.


continued on back

TRM.67



Protective &

MarineCoatings





Mixing Instructions: Stir each component with low speed power agitation prior to mixing. Mix 3 parts Part A (white) to 1 part Part B (black) by weight (premeasured components). Mix with low speed drill and Jiffy Mixer for approximately three minutes until uniform gray with no white or black streaks.

Temperature:Do not apply product when ambient or surface temperatures are below 35°F (1.7°C). Surface temperature must be at least 5°F (2.8°C) above dew point.


Recommended Spreading Rate:Coverage: 1" cove ~ 38 lf/gal

3" cove ~ 10 lf/gal1 mil wft/dft ~ 1604 sf/gal

Drying Schedule @ 40.0 mils wet (1000 microns):@ 35°F/1.7°C @ 73°F/23°C

50% RHTo touch: 6 hours 4 hoursTo recoat:


To cure: 7 days 7 daysIf maximum recoat time is exceeded, abrade surface before recoating.Maximum recoat time is shorter when using polyurea topcoat, refer to topcoat data page.Hardening time is temperature, humidity, and fi lm thickness dependent.Pot Life*: 50 minutes 30 minutes*@ 90°F/32°C, Pot Life is 20 minutes

Sweat-in-Time: None


CLEAN UP INSTRUCTIONS

Clean spills and spatters immediately with Reducer R7K54. Clean tools immediately after use with Reducer R7K54. Follow manufac-turer's safety recommendations when using any solvent.


PERFORMANCE TIPS

Spreading rates are calculated on volume solids and do not include an application loss factor due to surface profi le, roughness or po-rosity of the surface, skill and technique of the applicator, method of application, various surface irregularities, material lost during mixing, spillage, overthinning, climatic conditions, and excessive fi lm build. No reduction of material is recommended as it can affect fi lm build, appearance, and adhesion.



Check surfaces of primer, FT910, and subsequent coats for amine blush (oily fi lm). If detected, remove before applying the next layer or coat.

For fi lling larger defects in concrete, one to four quarts of 30 to 100 mesh aggregate may be added per gallon of mixed FT910, depending on the size of hole and slump required.





of 4

HMIS CodesHealth 3*


DATE OF PREPARATIONApr 5, 2010


B58W91002 00



PRODUCT NAMESTEEL-SEAM® FT910 Epoxy (Part A), White


Telephone Numbers and WebsitesProduct Information www.sherwin-williams.com

Regulatory Information (216) 566-2902www.paintdocs.com

Medical Emergency (216) 566-2917Transportation Emergency* (800) 424-9300

for Chemical Emergency ONLY (spill, leak, fire, exposure, or accident)*


% by Weight CAS Number Ingredient Units Vapor Pressure8 100-51-6 Phenylmethanol

ACGIH TLV Not Available 0.15 mmOSHA PEL Not Available

2 107-41-5 Hexylene GlycolACGIH TLV 25 PPM CEILING 0.046 mmOSHA PEL Not Available

3 84852-15-3 4-NonylphenolACGIH TLV Not AvailableOSHA PEL Not Available

3 Proprietary Epoxy PolymerACGIH TLV Not AvailableOSHA PEL Not Available


5 7631-86-9 Amorphous SilicaACGIH TLV 10 mg/m3 as DustOSHA PEL 6 mg/m3 as Dust

12 93763-70-3 PerliteACGIH TLV 10 mg/m3 as DustOSHA PEL 15 mg/m3 Total DustOSHA PEL 5 mg/m3 Respirable Fraction




EFFECTS OF OVEREXPOSUREEYES: Causes burns.SKIN: Causes burns.


B58W910

page 2 of 4

UELN.A.

LELN.A.

FLASH POINT> 200 °F PMCC

In a confined area vapors in high concentration may cause headache, nausea or dizziness.Prolonged overexposure to hazardous ingredients in Section 2 may cause adverse chronic effects to the following organs or systems:

the nervous systemthe reproductive system

SIGNS AND SYMPTOMS OF OVEREXPOSURERedness and itching or burning sensation may indicate eye or excessive skin exposure.




EYES: Flush eyes with large amounts of water for 15 minutes. Get medical attention .IMMEDIATELYSKIN: Wash affected area thoroughly with soap and water.




FLAMMABILITY CLASSIFICATIONNot Applicable


UNUSUAL FIRE AND EXPLOSION HAZARDSClosed containers may explode (due to the build-up of pressure) when exposed to extreme heat.During emergency conditions overexposure to decomposition products may cause a health hazard. Symptoms may not be immediately







STORAGE CATEGORYDOL Storage Class IIIB

PRECAUTIONS TO BE TAKEN IN HANDLING AND STORAGEKeep container closed when not in use. Transfer only to approved containers with complete and appropriate labeling. Do not take internally.



PRECAUTIONS TO BE TAKEN IN USEUse only with adequate ventilation.Do not get in eyes or on skin. Avoid breathing vapor and spray mist.Wash hands after using.This coating may contain materials classified as nuisance particulates (listed "as Dust" in Section 2) which may be present at hazardous levels

only during sanding or abrading of the dried film. If no specific dusts are listed in Section 2, the applicable limits for nuisance dusts areACGIH TLV 10 mg/m3 (total dust), 3 mg/m3 (respirable fraction), OSHA PEL 15 mg/m3 (total dust), 5 mg/m3 (respirable fraction).

VENTILATIONLocal exhaust preferable. General exhaust acceptable if the exposure to materials in Section 2 is maintained below applicable exposure limits.

Refer to OSHA Standards 1910.94, 1910.107, 1910.108.RESPIRATORY PROTECTION

If personal exposure cannot be controlled below applicable limits by ventilation, wear a properly fitted organic vapor/particulate respiratorapproved by NIOSH/MSHA for protection against materials in Section 2.

When sanding or abrading the dried film, wear a dust/mist respirator approved by NIOSH/MSHA for dust which may be generated from thisproduct, underlying paint, or the abrasive.

PROTECTIVE GLOVESTo prevent skin contact, wear gloves which are recommended by glove supplier for protection against materials in Section 2.

B58W910

page 3 of 4

EYE PROTECTIONTo prevent eye contact, wear safety spectacles with unperforated sideshields.

OTHER PROTECTIVE EQUIPMENTUse barrier cream on exposed skin.


ALL COMPONENTS.




VOLATILE VOLUME 9%EVAPORATION RATE Slower than ether

VAPOR DENSITY Heavier than airSOLUBILITY IN WATER N.A.

VOLATILE ORGANIC COMPOUNDS (VOC Theoretical - As Packaged)0.81 lb/gal 97 g/l Less Water and Federally Exempt Solvents0.81 lb/gal 97 g/l Emitted VOC

VOLATILE ORGANIC COMPOUNDS (VOC - As Applied)<0.83 lb/gal <100 g/l Less Water and Federally Exempt Solvents






Will not occur


CHRONIC HEALTH HAZARDSIARC's Monograph No. 93 reports there is sufficient evidence of carcinogenicity in experimental rats exposed to titanium dioxide but

inadequate evidence for carcinogenicity in humans and has assigned a Group 2B rating. In addition, the IARC summary concludes, "Nosignificant exposure to titanium dioxide is thought to occur during the use of products in which titanium is bound to other materials, such aspaint."

TOXICOLOGY DATACAS No. Ingredient Name100-51-6 Phenylmethanol

LC50 RAT 4HR Not AvailableLD50 RAT Not Available

107-41-5 Hexylene GlycolLC50 RAT 4HR Not AvailableLD50 RAT 3700 mg/kg

84852-15-3 4-NonylphenolLC50 RAT 4HR Not AvailableLD50 RAT Not Available

Proprietary Epoxy PolymerLC50 RAT 4HR Not AvailableLD50 RAT Not Available


7631-86-9 Amorphous SilicaLC50 RAT 4HR Not AvailableLD50 RAT Not Available

93763-70-3 PerliteLC50 RAT 4HR Not AvailableLD50 RAT Not Available


B58W910

page 4 of 4




WASTE DISPOSAL METHODWaste from this product is not hazardous as defined under the Resource Conservation and Recovery Act (RCRA) 40 CFR 261.Incinerate in approved facility. Do not incinerate closed container. Dispose of in accordance with Federal, State/Provincial, and Local



US Ground (DOT)Not Regulated for Transportation.

Canada (TDG)Not Regulated for Transportation.

IMONot Regulated for Transportation.


SARA 313 SUPPLIER NOTIFICATION(40 CFR 372.65C)CAS No. CHEMICAL/COMPOUND % by WT % Element

No ingredients in this product are subject to SARA 313 (40 CFR 372.65C) Supplier Notification.CALIFORNIA PROPOSITION 65




This product has been classified in accordance with the hazard criteria of the Canadian Controlled Products Regulations (CPR) and theMSDS contains all of the information required by the CPR.

The above information pertains to this product as currently formulated, and is based on the information available at this time. Addition of reducers or otheradditives to this product may substantially alter the composition and hazards of the product. Since conditions of use are outside our control, we make nowarranties, express or implied, and assume no liability in connection with any use of this information.

of 4

HMIS CodesHealth 3*


DATE OF PREPARATIONApr 5, 2010


B58V91003 00


PRODUCT NUMBERB58V910

PRODUCT NAMESTEEL-SEAM® FT910 Epoxy (Part B), Black Hardener


Telephone Numbers and WebsitesProduct Information www.sherwin-williams.com

Regulatory Information (216) 566-2902www.paintdocs.com

Medical Emergency (216) 566-2917Transportation Emergency* (800) 424-9300

for Chemical Emergency ONLY (spill, leak, fire, exposure, or accident)*


% by Weight CAS Number Ingredient Units Vapor Pressure5 100-51-6 Phenylmethanol

ACGIH TLV Not Available 0.15 mmOSHA PEL Not Available

11 90-72-2 Tri(dimethylaminomethyl)phenolACGIH TLV Not AvailableOSHA PEL Not Available

3 107-15-3 EthylenediamineACGIH TLV 10 ppm (Skin) 10.7 mmOSHA PEL Not Available

74 Proprietary PolyamineACGIH TLV Not AvailableOSHA PEL Not Available



EFFECTS OF OVEREXPOSUREEYES: Causes burns.SKIN: Causes burns.

INHALATION: Causes burns of the upper respiratory system.

In a confined area vapors in high concentration may cause headache, nausea or dizziness.Prolonged overexposure to hazardous ingredients in Section 2 may cause adverse chronic effects to the following organs or systems:

the nervous systemSIGNS AND SYMPTOMS OF OVEREXPOSURE

Redness and itching or burning sensation may indicate eye or excessive skin exposure.MEDICAL CONDITIONS AGGRAVATED BY EXPOSURE

May cause allergic skin reaction in susceptible persons or skin sensitization.CANCER INFORMATION

For complete discussion of toxicology data refer to Section 11.

B58V910

page 2 of 4

UELN.A.

LELN.A.

FLASH POINT> 200 °F PMCC


EYES: Flush eyes with large amounts of water for 15 minutes. Get medical attention .IMMEDIATELYSKIN: Wash affected area thoroughly with soap and water.




FLAMMABILITY CLASSIFICATIONNot Applicable


UNUSUAL FIRE AND EXPLOSION HAZARDSClosed containers may explode (due to the build-up of pressure) when exposed to extreme heat.During emergency conditions overexposure to decomposition products may cause a health hazard. Symptoms may not be immediately







STORAGE CATEGORYDOL Storage Class IIIB

PRECAUTIONS TO BE TAKEN IN HANDLING AND STORAGEKeep container closed when not in use. Transfer only to approved containers with complete and appropriate labeling. Do not take internally.



PRECAUTIONS TO BE TAKEN IN USEUse only with adequate ventilation.Do not get in eyes, or on skin or clothing. Do not breathe vapor or spray mist.Wash hands after using.This coating may contain materials classified as nuisance particulates (listed "as Dust" in Section 2) which may be present at hazardous levels

only during sanding or abrading of the dried film. If no specific dusts are listed in Section 2, the applicable limits for nuisance dusts areACGIH TLV 10 mg/m3 (total dust), 3 mg/m3 (respirable fraction), OSHA PEL 15 mg/m3 (total dust), 5 mg/m3 (respirable fraction).

VENTILATIONLocal exhaust preferable. General exhaust acceptable if the exposure to materials in Section 2 is maintained below applicable exposure limits.

Refer to OSHA Standards 1910.94, 1910.107, 1910.108.RESPIRATORY PROTECTION

If personal exposure cannot be controlled below applicable limits by ventilation, wear a properly fitted organic vapor/particulate respiratorapproved by NIOSH/MSHA for protection against materials in Section 2.

When sanding or abrading the dried film, wear a dust/mist respirator approved by NIOSH/MSHA for dust which may be generated from thisproduct, underlying paint, or the abrasive.

PROTECTIVE GLOVESTo prevent skin contact, wear gloves which are recommended by glove supplier for protection against materials in Section 2.

EYE PROTECTIONTo prevent eye contact, wear safety spectacles with unperforated sideshields.

OTHER PROTECTIVE EQUIPMENTUse barrier cream on exposed skin.


ALL COMPONENTS.

B58V910

page 3 of 4




VOLATILE VOLUME 8%EVAPORATION RATE Slower than ether

VAPOR DENSITY Heavier than airSOLUBILITY IN WATER N.A.

VOLATILE ORGANIC COMPOUNDS (VOC Theoretical - As Packaged)0.69 lb/gal 83 g/l Less Water and Federally Exempt Solvents0.69 lb/gal 83 g/l Emitted VOC

VOLATILE ORGANIC COMPOUNDS (VOC - As Applied)<0.83 lb/gal <100 g/l Less Water and Federally Exempt Solvents






Will not occur


CHRONIC HEALTH HAZARDSNo ingredient in this product is an IARC, NTP or OSHA listed carcinogen.

TOXICOLOGY DATACAS No. Ingredient Name100-51-6 Phenylmethanol

LC50 RAT 4HR Not AvailableLD50 RAT Not Available

90-72-2 Tri(dimethylaminomethyl)phenolLC50 RAT 4HR Not AvailableLD50 RAT 1653 mg/kg

107-15-3 EthylenediamineLC50 RAT 4HR Not AvailableLD50 RAT Not Available

Proprietary PolyamineLC50 RAT 4HR Not AvailableLD50 RAT Not Available




WASTE DISPOSAL METHODWaste from this product is not hazardous as defined under the Resource Conservation and Recovery Act (RCRA) 40 CFR 261.Incinerate in approved facility. Do not incinerate closed container. Dispose of in accordance with Federal, State/Provincial, and Local



US Ground (DOT)1 Quart and Less may be Classed as CONSUMER COMMODITY, ORM-DLarger Containers are Regulated as:UN3066, PAINT RELATED MATERIAL, 8, PG II, (ERG#153)

B58V910

page 4 of 4

Bulk Containers may be Shipped as:UN3066, PAINT RELATED MATERIAL, 8, PG II, (ERG#153)

Canada (TDG)UN3066, PAINT RELATED MATERIAL, CLASS 8, PG II, (ERG#153)

IMOUN3066, PAINT RELATED MATERIAL, CLASS 8, PG II, EmS F-A, S-B, ADR(E)


SARA 313 SUPPLIER NOTIFICATION(40 CFR 372.65C)CAS No. CHEMICAL/COMPOUND % by WT % Element

No ingredients in this product are subject to SARA 313 (40 CFR 372.65C) Supplier Notification.CALIFORNIA PROPOSITION 65

WARNING: This product contains chemicals known to the State of California to cause cancer.TSCA CERTIFICATION



This product has been classified in accordance with the hazard criteria of the Canadian Controlled Products Regulations (CPR) and theMSDS contains all of the information required by the CPR.

The above information pertains to this product as currently formulated, and is based on the information available at this time. Addition of reducers or otheradditives to this product may substantially alter the composition and hazards of the product. Since conditions of use are outside our control, we make nowarranties, express or implied, and assume no liability in connection with any use of this information.

ERD-16866 (R. 06/2013)

State of Wisconsin Department of Workforce Development Equal Rights Division

DEPARTMENTAL ORDER

ISSUE DATE: PROJECT:

PROJECT OWNER: REQUESTER:

ADDITIONAL CONTACT: The department received an application for prevailing wage rate determination for the above-captioned project. The department conducted a survey to determine the prevailing wage rate for the trade(s) or occupation(s) needed to complete the project. The survey’s findings appear in the attached project determination. If you believe that the wage rate for any trade or occupation does not accurately reflect the prevailing wage rate in the city, village or town where the project is located, you may ask the department to conduct an administrative review of such wage rate. You must submit this request in writing within 30 days from the date indicated above. Additionally, your request must include wage rate information from at least three similar projects in the city, village or town where the proposed project is located and on which some work has been performed by the contested trade(s) during the current survey period and was previously considered by the department in issuing the attached determination. See DWD 290.10 of the Wisconsin Administrative Code and either s. 66.0903(3)(br), Stats., or s. 103.49(3)(c), Stats., for a complete explanation of the administrative review process. Enclosures

It is hereby ordered that the prevailing wage rates set forth in the attached project determination shall only be applicable to the above referenced project. This order is a FINAL ORDER of the department unless a timely request for an administrative review is filed with the department. ISSUED BY:

Equal Rights Division Labor Standards Bureau

Construction Wage Standards Section P.O. Box 8928, Madison, WI 53708-8928

(608)266-6861

Web Site: http://dwd.wisconsin.gov/er/

TIM STIEVE, PROJECT ENGINEER 1MADISON METRO SEWER DISTRICT1610 MOORLAND ROADMADISON, WI 53713

TIM STIEVE, PROJECT ENGINEER 1MADISON METRO SEWER DISTRICT1610 MOORLAND ROADMADISON, WI 53713

NOTE: The Requester must provide a copy of this ProjectDetermination and enclosures to the Project Owner and AdditionalContact.

3/4/2014

2014 FINAL CLARIFIER COATING PROJECTMADISON CITY, DANE COUNTY, WIDetermination No. 201400604 [Owner Project No. 1401297]

2014 FINAL CLARIFIER COATING PROJECT

PROJECT NO: 1401297

Contractors are responsible for correctly classifying their workers. Either call the Department ofWorkforce Development (DWD) with trade or classification questions or consult DWD’s Dictionary ofOccupational Classifications & Work Descriptions on the DWD website at:dwd.wisconsin.gov/er/prevailing_wage_rate/Dictionary/dictionary_main.htm.

Time and one-half must be paid for all hours worked:- over 10 hours per day on prevailing wage projects- over 40 hours per calendar week- Saturday and Sunday- on all of the following holidays: January 1; the last Monday in May; July 4;

the 1st Monday in September; the 4th Thursday in November; December25;

- The day before if January 1, July 4 or December 25 falls on a Saturday;- The day following if January 1, July 4 or December 25 falls on a Sunday.

Apply the time and one-half overtime calculation to whichever is higher between the Hourly Basic Ratelisted on this project determination or the employee's regular hourly rate of pay. Add any applicablePremium or DOT Premium to the Hourly Basic Rate before calculating overtime.

A DOT Premium (discussed below) may supersede this time and one-half requirement.

When a specific trade or occupation requires a future increase, you MUST add the full hourly increaseto the "TOTAL" on the effective date(s) indicated for the specific trade or occupation.

If indicated for a specific trade or occupation, the full amount of such pay MUST be added to the"HOURLY BASIC RATE OF PAY" indicated for such trade or occupation, whevenever such pay isapplicable.

This premium only applies to highway and bridge projects owned by the Wisconsin Department ofTransportation and to the project type heading "Airport Pavement or State Highway Construction." DONOT apply the premium calculation under any other project type on this determination.

Pay apprentices a percentage of the applicable journeyperson's hourly basic rate of pay and hourlyfringe benefit contributions specified in this determination. Obtain the appropriate percentage fromeach apprentice’s contract or indenture.

Subjourney wage rates may be available for some of the trades or occupations indicated below withthe exception of laborers, truck drivers and heavy equipment operators. Any employer interested inusing a subjourney classification on this project MUST complete Form ERD-10880 and request theapplicable wage rate from the Department of Workforce Development PRIOR to using the subjourneyworker on this project.

PREVAILING WAGE RATE DETERMINATIONIssued by the State of Wisconsin

Department of Workforce DevelopmentPursuant to s. 66.0903, Wis. Stats.

Issued On: 3/4/2014

DETERMINATION NUMBER: 201400604

EXPIRATION DATE: Prime Contracts MUST Be Awarded or Negotiated On Or Before12/31/2014. If NOT, You MUST Reapply.

PROJECT NAME:

PROJECT LOCATION: MADISON CITY, DANE COUNTY, WI

CONTRACTING AGENCY: MADISON METRO SEWER DISTRICT

CLASSIFICATION:

OVERTIME:

FUTURE INCREASE:

PREMIUM PAY:

DOT PREMIUM:

APPRENTICES:

SUBJOURNEY:

This document MUST BE POSTED by the CONTRACTING AGENCY in at least one conspicuous and easily accessible place onthe site of the project . A local governmental unit may post this document at the place normally used to post public notices ifthere is no common site on the project. This document MUST remain posted during the entire time any worker is employed onthe project and MUST be physically incorporated into the specifications and all contracts and subcontracts. If you have anyquestions, please write to the Equal Rights Division, Labor Standards Bureau, P.O. Box 8928, Madison, Wisconsin 53708 or call(608) 266-6861.

The following statutory provisions apply to local governmental unit projects of public works and are set forth belowpursuant to the requirements of s. 66.0903(8), Stats.

s. 66.0903 (1) (f) & s. 103.49 (1) (c) "PREVAILING HOURS OF LABOR" for any trade or occupation in any area means 10hours per day and 40 hours per week and may not include any hours worked on a Saturday or Sunday or on any of the followingholidays:

1. January 1.2. The last Monday in May.3. July 4.4. The first Monday in September.5. The 4th Thursday in November.6. December 25.7. The day before if January 1, July 4 or December 25 falls on a Saturday.8. The day following if January 1, July 4 or December 25 falls on a Sunday.

s. 66.0903 (10) RECORDS; INSPECTION; ENFORCEMENT.(a) Each contractor, subcontractor, or contractor's or subcontractor's agent performing work on a project of public works that issubject to this section shall keep full and accurate records clearly indicating the name and trade or occupation of every personperforming the work described in sub. (4) and an accurate record of the number of hours worked by each of those persons andthe actual wages paid for the hours worked.

s. 66.0903 (11) LIABILITY AND PENALTIES.(a) 1. Any contractor, subcontractor, or contractor's or subcontractor's agent who fails to pay the prevailing wage rate determinedby the department under sub. (3) or who pays less than 1.5 times the hourly basic rate of pay for all hours worked in excess ofthe prevailing hours of labor is liable to any affected employee in the amount of his or her unpaid wages or his or her unpaidovertime compensation and in an additional amount as liquidated damages as provided under subd. 2., 3., whichever isapplicable.2. If the department determines upon inspection under sub. (10) (b) or (c) that a contractor, subcontractor, or contractor's orsubcontractor's agent has failed to pay the prevailing wage rate determined by the department under sub. (3) or has paid lessthan 1.5 times the hourly basic rate of pay for all hours worked in excess of the prevailing hours of labor, the department shallorder the contractor to pay to any affected employee the amount of his or her unpaid wages or his or her unpaid overtimecompensation and an additional amount equal to 100 percent of the amount of those unpaid wages or that unpaid overtimecompensation as liquidated damages within a period specified by the department in the order.3. In addition to or in lieu of recovering the liability specified in subd. 1. as provided in subd. 2., any employee for and in behalf ofthat employee and other employees similarly situated may commence an action to recover that liability in any court of competentjurisdiction. If the court finds that a contractor, subcontractor, or contractor's or subcontractor's agent has failed to pay theprevailing wage rate determined by the department under sub. (3) or has paid less than 1.5 times the hourly basic rate of pay forall hours worked in excess of the prevailing hours of labor, the court shall order the contractor, subcontractor, or agent to pay toany affected employee the amount of his or her unpaid wages or his or her unpaid overtime compensation and an additionalamount equal to 100 percent of the amount of those unpaid wages or that unpaid overtime compensation as liquidated damages.5. No employee may be a party plaintiff to an action under subd. 3. unless the employee consents in writing to become a partyand the consent is filed in the court in which the action is brought. Notwithstanding s. 814.04 (1), the court shall, in addition to anyjudgment awarded to the plaintiff, allow reasonable attorney fees and costs to be paid by the defendant.

Determination No. 201400604 Page 2 of 19

Includes sheltered enclosures with walk-in access for the purpose of housing persons, employees, machinery,equipment or supplies and non-sheltered work such as canals, dams, dikes, reservoirs, storage tanks, etc. A shelteredenclosure need not be "habitable" in order to be considered a building. The installation of machinery and/or equipment,both above and below grade level, does not change a project's character as a building. On-site grading, utility work andlandscaping are included within this definition. Residential buildings of four (4) stories or less, agricultural buildings,parking lots and driveways are NOT included within this definition.

Fringe Benefits Must Be Paid On All Hours Worked

CODE TRADE OR OCCUPATION OF PAY BENEFITS TOTAL

Acoustic Ceiling Tile Installer

BoilermakerFuture Increase(s):

Add $1.50/hr on 1/01/2015; Add $1.50/hr. on01/01/2016

Bricklayer, Blocklayer or StonemasonPremium Increase(s):

DOT PREMIUM: Pay two times the hourly basic rate onSunday, New Year’s Day, Memorial Day, IndependenceDay, Labor Day, Thanksgiving Day & Christmas Day.

Cabinet Installer

Carpenter

Carpet Layer or Soft Floor Coverer

Cement Finisher

Drywall Taper or Finisher

ElectricianPremium Increase(s):


Elevator Constructor

Fence Erector

Fire Sprinkler Fitter

Glazier

Heat or Frost Insulator

Insulator (Batt or Blown)

Ironworker

Lather

Determination No. 201400604

BUILDING OR HEAVY CONSTRUCTION

SKILLED TRADES

HOURLY HOURLYBASIC RATE FRINGE

$ $ $

101 30.48 15.90 46.38

102 32.05 28.04 60.09

103 32.01 17.35 49.36

104 30.48 15.90 46.38

105 30.48 15.90 46.38

106 30.48 15.90 46.38

107 31.58 16.13 47.71

108 24.80 16.60 41.40

109 34.07 19.25 53.32

110 42.86 23.84 66.70

111 24.72 0.00 24.72

112 36.07 18.73 54.80

113 38.03 13.42 51.45

114 33.68 24.31 57.99

115 15.00 9.50 24.50

116 31.25 19.46 50.71

117 30.48 15.90 46.38

Page 3 of 19



Line Constructor (Electrical)

Marble Finisher

Marble Mason

Metal Building Erector

Millwright

Overhead Door Installer

Painter

Pavement Marking Operator

Piledriver

Pipeline Fuser or Welder (Gas or Utility)

Plasterer

PlumberFuture Increase(s):

Add $1/hr on 6/1/2014.

Refrigeration Mechanic

Roofer or Waterproofer

Sheet Metal Worker

SteamfitterFuture Increase(s):

Add $1.70/hr on 6/1/2014.

Teledata Technician or InstallerPremium Increase(s):


Temperature Control Installer

Terrazzo Finisher

Terrazzo Mechanic

Tile Finisher

Tile Setter

Tuckpointer, Caulker or Cleaner

Underwater Diver (Except on Great Lakes)

Well Driller or Pump Installer

Siding Installer



$ $ $

118 38.25 17.31 55.56

119 26.89 19.18 46.07

120 32.01 17.35 49.36

121 22.00 10.00 32.00

122 32.11 15.95 48.06

123 20.95 4.94 25.89

124 24.50 16.60 41.10

125 30.00 0.00 30.00

126 30.98 15.90 46.88

127 30.79 19.74 50.53

129 31.03 17.71 48.74

130 36.42 16.87 53.29

132 41.60 16.71 58.31

133 29.40 6.25 35.65

134 34.45 22.57 57.02

135 42.95 17.81 60.76

137 22.25 12.24 34.49

138 32.94 18.80 51.74

139 26.89 19.18 46.07

140 30.20 18.42 48.62

141 23.85 17.18 41.03

142 29.81 17.18 46.99

143 35.25 13.15 48.40

144 34.48 15.90 50.38

146 25.32 15.65 40.97

147 25.92 18.04 43.96

Page 4 of 19



Heavy Equipment Operator - ELECTRICAL LINE CONSTRUCTIONONLY

Light Equipment Operator -ELECTRICAL LINE CONSTRUCTION ONLY

Heavy Truck Driver - ELECTRICAL LINE CONSTRUCTION ONLY

Light Truck Driver - ELECTRICAL LINE CONSTRUCTION ONLY

Groundman - ELECTRICAL LINE CONSTRUCTION ONLY



Single Axle or Two Axle

Three or More Axle

Articulated, Euclid, Dumptor, Off Road Material Hauler

Pavement Marking Vehicle

Truck Mechanic



General LaborerPremium Increase(s):

Add $1.00/hr for certified welder; Add $.25/hr for masontender

Asbestos Abatement Worker

Landscaper

Gas or Utility Pipeline Laborer (Other Than Sewer and Water)

Fiber Optic Laborer (Outside, Other Than Concrete Encased)Premium Increase(s):

DOT PREMIUMS: Pay two times the hourly basic rateon New Year's Day, Memorial Day, Independence Day,Labor Day, Thanksgiving Day & Christmas Day.

Railroad Track Laborer

Final Construction Clean-Up Worker



$ $ $

150 29.16 14.34 43.50

151 30.60 14.86 45.46

152 26.78 13.63 40.41

153 24.86 12.97 37.83

154 21.75 12.70 34.45

TRUCK DRIVERS


$ $ $

201 32.39 18.46 50.85

203 18.00 22.88 40.88

204 32.89 18.96 51.85

205 18.00 22.88 40.88

207 18.00 22.88 40.88

LABORERS


$ $ $

301 24.21 14.63 38.84

302 24.36 14.44 38.80

303 21.01 9.37 30.38

310 21.01 13.63 34.64

311 18.33 13.65 31.98

314 23.46 3.30 26.76

315 16.00 0.00 16.00

Page 5 of 19



Air Track, Rotary or Percussion Drilling Machine &/or Hammers, Blaster;Asphalt Milling Machine; Boring Machine (Directional, Horizontal orVertical); Backhoe (Track Type) Having a Mfgr's Rated Capacity of130,000 Lbs. or Over; Backhoe (Track Type) Having a Mfgr's RatedCapacity of Under 130,000 Lbs., Backhoe (Mini, 15,000 Lbs. & Under);Bulldozer or Endloader (Over 40 hp); Compactor (Self-Propelled 85 FtTotal Drum Width & Over, or Tractor Mounted, Towed & Light Equipment);Concrete Batch Plant, Batch Hopper; Concrete Breaker (Large, Auto,Vibratory/Sonic, Manual or Remote); Crane, Shovel, Dragline, Clamshells;Forklift (Machinery Moving or Steel Erection, 25 Ft & Over); Gradall(Cruz-Aire Type); Grader or Motor Patrol; Master Mechanic; Mechanic orWelder; Robotic Tool Carrier (With or Without Attachments); Scraper (SelfPropelled or Tractor Drawn) 5 cu yds or More Capacity; Tractor or TruckMounted Hydraulic Backhoe; Tractor or Truck Mounted Hydraulic Crane(10 Tons or Under); Tractor (Scraper, Dozer, Pusher, Loader); Trencher(Wheel Type or Chain Type Having Over 8 Inch Bucket).

Backfiller; Broom or Sweeper; Bulldozer or Endloader (Under 40 hp);Environmental Burner; Forestry Equipment, Timbco, Tree Shear, TubGrinder, Processor; Jeep Digger; Screed (Milling Machine); Skid Rig;Straddle Carrier or Travel Lift; Stump Chipper; Trencher (Wheel Type orChain Type Having 8 Inch Bucket & Under).

Air Compressor (&/or 400 CFM or Over); Augers (Vertical & Horizontal);Compactor (Self-Propelled 84 Ft Total Drum Width & Under, or TractorMounted, Towed & Light Equipment); Crusher, Screening or Wash Plant;Farm or Industrial Type Tractor; Forklift; Generator (&/or 150 KW or Over);Greaser; High Pressure Utility Locating Machine (Daylighting Machine);Mulcher; Oiler; Post Hole Digger or Driver; Pump (3 Inch or Over) or WellPoints; Refrigeration Plant or Freeze Machine; Rock, Stone Breaker; SkidSteer Loader (With or Without Attachments); Vibratory Hammer orExtractor, Power Pack.

Work Performed on the Great Lakes Including Diver; Wet Tender orHydraulic Dredge Engineer.

Work Performed on the Great Lakes Including Crane or BackhoeOperator; Assistant Hydraulic Dredge Engineer; Hydraulic DredgeLeverman or Diver's Tender; Mechanic or Welder; 70 Ton & Over TugOperator.

Premium Increase(s):Add $.50/hr for Friction Crane, Lattice Boom or CraneCertification (CCO).

Work Performed on the Great Lakes Including Deck Equipment Operatoror Machineryman (Maintains Cranes Over 50 Tons or Backhoes 115,000Lbs. or More); Tug, Launch or Loader, Dozer or Like Equipment WhenOperated on a Barge, Breakwater Wall, Slip, Dock or Scow, DeckMachinery.


HEAVY EQUIPMENT OPERATORS SITE PREPARATION, UTILITY OR LANDSCAPING WORK ONLY


$ $ $

501 33.42 18.96 52.38

502 32.89 18.96 51.85

503 30.82 18.96 49.78

504 38.80 20.17 58.97

505 41.65 21.71 63.36

506 37.10 21.57 58.67

Page 6 of 19

Work Performed on the Great Lakes Including Deck Equipment Operator,Machineryman or Fireman (Operates 4 Units or More or Maintains Cranes50 Tons or Under or Backhoes 115,000 Lbs. or Under); Deck Hand, DeckEngineer or Assistant Tug Operator; Off Road Trucks - Great LakesONLY.



Boring Machine (Directional); Crane, Tower Crane, Pedestal Tower orDerrick, With or Without Attachments, With a Lifting Capacity of Over 100Tons, Self-Erecting Tower Crane With a Lifting Capacity of Over 4,000Lbs., Crane With Boom Dollies; Crane, Tower Crane, Pedestal Tower orDerrick, With Boom, Leads &/or Jib Lengths Measuring 176 Ft or Over;Master Mechanic.

Premium Increase(s):Add $.50/hr for >200 Ton / Add $1/hr at 300 Ton / Add$1.50/hr at 400 Ton / Add $2/hr at 500 Ton & Over.

Backhoe (Track Type) Having a Mfgr's Rated Capacity of 130,000 Lbs. orOver; Boring Machine (Horizontal or Vertical); Caisson Rig; Crane, TowerCrane, Portable Tower, Pedestal Tower or Derrick, With or WithoutAttachments, With a Lifting Capacity of 100 Tons or Under, Self-ErectingTower Crane With A Lifting Capacity Of 4,000 Lbs. & Under; Crane, TowerCrane, Portable Tower, Pedestal Tower or Derrick, With Boom, Leads&/or Jib Lengths Measuring 175 Ft or Under; Pile Driver; Versi Lifts,Tri-Lifts & Gantrys (20,000 Lbs. & Over).

Backhoe (Track Type) Having a Mfgr.'s Rated Capacity of Under 130,000Lbs., Backhoe (Mini, 15,000 Lbs. & Under); Concrete Bump Cutter,Grinder, Planing or Grooving Machine; Concrete Laser/Screed; ConcretePaver (Slipform); Concrete Pump (Over 46 Meter), Concrete Conveyor(Rotec or Bidwell Type); Concrete Slipform Placer Curb & Gutter Machine;Concrete Spreader & Distributor; Dredge (NOT Performing Work on theGreat Lakes); Forklift (Machinery Moving or Steel Erection, 25 Ft & Over);Gradall (Cruz-Aire Type); Hydro-Blaster (10,000 PSI or Over); MillingMachine; Skid Rig; Traveling Crane (Bridge Type).

Air, Track, Rotary or Percussion Drilling Machine &/or Hammers, Blaster;Bulldozer or Endloader (Over 40 hp); Compactor (Self-Propelled 85 FtTotal Drum Width & Over, or Tractor Mounted, Towed & Light Equipment);Concrete Pump (46 Meter & Under), Concrete Conveyor (Rotec or BidwellType); Crane (Carry Deck, Mini) or Truck Mounted Hydraulic Crane (10Tons or Under); Environmental Burner; Gantrys (Under 20,000 Lbs.);Grader or Motor Patrol; High Pressure Utility Locating Machine(Daylighting Machine); Manhoist; Material or Stack Hoist; Mechanic orWelder; Railroad Track Rail Leveling Machine, Tie Placer, Extractor,Tamper, Stone Leveler or Rehabilitation Equipment; Roller (Over 5 Ton);Scraper (Self Propelled or Tractor Drawn) 5 cu yd or More Capacity;Screed (Milling Machine); Sideboom; Straddle Carrier or Travel Lift; Tiningor Curing Machine; Tractor (Scraper, Dozer, Pusher, Loader); Tractor orTruck Mounted Hydraulic Backhoe; Tractor or Truck Mounted HydraulicCrane (10 Tons or Under); Trencher (Wheel Type or Chain Type HavingOver 8-Inch Bucket).


507 34.50 20.04 54.54

HEAVY EQUIPMENT OPERATORS EXCLUDING SITE PREPARATION, UTILITY, PAVING LANDSCAPING WORK


$ $ $

508 35.62 18.96 54.58

509 36.35 6.95 43.30

510 33.42 18.96 52.38

511 32.89 18.96 51.85

Page 7 of 19



Backfiller; Broom or Sweeper; Bulldozer or Endloader (Under 40 hp);Compactor (Self-Propelled 84 Ft Total Drum Width & Under, or TractorMounted, Towed & Light Equipment); Concrete Batch Plant, BatchHopper; Concrete Breaker (Large, Auto, Vibratory/Sonic, Manual orRemote); Concrete Conveyor System; Concrete Finishing Machine (RoadType); Fireman (Pile Driver & Derrick NOT Performing Work on the GreatLakes); Grout Pump; Hoist (Tugger, Automatic); Industrial Locomotives;Jeep Digger; Lift Slab Machine; Mulcher; Roller (Rubber Tire, 5 Ton orUnder); Screw or Gypsum Pumps; Stabilizing or Concrete Mixer(Self-Propelled or 14S or Over); Stump Chipper; Trencher (Wheel Type orChain Type Having 8-Inch Bucket & Under); Winches & A-Frames.

Air Compressor (&/or 400 CFM or Over); Air, Electric or Hydraulic JackingSystem; Augers (Vertical & Horizontal); Boatmen (NOT Performing Workon the Great Lakes); Boiler (Temporary Heat); Crusher, Screening orWash Plant; Elevator; Farm or Industrial Type Tractor; Fireman (AsphaltPlant NOT Performing Work on the Great Lakes); Forklift; Generator (&/or150 KW or Over); Greaser; Heaters (Mechanical); Loading Machine(Conveyor); Oiler; Post Hole Digger or Driver; Prestress Machine; Pump(3 Inch or Over) or Well Points; Refrigeration Plant or Freeze Machine;Robotic Tool Carrier (With or Without Attachments); Rock, Stone Breaker;Skid Steer Loader (With or Without Attachments); Vibratory Hammer orExtractor, Power Pack.

Gas or Utility Pipeline, Except Sewer & Water (Primary Equipment).

Gas or Utility Pipeline, Except Sewer & Water (Secondary Equipment).Future Increase(s):

Add $1.60/hr on 06/01/2014; Add $1.65/hr on06/01/2015.

Fiber Optic Cable EquipmentFuture Increase(s):

Add $1.75/hr on 02/01/2014.



$ $ $

512 30.82 18.96 49.78

513 24.19 17.89 42.08

514 36.34 21.14 57.48

515 32.32 18.55 50.87

516 27.89 17.20 45.09

Page 8 of 19

Includes those projects that primarily involve public sewer or water distribution, transmission or collection systems andrelated tunnel work (excluding buildings).



Bricklayer, Blocklayer or StonemasonPremium Increase(s):


CarpenterFuture Increase(s):

Add $1.25/hr on 6/2/2014.Premium Increase(s):

DOT PREMIUM: Pay two times the hourly basic rate onSunday, New Year's Day, Memorial Day, IndependenceDay, Labor Day, Thanksgiving Day & Christmas Day.

Cement FinisherFuture Increase(s):

Add $1.87 on 6/1/14; Add $1.87 on 6/1/15; Add $1.75on 6/1/16.

Premium Increase(s):DOT PREMIUMS: 1) Pay two times the hourly basicrate on Sunday, New Year's Day, Memorial Day,Independence Day, Labor Day, Thanksgiving Day &Christmas Day. 2) Add $1.40/hr when the WisconsinDepartment of Transportation or responsible governingagency requires that work be performed at night underartificial illumination with traffic control and the work iscompleted after sunset and before sunrise.

ElectricianPremium Increase(s):


Fence Erector

Ironworker



Piledriver

Plumber

Steamfitter

Teledata Technician or Installer


SEWER, WATER OR TUNNEL CONSTRUCTION

SKILLED TRADES


$ $ $

103 35.10 18.40 53.50

105 33.68 19.81 53.49

107 33.51 16.13 49.64

109 32.82 22.61 55.43

111 24.72 0.00 24.72

116 31.25 19.46 50.71

118 38.25 17.31 55.56

125 16.00 7.35 23.35

126 30.98 15.90 46.88

130 33.75 14.07 47.82

135 42.45 16.71 59.16

137 21.89 11.85 33.74

Page 9 of 19





Well Driller or Pump Installer









Three or More Axle



Truck Mechanic



General LaborerPremium Increase(s):

Add $.20 for blaster, bracer, manhole builder, caulker,bottomman and power tool; Add $.55 for pipelayer; Add$1.00 for tunnel work 0-15 lbs. compressed air; Add$2.00 for over 15-30 lbs. compressed air; Add $3.00 forover 30 lbs. compressed air.

Landscaper

Flagperson or Traffic Control Person

Fiber Optic Laborer (Outside, Other Than Concrete Encased)




$ $ $

143 35.25 13.15 48.40

144 38.80 20.17 58.97

146 25.32 15.65 40.97

150 29.16 14.34 43.50

151 30.60 14.86 45.46

152 26.78 13.63 40.41

153 24.86 12.97 37.83

154 21.75 12.70 34.45

TRUCK DRIVERS


$ $ $

201 30.00 15.00 45.00

203 16.00 7.35 23.35

204 32.89 18.96 51.85

205 16.00 7.35 23.35

207 16.00 7.35 23.35

LABORERS


$ $ $

301 25.60 14.62 40.22

303 25.28 11.46 36.74

304 24.70 10.72 35.42

311 18.31 12.67 30.98

314 23.46 3.30 26.76

Page 10 of 19



Backhoe (Track Type) Having a Mfgr.'s Rated Capacity of 130,000 Lbs. orOver; Caisson Rig; Crane, Tower Crane, Pedestal Tower or Derrick, WithBoom, Leads &/or Jib Lengths Measuring 176 Ft or Over; Crane, TowerCrane, Pedestal Tower or Derrick, With or Without Attachments, With aLifting Capacity of Over 100 Tons, Self-Erecting Tower Crane With aLifting Capacity Of Over 4,000 Lbs., Crane With Boom Dollies; MasterMechanic; Pile Driver.

Premium Increase(s):Add $.25/hr for all >45 Ton lifting capacity cranes

Backhoe (Track Type) Having a Mfgr.'s Rated Capacity of Under 130,000Lbs., Backhoe (Mini, 15,000 Lbs. & Under); Boring Machine (Directional);Concrete Bump Cutter, Grinder, Planing or Grooving Machine; ConcreteLaser/Screed; Concrete Paver (Slipform); Concrete Pump (Over 46Meter), Concrete Conveyor (Rotec or Bidwell Type); Concrete Spreader &Distributor; Crane, Tower Crane, Portable Tower, Pedestal Tower orDerrick, With Boom, Leads &/or Jib Lengths Measuring 175 Ft or Under;Crane, Tower Crane, Portable Tower, Pedestal Tower or Derrick, With orWithout Attachments, With a Lifting Capacity of 100 Tons or Under,Self-Erecting Tower Crane With a Lifting Capacity of 4,000 Lbs. & Under;Dredge (NOT Performing Work on the Great Lakes); Milling Machine; SkidRig; Telehandler; Traveling Crane (Bridge Type).

Air Track, Rotary or Percussion Drilling Machine &/or Hammers, Blaster;Boring Machine (Horizontal or Vertical); Bulldozer or Endloader (Over 40hp); Crane (Carry Deck, Mini) or Truck Mounted Hydraulic Crane (10 Tonsor Under); Concrete Pump (46 Meter & Under), Concrete Conveyor (Rotecor Bidwell Type); Concrete Slipform Placer Curb & Gutter Machine;Gradall (Cruz-Aire Type); Grader or Motor Patrol; Hydro-Blaster (10,000PSI or Over); Manhoist; Material or Stack Hoist; Mechanic or Welder;Roller (Over 5 Ton); Scraper (Self Propelled or Tractor Drawn) 5 cu yd orMore Capacity; Screed (Milling Machine); Sideboom; Straddle Carrier orTravel Lift; Tractor (Scraper, Dozer, Pusher, Loader); Tractor or TruckMounted Hydraulic Backhoe; Tractor or Truck Mounted Hydraulic Crane(10 Tons or Under); Trencher (Wheel Type or Chain Type Having Over8-Inch Bucket).


HEAVY EQUIPMENT OPERATORS SEWER, WATER OR TUNNEL WORK


$ $ $

521 34.62 18.96 53.58

522 33.42 18.96 52.38

523 32.89 18.96 51.85

Page 11 of 19



Backfiller; Broom or Sweeper; Bulldozer or Endloader (Under 40 hp);Compactor (Self-Propelled 85 Ft Total Drum Width & Over, or TractorMounted, Towed & Light Equipment); Concrete Batch Plant, BatchHopper; Concrete Breaker (Large, Auto, Vibratory/Sonic, Manual orRemote); Concrete Conveyor System; Concrete Finishing Machine (RoadType); Environmental Burner; Fireman (Pile Driver & Derrick NOTPerforming Work on the Great Lakes); Forestry Equipment, Timbco, TreeShear, Tub Grinder, Processor; Hoist (Tugger, Automatic); Grout Pump;Jeep Digger; Lift Slab Machine; Mulcher; Power Subgrader; Pump (3 Inchor Over) or Well Points; Robotic Tool Carrier (With or WithoutAttachments); Roller (Rubber Tire, 5 Ton or Under); Screw or GypsumPumps; Stabilizing or Concrete Mixer (Self-Propelled or 14S or Over);Stump Chipper; Tining or Curing Machine; Trencher (Wheel Type or ChainType Having 8-Inch Bucket & Under); Winches & A-Frames.

Future Increase(s):Add $1.05/hr on 6/2/2014; Add $1.55/hr on 6/1/2015.

Premium Increase(s):Add $.25/hr for operating tower crane.

Air Compressor (&/or 400 CFM or Over); Air, Electric or Hydraulic JackingSystem; Augers (Vertical & Horizontal); Compactor (Self-Propelled 84 FtTotal Drum Width & Under, or Tractor Mounted, Towed & LightEquipment); Crusher, Screening or Wash Plant; Farm or Industrial TypeTractor; Fireman (Asphalt Plant NOT Performing Work on the GreatLakes); Generator (&/or 150 KW or Over); Heaters (Mechanical); HighPressure Utility Locating Machine (Daylighting Machine); Loading Machine(Conveyor); Post Hole Digger or Driver; Refrigeration Plant or FreezeMachine; Rock, Stone Breaker; Skid Steer Loader (With or WithoutAttachments); Vibratory Hammer or Extractor, Power Pack.

Boiler (Temporary Heat); Forklift; Greaser; Oiler.


Work Performed on the Great Lakes Including 70 Ton & Over TugOperator; Assistant Hydraulic Dredge Engineer; Crane or BackhoeOperator; Hydraulic Dredge Leverman or Diver's Tender; Mechanic orWelder.

Work Performed on the Great Lakes Including Deck Equipment Operatoror Machineryman (Maintains Cranes Over 50 Tons or Backhoes 115,000Lbs. or More); Tug, Launch or Loader, Dozer or Like Equipment WhenOperated on a Barge, Breakwater Wall, Slip, Dock or Scow, DeckMachinery.

Work Performed on the Great Lakes Including Deck Equipment Operator;Machineryman or Fireman (Operates 4 Units or More or Maintains Cranes50 Tons or Under or Backhoes 115,000 Lbs. or Under), Deck Hand, DeckEngineer or Assistant Tug Operator; Off Road Trucks - Great LakesONLY.



$ $ $

524 35.11 19.45 54.56

525 30.19 20.94 51.13

526 24.19 17.89 42.08

527 38.80 20.17 58.97

528 38.80 20.17 58.97

529 34.50 20.04 54.54

530 34.50 20.04 54.54

Page 12 of 19

Includes roads, streets, alleys, trails, bridges, paths, racetracks, parking lots and driveways (except residential oragricultural), public sidewalks or other similar projects (excluding projects awarded by the Wisconsin Department ofTransportation).



Bricklayer, Blocklayer or Stonemason

Carpenter

Cement Finisher

Electrician

Fence Erector

Ironworker


Painter


Piledriver

Roofer or Waterproofer

Teledata Technician or Installer












LOCAL STREET OR MISCELLANEOUS PAVING CONSTRUCTION

SKILLED TRADES


$ $ $

103 32.01 17.35 49.36

105 32.93 19.93 52.86

107 31.48 15.68 47.16

109 31.27 22.81 54.08

111 24.72 0.00 24.72

116 31.25 19.46 50.71

118 38.25 17.31 55.56

124 24.50 16.60 41.10

125 30.00 0.00 30.00

126 30.98 15.90 46.88

133 29.40 6.25 35.65

137 21.89 11.85 33.74

143 35.25 13.15 48.40

144 38.80 20.17 58.97

150 34.43 15.24 49.67

151 30.60 14.86 45.46

152 26.78 13.63 40.41

153 24.86 12.97 37.83

154 21.75 12.70 34.45

TRUCK DRIVERS


$ $ $

201 30.00 15.00 45.00

Page 13 of 19



Three or More Axle



Shadow or Pilot Vehicle

Truck Mechanic



General Laborer

LandscaperFuture Increase(s):

Add $1.60/hr on 6/1/14.Premium Increase(s):

DOT PREMIUMS: 1) Pay two times the hourly basicrate on Sunday, New Year's Day, Memorial Day,Independence Day, Labor Day, Thanksgiving Day &Christmas Day. 2) Add $1.25/hr for work on projectsinvolving temporary traffic control setup, for lane andshoulder closures, when work under artificial illuminationconditions is necessary as required by the projectprovisions (including prep time prior to and/or cleanupafter such time period).

Flagperson or Traffic Control Person

Fiber Optic Laborer (Outside, Other Than Concrete Encased)




$ $ $

203 17.00 0.00 17.00

204 32.89 18.96 51.85

205 17.00 0.00 17.00

206 30.00 15.00 45.00

207 17.00 0.00 17.00

LABORERS


$ $ $

301 28.07 13.25 41.32

303 29.04 14.63 43.67

304 24.70 10.72 35.42

311 18.31 12.67 30.98

314 23.46 3.30 26.76

Page 14 of 19



Crane, Tower Crane, Pedestal Tower or Derrick, With or WithoutAttachments, With a Lifting Capacity of Over 100 Tons, Self-ErectingTower Crane With a Lifting Capacity Of Over 4,000 Lbs., Crane WithBoom Dollies; Crane, Tower Crane, Pedestal Tower or Derrick, WithBoom, Leads &/or Jib Lengths Measuring 176 Ft or Over; MasterMechanic.

Future Increase(s):Add $1.75/hr on 6/1/2014); Add $1.25/hr on 6/1/2015);Add $1.30/hr on 6/1/2016); Add $1.25/hr on 6/1/2017.

Premium Increase(s):DOT PREMIUMS: 1) Pay two times the hourly basicrate on Sunday, New Year's Day, Memorial Day,Independence Day, Labor Day, Thanksgiving Day &Christmas Day. 2) Add $1.50/hr night work premium.See DOT'S website for details about the applicability ofthis night work premium at: http://www.dot.wi.gov/business/civilrights/laborwages/pwc.htm.

Backhoe (Track Type) Having a Mfgr.'s Rated Capacity of 130,000 Lbs. orOver; Caisson Rig; Crane, Tower Crane, Portable Tower, Pedestal Toweror Derrick, With or Without Attachments, With a Lifting Capacity of 100Tons or Under, Self-Erecting Tower Crane With a Lifting Capacity of 4,000Lbs. & Under; Crane, Tower Crane Portable Tower, Pedestal Tower orDerrick, With Boom, Leads &/or Jib Lengths Measuring 175 Ft or Under;Dredge (NOT Performing Work on the Great Lakes); Licensed Boat Pilot(NOT Performing Work on the Great Lakes); Pile Driver.




HEAVY EQUIPMENT OPERATORS CONCRETE PAVEMENT OR BRIDGE WORK


$ $ $

541 36.72 20.40 57.12

542 36.22 20.40 56.62

Page 15 of 19



Air Track, Rotary or Percussion Drilling Machine &/or Hammers, Blaster;Automatic Subgrader (Concrete); Backhoe (Track Type) Having a Mfgr.'sRated Capacity of Under 130,000 Lbs., Backhoe (Mini, 15,000 Lbs. &Under); Boring Machine (Directional, Horizontal or Vertical); Bridge(Bidwell) Paver; Bulldozer or Endloader; Concrete Batch Plant, BatchHopper; Concrete Breaker (Large, Auto, Vibratory/Sonic, Manual orRemote); Concrete Bump Cutter, Grinder, Planing or Grooving Machine;Concrete Conveyor System; Concrete Laser/Screed; Concrete Paver(Slipform); Concrete Pump, Concrete Conveyor (Rotec or Bidwell Type);Concrete Slipform Placer Curb & Gutter Machine; Concrete Spreader &Distributor; Crane (Carry Deck, Mini) or Truck Mounted Hydraulic Crane(10 Tons or Under); Crane With a Lifting Capacity of 25 Tons or Under;Forestry Equipment, Timbco, Tree Shear, Tub Grinder, Processor; Gradall(Cruz-Aire Type); Grader or Motor Patrol; Grout Pump; Hydro-Blaster(10,000 PSI or Over); Loading Machine (Conveyor); Manhoist; Material orStack Hoist; Mechanic or Welder; Milling Machine; Post Hole Digger orDriver; Scraper (Self Propelled or Tractor Drawn) 5 cu yds or MoreCapacity; Shoulder Widener; Sideboom; Skid Rig; Stabilizing or ConcreteMixer (Self-Propelled or 14S or Over); Straddle Carrier or Travel Lift;Tractor (Scraper, Dozer, Pusher, Loader); Tractor or Truck MountedHydraulic Backhoe; Trencher (Wheel Type or Chain Type); Tube Finisher;Tugger (NOT Performing Work on the Great Lakes); Winches &A-Frames.



Backfiller; Belting, Burlap, Texturing Machine; Broom or Sweeper;Compactor (Self-Propelled or Tractor Mounted, Towed & LightEquipment); Concrete Finishing Machine (Road Type); EnvironmentalBurner; Farm or Industrial Type Tractor; Fireman (Pile Driver & DerrickNOT Performing Work on the Great Lakes); Forklift; Greaser; Jeep Digger;Joint Sawer (Multiple Blade); Launch (NOT Performing Work on the GreatLakes); Lift Slab Machine; Mechanical Float; Mulcher; Power Subgrader;Robotic Tool Carrier (WIth or Without Attachments); Self Propelled ChipSpreader; Shouldering Machine; Skid Steer Loader (With or WithoutAttachments); Telehandler; Tining or Curing Machine.

Air Compressor (&/or 400 CFM or Over); Air, Electric or Hydraulic JackingSystem; Automatic Belt Conveyor & Surge Bin; Boiler (Temporary Heat);Concrete Proportioning Plant; Crusher, Screening or Wash Plant;Generator (&/or 150 KW or Over); Heaters (Mechanical); High PressureUtility Locating Machine (Daylighting Machine); Mudjack; Oiler; PrestressMachine; Pug Mill; Pump (3 Inch or Over) or Well Points; Rock, StoneBreaker; Screed (Milling Machine); Stump Chipper; Tank Car Heaters;Vibratory Hammer or Extractor, Power Pack.

Fiber Optic Cable Equipment.



$ $ $

543 35.72 20.40 56.12

544 33.96 19.79 53.75

545 30.32 18.46 48.78

546 26.69 16.65 43.34

Page 16 of 19




Work Performed on the Great Lakes Including 70 Ton & Over TugOperator; Assistant Hydraulic Dredge Engineer; Crane or BackhoeOperator; Hydraulic Dredge Leverman or Diver's Tender; Mechanic orWelder.

Work Performed on the Great Lakes Including Deck Equipment Operatoror Machineryman (Maintains Cranes Over 50 Tons or Backhoes 115,000Lbs. or more); Tug, Launch or Loader, Dozer or Like Equipment WhenOperated on a Barge, Breakwater Wall, Slip, Dock or Scow, DeckMachinery.

Work Performed on the Great Lakes Including Deck Equipment Operator;Machineryman or Fireman (Operates 4 Units or More or Maintains Cranes50 Tons or Under or Backhoes 115,000 Lbs. or Under); Deck Hand, DeckEngineer or Assistant Tug Operator; Off Road Trucks - Great LakesONLY.



Crane, Tower Crane, Pedestal Tower or Derrick, With or WithoutAttachments, With a Lifting Capacity of Over 100 Tons, Self ErectingTower Crane With a Lifting Capacity of Over 4,000 Lbs., Crane With BoomDollies; Crane, Tower Crane, Pedestal Tower or Derrick, With Boom,Leads and/or Jib Lengths Measuring 176 Ft or Over; Master Mechanic.

Backhoe (Track Type) Having a Mfgr.'s Rated Capacity of 130,000 Lbs. orOver; Caisson Rig; Crane, Tower Crane, Portable Tower, Pedestal Toweror Derrick, With or Without Attachments, With a Lifting Capacity of 100Tons or Under, Self-Erecting Tower Crane With a Lifting Capacity Of4,000 Lbs. & Under; Crane, Tower Crane, Portable Tower, PedestalTower or Derrick, With Boom, Leads &/or Jib Lengths Measuring 175 Ft orUnder; Dredge (NOT Performing Work on the Great Lakes); LicensedBoat Pilot (NOT Performing Work on the Great Lakes); Pile Driver.





$ $ $

547 38.80 20.17 58.97

548 38.80 20.17 58.97

549 34.50 20.04 54.54

550 34.50 20.04 54.54

HEAVY EQUIPMENT OPERATORS ASPHALT PAVEMENT OR OTHER WORK


$ $ $

551 35.12 18.46 53.58

552 36.22 20.40 56.62

Page 17 of 19



Air, Track, Rotary or Percussion Drilling Machine &/or Hammers, Blaster;Asphalt Heater, Planer & Scarifier; Asphalt Milling Machine; AsphaltScreed; Backhoe (Track Type) Having a Mfgr.'s Rated Capacity of Under130,000 Lbs., Backhoe (Mini, 15,000 Lbs. & Under); Bituminous (Asphalt)Plant & Paver, Screed; Boring Machine (Directional, Horizontal orVertical); Bulldozer or Endloader; Concrete Breaker (Large, Auto,Vibratory/Sonic, Manual or Remote); Concrete Conveyor System;Concrete Laser/Screed; Concrete Slipform Placer Curb & Gutter Machine;Crane (Carry Deck, Mini) or Truck Mounted Hydraulic Crane (10 Tons orUnder); Crane With a Lifting Capacity of 25 Tons or Under; ForestryEquipment, Timbco, Tree Shear, Tub Grinder, Processor; Gradall(Cruz-Aire Type); Grader or Motor Patrol; Hydro-Blaster (10,000 PSI orOver); Loading Machine (Conveyor); Manhoist; Material or Stack Hoist;Mechanic or Welder; Milling Machine; Post Hole Digger or Driver; RailroadTrack Rail Leveling Machine, Tie Placer, Extractor, Tamper, Stone Leveleror Rehabilitation Equipment; Roller (Over 5 Ton); Scraper (Self Propelledor Tractor Drawn) 5 cu yds or More Capacity; Shoulder Widener;Sideboom; Skid Rig; Stabilizing or Concrete Mixer (Self-Propelled or 14Sor Over); Tractor (Scraper, Dozer, Pusher, Loader); Tractor or TruckMounted Hydraulic Backhoe; Trencher (Wheel Type or Chain Type); TubeFinisher; Tugger (NOT Performing Work on the Great Lakes); Winches &A-Frames.

Backfiller; Broom or Sweeper; Compactor (Self-Propelled or TractorMounted, Towed & Light Equipment); Concrete Finishing Machine (RoadType); Environmental Burner; Farm or Industrial Type Tractor; Fireman(Asphalt Plant, Pile Driver & Derrick NOT Performing Work on the GreatLakes); Forklift; Greaser; Hoist (Tugger, Automatic); Jeep Digger; JointSawer (Multiple Blade); Launch (NOT Performing Work on the GreatLakes); Lift Slab Machine; Mechanical Float; Mulcher; Power Subgrader;Robotic Tool Carrier (With or Without Attachments); Roller (Rubber Tire, 5Ton or Under); Self-Propelled Chip Spreader; Shouldering Machine; SkidSteer Loader (With or Without Attachments); Telehandler.

Air Compressor (&/or 400 CFM or Over); Air, Electric or Hydraulic JackingSystem; Augers (Vertical & Horizontal); Automatic Belt Conveyor & SurgeBin; Boiler (Temporary Heat); Crusher, Screening or Wash Plant;Generator (&/or 150 KW or Over); Heaters (Mechanical); High PressureUtility Locating Machine (Daylighting Machine); Mudjack; Oiler; PrestressMachine; Pug Mill; Pump (3 Inch or Over) or Well Points; Rock, StoneBreaker; Screed (Milling Machine); Stump Chipper; Tank Car Heaters;Vibratory Hammer or Extractor, Power Pack.



Fiber Optic Cable Equipment.



$ $ $

553 32.89 18.96 51.85

554 33.67 19.48 53.15

555 35.17 20.40 55.57

556 26.69 16.65 43.34

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*************************************************************** END OF RATES ***************************************************************

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