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- 07/2008 QPL 808.02
- AGREEMENT FOR THE ACCEPTANCE
- Quality Control by the Manufacturer
- Acceptance Testing by the Manufacturer
- TYPE C POLYETHYLENE LAMINATED ASPHALT MASTIC MATERIAL
- TYPE D ONE-PART, COLD-APPLIED, ASPHALT MODIFIED URETHANES
- OTHER APPROVED TYPES
NONSHRINK GROUTCement-Based Grout Product Manufacturer Certi-Vex Grout #1000 Vexcon Chemicals, Inc. 7240 State Road Philadelphia, PA. 19135 (888) 839-2661
300 Edwards Street Madison, Ohio 44057-3112 (440) 428-2105 CRC Flo-Rite 8000 Grout Construction Resins Corporation 2418 Ludelle Street Fort Worth, TX. 76105 (817) 535-3281 General-Purpose Construction Grout Symons Corporation 4226 Kansas Avenue Kansas City, Kansas 66106 (866) 329-8724 Hi-Flow Grout The Euclid Chemical Company 19218 Redwood Road Cleveland, Ohio 44110-2799 (800) 321-7628 Horn Grout Tamms 3835 State Route 72 Kirkland, Illinois 60146 (815) 522-3394 1107 Advantage Grout Dayton Superior Corp. Sure Grip High Performance 4226 Kansas Avenue Kansas City, Kansas 66106 (866) 329-8724 QUIKRETE Non-Shrink Precision Grout The QUIKRETE Companies 500 Marathon Parkway Lawrenceville, Georgia 30045 (770) 216-9580 07/2008 QPL 807.66 Page 2
Sealtight CG-86 Construction Grout W.R. Meadows P.O. Box 7752 255 N.E. 33rd Street Fort Worth, Texas 76111 (817) 834-1969 Sonogrout 10K Sonneborn / ChemRex, Inc. 889 Valley Park Drive Shakopee, Minnesota 55379 (800) 243-6739 Epoxy Grout Polygrout Tamms (For applications at air 3835 State Route 72 temperatures of 60°F - 90°F) Kirkland, Illinois 60146 (815) 522-3394
1. The nonshrink grout will consist of prepackaged, premeasured materials supplied by the manufacturer and be one of the following types: (a) Cement-based grout. The packaged materials will require only the addition of water. (b) Epoxy grout. The material will consist of a total system. Any resin hardener or additive to the grout will be supplied by the manufacturer. The manufacturer's mix instructions and usage information must be included with the package.
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5. If the product meets material requirements, the product will be approved for inclusion after receipt of a signed QPL certification. 6. Destination samples will be taken as deemed necessary to assure compliance with specifications. Material failures either in the laboratory or in field applications may be considered sufficient cause to reject the material. The Materials Engineer will determine if the failures warrant discontinuing acceptance and removal from this QPL. 07/2008 QPL 807.76 STRUCTURAL STEEL PAINT SYSTEM PRIMER/ TIE COAT/URETHANE FINISH 2003 STANDARD SPECIFICATIONS
Method of Documentation of Acceptance: By brand and manufacturer. The manufacturer shall furnish a certification for each lot certifying that the materials supplied conform to all the requirements specified and stating that the material is formulated the same as the material tested for manufacturer and brand name approval. Method of Approval for Materials to be added to this Qualified Products List: 1. The paint system shall consist of an inorganic zinc-rich primer, and a finish system consisting of an epoxy tie coat and a two component, high build, aliphatic polyurethane topcoat all from the same manufacturer. All coatings must meet the necessary individual requirements and be compatible within their system. Each coat of the system shall be the type as recommended by the manufacturer. 07/2008 QPL 807.76 Page 2
The various coats shall be sufficiently different in color as to permit detection of incomplete application. The color of the polyurethane paint shall match the Federal Standard 595A Color Chip No. 37200, Aluminum color, unless otherwise specified on the plans. 3. The manufacturer shall provide the following applicable documentation: Inorganic Zinc-Rich Primers (1) Certified test reports from an independent testing laboratory showing that the inorganic zinc-rich primer complies with the requirements of AASHTO M 300, Type I, or Type II. (2) Certified test reports from an independent testing laboratory showing that the primer shall qualify for a Class A classification (slip coefficient of 0.33 or greater) when tested according to “Testing Methods to Determine the Slip Coefficient for Coatings used in Bolted Joints” in Appendix A of Specification for Structural Joints Using ASTM A 325 or A 490 Bolts as published by AISC.
Certified test reports from an independent testing laboratory on the mixed urethane paint showing the weight in lb/gal(kg/L) and that it shall have a solids content of not less than 57% by volume. 4. All certified test reports shall include the manufacturer’s name, brand name of the paint, date of manufacture, and an infrared spectrum analysis of the paint used in the tests. For multi-component paints, the test reports shall show the exact ratio, by weight, of the components in the final product. 5. The manufacturer shall provide a sample, and product information, including printed instructions for application. 6. The manufacturer shall furnish a certification for each lot certifying that the materials supplied conform to all the requirements specified and stating that the material is formulated the same as the material tested for manufacturer and brand name approval. 7. When deemed necessary by the Materials Engineer and at a frequency determined by same, samples will be taken and tested on a random basis. These samples must meet all requirements. 8. Multiple material failures either in the laboratory or in field applications are sufficient reason to reconsider acceptance of material from a manufacturer. The Materials Engineer will determine if the failures warrant discontinuing acceptance and removal from this QPL. 07/2008 QPL 807.76 Page 3
PRIMER/ TIE COAT/URETHANE FINISH 1996 STANDARD SPECIFICATIONS
Method of Documentation of Acceptance: By brand and manufacturer. The manufacturer shall furnish a certification for each lot certifying that the materials supplied conform to all the requirements specified and stating that the material is formulated the same as the material tested for manufacturer and brand name approval. Method of Approval for Materials to be added to this Qualified Products List: 1. The paint system shall consist of an inorganic zinc-rich primer, and a finish system consisting of an epoxy tie coat and a two component, high build, aliphatic polyurethane topcoat all from the same manufacturer. All coatings must meet the necessary individual requirements and be compatible within their system. Each coat of the system shall be the type as recommended by the manufacturer. 07/2008 QPL 807.76 Page 4
3. The manufacturer shall provide the following applicable documentation:
(1) Certified test reports from an independent testing laboratory showing that the inorganic zinc-rich primer complies with the requirements of AASHTO M 300 (1993), Type I, Type IA, or Type II, as modified herein. (a) The test shown in AASHTO M 300 Section 4.7 is not required. (b) The time of exposure for Salt Fog Resistance, Accelerated Weathering, and Humidity Tests is reduced to 1000 Hours. (c) The variances, shown in AASHTO M 300 Sections 4.2.1, 4.2.2, 4.3.1, and Sections 4.8.2 through 4.8.4, inclusive, will not apply. (d) The adhesion testing shown in AASHTO M 300 Section 7.1 shall be modified to 5 mm spacing in the cross cut test. (2) Certified test reports from an independent testing laboratory showing that the primer shall qualify for a Class A classification (slip coefficient of 0.33 or greater) when tested according to “Testing Methods to Determine the Slip Coefficient for Coatings used in Bolted Joints” in Appendix A of Specification for Structural Joints Using ASTM A 325 or A 490 Bolts as published by AISC.
Certified test reports from an independent testing laboratory on the mixed urethane paint showing the weight in kg/L and that it shall have a solids content of not less than 57% by volume. 4. All certified test reports shall include the manufacturer’s name, brand name of the paint, date of manufacture, and an infrared spectrum analysis of the paint used in the tests. For multi-component paints, the test reports shall show the exact ratio, by weight, of the components in the final product. 5. The manufacturer shall provide a sample, and product information, including printed instructions for application. 6. The manufacturer shall furnish a certification for each lot certifying that the materials supplied conform to all the requirements specified and stating that the material is formulated the same as the material tested for manufacturer and brand name approval. 7. When deemed necessary by the Materials Engineer and at a frequency determined by same, samples will be taken and tested on a random basis. These samples must meet all requirements. 8. Multiple material failures either in the laboratory or in field applications are sufficient reason to reconsider acceptance of material from a manufacturer. The Materials Engineer will determine if the failures warrant discontinuing acceptance and removal from this QPL. 07/2008 QPL 808.02ELASTOMERIC BRIDGE BEARINGS D. S. Brown Company N. Baltimore, OH (419) 257-3561 Dynamic Rubber Company Athens, TX (903) 677-2871 Metal Products, Inc. Jefferson City, MO (573) 635-8556 Scougal Rubber Corp. Seattle, WA. (206) 763-2650 Seismic Energy Products Athens, TX (903) 675-8571 Tobi Engineering Glenview, IL (847) 724-7880 METHOD OF DOCUMENTATION OF ACCEPTANCE: By manufacturer’s Certificate of Compliance, certified laboratory test reports, and mill test reports approved by the Materials Division. These certifications and test reports shall be approved prior to shipment. Each bearing shall be marked in accordance with the requirements of Section 808 of the Standard Specifications and any supplemental specifications or special provisions. METHOD OF APPROVAL FOR MANUFACTURERS TO BE ADDED TO THE QUALIFIED PRODUCTS LIST: Listed manufacturers must agree to the requirements for certification as listed in the following pages. Failure to follow the certification agreement and/or failing test results of random samples will be cause for removing a manufacturer from this QPL. 07/2008 QPL 808.02 Page 2
AGREEMENT FOR THE ACCEPTANCEOf ELASTOMERIC BRIDGE BEARINGS This procedure is applicable to Plain or Steel Laminated Elastomeric Bridge Bearings or to Sliding Elastomeric Bearings. Elastomeric Bridge Bearings will be accepted by the Arkansas Highway and Transportation Department based on the following requirements for manufacturing, inspection, and certification: All iron and steel materials used on Department projects must be in compliance with "Buy America" requirements and the Department's "Standard Specifications for Highway Construction", Subsection 106.01. This means all manufacturing processes on the iron or steel in a product (i.e., smelting/remelting, and any subsequent process which alters the steel material's physical form or shape or changes its chemical composition) must occur within the United States to be considered of domestic origin. This includes processes such as rolling, extruding, machining, bending, grinding, drilling, or applying coatings. The use of pig iron or processed, pelletized, and reduced iron ore manufactured outside of the United States is permitted in the domestic manufacturing process for steel and/or iron materials. All steel mill test reports will contain a statement certifying that all manufacturing processes for the steel occurred in the United States. Each supplier/fabricator of an intermediate product will also certify that the product complies with "Buy America" requirements. Manufacturers must be approved by the Arkansas Highway and Transportation Department (AHTD) prior to fabrication of any elastomeric bridge bearings for an AHTD project. A representative of the Materials Division will review the plant facilities, its operations, testing facilities, and the requirements of this procedure with the Manufacturer. The bearing manufacturer shall furnish a Certification for each shipment containing a statement that each bearing meets the Specifications (indicate the year of the Standard Specification and any supplemental specifications or special provisions). A minimum of one copy of the Certification, laboratory test reports, and mill test reports shall be furnished to the Resident Engineer for subsequent submittal to the Materials Division for review and approval. Approval shall be obtained prior to shipment. The bearing manufacturer shall perform Quality Control inspection and Acceptance Testing in accordance with the minimum requirements detailed below. 07/2008 QPL 808.02 Page 3
The Bearing Manufacturer shall submit a Quality Control Plan for the manufacture of elastomeric bearings to the Materials Division for review and approval. The Plan shall detail the inspection and testing proposed to insure the elastomeric bearings comply with the Standard Specifications and other referenced specifications. The Quality Control Plan shall be submitted sufficiently in advance to allow a complete review by the Engineer. The Manufacturer shall be responsible for the costs involved in the development and execution of this Quality Control Plan, including testing specified in the Standard Specifications, plans, and in other referenced specifications. Further, the Manufacturer shall be responsible for the cost of the necessary correction of all deficiencies. Quality control inspection during manufacturing and prior to any repairs shall be performed to assure that bearings meet the referenced specifications. Non-complying bearings shall be rejected and shall be segregated from those conforming to specifications. Those, which are considered repairable, may be repaired and included with the conforming bearings. Test reports submitted for approval shall include a report on bearings which were repaired or rejected. The Manufacturer shall be responsible for, as a minimum, the following Quality Control items: 1. Maintenance of records for steel used in the manufacture of bearings and maintaining the heat traceability. The Manufacturer shall review mill test reports for compliance with the referenced specification, including the “Buy America” provisions. Records shall be maintained for a minimum of three (3) years. 2. Testing of the elastomer used or obtaining and reviewing test reports from the elastomer manufacturer or acceptable third party to assure the elastomer complies with specifications. The bearing manufacturer shall maintain the lot identity of elastomer used in the manufacture of bearings. 3. Dimensional inspection of finished bearings - individual layer dimensions and placement as well as overall dimensions. 4. The Manufacturer shall maintain records of inspections and shall furnish such records upon request. Inspection records shall be signed and dated. 5. The Manufacturer may perform any additional quality control testing he deems necessary. 07/2008 QPL 808.02 Page 4
Acceptance Testing by the ManufacturerFor acceptance purposes, bearings shall be individually proof loaded and inspected in accordance with the specifications. Records of the proof load tests shall be maintained. Proof loads shall be maintained within 10% of that designated for the prescribed period. For long duration proof tests, loads shall be monitored and recorded at least every ten minutes or, if controlled by automatic equipment, a record shall be maintained. Test reports shall be signed and dated. For short duration proof tests and long duration proof tests (as appropriate), a certification shall be submitted showing the number of bearings represented, bearing lot number, bearing identification (or appropriate description), number of bearings tested, test dates, and actual proof loads. The certification shall indicate the number of bearings accepted and shall also report any failing bearings. The Department reserves the right to witness the manufacturer’s Quality Control operations and/or acceptance tests at the point of manufacture, and/or inspect all records of the manufacturer relative to the Quality Control operations and inspection of any bearing. At a frequency determined by the Department, random inspection and testing may be performed by an authorized AHTD inspector. The manufacturer shall notify the Department of manufacturing operations sufficiently in advance to provide an opportunity for inspection. The Department reserves the right to reject any bearing which fails to conform to the referenced specifications, either in the manufacturing plant or at the project site. Please acknowledge agreement to the above requirements by signing and returning a copy of the letter for our producer files. Company Name /Plant Location :____________________________________________ Signature :____________________________ Date: ___________________________ Typed/Printed Name: ____________________________ Telephone No.: ______________ Fax No.: _____________ Email Address: ______________________ 07/2008 QPL 809.021 PREFORMED BRIDGE JOINT SEAL D. S. Brown Company North Baltimore, OH Watson-Bowman & Acme Corp. Amherst, NY
1. Qualification of a preformed joint seal manufacturer is based on the submittal of drawings showing proposed seal dimensions and tolerances, including recommended clearance from the roadway surface, and test results from a recognized laboratory. 2. When deemed necessary by the Materials Engineer and at a frequency determined by him, random samples will by taken and tested. 3. Material failure of project and/or random samples will be considered sufficient reason to discontinue acceptance of a material from a manufacturer, determination of which shall be made by the Materials Engineer. 07/2008 QPL 809.022 NEOPRENE STRIP JOINT SEAL Neoprene Strip Seals - A2R Series D. S. Brown Company (A2R-200, A2R-SEAL, A2R-XTRA Rails - SSA2, SSE2, SSCM2) Wabocrete Strip Seal Watson-Bowman & Acme Corp. Type A3, SE Series Method of Documentation of Acceptance: Acceptance of joint seal is by shop drawings supplied for each job/use by the manufacturer. The shop drawings shall indicate the type, location, and details of the mechanical devices needed to compress the joint to its required width based on the ambient temperature at the time of erection. After the armored joint has been set to its proper line and grade and securely attached in accordance with the drawings, the mechanical devices shall be removed and become the property of the fabricator of the armored joint. The neoprene strip seal shall be inserted in one piece across the bridge deck when the entire joint has been completed. The strip seal shall be installed in accordance with manufacturer's recommended construction methods. The brand and manufacturer if not listed above must be approved prior to use. Method of Approval for Materials to be added to this Qualified Products List: 1. Qualification of a neoprene strip seal manufacturer is based on the submittal of drawings showing proposed seal dimensions and tolerances, including distance from the roadway surface. Steel extrusions shall conform to the requirements of ASTM Designation A 588. Neoprene strip seal shall be an extruded neoprene material meeting the requirements of ASTM D 2628 modified to omit the recovery test and compression - deflection test. Seal test results from a recognized laboratory shall accompany the product information. The lubricant adhesive shall also be recommended by the manufacturer. The strip seal system will be approved by the Department's Bridge Design Division. All iron and steel material used on Department projects must be in compliance with "Buy America" requirements and the Department's "Standard Specifications for Highway Construction", Subsection 106.01. This means all manufacturing processes of the iron or steel in a product(i.e., smelting/remelting, and any subsequent process which alters the steel material's physical form or shape or changes its chemical composition) must occur within the United States to be considered of domestic origin. This includes processes such as rolling, extruding, machining, bending, grinding, drilling, and applying coatings. The use of pig iron or processed, pelletized, and reduced iron ore manufactured outside of the United States is permitted in the domestic manufacturing process for steel 07/2008 QPL 809.022 Page 2
2. The armored joint with neoprene strip seal shall be shop assembled and delivered to the job site ready for installation. Shop drawings shall be required for each job/use. The shop drawings shall indicate the type, location, and details of the mechanical devices needed to compress the joint to its required width based on the ambient temperature at the time of erection. After the armored joint has been set to its proper line and grade and securely attached in accordance with the drawings, the mechanical devices shall be removed and become the property of the fabricator of the armored joint. The neoprene strip seal shall be inserted in one piece across the bridge deck when the entire joint has been completed. The strip seal shall be installed in accordance with manufacturer's recommended construction methods. 3. When deemed necessary by the Materials Engineer and at a frequency determined by him, random samples will be taken and tested. 4. Material failure of project and/or random samples will be considered sufficient reason to discontinue acceptance of a material from a manufacturer, determination of which shall be made by the Materials Engineer. 07/2008 QPL 810.02 CLOSED CELL JOINT FILLERS AND ADHESIVES Product Manufacturers Metazeal AJ Chase Construction Products Phyzite 380 401 New Karner Road Eva-Pox Bonder No.1 (down to -1°C ,30°F) Albany, New York 12205 518-344-7777 Closed cell joint fillers are generally fabricated of layers of material bonded together. The manufacturers' installation procedures are that the closed cell joint filler be installed so the seams between layers are horizontal (parallel to the bridge deck). Method of Documentation for Acceptance. By brand and manufacturer. Method of Approval for Materials to be added to this Qualified Products List: 1. The manufacturer will provide Materials Division with a notarized test report from a recognized laboratory covering the material. Accompanying this report will be a statement of compliance to Arkansas Highway and Transportation Department's Standard Specification Section 810. 2. Sample(s) shall be submitted to Materials Division for further testing and evaluation. 3. A signed letter of agreement must be on file with Materials Division. 4. When deemed necessary by the Materials Engineer and at a frequency determined by him, random samples will by taken and tested. 5. Material failure of project and/or random samples will be considered sufficient reason to discontinue acceptance of a material from a manufacturer, determination of which shall be made by the Materials Engineer. 07/2008 QPL 812.02 BRIDGE NAME PLATES TYPE C & D Product Manufacturer Type C & D Bronze American Bronze Craft, Inc. P. O. Box 356 Judsonia, AR. 72801 Type C & D Bronze Matthews International Corp. Memorial Division 501 Lincoln St. Searcy, AR. 72143 Method of Documentation of Acceptance: Cast Aluminum Plates: By brand and manufacturer. Aluminum plates shall comply with the requirements of ASTM B 26, Alloy SG-70A, Condition T6. (Cast Aluminum Name Plates are not allowed on jobs let under Standard Specifications for HIGHWAY CONSTRUCTION, Edition of 2003.) Bronze Plates: By brand and manufacturer. Method of Approval for Materials to be added to this Qualified Products List: Detailed design drawings must be submitted for approval. The manufacturer will provide the Materials Division with notarized test reports from a recognized laboratory listing actual results from testing production samples of the material. Accompanying this report will be a statement from the manufacturer indicating compliance with AHTD Standard Specification Section 812.02. The material for bronze plates shall comply with the following chemical requirements. Copper 80.0 to 89.0% Tin 3.0 to 15.0 Lead 0 to 3.0 Iron 0 to 0.25% Nickel 0 to 1.0% Sulfur 0 to 0.05% Zinc 0 to 5.0% Phosphorus 0 to 1.0% Antimony 0 to 0.75% 07/2008 QPL 812.02 Page 2
707/2008 QPL 815.02
FORTRESS 5302 Brewer Company Primer Wickliffe Division FORTRESS ASPHALT PRIMER 30060 Lakeland Blvd. Wickliffe, OH 44092 1-800-394-0086 ASPHALT-TREATED COTTON FABRIC Suppliers FORTRESS 9400 Brewer Company (Identified by 94###, Last three Wickliffe Division numbers are roll width and length 30060 Lakeland Blvd. codes) Wickliffe, OH 44092 1-800-394-0086
15 ASTM Tarco 9515 Hwy. 165 S. North Little Rock, AR ASTM D 226 Type I I** (30 lb.) / D 4869 Type IV(#30S) 30 ASTM Tarco 9515 Hwy. 165 S. North Little Rock, AR ASPHALT FOR MOPPING ABOVE GROUND None Approved **Type II only for 2003 Std. Spec. jobs. 07/2008 QPL 815.02 Page 2
None Approved
Bituthene Low Temperature Membrane W.R. Grace & Company P-3000 Primer P.O. Box 226306 Bituthene Mastic or Liquid Membrane Dallas, TX 75222 Bituthene 3000 Membrane P-3000 Primer Bituthene Mastic or Liquid Membrane Bituthene 4000 Membrane System 4000 Surface Conditioner Bituthene Mastic or Liquid Membrane ConSeal CS-212 (membrane) Concrete Sealants, Inc. ConSeal CS-50 (primer) P.O. Box 176 ConSeal CS-75 (primer) New Carlisle, OH 45344 ConSeal CS-102 (mastic) Mel-Rol Waterproofing Membrane W.R. Meadows Mel-Prime Water Based Primer P.O. Box 7752 Mel-Prime V.O.C. Primer -Solvent Ft. Worth, TX 76111 Pointing Mastic 817-834-1969 Mel-Rol Liquid Membrane (LM) Polyguard 650 Membrane Polyguard Products Inc Polyguard 650LT Primer P.O. Box 755 Polyguard 650 Mastic Ennis, Texas 75120 800-541-4994
CCW-525 VG Carlisle Coatings & Waterproofing, Inc. P.O. Box 1600 Sapulpa, OK. 74067-1600 HLM 5000 T Sonneborn / ChemRex, Inc. (Sonneborn HLM 5000 T) 889 Valley Park Drive Shakopee, Minnesota 55379 1-800-243-6739 07/2008 QPL 815.02 Page 3
TYPE E FIBER MODIFIED ASPHALT COMPOUNDS Product Suppliers Koch #5972 Medium-bodied Liquid Koch Materials Company Asphalt Fibered Emulsion P.O. Box 9990 Koch #5984 Heavy-bodied Liquid Wickliffe, OH 44092 Asphalt Fibered Emulsion 216-944-3370 Koch #5941 Superior Flashing Cement OTHER APPROVED TYPESProducts Suppliers Black Hawk Plastic Roofing Cement Innovative Adhesives Co. Black Hawk 705M 450 Funston Road Black Hawk 708 Kansas City, KS 66115-1214 1-800-456-8556 Trowel-Mastic W.R. Meadows P.O. Box 7752 Ft. Worth, TX 817-834-1969 Method of Documentation of Acceptance: By brand and manufacturer. Method of Approval for Materials to be added to this Qualified Products List: 1. Suppliers/Manufacturers shall provide to the Materials Division the Manufacturer's certification for each material stating compliance with the appropriate stated specification and certifying that all materials supplied to Department projects will comply with the appropriate specifications. 2. Sample(s), 3’ by roll width, along with product literature shall be submitted to Materials Division for verification testing. 3. When deemed necessary by the Materials Engineer and at a frequency determined by same, samples shall be taken and tested on a random basis on materials from each manufacturer. 4. Material failure of project and/or random samples will be considered sufficient reason to discontinue acceptance of a material from a manufacturer, determination of which shall be made by the Materials Engineer. Directory: contracts contracts -> License agreement contracts -> License agreement contracts -> Introduction 5 A. Remedies for breach 5 contracts -> Program opportunity notice contracts -> Pon-14-308 Addendum 18 June 27, 2016 Federal Cost Share Under the Electric Program Investment Charge contracts -> Contracts – prof. Gillette – fall 2004 contracts -> Sfoc flight operations systems responsibilities post transition of mcc and ips to csoc contracts -> Dealer/Distributor Locations contracts -> Gwu school of Law Professor Swaine Spring 2013 Download 2.84 Mb. Share with your friends:
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