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Home My WebLink AboutRoad Treatment - Polymer Mod Em$5.00 non-refundable fee ~bbtain specifications. (includes postage)-- BID - MICRO-SURFACING BID OPENING: 11:00 A.M., Thursday, April 10, 1997. 4/2/97 2. 4/7/97 3. 4. 5. Corazzini $ Sons, 3120 Albertson La., Greenport, NY 11944 - 765-2012 Thomas H. Gannon & Sons, Inc. PO Box 505, Middle Island, NY 11953 696-8798 John To Montecalvo, Inc., Speonk-Riverhead Rd., Speonk, HY 11972-325-1492 7o JUDITH T. TEENY TOWN C LEP,,K REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER Town HaH, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (516) 765-1823 Telephone (516) 765-1800 OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD April 23, 1997 Thomas H. Gannon Jr., President Thos. H. Gannon & Sons, Inc. P.O. Box 505 Middle Island, New York 11953 Dear Mr. Gannon: Thank you for sending along your Certificate of Insurance so promptly. Returned herewith is your $2,550.00 bid check with regard to the acceptance of your bid for the application of Polymer Modified Asphalt Pavement Treatment (Type II Microsurfacing) in the Town of Southold. Very truly yours, Judith T. Terry $outhold Town Clerk Enclosure cc: Supt. of Highways Jacobs DATE 3803 P.O. BOX 505, MIDDLE ISLAND, N.Y. 11953 · 696-8798 FAX: 696-0892 RE~IVED Jud]l. th T. TerPs~ T~w~ ~ Clerk Town of S<,uthold Town Hail 5;BO!}~ Main APR 2 3 1997 }-{e: Pel}~mer, Mc, ali. lied Amph£tlk Pevenient TPeabment ENclosed please find the ,2ertiticate el insurance re:luired for. the above ,ion FiCA I O'F' NSURANCE '. i FR 01635. N 04/21/97 · '. ".CEiRTI ! :.' .... ':"': ................ '" "' PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. COMPANIES AFFORDING COVERAGE HICHAEL J ROMEO & SONS 3237 ROUTE 112 SUITE 3 HEDFORD NY 11763 INSURED ~HOS. H. GANNON & SONS INC ?.O. BOX 505 ~IDDLE ISLAND, NY 11953 co,,^.¥ A VALLEY FORGE INS. CO. COM.^NY E TRANSCONTINENTAL INS CO CO.P^N¥ C TRANSPORTATION INS CO THIS IS TO CERTIFY THAT THE POL OlEG OF INSURANCE LISTED BELOW HAVE BEEN iSSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NO]%N1THSTANDING ANY REQUIREMENT TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFI~J-E MAY BE ISSUED OR MAY PERTAIN TH ~' INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS EXCLUS ONS AND CONDmONS OF SUCH POL ~; ES. L M T~ SHO%NN MAY HAVE BEEN REDUCED BY PA D CLA MS. ~ ~NE~LU~IU~ C136402728 08/07/96 08/07/97 ~.E~L~.~ ' 2,000,000 ~ . ~MME~GEN~LLIA~ P~-~P~P~' ' 1,000,000 , .ooo.ooo ~.'O&~OR'SP~T. ~.~U.~ ' 1,000,000 FIRE ~E ~y ~flm) $ 50,000 MED.~P. ~ ~e ~) * 5.00q ~ ~s~u~u~ C[3640273[ 08/07/96 08/07/97 ~N~Na~ X ~ u~ s [.000.000 ~ ~c~mu~ C[36~02759 08/07/96 08/07/97 ~H~,~Nm S 6.000.000 X IUM~ ~M ~ WO,~,'S COa,~,S*~O, ~C[36602745 08/07/96 07/08/97 I~ uM~ ~H ~ ~ [00. 000 O~S~-mUC~ UM~ ~ 500. 000 ~S~-~H ~,~ ~ [00.00q 5 °m~C~-~O~ O~ BINDERS'[7 06/2[/97 0~/2[/98 $[~000~000 OCC SOU~O~D $2 ~ 000 ~ 000 ~E: ADDITIONAL INSURED: TOWN OF SOUTHOLD CERTIFICATE HOLDER TOWN OF SOUTHOLD TOWN HALL 53095 MAIN RD PO BOX 1179 SOUTHOLD NY 11971 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF. THE ISSUING COMPANY WILL ENDEAVOR TO MAIL '~0 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE COMPANY. FrS AGENTS OR REPRESENTATIVES. JUDITH T. TERRY TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (516) 765-1823 Telephone (516) 765-1800 OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD April 18, 1997 Thomas H. Gannon Jr., President Thos. H. Gannon & Sons, Inc. P.O. Box 505 Middle Island, New York 11953 Dear Mr. Gannon: The Southold Town Board, at a regular meeting held on April 15, 1997, accepted your bid in the amount of $.75 per square yard for the application of Polymer Modified Asphalt Pavement Treatment (Type II Micro- Surfacing), all in accordance with the bid specifications. Thank you for submitting your bid on this proposal. I am enclosing a copy of the insurance requirements. Once I am in receipt of those certificates, I will return your $2,550.00 bicl check. Very truly yours, Southold Town Clerk Enclosure INSURANCE REQUIREMENTS: The Contractor shall not commence any work until he has obtained, and had approved by the Town of Southold, all of the insurance that is required under this contract which has been enumerated h. erein: COMPENSATION INSURANCE: Public Liability and Property Damage Indurance Contractor's Protective Liability and Property Damage Insurance Owner's Protective Public Liability and Property Damage Insurance The Contractor shall not permit any subcontractor to commence any operation of the site until satisfactory proof of carriage of the above required insurance has been posted with and approved by the Owner. Compensation Insurance: The Cpontractor shall take out and maintain dudng the life of this Contract, Workmen's Compensation Insurance for all his employees employed at the site of the project, and in case of any of the work being sublet, the Contractor shall require all subcontractors similarly to provide Workmen's Compensation Insurance for all of the [atter's employees unless such employees are covered by the protection afforded by the Contractor. Public Liability and Property Damage Insurance: The Contractor shall take out and maintain dudng the life of this Contract such Public Liability and Property Damage Insurance as shall protect him and any subcontractor performing work covered by this Contract from claims for damages for personal injury including accidental death as well as from claims for property damage which may adse from operations under this Contract, whether su6h operations be by himself or by any subcontractor, to by anyone directly or indirectly employed by either of them, and the amounts of such insurance shall be as follows: Public Liability Insurance in an amount of not less than One Million Dollars ($1,000,000.00) for bodily injuries, including wrongful death to each person and subject to the same limit for each person in an amount not less that One Million Dollars ($1,000,000.00) on account of each accident. Property Damage Insurance in an amount not less than One Million Dollars ($1,000,000.00) for damages on account of each accident and in an amount of not less than One Mitlion Dollars ($1,000,000.00) for damages on account of all accidents. Liability and Property Damage Insurance: The above policies for Public Liability and Property Damage Insurance must be so written to include Contractor's Protective Liability and Property Damage insurance to protect the Contractor against claims adsing from the operations of a subcontractor. The policies shall also name the Town of Southoid as an additional insured. Owner's Protective Public Liability and Property Damage Insurance: The Contractor shall furnish to the Owner, with respect to the operations he or any of his subcontractors perform a regular Protective Public Liability Insurance Policy for, and in behalf of the Owner, providing for a limit of not less than One Million Dollars ($1,000,000.00) for all damages arising out of bodily injudes to, or death of, one person and subject to that limit for each person, a total limit of One Million Dollars ($1,000,000.00) for all damages arising out of bodily injuries to, or death of, two or more persons in any one accident; and regular Protective · Property Damage Insurance providing for a limit of not less than One Million Dollars ($1,000,000.00) for damages arising out of injury to, or destruction of, property in any one accident and subject to that limit per accident, a total (or aggregate limit of Two Million Dollars ($ 2,000,000.00) for all damages adsing out of injury to, or destruction of, property during the policy pedod. This insurance must fully cover the legal liability of the Owner. The coverage provided under his policy must not be affected if the Owner performs work in connection with the project either for or in cooperation with the Contractor or as an aid thereto whether the same be a part of the Contract or separate therefrom, by means of its own employees or agents or if the Owner directs or supervises the work to be performed by the Contractor. PROOF OF CARRIAGE OF INSURANCE: The Contractor shall fumish the Owner with certificates of each insurer insudng the Contractor of any subcontractor under this Contract except with respect to part D. As listed above. In respect to this paragraph, the Contractor shall furnish the Owner with the original insurance policy. Both certificates, as fumished, and the insurance policy, as required, shall bear the policy numbers, the expiration date of the policy and the limits of liability thereunder. Both the certificates and the policy shall be endorsed to provide the Owner with any notice of cancellation or non-renewal. JUDITH T. TEH~Y TOWN CLERK REGISTR.~R OF VITAL STATISTICS MARRIAGE OFFICER RECORDS .%L~qAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (516) 765-I823 Telephone (516) 765-1800 OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD April 18, 1997 P.J. Corazzini Paul Corazzini Jr. & Sons Inc. 3120 Albertson Lane Greenport, New York 11944 Dear P.J.: the Southold Town board, at a regular meeting held on April 15, 1997, accepted the bid of Thomas H. Gannon & Sons, Inc., in the amount of $.75 per square yard, for the application of Polymer Modified Emulsified Asphalt Pavement Treatment (Type II Micro-Surfacing). Thank you for submitting your bid on this proposal. Returned herewith is your $2,334.00 bid check. Very truly yours, Judith T. Terry Southold Town Clerk Enclosure :.~IL CORA,r./.iNI JR. & SONS INC. ,~, ~o. 3120 A[BERTSON LANE NOR~ FORK RANK DO NOT DESTROY ,'OOF=qOOll" ~:O 8 ~,~,O?q ~ 8':"" 7 i 6900 19 e~ :~14 DOU-ARS JUDITH T. TERRY TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (516) 765-1823 Telephone (516) 765-1800 OFFICE OF TIlE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON APRIL 15, 1997: RESOLVED that the Town Board of the Town of Southold hereby accepts the bid of Thomas H. Gannon & Sons, Inc., in the amount of $.75 per square yard, for the application of Polymer Modified Emulsified Asphalt Pavement Treatment (Type II Micro-Surfacing), all in accordance with the bid specifications. Judith T. Terry Southold Town Clerk April 16, 1997 RAYMOND L. JACOBS Superintendent Highway Department Town of Southold Peconic Lane P.O,Box 178 Peconic, New York 11958 Tel. (516) 765-3140 (516) 7.34-5211 Fax. (516) 765-I750 SPECIFICATIONS POLYMER MODIFIED EMULSIFIED ASPHALT PAVEMENT TYPE II MICRO - SURFACING NOTE: THE TOWN OF SOUTHOLD WILL ALSO REQUIRE +/- 30,000 SQUARE YARDS (more or less as may be needed ) OF PAVEMENT TO BE APPLIED ON FISHERS ISLAND. THE CONTRACTOR SHALL BE REQURIED TO NOTIFY EACH RESIDENT AT LEAST 24 HOURS PRIOR TO ANY WORK ON TOWN ROADS. RESIDENTS MUST BE RE-NOTIFIED AFTER DELAYS DUE TO INCLEMENT WEATHER OR JOB OPERATIONS. Pages 1 through 7 PROPOSAL FORM NAME OF BIDDER: TO: SOUTHOLD TOWN BOARD TOWN HALL - 53095 MAIN ROAD SOUTHOLD, NEWYORK 11971 MEMBERS Of THE BOARD: The undersigned as bidder, declares that the only persons, company, or parties interested in this proposal as principals are named below; that this proposal is made without any connection, directly or indirectly with any other bidder for the same work; that it is in all respects fair and without collusion or fraud, and that no person acting for or employed by the aforementioned owner is or will be interested directly or indirectly, in the performance of the contract, or the supplies relating to it, or in any portion of the profit thereof; that he has carefully examined all project requirements, including bidding requirements, contract, general and special conditions, specifications, and addenda, if any (Note: acknowledgment of addenda and their dates must be included as indicated on bottom page); that he has satisfied himself by personal examination of the proposed work, and by such other means as he may have chosen, as to the conditions and requirements of the work; and he proposed and agrees that if his proposal be accepted he will contract to furnish all materials not provided by the Town (See Specifications) and to perform all the work required to construct, perform and complete the specified work; and that he will start the work as directed by the Town, he will accept, in full payment thereof as listed below: SURFACE TREATMENT OF TOWN ROADS WITH POLYMER MODIFtED EMULSIFIED ASPHALT PAVEMENT IN ACCORDANCE WITH THE PROJECT REQUIREMENTS. THE ABOVE REFERENCED ACTIVITIES WILL BE COMPLETED FOR THE STIPULATED "UNIT PRICE" OF: (written in numbers) And he further agrees that if this proposal shall be accepted by the Town and that if he shall refuse, fail or neglect to enter into a Contract pursuant to such proposal and to the requirements of the Town, shall have been deposited in the mail addressed to him at the address given in the proposal, that he shall be considered to have abandoned the contract. We the undersigned, further agree that this proposal shall be reviewed by the Town to correct any deficiencies in the proposed scope of work and, if no corrections are necessary, further agree that this proposal is a formal bid and shall remain in effect for a period of forty-five (45) days, the Town will accept or reject this proposal or by mutual agreement may extend this time pedod. Signature of Bidder: Business Address: Telephone Number: Date: /~/'/d//~ ~7 Page 1 of 7 POLYMER MODIFIED EMULSIFIED ASPHALT PAVEMENT "TYPE I1" MICRO-SURFACING 1. Description The work shall consist of the application of a Polymer Modified Asphalt Pavement Course to fill ruts or provide a weadng course for the existing pavement. The paving matedal shall be "Macroseal" or approved equal. The surface shall provide a dense smooth topping free of ravels and blemishes. It shall fill minor depressions, cracks and voids, and be non- bleeding. The mixture shall consist of a polymer modified cationic asphalt emulsion, mineral aggregate, mineral and field control additives and water. The mixture shall be properly proportioned, mixed and spread on the paved surface in accordance with this specification and as directed by the engineer. 2. Materials Emulsified Asphalt. The emulsified Asphalt shall be a quick-set polymer modified CSS-1 H emulsion and shall conform to the requirements specified in AASHTO M208 and ASTM D2397. The polymer material shall be milled or blended into the asphalt or blended into the emulsifier solution prior to the emulsification process. The Emulsified Asphalt shall be produced by an approved materials manufacturing company capable of manufacturing a Micro-Surfacing Emulsion (MSE) meeting the following requirements. When tested, the Micro-Surfacing Emulsion (MSE) shall meet the requirements of AASHTO M208 and ASTM D2397 for CSS-1H plus the following: Test Quality Specification AASHTO T59 SDTM F244 Residue after 62% Min. Distillation * The temperature for this test should be held below 280 F (138 C). Tests on Residue AASJTP T59 ASTM D36 Softening Point 135°F (5'7°C) min. AASHTO T49 Penetration at 40 - 90 ASTM D36 77°F (25°C) ASTM 2170 Kenematic Vis @ 275°F (135°C) 650 cSt/sec, min. Each load of emulsified asphalt shall be accompanied with a certificate of analysis/compliance to assure that it is the same as that used in the mix design. Page 2 of 7 Aggregate. The Type II mineral aggregate shall be manufactured crushed stone, sand, slag, crusher fines, or combination thereof. Smooth textured sand of less than 1.25% water absorption, as tested by ASTM C128, shall not exceed 50% of the total combined aggregate. The aggregate shall be clean and free from organic matter, dirt, dust, and other deleterious substances. When tested, the Type II aggregate shall meet the following Test Quality AASHTO T176 ASTM D2419 Sand Equivalent AASHTO T104 ASTM C88 Soundness Specification 60 min. requirements. 15% max. using NA2 SO~ or 25% max. using MgSO~ AASHTO T96 Abrasion 30% max. ASTM C131 Resistance Abrasion tests shall be run on the aggregate before it is crushed. All aggregate shall meet New York State approved polishing values. Grading. When tested in accordance to AASHTO T27 - (ASTM C136) and AASHTO T11 - (ASTM C117), the target mix design or aggregate gradation shall meet the following: Type II Aggregate Sieve Size Percent Passing Sieve Size Percent Passing 3/8" 100 # 30 30 - 50 (+/- 5%) # 4 90- 100 (+/-5%) #50 18-30 (+/-4%) # 8 65-90 (+/-5%) #100 10-21 (+/-3%) # 16 45 - 70 (+/- 5%) #200 5 - 15 (+/- 2%) Water. The water shall be potable and shall be free of harmful soluble salts. Polymer Modifier. The Polymer Modifier shall be milled into the asphalt emulsion. The emulsified asphalt shall be so formulated that when the paving mixture is applied at a thickness of one (1) inch with the relative humidity at not more than 50 % and the ambient air temperature of at least 75 degrees F., the material will cure sufficiently so that rolling traffic can be allowed in one (1) hour with no damage to the surface, as verified by the engineer. Page 3 of 7 Mineral Filler. The mineral filler shall be any recognized brand of nonairentrained portland cement or hydrated lime that is free from lumps. The type and amount of mineral filler needed shall be determined by laboratory mix design and will be considered as part of the mineral gradation requirement. An increase or decrease of less than one percent may be permitted when the Micro-Surfacing is being placed if it is found to be necessary for better consistency or set times. 3. General Requirements. Mix Design. Before the work commences, the contractor shall submit a signed mix design report covering the specific materials to be used on the project. This design shall be performed by the emulsion producer. Once the materials are approved, no substitutions will be permitted unless first tested and approved by the emulsion producer and the engineer. The materials manufacturer shall develop the job mix design and present certified test results for the engineer's approval. Compatibility of the aggregate and the emulsion shall be verified by the mix design. The job mix formula shall provide a minimum Marshall stability of 1,800 pounds and a flow of 6 to 18 units when tested according to the ASTM 1559 or AASHTO 2450 procedure. All component materials used in the mix design shall be representative of the materials proposed by the contractor for use on the project. Specifications. The engineer shall approve the design mix and all Micro-Surfacing materials and methods prior to use. The component materials shall be within the following limits. Residual Asphalt - 5% to 9% by dry weight of aggregate Mineral Additive - 0.5% to 3% by dry weight of aggregate Polymer Based Modifier - minimum 3% solids based on bitumen weight content Field Control Additive - As needed to provide specified properties Water - As needed to provide proper consistency Rate of Application. The Micro-Surfacing mixture shall be of proper consistency at all times so as to provide an application rate of 22 - 27 # Per Square Yard. Page 4 of 7 Equipment. All equipment, tools and machines used in the performance of this work shall be maintained in satisfactory working order at all times. Descriptive information of the mixing and application equipment to be used shall be submitted for approval not less than 10 days before work starts. (a) Mixing Equipment - The material shall be mixed by a mixing machine which shall be a continuous-flow mixing unit able to accurately deliver and proportion the aggregate, emulsified asphalt, mineral filler, field control additive and water to a revolving multi-blade mixer and discharge the thoroughly mixed product on a continuous basis. The machine shall have sufficient storage capacity for aggregate, emulsified asphalt, mineral filler, field control additive and water, to maintain an adequate supply to the proportioning controls. (b) Proportioning Devices - Individual volume or weight controls for proportioning each material to be added to the mix shall be provided. Each material control device shall be so calibrated and properly marked. They shall be accessible for ready calibration and to be equipped with a revolution counter or similar device so that the engineer may determine the amount of each material used at any time. (C) Emulsion Pump - The emulsion pump shall be a heated positive displacement type. (d) Spreading Equipment - The paving mixture shall be spread uniformly by means of a mechanical type squeegee box, equipped with paddles to agitate and spread the materials throughout the box. The equipment shall provide sufficient turbulence to prevent the mix from setting in the box or causing excessive side build-up or lumps. Flexible seals shall be in contact with the road surface to prevent loss of mixture from the box. The rear seal shall act as a final strike off and shall be adjustable. The contractor shall operate the spreading equipment in such a manner to prevent the loss of the mixture on super-elevated curves. The mixture shall be spread to fill cracks and minor surface irregularities and leave a uniform skid-resistant surface without causing skips, lumps or tears in the finished surface. (e) Auxiliary Equipment - Other tools or equipment such as brushes, hand squeegees, hose equipment, tank truck water distributors and flushers, power blowers, barricades, etc., shall be provided as required. Page 5 of 7 Machine Calibration. Each mixing unit to be used in the performance of the work shall be calibrated in the presence of the engineer prior to construction, or previous calibration documentation covedng the exact materials to be used may be acceptable provided they were made during the current calendar year. Weather Limitations. The material shall be spread only when: 1. The road surface and atmospheric temperatures are at least 45 degrees F. and rising. 2. The weather is not foggy or rainy. 3. There is no forecast of temperatures below 32 degrees F. within 48 hours from the time of placement of the mixture. Surface Preparations. The area to be surfaced shatl be thoroughly cleaned of vegetation, loose aggregate, dirt, grease, oil or any type of objectionable surface film. Manholes, valve boxes and other service entrances shall be protected from the surfacing material. Stockpiles. Precautions shall be taken to insure that stockpiles do not become contaminated. Stockpiles shall be kept in areas that drain readily. Application. The surface shall be pre-wetted by fogging ahead of the spreader box. The entire surface should be damp with no apparent flowing water in front of the box. The surfacing mixture shall be of the desired consistency upon leaving the mixer and no additional materials should be added. A sufficient amount of material shall be carried in all parts of the spreader at all times so that a complete coverage is obtained. Overloading of the spreader box should be avoided. No lumping, bailing, or unmixed aggregate shall be permitted. No streaks, such as those caused by oversized aggregate, will be left in the finished surface. If excess oversize develops, the job will be stopped until the contractor proves to the engineer that the situation has been corrected. No excess build-up, uncovered areas or unsightly appearances shall be permitted on longitudinal or transverse joints. The contractor shall provide suitable width spreading equipment to produce a minimum number of joints. The finished surface shall present a uniform and skid resistant texture satisfactory to the engineer. Areas which cannot be reached with the mixing machine shall be surfaced using hand squeegees to provide complete and uniform coverage. The area to be hand-worked shall be lightly dampened prior to the mix placement. Care shall be exercised to leave no unsightly appearance from hand-work. Page 6 of 7 Quality Control. The contractor shall be responsible for any and all fees relating to materials testing. The contractor will permit the engineer to take samples of the aggregate and asphalt emulsion to be used in the project at the engineers discretion. Gradation and sand equivalent tests may be run on the aggregate and residual asphalt tests on the emulsion. Test results will be compared to the specifications. Samples of the mixture could be taken as often as two (2) times each day. Consistency and residual asphalt content tests may be made on the samples and compared to the specifications. The contractor will be notified immediately if any tests fails to meet the specifications. If any two successive tests on the material fail, the job shall be stopped. If any two successive tests on the mix from the same machine fail, the use of that machine will be suspended. Traffic Maintenance. The contractor shall be responsible for providing maintenance and protection of vehicular and pedestrian traffic associated with this work. Opening to traffic does not constitute acceptance of the work. Method of Payment. The quantity to be paid for under this item shall be the number of square yards of pavement covered in accordance with the specification. Qualifications. The contractor shall have or be associated with a company that has a minimum of three years experience in the application of micro-surfacing material. In order to insure the efficient application of the product, the contractor must own or show the ability to rent and maintain a minimum of two mixing units capable of meeting the minimum requirements set forth in these specifications. Submittals. The contractor shall be required to submit the following information with his bid: 2. 3. 4. A letter of availability from the intended MSE supplier. A certified mix design from the materials manufacturer. A typical analysis of Macroseal Emulsion or approved equal. A list of at least (5) micro-surfacing projects which used the same emulsion and design mix indicated in the bid documents. These projects must have been completed within the last three years and the list must include the locations, amount of square yards applied and a reference name and telephone number. * Note: Any and all exceptions or substitutions to the specifications contained herein must be listed seperatly and included within the contractors formal bid proposal. Page 7 of 7 IKOCH KOCH MATERIALS COMPANY ASPHALT DIVISION February 22, 1997 Tom Gannon Thomas H. O~nnon & Sons 75 Cedarhurst Avenue Medford, NY 11763 Dear Tom: This letter is to state that bituminous material meeting microsurfacing (Ralumac) specifications will be manufactured by Koch Materials Company for Thomas H. Gannon & Sons dudng 1997. tt is understood and agreed thai Koch shall not be liable for any damages for any default or delay, either in delivery or performance due to any shorlages caused by Federal, State or supplier rationing. Sincerely, I~AI~/~OMPANY Konn Wilson Sales RepresentatiVe Eastern Region 3847 Pottsville Pike · Reading, Pennsylvania 19605-1723 · 215/921-0271 IIKOCH KOCH MATERIALS COMPANY ASPHALT DIVISION July 3, 1996 Mr. Thomas Gannon P.O. Box 505 Middle Island, NY 11953 Dear Mr. Gannon Here is the mix design and test results for the Tilcon New York Inc., Haverstraw, NY., stone sand, Type II aggregate. A range from 7.0% to 8.0% residual asphalt (npprex. 10.7% to 12.2% emulsion) is indicated for this aggregate. A level of 1%.cement was used for this design along with a small amount of control additive as required for proper mixing. The design gradation was as follows: Sieve %Passing Typell Spec. 3/8 100.0 100 4 99.7 90-100 8 82.0 65-90 16 54.9 45-70 30 38.3 30-50 50 23.8 18-30 100 12.3 10-21 200 5.5 5-15 Test Wet Cohesion, 30 minutes 60 minutes Wet Track Abrasion Loss, 1 hour soak Mix Time Results 16.0 kg-cra 22.0 kg-cm 17.9g/sq fl Passed 120 sec + Laboratory compatibility tests using Ralumac emulsion and the above tested aggregate were satisfactory. Test data reported herein has been secured by reliable testing procedures. AS we have no knowledge of, or control over the conditions that may affect the use of the maledal from which the samples were taken, we assume no responsibility in furnishing this data other than to warrant they represent reliable measurements of the properties of the sample received and tested. Sincerely, ~ _ · Ron Kohler Technical Service 1194 Zinn's Quarry Road · York, Pennsylvania17404 · 717/843-0975 B41KOCH KOCH MATERIALS COMPANY ASPHALT DIVISION APRIL 5, 1995 MR. THOMAS GANNON P.O. BOX 505 MIDDLE ISLAND, NY. 11953 TYPICAL ANALYSIS ON RALUMAC MICRO-SURFACING EMULSION IS AS FOLLOWS. VISCOSITY, SAYBOLT FUROL @ 77 F, SEC 49 STORAGE STABILITY TEST, 1 DAY < 1 PARTICLE CHARGE POSITIVE SIEVE, % .015 RESIDUE BY DISTILLATION, % 64.0 MIXING TESTS PASS % POLYMER > 3 TEST ON RESIDUE FROM DISTILLATION @ 350 F PENETRATION, 77 F, 100g, 5 SEC 60 DUCTILITY, 77 F, 5 cm/min, CM 60+ ABSOLUTE VISCOSITY @ 140 F-POISE 18,259 SOLUBILITY IN TRICHLORETHYLENE 99.0 SOFTENING POINT, RING & BALL, F 143 I HOPE THIS INFORMATION IS SUFFICIENT FOR YOUR NEEDS. SINCERELY DAVID E. NEGRO LAB TECHNICIAN 1194 Zinn's Quarry Road · York, Pennsylvania 17404 · 717/843-0975 P.O. BOX 505, MIDDLE ISLAND, N.Y. 11953 696-8798 FAX: 696-0892 'Phc feiJ }wins~ represent s a list of miopo striae-Lng pro3,:,o ts ,_.sm~,Je~ec~ L'V 'L'hes_ H_ G'~nn,nn & Sons, inc. durin~ the last three Town ol East ?{ampton 2,-wn of Riverhead Towh of Southampton V. c~f Rockville Centre Town ef Sou tho[O ChPis Russo :!',24-!1192:5 Charles Bloss 727-5670 Bil! Master'son Y28-3600 St e~e l{ristas ~Y78-921 ! Very truly ,vours, rlnomas H. Gannon? Jr. Presideh/ RAYMOND L. JACOBS Superintendent Highway Department Town of Southold Peconic Lane P.O.Box 178 Peconic, New York 11958 Tel. (516) 765-3140 (516) 734-5211 Fax. (516) 765-1750 SPECIFICATIONS POLYMER MODIFIED EMULSIFIED ASPHALT PAVEMENT TYPE II MICRO - SURFACING NOTE: THE TOWN OF SOUTHOLD WILL ALSO REQUIRE +/- 30,000 SQUARE YARDS (more or less as may be needed ) OF PAVEMENT TO BE APPLIED ON FISHERS ISLAND. THE CONTRACTOR SHALL BE REQURIED TO NOTIFY EACH RESIDENT AT LEAST 24 HOURS PRIOR TO ANY WORK ON TOWN ROADS. RESIDENTS MUST BE RE-NOTIFIED AFTER DELAYS DUE TO INCLEMENT WEATHER OR JOB OPERATIONS. Pages 1 through 7 C(,R~':~'~'NI JR. · SONS INC. 31~ A~BERT~ ~NE RTIF__~ ~ FORK BANK 6900 PROPO~.L FORM NAME OF BIDDER: TO: SOUTHOLD TOWN BOARD TOWN HALL - 53095 MAIN ROAD SOUTHOLD, NEW YORK 11971 MEMBERS OF THE BOARD: The undersigned as bidder, declares that the only persons, company, or parties interested in this proposal as principals are named below; that this proposal is made without any connection, directly or indirectly with any other bidder for the same work; that it is in all respects fair and without collusion or fraud, and that no person acting for or employed by the aforementioned owner is or will be interested directly or indirectly, in the performance of the contract, or the suppties relating to it, or in any portion of the profit thereof;, that he has carefully examined all project requirements, including bidding requirements, contract, general and special conditions, specifications, and addenda, if any (Note: acknowledgment of addenda and their dates must be included as indicated on bottom page); that he has satisfied himself by personal examination of the proposed work, and by such other means as he may have chosen, as to the conditions and requirements of the work; and he proposed and agrees that if his proposal be accepted he will contract to furnish all materials not provided by the Town (See Specifications) and to perform all the work required to construct, perform and complete the specified work; and that he will start the work as directed by the Town, he will accept, in full payment thereof as listed below: SURFACE TREATMENT OF TOWN ROADS WITH POLYMER MODIFIED EMULSIFIED ASPHALT PAVEMENT IN ACCORDANCE WITH THE PROJECT REQUIREMENTS. THE ABOVE REFERENCED ACTIVITIES WILL BE COMPLETED FOR THE STIPULATED "UNIT PRICE" OF: (wdtten in words) ¢ , 7 7 ¢ (written in numbers) And he further agrees that if this proposal shall be accepted by the Town and that if he shall refuse, fail or neglect to enter into a Contract pursuant to such proposal and to the requirements of the Town, shall have been deposited in the mail addressed to him at the address given in the proposal, that he shall be considered to have abandoned the contract. We the undersigned, further agree that this proposal shall be reviewed by the Town to correct any deficiencies in the proposed scope of work and, if no corrections are necessaP/, further agree that this proposal is a formal bid and shall remain in effect for a pedod of forty-fiv~e (45) days, the Town will accept or reject this proposal or by mutual agreement may extend this tim~ _ _ Signature of Bidder: Business Address: ~l~ ~;~/~- x~/~.,~ ~'. Telephone Number: Date: Page 1 of 7 POLYMER MODIFIED EMULSIFIED ASPHALT PAVEMENT "TYPE I1" MICRO-SURFACING 1. Description The work shall consist of the application of a Polymer Modified Asphalt Pavement Course to fill ruts or provide a wearing course for the existing pavement. The paving material shall be "Macroseal" or approved equal. The surface shall provide a dense smooth topping free of ravels and blemishes. It shall fill minor depressions, cracks and voids, and be non- bleeding. The mixture shall consist of a polymer modified cationic asphalt emulsion, mineral aggregate, mineral and field control additives and water. The mixture shall be properly proportioned, mixed and spread on the paved surface in accordance with this specification and as directed by the engineer. 2. Material8 Emulsified Asphalt. The emulsified Asphalt shall be a quick-set polymer modified CSS-1H emulsion and shall conform to the requirements specified in AASHTO M208 and ASTM D2397. The polymer material shall be milled or blended into the asphalt or blended into the emulsifier solution prior to the emulsification process. The Emulsified Asphalt shall be produced by an approved materials manufacturing company capable of manufacturing a Micro-Surfacing Emulsion (MSE) meeting the following requirements. When tested, the Micro-Surfacing Emulsion (MSE) shall meet the requirements of AASHTO M208 and ASTM D2397 for CSS-1H plus the following: Test Quality Specification AASHTO T59 SDTM F244 Residue after Distillation 62% Min. * The temperature for this test should be held below 280 F (138 C). Tests on Residue AASJTP T59 ASTM D36 Softening Point 135°F (57°C) min. AASHTO T49 Penetration at 40 - 90 ASTM D36 77°F (25°C) ASTM 2170 Kenematic Vis @ 275°F (135°C) 650 cSFsec, min. Each load of emulsified asphalt shall be accompanied with a certificate of analysis/compliance to assure that it is the same as that used in the mix design. Page 2 of 7 Aggregate. The Type II mineral aggregate shall be manufactured crushed stone, sand, slag, crusher fines, or combination thereof. Smooth textured sand of less than 1.25% water absorption, as tested by ASTM C128, shall not exceed 50% of the total combined aggregate. The aggregate shall be clean and free from organic matter, dirt, dust, and other deleterious substances. When tested, the Type It aggregate shall meet the following requirements. Test Quality Specification AASHTO T176 ASTM D2419 Sand Equivalent 60 min. AASHTO T104 ASTM C88 Soundness 15% max. using NA2 SO4 or 25% max. using MgSO4 AASHTO T96 Abrasion 30% max. ASTM C131 Resistance Abrasion tests shall be run on the aggregate before it is crushed. All aggregate shall meet New York State approved polishing values. Grading. When tested in accordance to AASHTO T27 - (ASTM C136) and AASHTO T11 - (ASTM C117), the target mix design or aggregate gradation shall meet the following: Type II Aggregate Sieve Size Percent Passing Sieve Size Percent Passing 3/8" 1 O0 # 30 30 - 50 (+/- 5%) # 4 90 - 100 (+/- 5%) # 50 18 - 30 (+/- 4%) # 8 65-90 (+/-5%) #100 10-21 (+fi 3%) # 16 45 ~ 70 (+/- 5%) #200 5 - 15 (+/- 2%) Water. The water shall be potable and shall be free of harmful soluble salts. Polymer Modifier. The Polymer Modifier shall be milled into the asphalt emulsion. The emulsified asphalt shall be so formulated that when the paving mixture is applied at a thickness of one (1) inch with the relative humidity at not more than 50 % and the ambient air temperature of at least 75 degrees F., the material will cure sufficiently so that rolling traffic can be allowed in one (1) hour with no damage to the surface, as vedfied by the engineer. Page 3 of 7 Mineral Filler, The mineral filler shall be any recognized brand of nonairentrained portland cement or hydrated lime that is free from lumps. The type and amount of mineral filler needed shall be determined by laboratory mix design and will be considered as part of the mineral gradation requirement. An increase or decrease of less than one percent may be permitted when the Micro-Surfacing is being placed if it is found to be necessary for better consistency or set times. 3. General Requirements. Mix Design. Before the work commences, the contractor shall submit a signed mix design report covering the specific materials to be used on the project. This design shall be performed by the emulsion producer. Once the materials are approved, no substitutions will be permitted unless first tested and approved by the emulsion producer and the engineer. The materials manufacturer shall develop the job mix design and present certified test results for the engineer's approval, Compatibility of the aggregate and the emulsion shall be verified by the mix design. The job mix formula shall provide a minimum Marshall stability of 1,800 pounds and a flow of 6 to 18 units when tested according to the ASTM 1559 or AASHTO 2450 procedure. All component materials used in the mix design shall be representative of the materials proposed by the contractor for use on the project. Specifications. The engineer shall approve the design mix and all Micro-Surfacing materials and methods pdor to use. The component materials shall be within the following limits. Residual Asphalt Mineral Additive Polymer Based Modifier Field Control Additive Water - 5% to 9% by dry weight of aggregate - 0.5% to 3% by dry weight of aggregate - minimum 3% solids based on bitumen weight content - As needed to provide specified properties - As needed to provide proper consistency Rate of Application. The Micro-Surfacing mixture shall be of proper consistency at all times so as to provide an application rate of 22 - 27 # Per Square Yard. Page 4 of 7 Equipment. All equipment, tools and machines used in the performance of this work shall be maintained in satisfactory working order at all times. Descriptive information of the mixing and application equipment to be used shall be submitted for approval not less than 10 days before work starts. (a) Mixing Equipment - The material shall be mixed by a mixing machine which shall be a continuous-flow mixing unit able to accurately deliver and proportion the aggregate, emulsified asphalt, mineral filler, field control additive and water to a revolving multi-blade mixer and discharge the thoroughly mixed product on a continuous basis. The machine shall have sufficient storage capacity for aggregate, emulsified asphalt, mineral filler, field control additive and water, to maintain an adequate supply to the proportioning controls. (b) Proportioning Devices - Individual volume or weight controls for proportioning each material to be added to the mix shall be provided. Each material control device shall be so calibrated and properly marked. They shall be accessible for ready calibration and to be equipped with a revolution counter or similar device so that the engineer may determine the amount of each material used at any time. (C) Emulsion Pump - The emulsion pump shall be a heated positive displacement type. (d) Spreading Equipment - The paving mixture shall be spread uniformly by means of a mechanical type squeegee box, equipped with paddles to agitate and spread the materials throughout the box. The equipment shall provide sufficient turbulence to prevent the mix from setting in the box or causing excessive side build-up or lumps. Flexible seals shall be in contact with the road surface to prevent loss of mixture from the box. The rear seal shall act as a final strike off and shall be adjustable. The contractor shall operate the spreading equipment in such a manner to prevent the loss of the mixture on super-elevated curves. The mixture shall be spread to fill cracks and minor surface irregularities and leave a uniform skid-resistant surface without causing skips, lumps or tears in the finished surface. (e) Auxiliary Equipment - Other tools or equipment such as brushes, hand squeegees, hose equipment, tank truck water distributors and flushers, power blowers, barricades, etc., shall be provided as required. Page 5 of 7 Machine Calibration. Each mixing unit to be used in the performance of the work shall be calibrated in the presence of the engineer prior to construction, or previous calibration documentation covering the exact materials to be used may be acceptable provided they were made during the current calendar year, Weather Limitations, The material shall be spread only when: 1. The road surface and atmospheric temperatures are at least 45 degrees F. and rising. 2. The weather is not foggy or rainy. 3. There is no forecast of temperatures below 32 degrees F. within 48 hours from the time of placement of the mixture. Surface Preparations. The area to be surfaced shall be thoroughly cleaned of vegetation, loose aggregate, dirt, grease, oil or any type of objectionable surface film. Manholes, valve boxes and other service entrances shall be protected from the surfacing material. Stockpiles. Precautions shall be taken to insure that stockpiles do not become contaminated. Stockpiles shall be kept in areas that drain readily. Application. The surface shall be pm-wetted by fogging ahead of the spreader box. The entire surface should be damp with no apparent flowing water in front of the box. The surfacing mixture shall be of the desired consistency upon leaving the mixer and no additional materials should be added. A sufficient amount of material shall be carried in all parts of the spreader at all times so that a complete coverage is obtained. Overloading of the spreader box should be avoided. No lumping, bailing, or unmixed aggregate shall be permitted. No streaks, such as those caused by oversized aggregate, will be left in the finished surface. If excess oversize develops, the job will be stopped until the contractor proves to the engineer that the situation has been corrected. No excess build-up, uncovered areas or unsightly appearances shall be permitted on longitudinal or transverse joints. The contractor shall provide suitable width spreading equipment to produce a minimum number of joints. The finished surface shall present a uniform and skid resistant texture satisfactory to the engineer. Areas which cannot be reached with the mixing machine shall be surfaced using hand squeegees to provide complete and uniform coverage. The area to be hand-worked shall be lightly dampened prior to the mix placement. Care shall be exercised to leave no unsightly appearance from hand-work. Page 6 of 7 Quality Control. The contractor shall be responsible for any and all fees relating to materials testing. The contractor will permit the engineer to take samples of the aggregate and asphalt emulsion to be used in the project at the engineers discretion. Gradation and sand equivalent tests may be run on the aggregate and residual asphalt tests on the emulsion. Test results will be compared to the specifications. Samples of the mixture could be taken as often as two (2) times each day. Consistency and residual asphalt content tests may be made on the samples and compared to the specifications. The contractor will be notified immediately if any tests fails to meet the specifications, If any two successive tests on the material fail, the job shall be stopped. If any two successive tests on the mix from the same machine fail, the use of that machine will be suspended. Traffic Maintenance. The contractor shall be responsible for providing maintenance and protection of vehicular and pedestrian traffic associated with this work. Opening to traffic does not constitute acceptance of the work. Method of Payment. The quantity to be paid for under this item shall be the number of square yards of pavement covered in accordance with the specification. Qualifications. The contractor shall have or be associated with a company that has a minimum of three years experience in the application of micro-surfacing material. In order to insure the efficient application of the product, the contractor must own or show the ability to rent and maintain a minimum of two mixing units capable of meeting the minimum requirements set forth in these specifications. Submittals. The contractor shall be required to submit the following information with his bid: 2. 3. 4. A letter of availability from the intended MSE supplier. A certified mix design from the materials manufacturer. A typical analysis of Macroseal Emulsion or approved equal. A list of at least (5) micro-surfacing projects which used the same emulsion and design mix indicated in the bid documents. These projects must have been completed within the last three years and the list must include the locations, amount of square yards applied and a reference name and telephone number. * Note: Any and all exceptions or substitutions to the specifications contained herein must be listed seperatly and included within the contractors formal bid proposal. Page 7 of 7 You asked for some references tbr MicroSurfa¢ing done in the last few years. I have included the ones I had ready information on, We have also worked for Caltrans but both the inspector and ~he resident engin~r have transferred and I do not []ave the current numbers this time of night. County Of Washoe PO Box 11130 1001 E. Ninth St Reno Nevada, 89520 'Gr~e_.~ Belancio (702) 328-2041 City Of Fairfield 1000 Webster St Fairfield. Ca 94533 Bill Norvas (707) 425-7403 City Of Beaverton Department Of Pubhe Works 4755 South West Oriffith St. Beavcrton, Oregon Engineering Department (503) 5 6-2430 City o£ Sunnyvale 221 Commercial Street Sunnyvale, CA 94088 Dan B.rke (408) 730-7558 City of G/ants Pass 101 North West Ave Grants Pass, Oregon Fred Sears (503) 474-6355 If you need any further intbrmation, please give me a call. Best regards, [. ,} Gordon U. Ravner [ ~ Pyesident, CPM [~:i Cahtorrlla Pavement Maintenance Company, J~c.* 113gO Elder Creek Road* Sacramento, CA SS~S . . '-,,~ (916) 381-803S · Fax (f~161 381-370S. Oalifo~ia I. Icense 374514 I KOCH KOCH MAI'ERIAL~ (~CIMPANY ASPHALT DIVI~IQN February ~2, ll~a? Paul (3ora~.,Irll Jr, a~d sons, In~ 3120 Al~on Lane Gmen~fl, NY 11944 Dear Go~en; Tiffs letLer I~ tO ,~ate that bi,f. umln~us mete{Iai meeting mlcm~u~a~ng ~alumao) 5~fi~ons ~lt ~ manufa~ by Ko~ Materla~ ear.ny f~ ~aul Go~N Jr, a~ 8on8, In~ during 19g7. It iS undefst~ a~ agreed ~at ~ shall n~ be liable for any d~ for any delau~ or delay, eider In delNe~ ~r pe~o~an~ due to any ~o~ oaused by F~eral, $~te ar aupplier rationing. Sincerely, KOCH MA'T IE~I.~LS. CQMP^Ny ................... Konn Wilson Salad R~prese,~Lal. ive EaStern Region · .: - ......................... :..7 .................... ...: liKOGH KOCH MATERIALS COMPANY A$~HAI. T DIVISION November 8,1996 Gofclotl Raynor Paul Comzzini Jr. end ~on$, Inc. 3120 AJbeffson Lane Greenport, NY 11944 Dear Mr, Rayner Hem Is the mix design and test re~;ults for the Tilc. on New Yo~k Inc,, PMverstraw, NY.stone rand, Type II aggregate. A range from 7,0t) to 8,0% residual asphalt (approve 10.7% to 12.2% emulsfon) is i~i~t~ ~r thW ~g~., A Wvel ~ 1% ~me~ w ~ ~rth~ d~n along ~ · mil emou~ ~ m~rol ~ditlve as ~ui~ f~r ~ m~. The design gmclation ~as ~ follows: Sieve % Passing Type II Spec~ 3/8 100.0 t00 4 99,7 90-100 8 82.0 65`90 18 54,9 45,70 30 ~1.;~ 30-50 50 2&8 18-30 t00 12.3 10-21 2O0 8.5 5-15 Wet Cehesion, 30 minutes 60 minutes R .e..sults 16.0 kg-om 22.0 kg-crn Wet Track Abr~ion i.Dss, I hour soak G hour soak Mix Time Clas~ilication Compatibility Wet ~tflpping Pa~ec1120 sec + t 1.0 POints 90%+ Ex~ ~l~ait by ~and Aclhe41on 48,eglsq It LateFal Displacement 2.6% SpeCiflo Gravity after 1000 cycles of 125 Ib~. 1,46 1194 ~lnn's Quan'y Road · York, Pennm(Ivanla 17404 · 717/B4;3-0~75 #KI]CH KOCH M~,TERIALS COMPANY ~,$PHALT DIVISION February' ~.4,1097 GOI~IQn Raynor Paul CDrazzinl Jr, and Sons, Inc. 3120 Albertson Lane Glaenpelt, NY 11944 Dear Mr, Raynor: Typical analysis on the Ralumso Micro-Surfa~ng Emulsion iS as folleWS. V'~,cOsity, Saybolt Furol at 77 P, ~eo 49 Stmage ~'tability t~. 1 ~y < 1 sieve, % ,01s R~ue ~y O~lllatlon, ~ ~,O M~ Te~s Pa~ Polymer > ~ T~ oa R~Ue ~m D~I~ at ~ F Pen~lon. ~ P,100g.~ 60 Du~ll~. ~ F. 5 ~lmin. ~ 60+ AbsolVe ~ a 1~ F, Po~e 18.25g ~lu~ In T~lo~ne gg.0 ~Eeni~ Poi~. Ring & Ball, F 143 I hope this information Is sufficient for your needs. Ron Kohler Technical service 11~14 zinn'a Quae~y ~aad · Yack, Pennm/Ivania 17404 · 717/B43-ni~75 TOTRL P. ~4 LEGAL NOTICE NOTICE TO BIDDERS NOTICE 1S HEREBY HfVEN, in accordance with thc provisions of Section 103 of the General Municipa Law, that sealed bids are sought and requested for supplying the Southold Town Highway Department with 150,003 square yards (more or less as may be needed) of POLYMER MODI- FIED EMULSIFIED ASPHALT PAVEMENT COURSE (TYPE Il MICRO-SURFACING.) (The Town will also require 30,000 square yards, more or less as may be needed, of pave- ment to be applied on Fishers Island.) Specifications may be obtained at the Office of the Town Clerk, Town of Southold, Town Hall, 53095 Main Road, Southold, New York 11971, upon payment of a $5.~0 non-refund- able fee. The sealed bids, together with a Non-Collosi~re Bid Cenificate~ and bank draft or certified check in the amount of 2% of the amount of the bid, will be received by the Town Clerk of the Town of Soutbold at the Southold Town Hall, 53095 Main Road, Southold, New York, until I 1:00 A.M., Thursday, April 10. 1997, at which time tbey will be opened and read aloud in public. The Town Board of thc Town of Southold reserves the right to reject any and all bids and waive any and all informal0y in any bid should it be deemed in the best interest of the Town of Southold to do so. All bids must be signed and sealed in envelopes plainly marked "Bid on Micro-Surfacing", and submitted to the Office of thc Town Clerk. The bid price shall not include any tax, federal, state, or local, from which the Town of Southold is exempt. Dated: March 18, 1997. JUDITH T. TERRY SOUTHOLD TOWN CLERK 8913-1TM27 STATE OF NEW' YORK) ) SS: ~[~ ~ LL~,~J~-si'' of' MRttituck. i~ said County, being duly sworn, says that he/she is Principal Clerk of THE SUFFOLK TIMES, a Weekly Newspaper, published at Mattituck, in the Town of Southold, County of Suffolk and State of New York, and that the Notice of which the annexed is a printed copy, has been regular- ly published in said Newspaper once each week for I weeks suc~esslvely,~..~ ~_ ~ ~--~-°mmencing on Principal Clerk Sworn Go_before me this ~/~c~ day ofT}z.~>t c/~ 19 ~ 7 ~iA~ VIANA FOSTER STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) JUDITH T. TERRY, Town Clerk of the Town of Southold, New York, being duly sworn, says that on the 19th day of March , 1997, she affixed a notice of which the annexed printed notice is a true copy, in a proper and substantial manner, in a most public place in the Town of Southold, Suffolk County, New York, to wit: Town Clerk's Bulletin Board, Southold Town Hall, Main Road, Southold, New York 11971. Legal Notice, Notice to Bidders, Polymer Modified Emulsified Asphalt Pavement Course (Type II Micro-Surfacing). Bid opening: 11:00 A.M., Thursday, April 10, 1997, Southold Town Clerk's Office. Sworn to before me this 19th day of March , 1997. Southold Town Clerk Notary PulJlic LINOA J. COOPER Notary Pub!ic~ State of New York f~k~. 4;~22 5~;3, Suffolk County '~;~r,~l ~×!~:i~,~ I"mc~mbe~' 31, 19 II LEGAL NOTICE NOTICE TO BIDDERS NOTICE IS HEREBY GIVEN, in accordance with the provisions of Section 103 of the General Municipal Law, that sealed bids are sought and requested for supplying the Southold Town Highway Department with 150,000 square yards (more or less as may be needed) of POLYMER MODIFIED EMULSIFIED ASPHALT PAVEMENT COURSE (TYPE II MICRO-SURFACING}. (The Town will also require 30,000 square yards, more or less as may be needed, of pavement to be applied on Fishers Island.} Specifications may be obtained at the Office of the Town Clerk, Town of Southold, Town Hall, 53095 Main Road, Southold, New York 11971, upon payment of a $5.00 non-refundable fee. The sealed bids, together with a Non-Collusive Bid Certificate, and bank draft or certified check in the amount of 2% of the amount of the bid, will be received by the Town Clerk of the Town of Southold, at the Southold Town Hall, 53095 Main Road, Southold, New York, until 11:00 A.M., Thursday, April 10, 1997, at which time they will be opened and read aloud in public. The Town Board of the Town of Southold reserves the right to reject any and all bids and waive any and all informality in any bid should it be deemed in the best interest of the Town of Southold to do so. All bids must be signed and sealed in envelopes plainly marked "Bid on Micro-Surfacingn, and submitted to the Office of the Town Clerk. The bid price shall not include any tax, federal, state, or local, from which the Town of Southold is exempt. Dated: March 18, 1997. JUDITH T. TERRY SOUTHOLD TOWN CLERK PLEASE PUBLISH ON MARCH 27, 1997, AND FORWARD ONE [1) AFFIDAVIT OF PUBLICATION TO JUDITH TERRY, TOWN CLERK, TOWN HALL, PO BOX 1179, SOUTHOLD, N.Y. 11971. Copies to the following: The Suffolk Times Town Board Members Town Attorney Superintendent of Highways Jacobs r~ R LEGAL NOTICE NOTICE TO BIDDERS NOTICE IS HEREBY GIVEN, in accordance with the provisions of Section 103 of the General Municipal Law, that sealed bids are sought and requested for supplying the Southold Town Highway Department with 150,000 square yards (more or less as may be needed) of POLYMER MODIFIED EMULSIFIED ASPHALT PAVEMENT COURSE (TYPE II MICRO-SURFACING). (The Town will also require 30,000 square yards, more or less as may be needed, of pavement to be applied on Fishers Island.) Specifications may be obtained at the Office of the Town Clerk, Town of Southold, Town Hall, 53095 Main Road, Southold, New York 11971, upon payment of a $5.00 non-refundable fee. The sealed bids, together with a Non-Collusive Bid Certificate, and bank draft or certified check in the amount of 2% of the amount of the bid, will be received by the Town Clerk of the Town of Southold, at the Southold Town Hall, 53095 Main Road, Southold, New York, until 11:00 A.M., Thursday, April 10, 1997, at which time they will be opened and read aloud in public. The Town Board of the Town of Southold reserves the right to reject any and all bids and waive any and all informality in any bid should it be deemed in the best interest of the Town of Southold to do so. All bids must be signed and sealed in envelopes plainly marked "Bid on Micro-Surfacing", and submitted to the Office of the Town Clerk. The bid price shall not include any tax, federal, state, or local, from which the Town of Southold is exempt. Dated: March 18, 1997. JUDITH T. TERRY SOUTHOLD TOWN CLERK PLEASE PUBLISH ON MARCH 27, 1997, AND FORWARD ONE (1) AFFIDAVIT OF PUBLICATION TO JUDITH TERRY, TOWN CLERK, TOWN HALL, PO BOX 1179, SOUTHOLD, N.Y. 11971. Copies to the following: The Suffolk Times Town Board Members Town Attorney Superintendent of Highways Jacobs Dodge Reports Brown's Letters Burrelle's Information Services Town Clerk's Bulletin Board RAYMOND L. JACOBS Superintendent Highway Department Town of Southold Peconic Lane P.O.Box 178 Peconic, New York 11958 Tel. (516) 765-3140 (516) 734~5211 Fax. (516) 765-1750 SPECIFICATIONS POLYMER MODIFIED EMULSIFIED ASPHALT PAVEMENT TYPE II MICRO - SURFACING NOTE: THE TOWN OF SOUTHOLD WILL ALSO REQUIRE +t- 30,000 SQUARE YARDS (more or less as may be needed ) OF PAVEMENT TO BE APPLIED ON FISHERS ISLAND. THE CONTRACTOR SHALL BE REQURIED TO NOTIFY EACH RESIDENT AT LEAST 24 HOURS PRIOR TO ANY WORK ON TOWN ROADS. RESIDENTS MUST BE RE-NOTIFIED AFTER DELAYS DUE TO INCLEMENT WEATHER OR JOB OPERATIONS. Pages 1 through 7 PROPOSAL FORM DATE:. NAME OF BIDDER: TO: SOUTHOLD TOWN BOARD TOWN HALL - 53095 MAIN ROAD SOUTHOLD, NEWYORK 11971 MEMBERS OFTHEBOARD: The undersigned as bidder, declares that the only persons, company, or parties interested in this proposal as principals are named below; that this proposal is made without any connection, directly or indirectly with any other bidder for the same work; that it is in all respects fair and without collusion or fraud, and that no person acting for or employed by the aforementioned owner is or will be interested directly or indirectly, in the performance of the contract, or the supplies relating to it, or in any portion of the profit thereof; that he has carefully examined all project requirements, including bidding requirements, contract, general and special conditions, specifications, and addenda, if any (Note: acknowledgment of addenda and their dates must be included as indicated on bottom page); that he has satisfied himself by personal examination of the proposed work, and by such other means as he may have chosen, as to the conditions and requirements of the work; and he proposed and agrees that if his proposal be accepted he will contract to furnish all materials not provided by the Town (See Specifications) and to perform all the work required to construct, perform and complete the specified work; and that he will start the work as directed by the Town, he will accept, in full payment thereof as listed below: SURFACE TREATMENT OF TOWN ROADS WITH POLYMER MODIFIED EMULSIFIED ASPHALT PAVEMENT IN ACCORDANCE WITH THE PROJECT REQUIREMENTS. THE ABOVE REFERENCED ACTIVITIES WILL BE COMPLETED FOR THE STIPULATED "UNIT PRICE" OF: (written in words) (written in numbers) And he further agrees that if this proposal shall be accepted by the Town and that if he shall refuse, fail or neglect to enter into a Contract pursuant to such proposal and to the requirements of the Town, shall have been deposited in the mail addressed to him at the address given in the proposal, that he shall be considered to have abandoned the contract. We the undersigned, further agree that this proposal shall be reviewed by the Town to correct any deficiencies in the proposed scope of work and, if no corrections are necessary, further agree that this proposal is a formal bid and shall remain in effect for a period of forty-five (45) days, the Town will accept or reject this proposal or by mutual agreement may extend this time period. Signature of Bidder: Business Address: Telephone Number: Date: Page 1 of 7 POLYMER MODIFIED EMULSIFIED ASPHALT PAVEMENT "TYPE I1" MICRO-SURFACING 1. Description The work shall consist of the application of a Polymer Modified Asphalt Pavement Course to fill ruts or provide a weadng course for the existing pavement. The paving material shall be "Macroseal" or approved equal. The surface shall provide a dense smooth topping free of ravels and blemishes. It shall fill minor depressions, cracks and voids, and be non- bleeding. The mixture shall consist of a polymer modified cationic asphalt emulsion, mineral aggregate, mineral and field control additives and water. The mixture shall be properly proportioned, mixed and spread on the paved surface in accordance with this specification and as directed by the engineer. 2. Materials Emulsified Asphalt. The emulsified Asphalt shall be a quick-set polymer modified CSS-1H emulsion and shall conform to the requirements specified in AASHTO M208 and ASTM D2397. The polymer material shall be milled or blended into the asphalt or blended into the emulsifier solution pdor to the emulsification process. The Emulsified Asphalt shall be produced by an approved materials manufacturing company capable of manufacturing a Micro-Surfacing Emulsion (MSE) meeting the following requirements. When tested, the Micro-Surfacing Emulsion (MSE) shall meet the requirements of AASHTO M208 and ASTM D2397 for CSS-1H plus the following: Test Quality Specification AASHTO T59 SDTM F244 Residue after 62% Min. Distillation * The temperature for this test should be held below 280 F (138 C). Tests on Residue AASJTP T59 ASTM D36 Softening Point 135°F (57°C) min. AASHTO T49 Penetration at 40 - 90 ASTM D36 77°F (25°C) ASTM 2170 Kenematic Vis @ 275°F (135°C) 650 cSFsec, min. Each load of emulsified asphalt shall be accompanied with a certificate of analysis/compliance to assure that it is the same as that used in the mix design. Page 2 of 7 Aggregate. The Type II mineral aggregate shall be manufactured crushed stone, sand, slag, crusher fines, or combination thereof. Smooth textured sand of less than 1.25% water absorption, as tested by ASTM C128, shall not exceed 50% of the total combined aggregate. The aggregate shall be clean and free from organic matter, dirt, dust, and other deleterious substances. When tested, the Type II aggregate shall meet the following requirements. Test Quality Specification AASHTO T176 ASTM D2419 Sand Equivalent 60 min. AASHTO T104 ASTM C88 Soundness 15% max. using NA~ SO4 or 25% max. using MgSO4 AASHTO T96 Abrasion 30% max. ASTM C131 Resistance Abrasion tests shall be run on the aggregate before it is crushed. All aggregate shall meet New York State approved polishing values. Grading, When tested in accordance to AASHTO T27 - (ASTM C136) and AASHTO T11 - (ASTM C117), the target mix design or aggregate gradation shall meet the following: Type II Aggregate Sieve Size Percent Passing Sieve Size Percent Passing 3/8" 100 # 30 30 - 50 (+/- 5%) #4 90-100 (+A 5%) # 50 18 - 30 (+fi 4%) # 8 65-90 (+/-5%) #100 10-21 (+~-3%) #16 45-70 (+~-5%) #200 5-15 (+/-2%) Water. The water shall be potable and shall be free of harmful soluble salts. Polymer Modifier. The Polymer Modifier shall be milled into the asphalt emulsion. The emulsified asphalt shall be so formulated that when the paving mixture is applied at a thickness of one (1) inch with the relative humidity at not more than 50 % and the ambient air temperature of at least 75 degrees F., the material will cure sufficiently so that rolling traffic can be allowed in one (1) hour with no damage to the surface, as verified by the engineer. Page 3 of 7 Mineral Filler. The mineral filler shall be any recognized brand of nonairentrained portland cement or hydrated lime that is free from lumps. The type and amount of mineral filler needed shall be determined by laboratory mix design and will be considered as part of the mineral gradation requirement. An increase or decrease of tess than one pement may be permitted when the Micro-Surfacing is being placed if it is found to be necessary for better consistency or set times. 3. General Requirements. Mix Design. Before the work commences, the contractor shall submit a signed mix design report covering the specific materials to be used on the project. This design shall be performed by the emulsion producer. Once the materials are approved, no substitutions will be permitted unless flint tested and approved by the emulsion producer and the engineer. The materials manufacturer shall develop the job mix design and present certified test results for the engineer's approval. Compatibility of the aggregate and the emulsion shall be verified by the mix design. The job mix formula shall provide a minimum Marshall stability of 1,800 pounds and a flow of 6 to 18 units when tested according to the ASTM 1559 or AASHTO 2450 procedure. All component materials used in the mix design shall be representative of the materials proposed by the contractor for use on the project. Specifications. The engineer shall approve the design mix and all Micro-Surfacing materials and methods prior to use. The component materials shall be within the following limits. Residual Asphalt - 5% to 9% by dry weight of aggregate Mineral Additive - 0.5% to 3% by dry weight of aggregate Polymer Based Modifier - minimum 3% solids based on bitumen weight content Field Control Additive - As needed to provide specified properties Water - As needed to provide proper consistency Rate of Application. The Micro-Surfacing mixture shall be of proper consistency at all times so as to provide an application rate of 22 - 27 # Per Square Yard. Page 4 of 7 Equipment. All equipment, tools and machines used in the performi~nce of this work shall be maintained in satisfactory working order at all times. Descriptive information of the mixing and application equipment to be used shall be submitted for approval not less than 10 days before work starts. (a) Mixing Equipment - The material shall be mixed by a mixing machine which shall be a continuous-flow mixing unit able to accurately deliver and proportion the aggregate, emulsified asphalt, mineral filler, field control additive and water to a revolving multi-blade mixer and discharge the thoroughly mixed product on a continuous basis. The machine shall have sufficient storage capacity for aggregate, emulsified asphalt, mineral filler, field control additive and water, to maintain an adequate supply to the proportioning controls. (b) Proportioning Devices - Individual volume or weight controls for proportioning each material to be added to the mix shall be provided. Each material control device shall be so calibrated and properly marked. They shall be accessible for ready calibration and to be equipped with a revolution counter or similar device so that the engineer may determine the amount of each material used at any time. (C) Emulsion Pump - The emulsion pump shall be a heated positive displacement type. (d) Spreading Equipment - The paving mixture shall be spread uniformly by means of a mechanical type squeegee box, equipped with paddles to agitate and spread the materials throughout the box. The equipment shall provide sufficient turbulence to prevent the mix from setting in the box or causing excessive side build-up or lumps. Flexible seals shall be in contact with the road surface to prevent loss of mixture from the box. The rear seal shall act as a final strike off and shall be adjustable. The contractor shall operate the spreading equipment in such a manner to prevent the loss of the mixture on super-elevated curves. The mixture shall be spread to fill cracks and minor surface irregularities and leave a uniform skid-resistant surface without causing skips, lumps or tears in the finished surface. (e) Auxiliary Equipment - Other tools or equipment such as brushes, hand squeegees, hose equipment, tank truck water distributors and flushers, power blowers, barricades, etc., shall be provided as required. Page 5 of 7 Machine Calibration. Each mixing unit to be used in the performance of the work shall be calibrated in the presence of the engineer prior to construction, or previous ?.alibration documentation covering the exact materials to be used may be acceptable provided they were made during the current calendar year. Weather Limitations. The material shall be spread only when: 1. The road surface and atmospheric temperatures are at least 45 degrees F. and rising. 2. The weather is not foggy or rainy. 3. There is no forecast of temperatures below 32 degrees F. within 48 hours from the time of placement of the mixture. Surface Preparations. The area to be surfaced shall be thoroughly cleaned of vegetation, loose aggregate, dirt, grease, oil or any type of objectionable surface film. Manholes, valve boxes and other service entrances shall be protected from the surfacing material. Stockpiles. Precautions shall be taken to insure that stockpiles do not become contaminated. Stockpiles shall be kept in areas that drain readily. Application. The surface shall be pre-wetted by fogging ahead of the spreader box. The entire surface should be damp with no apparent flowing water in front of the box. The surfacing mixture shall be of the desired consistency upon leaving the mixer and no additional materials should be added. A sufficient amount of material shall be carried in all parts of the spreader at all times so that a complete coverage is obtained. Overloading of the spreader box should be avoided. No lumping, bailing, or unmixed aggregate shall be permitted. No streaks, such as those caused by oversized aggregate, will be left in the finished surface. If excess oversize develops, the job will be stopped until the contractor proves to the engineer that the situation has been corrected. No excess build-up, uncovered areas or unsightly appearances shall be permitted on longitudinal or transverse joints. The contractor shall provide suitable width spreading equipment to produce a minimum number of joints. The finished surface shall present a uniform and skid resistant texture satisfactory to the engineer. Areas which cannot be reached with the mixing machine shall be surfaced using hand squeegees to provide complete and uniform coverage. The area to be hand-worked shall be lightly dampened prior to the mix placement. Care shall be exercised to leave no unsightly appearance from hand-work. Page 6 of 7 Quality Control. The contractor shall be responsible for any and all fees relating to materials testing. The contractor will permit the engineer to take samples of the aggregate and asphalt emulsion to be used in the project at the engineers discretion. Gradation and sand equivalent tests may be run on the aggregate and residual asphalt tests on the emulsion. Test results will be compared to the specifications. Samples of the mixture could be taken as often as two (2) times each day. Consistency and residual asphalt content tests may be made on the samples and compared to the specifications. The contractor will be notified immediately if any tests fails to meet the specifications. If any two successive tests on the material fail, the job shall be stopped. If any two successive tests on the mix from the same machine fail, the use of that machine will be suspended. Traffic Maintenance. The contractor shall be responsible for providing maintenance and protection of vehicular and pedestrian traffic associated with this work. Opening to traffic does not constitute acceptance of the work. Method of Payment. The quantity to be paid for under this item shall be the number of square yards of pavement covered in accordance with the specification. Qualifications. The contractor shall have or be associated with a company that has a minimum of three years experience in the application of micro-surfacing material. In order to insure the efficient application of the product, the contractor must own or show the ability to rent and maintain a minimum of two mixing units capable of meeting the minimum requirements set forth in these specifications. Submittals. The contractor shall be required to submit the following information with his bid: 2. 3. 4. A letter of availability from the intended MSE supplier. A certified mix design from the materials manufacturer. A typical analysis of Macroseal Emulsion or approved equal. A list of at least (5) micro-surfacing projects which used the same emulsion and design mix indicated in the bid documents. These projects must have been completed within the last three years and the list must include the locations, amount of square yards applied and a reference name and telephone number. * Note: Any and all exceptions or substitutions to the specifications contained herein must be listed seperatly and included within the contractors formal bid proposal. Page 7 of 7 NON-COLLUSIVE BID CERTIFICATE The undersigned bidder certifies that this bid has been arrived at by the bidder independently and has been submitted without collusion with any other vendor of materials, supplies or equipment of the type described in the invitation for bids, 'and the contents of this bid have not been communicated by the bidder, nor, to its best knowledge and belief, by any of its employees or agents, to any person not an employee or agent of the bidder or its surety on any bond furnished herewith prior to the official opening of the bid. (Signed) (Corporate Title) (if any) Bid on EMULSIONS ~. STONE RAYMOND L. JACOBS Superintendent Highway Department Town of Southold Peconic Lane P.O.Box 178 Peconic, New York 11958 Tel. (516) 765-3140 (516) 734-5211 Fax. (516) 765-1750 SPECIFICATIONS POLYMER MODIFIED EMULSIFIED ASPHALT PAVEMENT TYPE II MICRO - SURFACING NOTE: THE TOWN Of SOUTHOLD Will ALSO REQUIRE +/- 30,000 SQUARE YARDS (more or less as may be needed ) OF PAVEMENTTO BE APPLIED ON FISHERS ISLAND. THE CONTRACTOR SHALL BE REQURIED TO NOTIFY EACH RESIDENT AT LEAST 24 HOURS PRIOR TO ANY WORK ON TOWN ROADS. RESIDENTS MUST BE RE-NOTIFIED AFTER DELAYS DUE TO INCLEMENT WEATHER OR JOB OPERATIONS. Pages 1 through 7 PROPOSAL FORM DATE: NAME OF BIDDER: TO: SOUTHOLD TOWN BOARD TOWN HALL - 53095 MAIN ROAD SOUTHOLD, NEWYORK 11971 MEMBERS OF THE BOARD: The undersigned as bidder, declares that the only persons, company, or parties interested in this proposal as principals are named below; that this proposal is made without any connection, directly or indirectly with any other bidder for the same work; that it is in all respects fair and without collusion or fraud, and that no person acting for or employed by the aforementioned owner is or will be interested directly or indirectly, in the performance of the contract, or the supplies relating to it, or in any portion of the profit thereof; that he has carefully examined all project requirements, including bidding requirements, contract, general and special conditions, specifications, and addenda, if any (Note: acknowledgment of addenda and their dates must be included as indicated on bottom page); that he has satisfied himself by personal examination of the proposed work, and by such other means as he may have chosen, as to the conditions and requirements of the work; and he proposed and agrees that if his proposal be accepted he will contract to furnish all materials not provided by the Town (See Specifications) and to perform all the work required to construct, perform and complete the specified work; and that he will start the work as directed by the Town, he will accept, in full payment thereof as listed below: SURFACE TREATMENT OF TOWN ROADS WITH POLYMER MODIFIED EMULSIFIED ASPHALT PAVEMENT IN ACCORDANCE WITH THE PROJECT REQUIREMENTS. THE ABOVE REFERENCED ACTIVITIES WILL BE COMPLETED FOR THE STIPULATED "UNIT PRICE" OF: (written in words) (written in numbers) And he further agrees that if this proposal shall be accepted by the Town and that if he shall refuse, fail or neglect to enter into a Contract pursuant to such proposal and to the requirements of the Town, shall have been deposited in the mail addressed to him at the address given in the proposal, that he shall be considered to have abandoned the contract. We the undersigned, further agree that this proposal shall be reviewed by the Town to correct any deficiencies in the proposed scope of work and, if no corrections are necessaPJ, further agree that this proposal is a formal bid and shall remain in effect for a period of forty-five (45) days, the Town will accept or reject this proposal or by mutual agreement may extend this time period. Signature of Bidder: Business Address: Telephone Number: Date: Page 1 of 7 POLYMER MODIFIED EMULSIFIED ASPHALT PAVEMENT "TYPE I1" MICRO-SURFACING 1. Description The work shall consist of the application of a Polymer Modified Asphalt Pavement Course to fill ruts or provide a wearing course for the existing pavement. The paving material shall be "Macroseal" or approved equal. The surface shall provide a dense smooth topping free of ravels and blemishes. It shall fill minor depressions, cracks and voids, and be non- bleeding. The mixture shall consist of a polymer modified cationic asphalt emulsion, mineral aggregate, mineral and field control additives and water. The mixture shall be properly proportioned, mixed and spread on the paved surface in accordance with this specification and as directed by the engineer. 2. Materials Emulsified Asphalt. The emulsified Asphalt shall be a quick-set polymer modified CSS-1H emulsion and shall conform to the requirements specified in AASHTO M208 and ASTM D2397. The polymer material shall be milled or blended into the asphalt or blended into the emulsifier solution prior to the emulsification process. The Emulsified Asphalt shall be produced by an approved materials manufacturing company capable of manufacturing a Micro-Surfacing Emulsion (MSE) meeting the following requirements. When tested, the Micro-Surfacing Emulsion (MSE) shall meet the requirements of AASHTO M208 and ASTM D2397 for CSS-1H plus the following: Test Quality Specification AASHTO T59 SDTM F244 Residue after 62% Min. Distillation * The temperature for this test should be held below 280 F (138 C). Tests on Residue AASJTP T59 ASTM D36 Softening Point 135°F (57°C) min. AASHTO T49 Penetration at 40 - 90 ASTM D36 77°F (25°C) ASTM 2170 Kenematic Vis @ 275°F (135°C) 650 cSt/sec, min. Each load of emulsified asphalt shall be accompanied with a certificate of analysis/compliance to assure that it is the same as that used in the mix design. Page 2 of 7 Aggregate. The Type II mineral aggregate shall be manufactured crushed stone, sand, slag, crusher fines, or combination thereof. Smooth textured sand of less than 1.25% water absorption, as tested by ASTM C128, shall not exceed 50% of the total combined aggregate. The aggregate shall be clean and free from organic matter, dirt, dust, and other deleterious substances. When tested, the Type II aggregate shall meet the following Test Quality AASHTO T176 ASTM D2419 Sand Equivalent AASHTO T104 ASTM C88 Soundness Specification 60 min. requirements. 15% max. using NA2 SO4 or 25% max. using MgSO4 AASHTO T96 Abrasion 30% max. ASTM C131 Resistance Abrasion tests shall be run on the aggregate before it is crushed. All aggregate shall meet New York State approved polishing values. Grading. When tested in accordance to AASHTO T27 - (ASTM C136) and AASHTO T11 - (ASTM C117), the target mix design or aggregate gradation shall meet the following: Type II Aggregate Sieve Size Percent Passing # 30 30 - 50 (+/- 5%) #50 18-30 (+/- 4%) #100 10 - 21 (+/- 3%) Sieve Size Percent Passing 3/8" #4 #8 #16 Water. 100 90 - 100 (+/- 5%) 65- 90 (+/- 5%) 45 - 70 (+/- 5%) #200 5 - 15 (+/- 2%) The water shall be potable and shall be free of harmful soluble salts. Polymer Modifier. The Polymer Modifier shall be milled into the asphalt emulsion. The emulsified asphalt shall be so formulated that when the paving mixture is applied at a thickness of one (1) inch with the relative humidity at not more than 50 % and the ambient air temperature of at least 75 degrees F., the material will cure sufficiently so that rolling traffic can be allowed in one (1) hour with no damage to the surface, as verified by the engineer. Page 3 of 7 Mineral Filler. The mineral filler shall be any recognized brand of nonairentrained portland cement or hydrated lime that is free from lumps. The type and amount of mineral filler needed shall be determined by laboratory mix design and will be considered as part of the mineral gradation requirement. An increase or decrease of less than one percent may be permitted when the Micro-Surfacing is being placed if it is found to be necessary for better consistency or set times. 3. General Requirements. Mix Design. Before the work commences, the contractor shall submit a signed mix design report covering the specific materials to be used on the project. This design shall be performed by the emulsion producer. Once the materials are approved, no substitutions will be permitted unless first tested and approved by the emulsion producer and the engineer. The materials manufacturer shall develop the job mix design and present certified test results for the engineer's approval. Compatibility of the aggregate and the emulsion shall be verified by the mix design. The job mix formula shall provide a minimum Marshall stability of 1,800 pounds and a flow of 6 to 18 units when tested according to the ASTM 1559 or AASHTO 2450 procedure. All component materials used in the mix design shall be representative of the materials proposed by the contractor for use on the project. Specifications. The engineer shall approve the design mix and all Micro-Surfacing materials and methods prior to use. The component materials shall be within the following limits. Residual Asphalt Mineral Additive Polymer Based Modifier Field Control Additive Water - 5% to 9% by dry weight of aggregate - 0.5% to 3% by dry weight of aggregate - minimum 3% solids based on bitumen weight content - As needed to provide specified properties - As needed to provide proper consistency Rate of Application. The Micro-Surfacing mixture shall be of proper consistency at all times so as to provide an application rate of 22 - 27 # Per Square Yard. Page 4 of 7 Equipment. All equipment, tools and machines used in the performance of this work shall be maintained in satisfactory working order at all times. Descriptive information of the mixing and application equipment to be used shall be submitted for approval not less than 10 days before work starts. (a) Mixing Equipment - The material shall be mixed by a mixing machine which shall be a continuous-flow mixing unit able to accurately deliver and proportion the aggregate, emulsified asphalt, mineral filler, field control additive and water to a revolving multi-blade mixer and discharge the thoroughly mixed product on a continuous basis. The machine shall have sufficient storage capacity for aggregate, emulsified asphalt, mineral filler, field control additive and water, to maintain an adequate supply to the proportioning controls. (b) Proportioning Devices - Individual volume or weight controls for proportioning each material to be added to the mix shall be provided. Each material control device shall be so calibrated and properly marked. They shall be accessible for ready calibration and to be equipped with a revolution counter or similar device so that the engineer may determine the amount of each material used at any time. (C) Emulsion Pump - The emulsion pump shall be a heated positive displacement type. (d) Spreading Equipment - The paving mixture shall be spread uniformly by means of a mechanical type squeegee box, equipped with paddles to agitate and spread the materials throughout the box. The equipment shall provide sufficient turbulence to prevent the mix from setting in the box or causing excessive side build-up or lumps. Flexible seals shall be in contact with the road surface to prevent loss of mixture from the box. The rear seal shall act as a final strike off and shall be adjustable. The contractor shall operate the spreading equipment in such a manner to prevent the loss of the mixture on super-elevated curves. The mixture shall be spread to fill cracks and minor surface irregularities and leave a uniform skid-resistant surface without causing skips, lumps or tears in the finished surface. (e) ^uxiliary Equipment - Other tools or equipment such as brushes, hand squeegees, hose equipment, tank truck water distributors and fiushers, power blowers, barricades, etc., shall be provided as required. Page 5 of 7 Machine Calibration. Each mixing unit to be used in the performance of the work shall be calibrated in the presence of the engineer prior to construction, or previous ~:alibration documentation covering the exact materials to be used may be acceptable provided they were made during the current calendar year. Weather Limitations. The material shall be spread only when: 1. The road surface and atmospheric temperatures are at least 45 degrees F. and rising. 2. The weather is not foggy or rainy. 3. There is no forecast of temperatures below 32 degrees F. within 48 hours from the time of placement of the mixture. Surface Preparations. The area to be surfaced shall be thoroughly cleaned of vegetation, loose aggregate, dirt, grease, oil or any type of objectionable surface film. Manholes, valve boxes and other service entrances shall be protected from the surfacing material. Stockpiles. Precautions shall be taken to insure that stockpiles do not become contaminated. Stockpiles shall be kept in areas that drain readily. Application. The surface shall be pre-wetted by fogging ahead of the spreader box. The entire surface should be damp with no apparent flowing water in front of the box. The surfacing mixture shall be of the desired consistency upon leaving the mixer and no additional materials should be added. A sufficient amount of material shall be carried in all parts of the spreader at all times so that a complete coverage is obtained. Overloading of the spreader box should be avoided. No lumping, bailing, or unmixed aggregate shall be permitted. No streaks, such as those caused by oversized aggregate, will be left in the finished surface. If excess oversize develops, the job will be stopped until the contractor proves to the engineer that the situation has been corrected. No excess build-up, uncovered areas or unsightly appearances shall be permitted on longitudinal or transverse joints. The contractor shall provide suitable width spreading equipment to produce a minimum number of joints. The finished surface shall present a uniform and skid resistant texture satisfactory to the engineer. Areas which cannot be reached with the mixing machine shall be surfaced using hand squeegees to provide complete and uniform coverage. The area to be hand-worked shall be lightly dampened prior to the mix placement. Care shall be exercised to leave no unsightly appearance from hand-work. Page 6 of 7 Quality Control. The contractor shall be responsible for any and all fees relating to materials testing. The contractor will permit the engineer to take samples of the aggregate and asphalt emulsion to be used in the project at the engineers discretion. Gradation and sand equivalent tests may be run on the aggregate and residual asphalt tests on the emulsion, Test results will be compared to the specifications. Samples of the mixture could be taken as often as two (2) times each day. Consistency and residual asphalt content tests may be made on the samples and compared to the specifications. The contractor will be notified immediately if any tests fails to meet the specifications. If any two successive tests on the material fail, the job shall be stopped. If any two successive tests on the mix from the same machine fail, the use of that machine will be suspended. Traffic Maintenance. The contractor shall be responsible for providing maintenance and protection of vehicular and pedestrian traffic associated with this work. Opening to traffic does not constitute acceptance of the work. Method of Payment. The quantity to be paid for under this item shall be the number of square yards of pavement covered in accordance with the specification. Qualifications. The contractor shall have or be associated with a company that has a minimum of three years experience in the application of micro-surfacing material. In order to insure the efficient application of the product, the contractor must own or show the ability to rent and maintain a minimum of two mixing units capable of meeting the minimum requirements set forth in these specifications. Submittals. The contractor shall be required to submit the following information with his bid: 2. 3. 4. A letter of availability from the intended MSE supplier. A certified mix design from the materials manufacturer. A typical analysis of Macroseal Emulsion or approved equal. A list of at least (5) micro-surfacing projects which used the same emulsion and design mix indicated in the bid documents. These projects must have been completed within the last three years and the list must include the locations, amount of square yards applied and a reference name and telephone number. * Note: Any and all exceptions or substitutions to the specifications contained herein must be listed seperatly and included within the contractors formal bid proposal. Page 7 of 7 JUDITH T. TEP~RY TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (516) 765-1823 Telephone (516) 765-1800 OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON MARCH 18, 1997: RESOLVED that the Town Board of the Town of Southold hereby authorizes and directs the town Clerk to advertise for bids for 150,000 square yards, more or less as may be needed, of Polymer Modified Emu[sifted Asphalt Pavement Course (Type I1 Micro-Surfacing) for the Highway Department. Judith T. Terry ~/' Southold Town Clerk March 19, 1997 RA~MOND L. JACOBS Superintendent Highway Department Town of Southold Pec0nic Lane Peconic, N.~. 11958 Tel. (516) 765-3140 (516) 734-5211 Fax. (516) 765-1750 RESOLUTION B~: SECONDED BY: RESOLVED: That the town board of the Town of Southold hereby authorizes the Town Clerk to advertise for bids for the Superintendent of Highways for the purchase of: / 150,000 square yards, more or less as may ~/~ be needed, of POLY MODIFIED EMULSIFIED ASPHALT PAVEMENT COURSE (NICRO-SURFACING). VOTE OF THE TOWN BOARD Supervisor Jean W.'Cochran Councilman William D. Moore Councilwoman Alice J. Hussie Councilman Joseph L. Townsend, Councilwoman Rut~ D. Oliva Justice Louisa P. Evans Jr. (Yes) (No) (~es) (No) (Yes) (No) (Yes) (No) (Yes) (No) (Yes) (No) Town Clerk, Town of Southold Dated: ~arch 18, 1997