addendum 3.pdfpurchasing department request for tender no. 1808 college park reservoir duplicate...

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PURCHASING DEPARTMENT REQUEST FOR TENDER No. 1808 College Park Reservoir Duplicate Water Supply Main Addendum No. 3 September 15, 2016 This addendum shall be read in conjunction with and considered as an integral part of the Request for Tender No. 1808. Revisions supersede the information contained in the original Request for Tender No. 1808 or previously issued Addendum. No consideration will be allowed for any extras due to any Proponent not being familiar with the contents of this Addendum. Item No. Description 1 DELETE: Devoe Bar-Rust 234P (interior lining) REPLACE WITH: Lifelast Durashield 310-61 as interior lining (factory application). Lifelast Durashield 310-61 JARS as hand applied touch up system (field repair). 2 DELETE: Specifications Section 5 Item 5.22.3 (c) second paragraph: “The interior surface…….., in conformance with AWWA C210 and ANSI/NSF61.” And Thicknesses: “Interior of pipe and fittings-508 um (20 mils) DFT, minimum, per AWWA C210.” REPLACE WITH: “The interior surface (lining) of the steel pipe, steel specials, and steel fittings shall be cleaned and lined with an approved polyurethane (LifeLast Inc. DuraShield 310-61, 310-JARs or approved alternate), in conformance with AWWA C222 and ANSI/NSF61.” And: “Interior of pipe and fittings-508 um (20 mils) DFT, minimum, per AWWA C222.” 3 DELETE: Original pass holes locations on 2117 Sta to Sta with Elev Data Sheet. REPLACE WITH: Proposed pass holes locations on PIPE SCHEDULE WITH PASS HOLE ID 4 UPDATE: Revised pipe delivery schedule. End of Addendum 3

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Page 1: Addendum 3.pdfPURCHASING DEPARTMENT REQUEST FOR TENDER No. 1808 College Park Reservoir Duplicate Water Supply Main Addendum No. 3 September 15, 2016 This addendum shall be read in

PURCHASING DEPARTMENT

REQUEST FOR TENDER No. 1808

College Park Reservoir Duplicate Water Supply Main

Addendum No. 3

September 15, 2016

This addendum shall be read in conjunction with and considered as an integral part of the Request for Tender No. 1808. Revisions supersede the information contained in the original Request for Tender No. 1808 or previously issued Addendum. No consideration will be allowed for any extras due to any Proponent not being familiar with the contents of this Addendum. Item No. Description

1 DELETE: Devoe Bar-Rust 234P (interior lining) REPLACE WITH: Lifelast Durashield 310-61 as interior lining (factory application). Lifelast Durashield 310-61 JARS as hand applied touch up system (field repair).

2 DELETE: Specifications Section 5 Item 5.22.3 (c) second paragraph: “The interior surface…….., in conformance with AWWA C210 and ANSI/NSF61.” And Thicknesses: “Interior of pipe and fittings-508 um (20 mils) DFT, minimum, per AWWA C210.” REPLACE WITH: “The interior surface (lining) of the steel pipe, steel specials, and steel fittings shall be cleaned and lined with an approved polyurethane (LifeLast Inc. DuraShield 310-61, 310-JARs or approved alternate), in conformance with AWWA C222 and ANSI/NSF61.” And: “Interior of pipe and fittings-508 um (20 mils) DFT, minimum, per AWWA C222.”

3 DELETE: Original pass holes locations on 2117 Sta to Sta with Elev Data Sheet. REPLACE WITH: Proposed pass holes locations on PIPE SCHEDULE WITH PASS HOLE ID

4 UPDATE: Revised pipe delivery schedule.

End of Addendum 3

Page 2: Addendum 3.pdfPURCHASING DEPARTMENT REQUEST FOR TENDER No. 1808 College Park Reservoir Duplicate Water Supply Main Addendum No. 3 September 15, 2016 This addendum shall be read in

1

Phil J. Cook

Subject: FW: Nanaimo shipping schedule

Importance: High

From: Kevin Arscott [mailto:[email protected]] Sent: September-14-16 10:04 AM To: Phil J. Cook <[email protected]> Cc: Kevin Arscott <[email protected]> Subject: FW: Nanaimo shipping schedule Importance: High Phil, Below is the revised schedule. Please let us know if you require anything further. Respectfully,

Kevin Arscott,

Account Manager Corix Water Products, 2622 Beverly Street, Duncan, BC V9L 3C7 Cell 250 713-5696 | Office 250 746-8877 | Fax 250 746-8335

Kevin, This is the revised shipping schedule. We will need to get the formal lining change approval today to meet this schedule. 9 PCS 10-3 9 PCS 10-4 9 PCS 10-5 FAB 10-17 FAB 10-18 9 PCS 11-2 9 PCS 11-3 FAB 11-4 9 PCS 11-7 7 PCS 11-8

Thanks, Dan Gilmore

Page 3: Addendum 3.pdfPURCHASING DEPARTMENT REQUEST FOR TENDER No. 1808 College Park Reservoir Duplicate Water Supply Main Addendum No. 3 September 15, 2016 This addendum shall be read in

PC NO DESCRIPTION CHANGED STATIONS

EXIST. BEGIN AT EXIST. BF PASS HOLEPC001 FLG X FLG SPOOLBFV FLG @ BFVDMJ FLG @ DMJ

PC002 PE 0.2 VERT. DEFLECTIONPC003 40' STD JTPC004 ACCESS HATCH @ 0+020.00PC005 60' STD JTPC006 60' STD JT PASS HOLEPC007 60' STD JTPC008 40' STD JT w/Pass HolePC009 30.3 HORIZ. BEND RT PC009 PE DV+0.55PC010 60' STD JT PASS HOLEPC011 60' STD JTPC012 40' STD JTPC013 41.8° HORIZ. BEND/3.66° VERTPC013 PE DV-0.05°PC014 60' STD JT DV-0.94° PASS HOLEPC015 40' STD JT DHR1.00°

PC015A 20' STD JT w/Pass Hole DV -1.45°/DHR 1.39°PC016 40' STD JT DHR1.31°

PC016A 20' STD JT DV-1.05°/DHR1.24°PC017 40' STD JT DHR1.50°

PC017A 20' STD JT DV-0.53°/DHR1.43°PC018 60' STD JT PASS HOLEPC019 60' STD JTPC020 60' STD JT w/Pass Hole PASS HOLEPC021 ACCESS HATCH @ 0+270.00 DV+0.29°/DHR1.5°PC022 60' STD JT DV+ 0.13°/DHR 0.55° PASS HOLEPC023 60' STD JT DHR 0.18°PC024 60' STD JT DV+ 0.40°/DHR 0.73° PASS HOLEPC025 60' STD JT DHR 0.82°PC026 60' STD JT w/Pass Hole DHR 0.14° PASS HOLEPC027 60' STD JTPC028 60' STD JT PASS HOLEPC029 60' STD JTPC030 60' STD JT PASS HOLEPC031 60' STD JT w/Pass HolePC032 60' STD JT PASS HOLEPC033 60' STD JTPC034 60' STD JT PASS HOLEPC035 20' STD JTPC036 ACCESS HATCH @ 0+520.00PC037 60' STD JT w/Pass HolePC038 60' STD JT DV-0.46° PASS HOLEPC039 60' STD JT DV-0.39°PC040 60' STD JT PASS HOLEPC041 60' STD JTPC042 60' STD JT w/Pass Hole PASS HOLEPC043 60' STD JTPC044 5.3° VERT. BEND w/ 100Φ AV

Page 4: Addendum 3.pdfPURCHASING DEPARTMENT REQUEST FOR TENDER No. 1808 College Park Reservoir Duplicate Water Supply Main Addendum No. 3 September 15, 2016 This addendum shall be read in

PC044 PEPC045 60' STD JTPC046 20' STD JTPC047 5.5 HORIZ BEND RTPC047 PEPC048 20' STD JTPC049 4.6° VERT BENDPC049 PEPC050 7.5 VERT BEND w/BD@0+693.95PC050 PEPC051 60' STD JT w/Pass Hole PASS HOLEPC052 VERT BENDPC052 PEPC053 60' STD JTPC054 60' STD JT DV-0.70° PASS HOLEPC055 60' STD JT DV-0.81°PC056 ACCESS HATCH @ 0+770.00PC057 60' STD JTPC058 60' STD JT w/Pass Hole PASS HOLEPC059 60' STD JTPC060 60' STD JT PASS HOLEPC061 10.6° HORIZ BEND LTPC061 PEPC062 40' STD JTPC063 37.1° HORIZ BEND LTPC063 PEPC064 4.8° VERT BENDPC064 PEPC065 60' STD JT w/Pass HolePC066 60' STD JT PASS HOLEPC067 60' STD JTPC068 39.3° HORIZ. BEND RT/VERT. 33.71°PC068 PEPC069 37.34° VERT BENDPC069 PEPC070 60' STD JT PASS HOLEPC071 3.2° VERT BENDPC071 PEPC072 60' STD JT w/Pass Hole PASS HOLEPC073 60' STD JTPC074 40' STD JTPC075 4.3° VERT BENDPC075 PEPC076 PE w/ Acess Hatch @ 1+010PC077 45° HORIZ BENDPC077 PEPC078 5.5° VERT BENDPC078 PEPC079 20' STD JTPC080 SPOOL w/ 300 TEE @ 1+029.01PC081 20' STD JTPC082 45.3° H & 2.4° V Comb. BendPC082 PEPC083 60' STD JT w/Pass HolePC084 7.27° VERT BEND

Page 5: Addendum 3.pdfPURCHASING DEPARTMENT REQUEST FOR TENDER No. 1808 College Park Reservoir Duplicate Water Supply Main Addendum No. 3 September 15, 2016 This addendum shall be read in

PC084 PEPC085 60' STD JTPC086 40' STD JTPC087 2.42° VERT BENDPC087 PEPC088 60' STD JT PASS HOLEPC089 60' STD JT DV-0.80° (CONFIRMED)PC090 20' STD JT DV-0.96° (CONFIRMED)PC091 20' STD JT w/Pass Hole DV-1.12° (CONFIRMED)PC092 20' STD JT DV-1.20°PC093 20' STD JT DV-0.66°PC094 20' STD JT DV-0.43°PC095 20' STD JT DV-0.69°PC096 40' STD JTPC097 6.6° VERT BEND w/ AVPC097 PEPC098 60' STD JTPC099 60' STD JT w/Pass HolePC100 60' STD JT PASS HOLEPC101 20' STD JTPC102 SPOOL w/Access Hatch @ 1+250PC103 40' STD JTPC104 15° HORIZ BEND RTPC104 PEPC105 60' STD JTPC106 60' STD JT PASS HOLEPC107 20' STD JT w/Pass HolePC108 9.57° VERT BENDPC108 PEPC109 20' STD JTPC110 7.4° H LT & 9.0° V Comb BendPC110 PEPC111 60' STD JTPC112 60' STD JT PASS HOLEPC113 20' STD JTPC114 7.8° H & 0.4° V Comb BendPC114 PEPC115 60' STD JT w/Pass HolePC116 60' STD JT PASS HOLEPC117 60' STD JTPC118 40' STD JTPC119 1.5° V & ARV DV-1.45°PC119 PE DV-0.73°PC120 60' STD JT w/Pass Hole PASS HOLEPC121 60' STD JTPC122 20' STD JTPC123 90° HORIZ BENDPC123 PEPC124 Acess Hatch @1+495.00PC125 FLGXPE Spool w/150Φ flg'd outlet

BFV FLG TO FLGDMJ FLG TO FLG

PC126 FLGXPE Spool w/150Φ flg'd outlet

PC127 49.4° HORIZ. RT & 1.8° VERTPC127 PE

Page 6: Addendum 3.pdfPURCHASING DEPARTMENT REQUEST FOR TENDER No. 1808 College Park Reservoir Duplicate Water Supply Main Addendum No. 3 September 15, 2016 This addendum shall be read in

PC128 40' STD JTPC129 4.7° VERT.PC129 PEPC130 40' STD JTPC131 32.59° HORIZ LTPC131 PEPC132 16.85° HORIZ. LT & 5.7° VERTPC132 PEPC133 FLG X PE SPOOLDMJ FLG TO FLGBFV FLG TO FLG

PC134 90° HORIZ BEND RTPC134 PEPC135 PI OF TEEPC135 CENTER OF CLPGPC136 CENTER OF BS

SECTION A info:PC135 PI OF TEEPC135 PE (LEG OF TEE)PC137 PI OF HORIZ BEND 20.0° RT/VERT. 2.02°PC137 PEPC138 CENTER OF CLPGPC139 HARN ON EXIST PIPE

Page 7: Addendum 3.pdfPURCHASING DEPARTMENT REQUEST FOR TENDER No. 1808 College Park Reservoir Duplicate Water Supply Main Addendum No. 3 September 15, 2016 This addendum shall be read in
Page 8: Addendum 3.pdfPURCHASING DEPARTMENT REQUEST FOR TENDER No. 1808 College Park Reservoir Duplicate Water Supply Main Addendum No. 3 September 15, 2016 This addendum shall be read in

1301 NE 144TH STREET, SUITE 125 VANCOUVER, WA 98685 O: 360.254.0563 WWW.LIFELAST.COM

DURASHIELD™ 210 & 210-61

I. Scope

A. This specification defines application requirements of DuraShield 210 & DuraShield 210-61 plural-component 100% solids, 2:1 volumetric mix ratio polyurethane to steel substrates and over-coat areas.

B. The coating material described in this specification can be applied in either a shop or field environment.

C. The parts to be considered by this specification are as follows:

1. Piping

2. Piping components – elbows and tees

3. Girth welds/field joints

4. Valves

5. Repair areas

6. Other parts as directed by the end user.

II. Definitions

A. PART – all service steel that is to be coated under the direction of this specification.

B. APPLICATOR – the company selected by the END USER to apply plural-component coatings to the internal and external surfaces of PARTS.

C. MANUFACTURER – the Company responsible for the chemical formulation and characteristics of the plural-component coatings applied to PARTS (LifeLast Inc. is the Manufacturer that is composed within these specifications).

D. INSPECTOR – the company or person selected by the END USER to ensure quality control of the work and adherence to this specification, where applicable.

E. END USER – the pipeline or part owner.

F. RESIN – the two-part component of the urethane system to be referred to as Part A.

G. ACTIVATOR – the one-part component of the urethane system to be referred to as Part B.

III. Additional Requirements

A. All specifications and standards mentioned in this document form part of this specifi-cation. The applicator shall ensure that a copy of this specification is kept at the coat-ing site and shall ensure that their workers fully understand each specification and standard listed below.

B. The following standards shall be a part of this specification.

APPLICATION SPECIFICATION SHEET – STEEL PIPE EFFECTIVE: 01/09/12

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DURASHIELD 210 & 210-61 APPLICATION SPECIFICATION SHEET – STEEL PIPE

EFFECTIVE: 01/09/12

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Society of Protective Coatings (SSPC)

SSPC-SP1 Solvent Cleaning

SSPC-SP10/ NACE No. 2 Near-White Metal Blast Cleaning

SSPC-SP11 Power Tool Cleaning to Bare Metal

SSPC-VIS-1-89 Pictorial Surface Preparation Standard

NACE International

RP0287-2002 NACE Standard Recommended Practice for Field Measurement of Abrasive Blast Cleaned Surfaces Using Replica Tape

SP0188-2006 NACE Discontinuity (Holiday) testing of new protective coatings on conductive substrates.

IV. Surface Preparation

A. Prior to commencement of work, all parts shall be visually inspected.

B. Rough welds and other sharp projections shall be ground smooth by the end user or as designated by the inspector.

C. Prior to abrasive blast or power-tool cleaning the substrate, all contaminants such as dirt, dust, oil and/or grease must be removed in accordance with SSPC-SP1.

D. The substrate shall not contain soluble salt concentrations in excess of the following values: chloride levels—3 ppm (micrograms per square centimeter), nitrates—5 ppm, sulfates—10 ppm. Surfaces with soluble salt concentrations in excess of these levels shall be treated until satisfactory results are achieved.

E. Prior to abrasive blasting or grinding, the metal surface shall be dry and warmed to a temperature at least 3°C (5°F) above the dew point to prevent oxidation of the part af-ter cleaning. The applicator shall use a contact thermometer, psychrometer, and psy-chrometric charts, or equipment that provides equivalent accuracy, to monitor these environmental requirements.

F. All parts that are not to be abraded shall be adequately protected.

G. All large surfaces to be coated will be prepared by abrasive blast cleaning. Smaller sur-faces (less than 50 ft2) may be prepared by power tool cleaning using a hand-held an-gle grinder. All blast media will be clean and clear of any contaminates, have a maxi-mum of one percent (1%) free silica, and will meet the specification of the coating manufacture. A 24-grit 3M grinding disk (recommended for coating), a metal grinding disk (required for steel) or equivalent should be used with the angle grinder.

H. All compressors shall be in good working order and have adequate separators, filters, and drains to ensure contaminants such oil and water are not deposited onto the steel surface. Accumulation of oil and moisture shall be removed by regular purging.

I. For bare steel application an anchor pattern profile will be produced with a minimum average of 0.075 mm (3.0 mils). Individual measurements shall not be less than 0.065 mm (2.5 mils). Profile measurements shall be taken with replica tape and spring mi-crometer in accordance with NACE RP0287-2002.

J. For larger parts and/or structures (> 50 ft2), the substrate shall be abrasive blasted in accordance with the NACE No. 2/SSPC-SP10 specification to achieve an anchor pat-tern that is both sharp and angular. Smaller surface areas (< 50 ft2) may be power tool abraded using an angle grinder with either a metal grinding disk (for steel) or 24-grit

Page 10: Addendum 3.pdfPURCHASING DEPARTMENT REQUEST FOR TENDER No. 1808 College Park Reservoir Duplicate Water Supply Main Addendum No. 3 September 15, 2016 This addendum shall be read in

DURASHIELD 210 & 210-61 APPLICATION SPECIFICATION SHEET – STEEL PIPE

EFFECTIVE: 01/09/12

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3M grinding disk (for coating and/or steel) or equivalent in accordance with SSPC-SP11 specification. Grinding should be done in such a way to achieve the roughest sur-face possible, and the direction of the final grind marks should run perpendicular to the flow of water in the pipe. The applicator shall ensure the proper surface finish is attained by regular checks with the SSPC-VIS-1-89 Standard. Profile depth shall be check using replica tape and a spring micrometer (NACE RP0287-2002). Note: pro-file, particularly with power-tool preparation, should be deep enough such that it is very noticeable when scraping the end of a fingernail across the profile grooves.

K. When over-coating existing coating material the applicator will verify adhesion com-patibility with the coating manufacturer before proceeding. Once compatibility is de-termined, the existing coating shall be sweep blasted or abraded with a grinder to re-move the gloss and provide a roughened surface suitable for over-coating. This process should remove approximately 1-3 mils of coating.

L. Existing coating shall be feathered 4 cm (1.5 in.) to 8 cm (3 in.) when coating adjacent bare steel, such as girth welds. Prior to coating, the applicator will tape off, using duct tape, a line between feathered coating and the remaining non-blasted coating prior to application of new coating material, making sure that edge of tape is on the roughened coating.

M. Profile measurements will be taken, at a minimum, at the start of each shift, after a shut down to refill blasting pot, and after every hour of continuous blasting.

N. Cleaned surfaces shall be dry air blasted and either brushed off or vacuumed, in a mat-ter to remove dust and debris prior to coating, and shall be coated before any rust blooming occurs. Any cleaned steel showing rust stains shall be re-prepared prior to coating.

V. Coating Application

A. The coating shall be applied according to the proceeding guidelines.

B. Thinning is not allowed.

C. The coating thickness shall be specified by the end user or the inspector. The mini-mum thickness for DuraShield 210 & DuraShield 210-61 is 20 mils. The applicator shall measure and record coating thickness using a thickness gauge that is acceptable to the end user/inspector.

D. The relative humidity, dew point and steel surface temperature shall conform to the recommended parameters outlined in the DuraShield 210 and DuraShield 210-61 Technical Data Sheets. Ensure that the resin (Part A) and activator (Part B) compo-nents are within the recommended product Application Temperatures for the chosen application method as listed on the respective Technical Data Sheet. The applicator shall use a contact thermometer, a psychrometer and psychrometric charts, or equip-ment that provides equivalent accuracy, to monitor these environmental requirements.

E. A list of approved application equipment can be found in Appendix 1.

F. Application shall be done in a professional manner, mitigating runs and sags and pro-viding complete coverage on all surfaces, including difficult to spray areas like welds, seams and angles. Application shall be accomplished in a manner that achieves as smooth and uniform of a coat as possible.

G. If recoating is required, it must be accomplished prior to the maximum recoat window as listed on the Technical Data Sheet for the respective product. If the maximum re-coat window is exceeded, then follow the instructions in Section IV.J above.

Page 11: Addendum 3.pdfPURCHASING DEPARTMENT REQUEST FOR TENDER No. 1808 College Park Reservoir Duplicate Water Supply Main Addendum No. 3 September 15, 2016 This addendum shall be read in

DURASHIELD 210 & 210-61 APPLICATION SPECIFICATION SHEET – STEEL PIPE

EFFECTIVE: 01/09/12

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H. Refer to the DuraShield 210 and DuraShield 210-61 Technical Data Sheets for cure time required before placing system into service.

VI. Inspection and Testing

A. Visual

1. Coating shall be uniform in color. The coating shall be visually inspected and found to be free of blisters, cracks, pinholes, missed areas and excessive rough-ness.

2. Sags and runs shall be kept to a minimum. Excessive runs can be sanded smooth and overcoated with a layer of DuraShield 210 or DuraShield 310.

B. Coating Thickness

1. During continuous spray operations, the coating thickness shall be measured us-ing a wet film thickness gage whenever feasible. The dry film coating thickness shall be tested using a properly calibrated magnetic pull off or eddy current equipment after completion of each pipe. In either measure, if the thickness of the coating is below the minimum specified millage anywhere along the length of the pipe, then adjustments must be made to the spray system to account for this.

2. In field spray and hand application projects, the coating thickness shall be meas-ured using a wet film thickness gage whenever feasible. At a minimum, the thickness shall be measured for every 50 ft2 of sprayed area or every joint for joint repair applications. The dry film coating thickness shall be tested using a properly calibrated magnetic pull off or eddy current equipment after completion of each pipe or joint for joint repair applications. In either measure, if the thick-ness of the coating is below the minimum specified millage anywhere along the length of the pipe, then adjustments must be made to the spray system to ac-count for this.

C. Holiday Testing

1. Holiday testing will be conducted on the completed coating after cure or 24 hours, whichever is less, using a high voltage spark test in accordance with NACE Standard RP-0188.

2. Coating shall be at 75% or greater of its fully cured hardness value prior to holi-day testing.

3. Coating thickness used for holiday detection shall be the minimum specified coating thickness.

4. All holidays shall be plainly marked immediately after detection and shall be re-paired according to Section VII in this specification.

5. Holiday testing will be performed in such a way as to mitigate possible damage to the coating by performing as few of passes as required over the coating.

VII. Coating & Joint Repairs

A. Coating and joint repairs may be made with DuraShield 210, DuraShield 310, Dura-Shield 310 Trowel Grade, or the DuraShield 310 JARS (Joint & Repair System) kit. All three systems are available in NSF certified versions.

B. Please follow the Application Specifications for the particular product chosen for the repairs.

Page 12: Addendum 3.pdfPURCHASING DEPARTMENT REQUEST FOR TENDER No. 1808 College Park Reservoir Duplicate Water Supply Main Addendum No. 3 September 15, 2016 This addendum shall be read in

DURASHIELD 210 & 210-61 APPLICATION SPECIFICATION SHEET – STEEL PIPE

EFFECTIVE: 01/09/12

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Appendix 1: Approved Spray Application Equipment for DuraShield 210 and DuraShield 210-61 Polyurethanes

I. DuraShield 210/DuraShield 210-61

A. Hydraulic Spray Machine – 2:1 (Resin:Activator) volumetric ratio

1. Graco/Gusmer H-35 or HXP3 Spray Machine or comparable

a) Setup #1: Resin #80 cylinder; Activator #40 cylinder

b) Setup #2: Resin #120 cylinder; Activator #60 cylinder

2. Transfer Pumps

a) Resin: 5:1 Graco Monark or larger

b) Activator: 2:1 Graco FastFlo, 5:1 Graco Monark or larger

3. Mixers/Spray Guns

a) Graco Restrictor Manifold (Restrictors – Resin 0.032”, Activator 0.024”) or similar; two 8” long by ¼” diameter spiral tube mixers or one 5” Simpson static mixer; Graco Flex Gun or comparable. Acceptable tips and whip lines are as follows:

Whip lines: ¼” high-pressure spray line no more than 15’ in length.

Spray tips: 0.021” minimum.

b) Remote manifold with ⅜” x ¼” heated lines; two 8” long by ¼” diameter spiral tube mixers or one 5” Simpson static mixer; Graco Flex Gun or com-parable. Acceptable tips and whip lines are as follows:

Whip lines: ¼” high-pressure spray line no more than 15’ in length.

Spray tips: 0.021” minimum.

c) Impingement-mix setup using Graco Fusion Air or Mechanical Purge Gun with 2:1 module (i.e. AR2232 or AR2942 for Air Purge and XF2332 for Me-chanical Purge). Fusion Air Purge Gun must have an extension adapter for a contractor flat tip. Acceptable tips for each module size are as follows:

AR2232: 0.035” to 0.040”

AR2942: 0.046” to 0.052”

XF2332: 0.038”

4. Application Temperatures

a) Static Mix Setup

(1) Resin: 110ºF to 160 ºF

(2) Activator: 90ºF to 160 ºF

(3) Line Temperature: 110ºF to 160 ºF

b) Impingement-Mix Setup

(1) Resin: 130ºF to 160 ºF

(2) Activator: 130ºF to 160 ºF

(3) Line Temperature: 130ºF to 160 ºF

5. Spray pressures: 2000 psi minimum at the gun.

B. Pneumatic Spray Machine

1. Graco HydraCat with King Airhead – 2:1 ratio (Resin:Activator) or comparable

2. Transfer Pumps

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DURASHIELD 210 & 210-61 APPLICATION SPECIFICATION SHEET – STEEL PIPE

EFFECTIVE: 01/09/12

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a) Resin: 5:1 Graco Monark or larger

b) Activator: 2:1 Graco FastFlo, 5:1 Graco Monark or larger

3. Mixers/Spray Guns

a) Graco Restrictor Manifold (Restrictors – Resin 0.032”, Activator 0.024”) or similar; two 8” long by ¼” diameter spiral tube mixers or one 5” Simpson static mixer; Graco Flex Gun or comparable. Acceptable tips and whip lines are as follows:

Whip lines: ¼” high-pressure spray line no more than 15’ in length.

Spray tips: 0.021” minimum.

b) Remote manifold with ⅜” x ¼” heated lines; two 8” long by ¼” diameter spiral tube mixers or one 5” Simpson static mixer; Graco Flex Gun or com-parable. Acceptable tips and whip lines are as follows:

Whip lines: ¼” high-pressure spray line no more than 15’ in length.

Spray tips: 0.021” minimum.

c) Impingement-mix – NOT ACCEPTABLE

4. Application Temperatures

a) Static Mix Setup

(1) Resin: 110ºF to 160 ºF

(2) Activator: 90ºF to 160 ºF

(3) Line Temperature: 110ºF to 160 ºF

b) Impingement-Mix Setup – NOT APPLICABLE

5. Spray pressures: 2000 psi minimum at the gun.

Page 14: Addendum 3.pdfPURCHASING DEPARTMENT REQUEST FOR TENDER No. 1808 College Park Reservoir Duplicate Water Supply Main Addendum No. 3 September 15, 2016 This addendum shall be read in

1301 NE 144TH STREET, SUITE 125 VANCOUVER, WA 98685 O: 360.254.0563 WWW.LIFELAST.COM

DURASHIELD™ 310-61 JARS

I. Scope

A. This specification defines application requirements of DuraShield 310-61 Joint and Repair System (JARS) plural-component 100% solids, 3:1 volumetric mix ratio polyurethane to steel substrates and over-coat areas.

B. The coating material described in this specification can be applied in either a shop or field environment.

C. The parts to be considered by this specification are as follows:

1. Girth welds/field joints

2. Valves

3. Repair areas

4. Other parts as directed by the end user.

II. Definitions

A. PART – all service steel that is to be coated under the direction of this specification.

B. APPLICATOR – the company selected by the END USER to apply plural-component coatings to the internal and external surfaces of PARTS.

C. MANUFACTURER – the Company responsible for the chemical formulation and characteristics of the plural-component coatings applied to PARTS (LifeLast Inc. is the Manufacturer that is composed within these specifications).

D. INSPECTOR – the company or person selected by the END USER to ensure quality control of the work and adherence to this specification, where applicable.

E. END USER – the pipeline or part owner.

F. RESIN – the two-part component of the urethane system to be referred to as Part A.

G. ACTIVATOR – the one-part component of the urethane system to be referred to as Part B.

H. BEYOND SPRINGBACK – term used to describe a cure stage of the mixed coating, where the coating does not transfer onto an object when touched.

III. Additional Requirements

A. All specifications and standards mentioned in this document form part of this specifi-cation. The applicator shall ensure that a copy of this specification is kept at the coat-ing site and shall ensure that their workers fully understand each specification and standard listed below.

B. The following standards shall be a part of this specification.

APPLICATION SPECIFICATION SHEET – FIELD-APPLIED JOINT & REPAIR SYSTEM (JARS)

EFFECTIVE: 01/09/12

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Society of Protective Coatings (SSPC)

SSPC-SP1 Solvent Cleaning

SSPC-SP10/ NACE No. 2 Near-White Metal Blast Cleaning

SSPC-SP11 Power Tool Cleaning to Bare Metal

SSPC-VIS-1-89 Pictorial Surface Preparation Standard

NACE International

RP0287-2002 NACE Standard Recommended Practice for Field Measurement of Abrasive Blast Cleaned Surfaces Using Replica Tape

SP0188-2006 NACE Discontinuity (Holiday) testing of new protective coatings on conductive substrates.

IV. Surface Preparation

A. Prior to commencement of work, all parts shall be visually inspected.

B. Rough welds and other sharp projections shall be ground smooth by the end user or as designated by the inspector.

C. Prior to abrasive blast or power-tool cleaning the substrate, all contaminants such as dirt, dust, oil and/or grease must be removed in accordance with SSPC-SP1.

D. The substrate shall not contain soluble salt concentrations in excess of the following values: chloride levels—3 ppm (micrograms per square centimeter), nitrates—5 ppm, sulfates—10 ppm. Surfaces with soluble salt concentrations in excess of these levels shall be treated until satisfactory results are achieved.

E. Prior to abrasive blasting or grinding, the metal surface shall be dry and warmed to a temperature at least 3°C (5°F) above the dew point to prevent oxidation of the part af-ter cleaning. The applicator shall use a contact thermometer, psychrometer, and psy-chrometric charts, or equipment that provides equivalent accuracy, to monitor these environmental requirements.

F. All parts that are not to be abraded shall be adequately protected.

G. All surfaces to be coated will be prepared either by abrasive blast cleaning or by power tool cleaning using a hand-held angle grinder. All blast media will be clean and clear of any contaminates, have a maximum of one percent (1%) free silica, and will meet the specification of the coating manufacture. A 24-grit 3M grinding disk (recommended for coating), a metal grinding disk (required for steel) or equivalent should be used with the angle grinder.

H. All compressors shall be in good working order and have adequate separators, filters, and drains to ensure contaminants such oil and water are not deposited onto the steel surface. Accumulation of oil and moisture shall be removed by regular purging.

I. For bare steel application an anchor pattern profile will be produced with a minimum average of 0.075 mm (3.0 mils). Individual measurements shall not be less than 0.065 mm (2.5 mils). Profile measurements shall be taken with replica tape and spring mi-crometer in accordance with NACE RP0287-2002.

J. The part shall either be abrasive blasted in accordance with the NACE No. 2/SSPC-SP10 specification to achieve an anchor pattern that is both sharp and angular or power tool abraded using an angle grinder with either a metal grinding disk (for steel) or 24-grit 3M grinding disk (for preparation of the coating) or equivalent in accor-

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dance with SSPC-SP11 specification. Grinding should be done in such a way to achieve the roughest surface possible, and the direction of the final grind marks should run perpendicular to the flow of water in the pipe. The applicator shall ensure this surface finish is attained by regular checks with the SSPC-VIS-1-89 Standard. Profile depth shall be check using replica tape and a spring micrometer (NACE RP0287-2002). Note: profile should be deep enough such that it is very noticeable when scraping the end of a fingernail across the profile grooves.

K. When over-coating existing coating material the applicator will verify adhesion com-patibility with the coating manufacturer before proceeding (DuraShield 310-61 Joint & Repair System is compatible with LifeLast DuraShield 210 & 210-61 coatings). Once compatibility is determined, the existing coating shall be sweep blasted or abraded with a grinder to remove the gloss and provide a roughened surface suitable for over-coating. This process should remove approximately 1-3 mils of coating.

L. Existing coating shall be feathered 4 cm (1.5 in.) to 8 cm (3 in.) when coating adjacent bare steel, such as girth welds. Prior to coating, the applicator will tape off, using duct tape, a line between feathered coating and the remaining non-blasted coating prior to application of new coating material, making sure that edge of tape is on the roughened coating.

M. Profile measurements will be taken, at a minimum, at the start of each shift, after a shut down to refill blasting pot, and after every hour of preparation or at every joint/weld.

N. Cleaned surfaces shall be dry air blasted and either brushed off or vacuumed, in a mat-ter to remove dust and debris prior to coating, and shall be coated before any rust blooming occurs. Any cleaned steel showing rust stains shall be re-prepared prior to coating.

V. Coating Application

A. The coating shall be applied according to the proceeding guidelines.

B. Thinning is not allowed.

C. One DuraShield 310-61 JARS kit is designed to cover the welds seams of 60‖ diameter pipe with 4‖ holdbacks on each side – for total coverage of 60‖ diameter by 12‖ wide (including 2‖ over-coats on existing coating) – at two coats of 20-25 mils per coat.

D. The coating thickness shall be specified by the end user, the inspector, or the manufac-turer. The applicator shall measure and record coating thickness using a thickness gauge that is acceptable to the end user/inspector.

E. The relative humidity, dew point and steel surface temperature shall conform to the recommended parameters outlined in the DuraShield 310-61 JARS Technical Data Sheet. Ensure that the resin (Part A) and activator (Part B) components for both coats (Base Coat and Top Coat) are within the recommended product Application Tempera-tures for Hand Application as listed on the Technical Data Sheet. The applicator shall use a contact thermometer, a psychrometer and psychrometric charts, or equipment that provides equivalent accuracy, to monitor these environmental requirements.

F. First, the ―Base Coat – Part A‖ will be applied using the containers clearly marked ―DuraShield 310-61 JARS Base Coat – Part A‖.

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G. The applicator will thoroughly mix contents of the Base Coat resin container marked ―Base Coat – A‖ with supplied mixing stick to ensure uniform consistency prior to add-ing the activator container marked ―Activator 9000 – Part B‖.

H. Once Base Coat resin container ―A‖ is thoroughly mixed, the applicator will pour all of the Activator 9000 from one of the containers marked ―Activator 9000 – Part B‖ into container ―A‖ in such a manner to prevent spilling any of activator ―B‖.

I. Once Activator Part ―B‖ is completely poured into Base Coat resin ―A,‖ the applicator will immediately mix both components – resin ―A‖ and activator ―B‖ – together using a cordless or electric drill outfitted with a paint/epoxy mixing blade. The mixing of com-ponents ―A‖ and ―B‖ shall be done in such a manner to insure uniform mix has been achieved. This process requires that the applicator use supplied mixing stick to scrape the sides and bottom of the container during the mixing process. The mixing process shall take no less than 2 minutes. When mixing is complete, the mixture will be of uni-form color and consistency.

J. After mixing, the applicator will immediately apply the Base Coat material first to the weld joint (if applicable). The applicator will use the supplied brush to apply the mixed coating to the prepared surface and do so in such a manner to keep sags and runs to a minimum, provide adequate cover in angles and crevices, and to provide a smooth and uniform surface. Special care should be taken of the weld corners and seams. Note: DuraShield 310 polyurethane is not like a paint; it is much thicker. As such, rather than merely dipping the brush into the mixed coating, it is recommended that the brush be actually used like a trowel or putty knife, delivering copious amounts of the coating to the substrate with each dip. It can then be brushed out once delivered to the substrate.

K. Once the weld is completely coated, the remaining ―mixed‖ material should be brush-applied to the steel surrounding the welds (commonly called the holdbacks), com-pletely covering all exposed steel. The applicator shall not scrape the sides or bottom of the ―mixed‖ container during the application in an attempt to use all material, as it is not possible to adequately mix the material on the sides and bottom of the container. If more material is needed to finish initial coating process, the applicator will mix more material according to steps G. to I.

L. The application process of the Base Coat shall be done in such a manner to apply all of the mixed coating within the allowable pot life of 12 minutes. The Base Coat is de-signed for and should be applied at a thickness of 20-25 mils in one coat.

M. Allow the Base Coat to cure for approximately 2 - 2.5 hours at 24°C (75°F). Warmer temperatures will speed the cure of the coating and colder temperatures will slow its curing process. The Base Coat should be ―beyond stringback‖ (see definition in Section 2.8), but can still be sticky, prior to applying the Top Coat.

N. Once the Base Coat is sufficiently cured, the ―Top Coat‖ can be applied. Be sure to ap-ply the Top Coat to the Base Coat within the ―Maximum Recoat Time‖ as is listed in the DuraShield 310-61 JARS Technical Data Sheet.

O. Follow steps G. through I. for mixing the Top Coat.

P. After thoroughly mixing the Top Coat components, the applicator will immediately ap-ply the Top Coat. The applicator will use the supplied brush to apply the mixed coating to all areas within the tape lines – including onto both the Base Coat and the prepared existing coating (over-coat) areas. This should be done in such a manner to keep sags and runs to a minimum, provide adequate cover in angles and crevices, and to provide

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a smooth and uniform surface. The applicator shall not scrape the mixed container during the application process to use all material. If more material is needed to finish initial coating process the applicator will mix more material using the previously out-lined steps.

Q. Refer to the and DuraShield 310-61 JARS Technical Data Sheet for cure time required before placing system into service.

VI. Inspection and Testing

A. Visual

1. Coating shall be uniform in color. The coating shall be visually inspected and found to be free of blisters, cracks, pinholes, missed areas and excessive rough-ness.

2. Sags and runs shall be kept to a minimum. Excessive runs can be sanded smooth and overcoated with a layer of DuraShield 310 or DuraShield 310-61.

B. Coating Thickness

1. The coating thickness shall be measured using a wet film thickness gage. At a minimum, the thickness shall be measured for every 50 ft2 of applied area or every joint for joint repair applications. The dry film coating thickness shall be tested using a properly calibrated magnetic pull off or eddy current equipment after completion of each joint or repair. In either measure, if the thickness of the coating is below the minimum specified millage anywhere along the length of the pipe, then adjustments must be made to the spray system to account for this.

C. Holiday Testing

1. Holiday testing will be conducted on the completed coating after cure or 24 hours, whichever is less, using a high voltage spark test in accordance with NACE Standard RP-0188.

2. Coating shall be at 75% or greater of its fully cured hardness value prior to holi-day testing.

3. Coating thickness used for holiday detection shall be the minimum specified coating thickness.

4. All holidays shall be plainly marked immediately after detection and shall be re-paired according to Section VII in this specification.

5. Holiday testing will be performed in such a way as to mitigate possible damage to the coating by performing as few of passes as required over the coating.

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1301 NE 144TH STREET, SUITE 125 VANCOUVER, WA 98685 O: 360.254.0563 WWW.LIFELAST.COM

DURASHIELD™ 310 & 310-61

I. Scope

A. This specification defines application requirements of DuraShield 310 & DuraShield 310-61 plural-component 100% solids, 3:1 volumetric mix ratio polyurethane to con-crete ferrous and non-ferrous substrates and over-coat areas.

B. The coating material described in this specification can be applied in either a shop or field environment.

C. The substrates to be considered by this specification are as follows:

1. Ferrous Metals

2. Concrete

3. Non-ferrous Metals

II. Definitions

A. SUBSTRATE – all surface area that is to be coated under the direction of this specifica-tion.

B. APPLICATOR – the company selected by the END USER to apply plural-component coatings to the internal and external surfaces of PARTS.

C. MANUFACTURER – the Company responsible for the chemical formulation and characteristics of the plural-component coatings applied to PARTS (LifeLast Inc. is the Manufacturer that is composed within these specifications).

D. INSPECTOR – the company or person selected by the END USER to ensure quality control of the work and adherence to this specification, where applicable.

E. END USER – the structure owner.

F. RESIN – the two-part component of the urethane system to be referred to as Part A.

G. ACTIVATOR – the one-part component of the urethane system to be referred to as Part B.

III. Additional Requirements

A. All specifications and standards mentioned in this document form part of this specifi-cation. The applicator shall ensure that a copy of this specification is kept at the coat-ing site and shall ensure that their workers fully understand each specification and standard listed below.

B. The following standards shall be a part of this specification.

APPLICATION SPECIFICATION SHEET – GENERAL INDUSTRIAL EFFECTIVE: 01/09/12

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Society of Protective Coatings (SSPC)

SSPC-SP1 Solvent Cleaning

SSPC-SP10/ NACE No. 2 Near-White Metal Blast Cleaning

SSPC-SP11 Power Tool Cleaning to Bare Metal

SSPC-SP 13/NACE No. 6 Surface Preparation of Concrete

ASTM D4263 Standard Test Method for Indication of Moisture in Concrete

ASTM F1869 Standard Test Method for Measuring Moisture Vapor Emission Rate of Concrete Subfloor Using Anhy-drous Calcium Chloride

SSPC-VIS-1-89 Pictorial Surface Preparation Standard

NACE International

RP0287-2002 NACE Standard Recommended Practice for Field Measurement of Abrasive Blast Cleaned Surfaces Using Replica Tape

SP0188-2006 NACE Discontinuity (Holiday) testing of new protective coatings on conductive substrates.

IV. Surface Preparation

A. Prior to commencement of work, all parts shall be visually inspected.

B. Sharp and rough areas such as welds, slag, edges and other projections shall be ground smooth by the applicator or as designated by the inspector.

C. Prior to abrasive blast or power-tool cleaning the substrate, all contaminants such as dirt, dust, oil and/or grease must be removed in accordance with SSPC-SP1.

D. The substrate shall not contain soluble salt concentrations in excess of the following values: chloride levels—3 ppm (micrograms per square centimeter), nitrates—5 ppm, sulfates—10 ppm. Surfaces with soluble salt concentrations in excess of these levels shall be treated until satisfactory results are achieved.

E. Prior to abrasive blasting or grinding, the substrate shall be dry and warmed to a tem-perature at least 3°C (5°F) above the dew point to prevent oxidation of the part after cleaning. The applicator shall use a contact thermometer, psychrometer, and psy-chrometric charts, or equipment that provides equivalent accuracy, to monitor these environmental requirements.

F. All parts that are not to be abraded shall be adequately protected.

G. All large surfaces to be coated will be prepared by abrasive blast cleaning. Smaller sur-faces (less than 50 ft2) may be prepared by power tool cleaning using a hand-held an-gle grinder or hand-held scarifier. All blast media will be clean and clear of any con-taminates, have a maximum of one percent (1%) free silica, and will meet the specifica-tion of the coating manufacture. A 24-grit 3M grinding disk (recommended for coat-ing or concrete), a metal grinding disk (required for steel) or equivalent should be used with the angle grinder.

H. All compressors shall be in good working order and have adequate separators, filters, and drains to ensure contaminants such oil and water are not deposited onto the sub-strate. Accumulation of oil and moisture shall be removed by regular purging.

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I. Substrate Profile Requirements

1. Bare steel application – an anchor pattern profile will be produced with a mini-mum average of 0.075 mm (3.0 mils). Individual measurements shall not be less than 0.065 mm (2.5 mils). Profile measurements shall be taken with replica tape and spring micrometer in accordance with NACE RP0287-2002.

2. Concrete application – surface profile should meet ASTM D4259, ICRI CSP 4-6 or be comparable to coarse sandpaper.

I. Preparation Methods

1. Steel Substrates – The applicator shall ensure the proper surface finish is at-tained by regular checks with the SSPC-VIS-1-89 Standard. Profile depth shall be check using replica tape and/or structures a spring micrometer (NACE RP0287-2002).

a. Larger parts and/or structures (> 50 ft2) – the substrate shall be abrasive blasted in accordance with the NACE No. 2/SSPC-SP10 specification for steel.

b. Smaller surface areas (< 50 ft2) – may be power tool abraded using an angle grinder with either a metal grinding disk (for steel) or 24-grit 3M grinding disk (for coating and/or steel) or equivalent in accordance with SSPC-SP11 specification. Grinding should be done in such a way to achieve the rough-est surface possible. Note: profile, particularly with power-tool prepara-tion, should be deep enough such that it is very noticeable when scraping the end of a fingernail across the profile grooves.

2. Concrete substrates The applicator shall ensure the proper surface finish is at-tained by regular checks with the SSPC -SP13 Standard.

a. Larger substrates (> 50 ft2) – shot blast or abrasive blast to remove lai-tance, curing compounds, sealers and other contaminants and to provide surface profile ASTM D4259, ICRI CSP 4-6.

b. Smaller surface areas (< 50 ft2) – may be power tool abraded using an an-gle grinder with a 24-grit 3M grinding disk, hand-held scarifier or equiva-lent.

J. When over-coating existing coating material the applicator will verify adhesion com-patibility with the coating manufacturer before proceeding. Once compatibility is de-termined, the existing coating shall be sweep blasted or abraded with a grinder to re-move the gloss and provide a roughened surface suitable for over-coating. This process should remove approximately 1-3 mils of coating.

K. Existing coating shall be feathered 4 cm (1.5 in.) to 8 cm (3 in.) when coating adjacent substrate. Prior to coating, the applicator will tape off, using duct tape, a line between feathered coating and the remaining non-blasted coating prior to application of new coating material, making sure that edge of tape is on the roughened coating.

L. Profile measurements will be taken, at a minimum, at the start of each shift, after a shut down to refill blasting pot, and after every hour of continuous blasting.

M. Cleaned surfaces shall be dry air blasted and either brushed off or vacuumed, in a mat-ter to remove dust and debris prior to coating, and shall be coated before any contami-nation occurs. Any cleaned steel showing contamination shall be re-prepared prior to coating.

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V. Coating Application

A. The coating shall be applied according to the proceeding guidelines.

B. Thinning is not allowed.

C. The coating thickness shall be specified by the end user, inspector, or manufacturer. The minimum thickness for DuraShield 310 & DuraShield 310-61 is 20 mils. The ap-plicator shall measure and record coating thickness using a thickness gauge that is ac-ceptable to the end user/inspector.

D. The relative humidity, dew point and steel surface temperature shall conform to the recommended parameters outlined in the DuraShield 310 and DuraShield 310-61 Technical Data Sheets. Ensure that the resin (Part A) and activator (Part B) compo-nents are within the recommended product Application Temperatures for the chosen application method as listed on the respective Technical Data Sheet. The applicator shall use a contact thermometer, a psychrometer and psychrometric charts, or equip-ment that provides equivalent accuracy, to monitor these environmental requirements.

E. A list of approved application equipment can be found in Appendix 1.

F. For application of DuraShield 310 to concrete, masonry and non-ferrous metal sub-strates, an application of LifeLast Primall-160 100% epoxy primer must be performed prior to applying the DuraShield 310. Application of Primall-160 shall be accom-plished as per the Primall-160 Application Instructions Sheet.

G. Substrate shall be clean, dry and free of any contaminants that may adversely affect the adhesion of the coating system. When coating primed substrates, substrate must be completely coated with Primall-160, and the Primall-160 must be cured to the level required in the Primall-160 Epoxy Primer Technical Data Sheet.

H. Application shall be done in a professional manner, mitigating runs and sags and pro-viding complete coverage on all surfaces, including difficult to spray areas like welds, seams, angles, and bugholes. Application shall be accomplished in a manner that achieves as smooth and uniform of a coat as possible.

I. Should the substrate need to be presurfaced prior to applying the DuraShield 310 coat-ing – to smooth overly-rough substrates, address excessive bugholing, etc. – then the recommended presurfacing methods are as follows:

1. Trowel a non-shrink, quick-setting, cementatious grout into the holes. The grout must achieve compressive strengths of 2000 psi at 2 hours and 4000 psi at 24 hours per ASTM C 109. The patched areas must be abrasive blasted and cleaned prior to the priming process.

2. Trowel DuraShield 310 or DuraShield 310 trowel-grade into the holes per the Du-raShield 310 Hand Application Instructions sheet. This must be done after the surface has been primed.

3. Fill the holes with DuraShield 310 during spray application. Use care not to spray too many mils at one time and cause a sag or run. DuraShield 310 can be applied at up to 80 mils in one coat. This option must be done after the surface has been primed.

J. If recoating is required, it must be accomplished prior to the maximum recoat window as listed on the Technical Data Sheet for the respective product. If the maximum re-coat window is exceeded, then follow the instructions in Section IV.J above.

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K. Refer to the DuraShield 310 and DuraShield 310-61 Technical Data Sheets for cure time required before placing system into service.

VI. Inspection and Testing

A. Visual

1. Coating shall be uniform in color. The coating shall be visually inspected and found to be free of blisters, cracks, pinholes, missed areas and excessive rough-ness.

2. Sags and runs shall be kept to a minimum. Excessive runs can be sanded smooth and overcoated with a layer of DuraShield 310 or DuraShield 310-61.

B. Coating Thickness

1. The coating thickness shall be measured using a wet film thickness gage. At a minimum, the thickness shall be measured after completion of every section in continuous spray operations and for every 50 ft2 of sprayed area, with a mini-mum of one measure per section, in field spray and hand application projects. The dry film coating thickness shall be tested using a properly calibrated mag-netic pull off or eddy current equipment after completion of each section. In ei-ther measure, if the thickness of the coating is below the minimum specified mil-lage in any location, then adjustments must be made to the spray system to ac-count for this.

C. Holiday Testing

1. Holiday testing will be conducted on the completed coating after cure or 24 hours, whichever is less, using a high voltage spark test in accordance with NACE Standard RP-0188.

2. Coating shall be at 75% or greater of its fully cured hardness value prior to holi-day testing.

3. Coating thickness used for holiday detection shall be the minimum specified coating thickness.

4. All holidays shall be plainly marked immediately after detection and shall be re-paired according to Section VII in this specification.

5. Holiday testing will be performed in such a way as to mitigate possible damage to the coating by performing as few of passes as required over the coating.

VII. Coating Repairs

A. Coating repairs may be made with DuraShield 210, DuraShield 310, DuraShield 310 Trowel Grade, or the DuraShield 310 JARS (Joint & Repair System) kit. All three sys-tems are available in NSF certified versions.

B. Please follow the Application Specifications for the particular product chosen for the repairs.

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Appendix 1: Approved Spray Application Equipment for DuraShield 310 and DuraShield 310-61 Polyurethanes

I. DuraShield 310/DuraShield 310-61

A. Hydraulic Spray Machine – 3:1 (Resin:Activator) volumetric ratio

1. Graco/Gusmer H-35 or HXP3 Spray Machine with #120 (Resin) and #40

(Activator) cylinder setup or comparable.

2. Transfer Pumps

a) Resin: 5:1 Graco Monark or larger

b) Activator: 2:1 Graco FastFlo, 5:1 Graco Monark or larger

3. Mixers/Spray Guns

a) Graco Restrictor Manifold (Restrictors – Resin 0.040”, Activator 0.024”) or similar; two 8” long by ¼” diameter spiral tube mixers; Graco Flex Gun or comparable. Acceptable tips and whip lines are as follows:

Whip lines: ¼” high-pressure spray line no more than 75’ in length.

Spray tips: 0.021” minimum.

b) Remote manifold with ⅜” x ¼” heated lines; two 8” long by ¼” diameter spiral tube mixers; Graco Flex Gun or comparable. Acceptable tips and whip lines are as follows:

Whip lines: ¼” high-pressure spray line no more than 75’ in length.

Spray tips: 0.021” minimum.

c) Impingement-mix – NOT ACCEPTABLE

4. Application Temperatures

a) Static Mix Setup

(1) Resin: 120ºF to 160 ºF

(2) Activator: 80ºF to 160 ºF

(3) Line Temperature: 120ºF to 160 ºF

b) Impingement-Mix Setup – NOT APPLICABLE

5. Spray pressures: 2000 psi minimum at the gun.

B. Pneumatic Spray Machine

1. Graco HydraCat with King Airhead – 3:1 ratio (Resin:Activator) or comparable

2. Transfer Pumps

a) Resin: 5:1 Graco Monark or larger

b) Activator: 2:1 Graco FastFlo, 5:1 Graco Monark or larger

3. Mixers/Spray Guns

a) Graco Restrictor Manifold (Restrictors – Resin 0.040”, Activator 0.024”) or similar; two 8” long by ¼” diameter spiral tube mixers; Graco Flex Gun or comparable. Acceptable tips and whip lines are as follows:

Whip lines: ¼” high-pressure spray line no more than 75’ in length.

Spray tips: 0.021” minimum.

b) Remote manifold with ⅜” x ¼” heated lines; two 8” long by ¼” diameter spiral tube mixers or one 5” Simpson static mixer; Graco Flex Gun or com-parable. Acceptable tips and whip lines are as follows:

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Whip lines: ¼” high-pressure spray line no more than 75’ in length.

Spray tips: 0.021” minimum.

c) Impingement-mix – NOT ACCEPTABLE

4. Application Temperatures

a) Static Mix Setup

(1) Resin: 120ºF to 160 ºF

(2) Activator: 80ºF to 160 ºF

(3) Line Temperature: 120ºF to 160 ºF

b) Impingement-Mix Setup – NOT APPLICABLE

5. Spray pressures: 2000 psi minimum at the gun.

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1301 NE 144TH STREET, SUITE 125 VANCOUVER, WA 98685 O: 360.254.0563 WWW.LIFELAST.COM

DURASHIELD™ 210-61

TECHNICAL DATA SHEET EFFECTIVE: 10/08/12

CHEMICAL DESCRIPTION Solventless Aromatic Polyurethane, Chemical Cure, ASTM D16 Type V

USAGE DuraShield 210-61 (DS210-61) is a 100% solids, two-component polyurethane coating that contains no volatile organic compounds (VOC), solvents or extending fillers. Formulated specifically as a potable water tank, pipe, valve and fitting lining product, DS210 is a hard, durable, chemi-cal resistant coating that also provides great flexibility and impact resistance for ferrous and non-ferrous metals, con-crete and other surfaces. By employing hydrophobic poly-urethane resins, DS210-61 has a very low water absorption rate – lower even than most epoxies – and excellent ca-thodic disbondment resistance. The hydrophobic proper-ties of DS210-61 also impart improved tolerance to mois-ture, both in the container and during application. This allows DS210-61 to cure to a hard, flexible, durable film with a very glossy, extremely well-adhered, impermeable finish. DS210- 61 is designed specifically to provide very fast cure times, while at the same time demonstrating ex-cellent adhesion. DS210-61 is applied by an approved Life-Last spray system.

COLORS Almond, gray or black

CURE SPEED

Touch-up/Patch: slowest cure rate for use with mix manifolds/flex guns; offers the longest recoat window

Interior: moderate cure rate allows overspray to wet back into the film on pipe and fitting applications

QUALIFICATIONS

Meets AWWA C222

Certified to NSF/ANSI Standard 61 by the NSF for lining potable water tanks, pipes, valves, and fittings.

Pipe, Valves, Fittings ≥8”; thickness up to 210 mils

Tanks ≥50 gallons; thickness up to 210 mils

TYPICAL APPLICATIONS

Potable Water Pipe Linings

Potable Water Tank Linings

Lining for Potable Water Valves and Fittings

Penstock Linings

HIGHLY IMPERMEABLE Provides excellent corrosion protection; highly resistant to cathodic disbondment

EXCELLENT ADHESION

ABRASION & IMPACT RESISTANT Mitigates damage during handling and installation

GOOD FLEXIBILITY Expands and contracts with substrate; great impact resis-tance

HIGH BUILD CHARACTERISTICS Application thicknesses from 20 mils to 250 mils in one application; completely encapsulates welds, rivets and edges

LOW COEFFICIENT OF FRICTION Supports the development of maximum head pressure

NO EXTENDING FILLERS Solid, unfilled film provides optimal properties – excellent long-term adhesion

PRIMERS

Steel: Self-priming

Non-Ferrous Metals & Galvanized Steel: Self-priming or Primall-160

Concrete & Wood: Self-priming or Primall-160

PRODUCT DESCRIPTION PRODUCT ADVANTAGES

COATING SYSTEMS

Page 27: Addendum 3.pdfPURCHASING DEPARTMENT REQUEST FOR TENDER No. 1808 College Park Reservoir Duplicate Water Supply Main Addendum No. 3 September 15, 2016 This addendum shall be read in

DURASHIELD 210-61 TECHNICAL DATA SHEET

EFFECTIVE: 01/03/12

TM

SOLIDS VOLUME 100 percent

MIX RATIO BY VOLUME 2 : 1 (Resin : Activator)

HEALTH AND SAFETY Consult the DuraShield 210-61 Material Safety Data Sheet (MSDS) for handling and safety information.

RECOMMENDED DRY FILM THICKNESS 20 mils up to 250 mils; thickness varies with application. Con-sult a LifeLast technical representative for assistance.

COVERAGE

Theoretical: 80.2 ft2/gallon @ 20 mils

Typical Application: ≈ 70 ft2/gallon @ 20 mils

NET WEIGHT PER GALLON (ALMOND)

Resin: 8.8 ± 0.2 lbs/gallon

Activator: 10.3 ± 0.15 lbs/gallon

Mixed: 9.3 ± 0.2 lbs/gallon

CURE TIME*

75°F Interior Patch

Tack Free 8-15 min. 30-45 min.

Recoat Time < 2 hours 4 hours

To Immersion (per NSF) 72 hours 72 hours

To Handling/Traffic 20-30 min. 1.5-2 hours

Test Standard Result

Adhesion to Steel ASTM D4541; A.2 > 1500 psi

Adhesion to Steel ASTM D6677 Rating - 10

Tensile Strength ASTM D412 3030 psi

Elongation ASTM D412 10%

Flexibility ASTM D522 No cracking or delamination – 1”

Mandrel

Cathodic Disbondment

ASTM G95, mtd A

0 mm

Water Absorption ASTM D570 0.464%

Impact Resistance ASTM G14 180 in-lbs

Hardness, Shore D ASTM D2240 75±3

Abrasion Resistance

ASTM D4060, CS17

17.5 mg

Water Vapor Permeability

ASTM E 96 Procedure BW-Inverted Water Method

0.049 inch-pounds @ 33 mils

Dielectric Strength ASTM D149 470 V/mil

Chemical Resistance

ASTM D543 10% H2SO4 < 1% 30% NaCl < 1%

30% NaOH < 2% #2 Diesel 2 weight, <2% length/width

TECHNICAL DATA

The information contained is offered without charge for technically qualified personnel at their discretion and risk. All statements, technical information and recommendations contained herein are based on tests and data believed to be reliable, but the accuracy or completeness thereof is not guaranteed and no warranty of any kind is made with respect thereto. We guarantee our products to conform to LifeLast quality control. Since conditions and methods of application are beyond our control, buyer assumes all risk of use or handling. LIFELAST MAKES NO WARRANTY, EXPRESS OR IMPLIED, WITH RESPECT TO THE GOODS OR THE USE OF THE GOODS OR THE PERFORMANCE OF THE GOODS AND MAKES NO WARRANTIES OF FITNESS FOR A PARTICULAR PURPOSE OR MERCHANTABILITY UNLESS OTHERWISE STATED IN WRITING BY AN OFFICER OF LIFELAST. Liability, if any, is limited to replacement of products. Data may be modified without prior notice.

PHYSICAL PROPERTIES

* Varies by application technique, thickness, & temperatures

TIME TO HOLIDAY TEST Coating must be tack free before holiday testing

SHELF LIFE 12 months at recommended storage temperatures in sealed, unopened containers

STORAGE

Temperature Resin: Min 40°F, Max 120°F Activator: Min 40°F, Max 120°F

Containers must be kept sealed in a dry environment.

SHIPPING INSTRUCTIONS Unheated trailer, no special requirements. Keep dry.

SURFACE PREPARATION Preparation requirements vary with application. Refer to the DuraShield 210 and DuraShield 210-61 Application Specifica-tion Sheet – Steel Pipe or contact a LifeLast technical represen-tative for assistance

MIXING Power mix contents of resin containers for a minimum of 30 minutes, making sure to remove all pigment from the bottom and sides of the container. Activator mixing not needed.

GEL TIME Patch: ≈ 120 seconds; Interior: ≈ 50 seconds

SPRAY TEMPERATURE* Resin: 110°F - 150°F; Activator 9000: 80°F - 150°F *Exact temps depend on spray equipment setup

SURFACE TEMPERATURE Min. 40°F, Max 140oF; surface should be clean, dry and more than 5°F above dew point. Ambient air temperature must be no less than 5°F above dew point.

AMBIENT CONDITIONS

Min. 0°F, Max 120°F

Relative Humidity should be less than 95%

SPRAY EQUIPMENT Refer to DuraShield 210 and DuraShield 210-61 Application Specification Sheet – Steel Pipe for recommended spray equip-ment and setup. Spray equipment must be approved by LifeLast.

APPLICATION

Page 28: Addendum 3.pdfPURCHASING DEPARTMENT REQUEST FOR TENDER No. 1808 College Park Reservoir Duplicate Water Supply Main Addendum No. 3 September 15, 2016 This addendum shall be read in

1301 NE 144TH STREET, SUITE 125 VANCOUVER, WA 98685 O: 360.254.0563 WWW.LIFELAST.COM

DURASHIELD™ 310-61

TECHNICAL DATA SHEET EFFECTIVE: 10/08/12

CHEMICAL DESCRIPTION Solventless Elastomeric Aromatic Polyurethane, Chemical Cure, ASTM D16 Type V

USAGE DuraShield 310-61 (DS310-61) is a 100% solids, two-component polyurethane coating that contains no volatile or-ganic compounds (VOC) or solvents. Formulated as a hard, durable, chemical resistant coating, DS310-61 also provides good flexibility and impact resistance for ferrous and non-ferrous metals, concrete and other surfaces. DS310-61 pro-vides the low permeability and chemical resistance of an epoxy, with the durability, flexibility and fast cure times of polyure-thanes. This blend of properties allows for excellent applica-tion characteristics, while at the same time making it ideal for long-term immersion protection. While DS310-61 has fast cure times, the nature of its chemistry allows for long recoat win-dows relative to comparative 100% solid urethanes. This helps to mitigate layering and recoat adhesion problems. DS310-61 is also formulated to provide optimal build properties. DS310-61 is formulated to provide optimal build properties, allowing for the required coating thickness to be applied in one coat – even on seams, welds and rivets – while at the same time pro-viding good overcoat properties and aesthetics. Application of DuraShield 310-61 is primarily accomplished by spray (using an approved LifeLast spray system), however hand-applicable versions are also available.

COLORS Standard color is almond. Gray and Black are also available.

QUALIFICATIONS

Meets AWWA C222

Certified to NSF/ANSI Standard 61 by the NSF for lining potable water tanks, pipes, valves, and fittings.

Pipe, Valves, Fittings ≥8”; thickness up to 210 mils

Tanks ≥50 gallons; thickness up to 210 mils

USDA BioPreferredSM: certified biobased product

TYPICAL APPLICATIONS

Potable Water Pipe Linings

Potable Water Tank Linings

Lining for Potable Water Valves and Fittings

HEALTH AND SAFETY Consult the DuraShield 310-61 Material Safety Data Sheet (MSDS) for handling and safety information.

HIGHLY IMPERMEABLE Provides excellent corrosion protection

GREAT CHEMICAL RESISTANCE Withstands most concentrated acids and bases

ABRASION & IMPACT RESISTANT Mitigates damage during handling and installation

STRONG ADHESION Over 1500 psi on abrasive blasted steel

GOOD FLEXIBILITY Expands and contracts with the substrate; great impact resis-tance

HIGH BUILD CHARACTERISTICS Application thicknesses from 20 mils to 250 mils in one application; completely encapsulates welds, rivets and edges

QUICK, INEXPENSIVE MAINTENANCE Patch holes and wear spots in minutes

LONG RECOAT WINDOW Up to 24-hour recoat window is beneficial for multi-day appli-cations, holiday repair, and addressing low millage areas.

PRIMERS

Steel: Self-priming

Non-Ferrous Metals & Galvanized Steel: Self-priming or Primall-160

Concrete & Wood: Self-priming or Primall-160

PRODUCT DESCRIPTION PRODUCT ADVANTAGES

COATING SYSTEMS

Page 29: Addendum 3.pdfPURCHASING DEPARTMENT REQUEST FOR TENDER No. 1808 College Park Reservoir Duplicate Water Supply Main Addendum No. 3 September 15, 2016 This addendum shall be read in

DURASHIELD 310-61 TECHNICAL DATA SHEET

EFFECTIVE: 01/03/12

TM

SOLIDS VOLUME 100 percent

MIX RATIO BY VOLUME By Volume: 3 : 1; By Weight: 3.17 : 1 (Resin : Activator)

RECOMMENDED DRY FILM THICKNESS 20 mils up to 250 mils; thickness varies with application. Con-sult a LifeLast technical representative for assistance.

COVERAGE

Theoretical: 80.2 ft2/gal; Typical: ≈70 ft2/gal @ 20 mils

NET WEIGHT PER GALLON (ALMOND)

Resin: 10.85 ± 0.2 lbs/gallon

Activator: 10.3 ± 0.15 lbs/gallon

Mixed: 10.7 ± 0.2 lbs/gallon

CURE TIME*

* Varies by application technique & thickness ** As per NSF Certification

TIME TO HOLIDAY TEST Coating must be tack free before holiday testing

SHELF LIFE 12 months at recommended storage temperatures in sealed, unopened containers.

STORAGE

Temperature

Resin: 40°F - 120°F, Activator 9000: 40°F - 120°F

Containers must be kept sealed in a dry environment.

SHIPPING INSTRUCTIONS Unheated trailer, no special requirements. Keep dry.

SURFACE PREPARATION Preparation requirements vary with application. Refer to the applicable DuraShield 310 and DuraShield 310-61 Application Specification Sheet or contact LifeLast for assistance.

MIXING Power mix contents of resin containers for a minimum of 30 minutes, making sure to remove all pigment from the bottom and sides of the container. Activator mixing is not needed.

POT LIFE 12-15 minutes @ 75°F (varies with batch size); ≈ 4 minutes @ spray temperatures

SPRAY TEMPERATURE* Resin: 120°F - 150°F; Activator 9000: 80°F - 150°F *Exact temps depend on spray equipment setup

SURFACE TEMPERATURE Min. 40°F, Max 140°F; surface should be clean, dry and more than 5°F above dew point. Ambient air temperature must be no less than 5°F above dew point.

AMBIENT CONDITIONS

Min. 0°F, Max 120°F

Relative Humidity should be less than 95%

SPRAY EQUIPMENT Refer to the applicable DuraShield 310 and DuraShield 310-61 Application Specification Sheet for recommended spray equip-ment and setup. Spray equipment must be approved by LifeLast.

Designation 45°F 75°F 105°F

Tack Free 360 min. 120 min. 60 min.

Recoat Time < 24 hours < 24 hours < 24 hours

To Immersion** 72 hours 72 hours 72 hours

To Handling/Traffic 36 hours 12 hours 6 hours

Test Standard Result

Adhesion to Steel ASTM D4541; A.2 > 1500 psi

Adhesion to Steel ASTM D6677 Rating - 10

Tensile Strength ASTM D412 2776 psi

Elongation at Break ASTM D412 41%

Flexibility, 75 mils ASTM D522 No cracking or delamination –

¾” Mandrel

Cathodic Disbondment

ASTM G95, mtd A

0 mm

Water Vapor Permeability

ASTM E 96 Procedure BW-Inverted Water Method

0.09 inch-pounds @ 53 mils

Water Absorption ASTM D570 0.49%

Pressure Bomb Aging; 90°C in Synthetic Seawater

ASTM D471 Weight Gain: 11 days – 5.9% 21 days – 5.7%

Hardness, Shore D ASTM D2240 68±3

Abrasion Resistance

ASTM D4060, CS17

45.1 mg

Impact Resistance ASTM G14 120 in-lbs

Dielectric Strength ASTM D149 527 V/mil

Service Temperature

Dry – Continuous: -40°F to 200°F Maximum Surge: 350°F Immersion – Insulated (max): 140°F Non-Insulated: 120°F

Chemical Resistance

ASTM D543 10% H2SO4 < 1% 30% NaCl < 1%

30% NaOH < 2%

TECHNICAL DATA

The information contained is offered without charge for technically qualified personnel at their discretion and risk. All statements, technical information and recommendations contained herein are based on tests and data believed to be reliable, but the accuracy or completeness thereof is not guaranteed and no warranty of any kind is made with respect thereto. We guarantee our products to conform to LifeLast quality control. Since conditions and methods of application are beyond our control, buyer assumes all risk of use or handling. LIFELAST MAKES NO WARRANTY, EXPRESS OR IMPLIED, WITH RESPECT TO THE GOODS OR THE USE OF THE GOODS OR THE PERFORMANCE OF THE GOODS AND MAKES NO WARRANTIES OF FITNESS FOR A PARTICULAR PURPOSE OR MERCHANTABILITY UNLESS OTHERWISE STATED IN WRITING BY AN OFFICER OF LIFELAST. Liability, if any, is limited to replacement of products. Data may be modified without prior notice.

PHYSICAL PROPERTIES

APPLICATION

Page 30: Addendum 3.pdfPURCHASING DEPARTMENT REQUEST FOR TENDER No. 1808 College Park Reservoir Duplicate Water Supply Main Addendum No. 3 September 15, 2016 This addendum shall be read in

1301 NE 144TH STREET, SUITE 125 VANCOUVER, WA 98685 O: 360.254.0563 WWW.LIFELAST.COM

DURASHIELD™ 310-61 JARS

TECHNICAL DATA SHEET EFFECTIVE: 10/08/12

CHEMICAL DESCRIPTION Solventless Elastomeric Aromatic Polyurethane, Chemical Cure, ASTM D16 Type V

USAGE DuraShield 310-61 (DS310-61) is a 100% solids, two-component polyurethane coating that contains no volatile or-ganic compounds (VOC), solvents or hydrocarbon extending fillers. The DS310-61 Joint & Repair System (JARS) is a user friendly polyurethane formulation that can be hand or spray applied to joints and for repairs. The long pot life of DS310-61 allows for hand application on larger surfaces, and the short cure time decreases the waiting time between coats. The hy-drophobic nature of DS310-61 makes it suitable for hand appli-cation without foam formation, even in humid environments. DS310-61 provides the low permeability and chemical resis-tance of an epoxy, with the durability, flexibility and fast cure times of polyurethanes. This blend of properties results in excellent application characteristics, while at the same time making it ideal for long-term immersion protection. While DS310-61 has fast cure times, the nature of its chemistry allows for long recoat windows relative to comparative 100% solid urethanes. This helps to mitigate layering and recoat adhesion problems. DS310-61 is also formulated to provide optimal build properties. Complete encapsulation of welds and joints can be accomplished by two 20-25 mil coats by hand.

COLORS Standard colors are almond and gray. Black is also available.

QUALIFICATIONS

Meets AWWA C222

Certified to NSF/ANSI Standard 61 by the NSF for lining potable water tanks, pipes, valves, and fittings.

Pipe, Valves, Fittings ≥8”; thickness up to 210 mils

Tanks ≥50 gallons; thickness up to 210 mils

USDA BioPreferredSM: certified biobased product

TYPICAL APPLICATIONS

Potable Water Pipe Linings

Potable Water Tank Linings

Lining for Potable Water Valves and Fittings

HEALTH AND SAFETY Consult the DuraShield 310-61 Material Safety Data Sheet (MSDS) for handling and safety information.

HIGHLY IMPERMEABLE Provides excellent corrosion protection

GREAT CHEMICAL RESISTANCE Withstands most concentrated acids and bases

ABRASION & IMPACT RESISTANT Mitigates damage during handling and installation

SAFE TO WORK WITH AND APPLY No solvents or VOC’s

USER-FRIENDLY APPLICATION PROPERTIES Long pot life with a short cure time; can be hand-applied

GOOD FLEXIBILITY Expands and contracts with the substrate; great impact resis-tance

HIGH BUILD CHARACTERISTICS Application thicknesses of 20-25 mils by hand; completely encapsulates welds, rivets and edges

QUICK, INEXPENSIVE MAINTENANCE Patch holes and wear spots in minutes

LONG RECOAT WINDOW Up to 24-hour recoat window is beneficial for multi-day appli-cations, holiday repair, and addressing low millage areas.

PRIMERS

Steel: Self-priming

Non-Ferrous Metals & Galvanized Steel: Self-priming or Primall-160

Concrete & Wood: Self-priming or Primall-160

PRODUCT DESCRIPTION PRODUCT ADVANTAGES

COATING SYSTEMS

Page 31: Addendum 3.pdfPURCHASING DEPARTMENT REQUEST FOR TENDER No. 1808 College Park Reservoir Duplicate Water Supply Main Addendum No. 3 September 15, 2016 This addendum shall be read in

DURASHIELD 310-61 JARS TECHNICAL DATA SHEET

EFFECTIVE: 01/03/12

TM

SOLIDS VOLUME 100 percent

MIX RATIO BY VOLUME By Volume: 3 : 1 (Resin : Activator)

RECOMMENDED DRY FILM THICKNESS 20 mils up to 250 mils; thickness varies with application. Con-sult a LifeLast technical representative for assistance.

THEORETICAL COVERAGE

Spray: 80.2 ft2/gal; Hand: ≈70 ft2/gal @ 20 mils

One kit covers a 12” wide section of 60” diameter pipe

NET WEIGHT PER GALLON (ALMOND)

Resin: 10.85 ± 0.2 lbs/gallon

Activator: 10.3 ± 0.15 lbs/gallon

Mixed: 10.7 ± 0.2 lbs/gallon

CURE TIME*

* Varies by application technique & thickness ** As per NSF Certification

TIME TO HOLIDAY TEST Coating must be tack free before holiday testing

SHELF LIFE 12 months at recommended storage temperatures in sealed, unopened containers.

STORAGE

Temperature

Resin: Min 40°F, Max 120°F

Activator 9000: Min 40°F, Max 120°F

Containers must be kept sealed in a dry environment.

SHIPPING INSTRUCTIONS Unheated trailer, no special requirements. Keep dry.

SURFACE PREPARATION Preparation requirements vary with application. Refer to the applicable DuraShield 310-61 JARS Application Specification Sheet or contact a LifeLast technical representative for assis-tance.

MIXING Power mix contents of resin containers for a minimum of 30 minutes, making sure to remove all pigment from the bottom and sides of the container. Activator mixing is not needed.

POT LIFE 12-15 minutes @ 75°F (varies with batch size)

APPLICATION TEMPERATURE Resin: 60°F - 80°F; Activator 9000: 60°F - 80°F

SURFACE TEMPERATURE Min. 40°F, Max 140°F; surface should be clean, dry and more than 5°F above dew point. Ambient air temperature must be no less than 5°F above dew point.

AMBIENT CONDITIONS

Min. 0°F, Max 120°F

Relative Humidity should be less than 95%

APPLICATION EQUIPMENT Refer to the applicable DuraShield 310-61 JARS Application Specification Sheet for recommended equipment and setup. For spray applications, see DuraShield 310-61.

Designation 45°F 75°F 105°F

Tack Free 360 min. 120-150 min. 60 min.

Recoat Time < 24 hours < 24 hours < 24 hours

To Immersion** 72 hours 72 hours 72 hours

To Handling/Traffic 36 hours 12 hours 6 hours

Test Standard Result

Adhesion to Steel ASTM D4541; A.2 >1500 psi

Adhesion to Steel ASTM D6677 Rating - 10

Tensile Strength ASTM D412 2776 psi

Elongation at Break ASTM D412 41%

Flexibility, 75 mils ASTM D522 No cracking or delamination –

¾” Mandrel

Cathodic Disbondment

ASTM G95, mtd A

0 mm

Water Vapor Permeability

ASTM E 96 Procedure BW-Inverted Water Method

0.09 inch-pounds @ 53 mils

Water Absorption ASTM D570 0.49%

Pressure Bomb Aging; 90°C in Synthetic Seawater

ASTM D471 Weight Gain: 11 days – 5.9% 21 days – 5.7%

Hardness, Shore D ASTM D2240 68±3

Abrasion Resistance

ASTM D4060, CS17

45.1 mg

Impact Resistance ASTM G14 120 in-lbs

Dielectric Strength ASTM D149 527 V/mil

Service Temperature

Dry – Continuous: -40°F to 200°F Maximum Surge: 350°F Immersion – Insulated (max): 140°F Non-Insulated: 120°F

Chemical Resistance

ASTM D543 10% H2SO4 < 1% 30% NaCl < 1%

30% NaOH < 2%

TECHNICAL DATA

The information contained is offered without charge for technically qualified personnel at their discretion and risk. All statements, technical information and recommendations contained herein are based on tests and data believed to be reliable, but the accuracy or completeness thereof is not guaranteed and no warranty of any kind is made with respect thereto. We guarantee our products to conform to LifeLast quality control. Since conditions and methods of application are beyond our control, buyer assumes all risk of use or handling. LIFELAST MAKES NO WARRANTY, EXPRESS OR IMPLIED, WITH RESPECT TO THE GOODS OR THE USE OF THE GOODS OR THE PERFORMANCE OF THE GOODS AND MAKES NO WARRANTIES OF FITNESS FOR A PARTICULAR PURPOSE OR MERCHANTABILITY UNLESS OTHERWISE STATED IN WRITING BY AN OFFICER OF LIFELAST. Liability, if any, is limited to replacement of products. Data may be modified without prior notice.

PHYSICAL PROPERTIES

APPLICATION