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HomeMy WebLinkAboutSlurry Seal Roads - Fishers Island Town Hall, 53095 Main Road P.O. Box 1179 � . Y Southold, New York 11971 . '! JUDITH T.TERRYlXZTy FAX(516)765-1823 TQWN CLERK TELEPHONE(S 16)765-1801 REGISTRAR OF VITAL STATISTICS OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD August 22, 1989 Thomas H. Gannon, Jr. , President Thomas H. Gannon & Sons, Inc. P. O. Box 505 Middle Island, New York 11953 Dear Mr. Gannon: I have been advised by Superintendent of Highways Jacobs that the Slurry Seal project on Fishers Island has been completed, therefore, I am return herewith your $500.00 bid deposit check. Very truly yours, Judith T. Terre Southold Town Clerk Enclosure gZ E f ,fit . 4,. Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 JUDITH T.TERRY FAX(516)765-1823 TOWN CLERK TELEPHONE(516)765-1801 REGISTRAR OF VITAL STATISTICS OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD March 17, 1989 Thomas H. Gannon, Jr. , President Thomas H. Gannon S Sons, Inc. P. O. Box 505 Middle Island, New York 11953 Dear Mr. Gannon: The Southold Town Board, at their regular meeting held on March 14, 1989, accepted your bid in the amount of $. 85 per square yard for furnish- ing and placing Slurry Seal on Town Roads on Fishers Island. Please contact Superintendent of Highways Jacobs concerning this slurry seal project. Your $500.00 bid deposit check will be returned to you upon completion of the project. Very truly yours, Judith T. Terry Southold Town Clerk cc: Supt. of Highways Jacobs .O Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 FAX(516)765-1823 JUDITH T.TERRY TELEPHONE(516)765-1801 TOWN CLERK REGISTRAR OF VITAL STATISTICS OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD March 17, 1989 Bruce C. Streuli, President Ascon Distributing Corporation P. O. Box 629 Bay Shore, New York 11706 Dear Mr. Streuli: The Southold Town Board, at their regular meeting held on March 14, 1989, accepted the bid of Thomas H. Gannon E Sons, Inc., in the amount of $. 85 per square yard, for furnishing and placing Slurry Seal on Town Roads on Fishers Island. Your $875. 00 bid deposit check is returned herewith. Thank you for submitting your bid for this project. Very truly yours, Judith T. Terry Southold Town Clerk Enclosure o��FFour�D� o s Town Hall, 53095 Main Road qF P.O. Box 1179 Southold, New York 11971 JUDITH T.TERRY FAX(516)765-1823 TELEPHONE(516)765-1801 TOWN CLERK REGISTRAR OF VITAL STATISTICS 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 14, 1989: RESOLVED that the Town Board of the Town of Southold hereby accepts the bid of Thomas H. Gannon and Sons, Inc. for furnishing and placing approximately 25,000 square yards of Slurry Seal on Town Roads on Fishers Island, at a cost of $. 85 per square yard. Judith T. Terry Southold Town Cie k March 16, 1989 • Ca JJosc. P.O. BOX 505 MIDDLE ISLAND,N.Y. 11953 • 736-3116 MArch 9, 1989 Town Clerk Town of Southold Main Road Southold, N. Y . We submit the following price for the purpose of furnishing and placing Slurry Seal on Town Roads on Fishers Island,N.Y . --2-4 $ p/s.y . Very truly yours , Thos . HI:. Ga on & Sons, Inc. Thomas H. Gannon, Jr . President t 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 Slurry Seal Roads - Fishers Island ' :t, ! i ASCON DISTRIBUTING CORPORATION W W F m ?, P. O. Box 629 Phone 516/586-4230 4s e' BAY SHORE, NEW YORK 11706 30CIAT'O March 03, 1989 Town of Southold Office of Town Clerk Southold, N. Y. 11971 Re : BID ON SLURRY SEAL P.OADS-FISHERS ISLAND To Whom It May Concern: Our price to furnish and place approximately 25 ,000 square yards of Slurry Seal is $1. 75 per square yard. Sincerely yo rs Bruce C. Streuli BCS/kb President 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 Slurry Seal Roads - Fishers Island ' Acon .2%b-d ufing Corp. P. O. BOX 629 (�M l x i AR-3'� BAY SHORE, N. Y. 11706 R 354 849 803 �_... f Office of Town Clerk Town of Southold ,Main Road ;� .3 �•.,: Judith T. Terry, Town Clerk Southold, N. Y. 11971 .1 BID TO SLURRY SEAL ROADS ON FISHERS ISLAND Thursday, March 09 , 1989 11 : 00 A. M. a f Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 JUDITH T.TERRY -- ' : J TELEPHONE( -1823 765 TOWN CLERK 516)765-1801 REGISTRAR OFF VITAL STATISTICS OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD March 9, 1989 Frank Costello, President Costello Industries, Inc. 123 Costello Road P. O. Box 11444 Newington, Connecticut 06111 Dear Mr. Costello: I am returning herewith your $855. 00 bid deposit check with respect to your bid to Slurry Seal Town Roads on Fishers Island, New York. Your bid was received at 12:35 P.M. today which made it ineligible for consideration whereas the bid opening was 11 :00 A.M. You might wish to know that the Town received two other bids: Ascon Distributing Corporation, Bay Shore: $1. 75 per square yard, and Thomas H. Gannon and Sons, Inc. , Middle Island: $. 85 per square yard. Very truly yours, t` DATE INVOICE AMOUNT 51-44 Costello Industries, Inc, 119 123 COSTELLO'ROAD- P.O. BOX 11444 - No 1 9 5 6 4 NEWINGTON, CONNECTICUT 06111 PAY :i 5100STEt..1.4 AMOUNT IUD. ` i 1,:,.1. .I„I L�I„..1 (,,„II ( ,ll L. �.�I DOLLARS DATE /wip,;;::� ,J _ a4f ORDER OF ' 5 f” GR.ACT.PAY ALLOW. DISC. CHECK AMOUNT /f ? JJ �( C 7 � '1 G' S ` dU ! o W ° STELLO I DUSTRIES, INC. afall . q Lj i YAAESIDENT 11 z 11@0 L 9 S 6 L L 9 0 0 4 4 51: ab� J4i� i i f r .J CISTEXII INDUSTRIES, INC. 123 COSTELLO ROAD - P. 0. BOX 11444 - NEWINGTON, CONN. 06111 OPERATING DIVISIONS . SLURRY SEAL PAVEMENTS FLORIDA SLURRY SEAL PAVEMENTS • HIGHWAY CONSTRUCTION MILLING • RECLAMATION RECYLING • AIRPORT CONSTRUCTION TEL. (203) 666-3311 FAX. (203)666-2749 March 8, 1989 Office of the Town Clerk Town of Southold Ohl Town Hall Main Rd. Southold, NY 11971 MAR 91989 Attention: Judith T. Terry Sawmid Tow, rw* Southold Town Clerk • � s���, ,� Dear Ms. Terry: We are pleased to quote the following slurry seal work on Fishers Island. 25,000 S.Y. @ $1.71 P/S/Y = $42,750.00 All work shall be in full accordance with your invitation to bid, published February 23, 1989, and the specifications for slurry seal attached to our bid. Very truly rs, COS NDUSTRIES, INC. �s tt �I Frank Costello President FC/jk cc: bid file AN EQUAL OPPORTUNITY EMPLOYER, M/F HIGHWAY CONSTRUCTION . COLD PLANING . CRACK & JOINT SEALING SLURRY PAVEMENT PAVEMENT REINFORCING FABRICS • BRIDGE DECK MEMBRANE SYSTEMS MILLING • RECLAMATION . RECYCLING 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 from qualified contractors to furnish and place 25,000 square yards, more or less as may be needed at the discretion of the Superintendent of Highways, of Slurry Seal on Town Roads on Fishers Island, New York. The price per square yard is requested. Specifications for the above may be obtained at the Office of the Town Clerk, Town of Southold, Town Hall, Main Road, Southold, New York 11971. The sealed bids, together with a Non-Collusive Bid Certificate, bank draft or certified check in the amount equal to 20 of the amount of the bid, based upon 25,000 squre yards, will be received by the Town Clerk of the Town of Southold, at the Southold Town Hall, Main Road, Southold, New York, until 11 :00 A.M. , Thursday, March 9, 1989, 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 to Slurry Seal Roads on Fishers Island", 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 : February 7, 1989. JUDITH T. TERRY SOUTHOLD TOWN CLERK PLEASE PUBLISH ONCE, FEBRUARY 23, 1989, AND FORWARD ONE (1) AFFIDAVIT OF PUBLICATION TO JUDITH T. TERRY, TOWN CLERK, TOWN HALL, MAIN ROAD, SOUTHOLD, NEW YORK 11971. Copies to the following: The Suffolk Times The Long Island Traveler-Watchman Town Board members Town Clerk's Bulletin Board Superintendent of Highways Jacobs Dodge Reports The Day Publishing Company 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. COSTELLO IMN, TRIES, INC. (Signed) (Corporate Title) (if any) Bid on Slurry Seal Roads - Fishers Island *PECIFICATIONS FOR SLURRY S L It is the intent of these specifications to insure the fact that the slurry seal contractor submitting a bid for the work realizes that the standards and requirements of the contract are at least equal to the standards set by the International Slurry Seal Association guide Specifications A-105 , dated February 1972 . SCOPE The work covered by this specification consists of furnishing all plant , labor , equipment , and materials in performing all operations necessary in connection with the application of slurry seal surface on the designated surface , in complete and strict accordance with the specifications . APPLICABLE SPECIFICATIONS The materials used in the composition of the slurry seal surface shall be in strict accordance with the following specifications and shall pass the necessary testing procedures as follows : Test Method for Aggregate and Mineral Filler AASHO T2-60 Sampling Stone AASHO T27-60 Sieve analysis of fine or coarse aggregate AASHO Tll-60 Amount of material finer than 200 sieve AASHO T176-56 Sand equivalent test ate AASHO T84-60 Specific gravity and absorbtion of fine aggregate AASHO T19-56 Unit weight of aggregate AASHO T96-60 Abrasion of coarse aggregate AASHO T127-60 Sampling hydraulic cement AASHO T37-56 Sieve. analysis ominral filleruse of sodium AASHO T104-56 Soundness of aggregate Sulfate or magnesium sulfate Test Method for Asphalt Emulsions AASHO T40-56 Sampling bituminous material AASHO T59-60 Testing emulsified asphalts AASHO T182-57 Stripping test for bituminous mixtures AASHO T59A Positive particle charge test must show positive AASHO T59 Cement mixing test Test Method for Bituminous Slurry Surfaces AASHO T164-60 Bitumen content of paving mixture AASHO T30-55 Mechanical analysis of extracted aggregate SPECIFICATIONS FOR MINERAL FILLER ASTM D242-64 Mineral fillers for bituminous mixture At the discretion of the Contracting Officer'', any of the materials used in the Slurry Surface may be tested according to the above procedures . SPECIFICATIONS FOR ASPHALT EMULSION USED IN SLURRY SEAL The asphlat emulsion shall conform to the requirements of a cationic quick-set emulsion , type CSS-1H . This emulsion shall pass the positive particle test for cationic emulsions and shall show a PH factor of 6 . 5 . The cationic quick-setting emulsion shall show a positive break and resistance to rain in 1 to 2 hours . The contractor shall furnish a certified statement from the emulsion manufacturer giving analysis of the base asphalt used in the manufactor of the emulsion . The statement shall also certify that the material represented in a true cationic quick-set emulsion passing all the above testing procedures . SPECIFICATIONS FOR THE AGGREGATE USED IN SLURRY SEAL The mineral aggregate shall consist of natural of manufactured slag or crushed stone . The aggregate shall be clean and free from vegetable matter and other deleterious substances . When tested by AASHO T176 , the aggregate blend shall have a sand equivalent of not less than 45 . Mineral fillers such as Portland Cement , Limestone Dust , Fly Ash and others shall be considered as part of the blended aggregate and shall be used in mimimun required amounts . They shall meet the gradation requirements of ASTM D242-64 . Mineral fillers shall only be used if needed to improve the workability of the mix or the gradation of the aggregate . The combined mineral aggregate shall conform to the following gradation when tested by the previously mentioned test: SIEVE-SIZE TYPE II-PERCENT PASSING 3/8 100 #4 98-100 #8 65-90 #16 45-70 #30 35-50 #50 18-35 #100 10-21 #200 5-15 Theoretical Asphalt content & Dry Aggregate 7 . 5-13 . 5 WATER All water used with the slurry mixture shall be potable and free from harmful solubIL- salts . LABORATORY TESTING Sbui•cbs of all materials shall be selected prior to the time the materials are required for use in the work . All samples shall be taken according to previously mentioned methods . All materials shall be pertested in a qualified laboratory as their suitability for use in Slurry Seal . The theoretical asphalt content shall be determined. The laboratory shall also determine if a mineral filler is required , and if so , how much should be used . Test samples shall be made and tested on as Wet Track Abrasion Machine . A complete laboratory analysis and test report accompanied by abrated and unabrated slurry samples shall be submitted by the Contractor before the job starts . At least three days prior to the start of Slurry application a Job-mix formula for the Slurry Mixture shall be submitted to the Contracting Officer for approval . No Slurry shall be applied until such approval is received in writing from the Contracting Officer . The Job-Mix formula shall include the following : 1. Sieve analysis of aggregate used 2 . % of mineral filler 3 . % of water 4 . % of asphalt emulsion 5 . Unit weight of Dry Aggregate in lbs . /cu . ft . loose and compacted . 6 . Sample mixes should be evaluated by acceptable testing procedures as to their setting time , mixing characteristics , resistance to rain and abrasion . The results of the wet track abrasion test should be included in this report . 7 . Observed effects of moisture content on the specific weights for the test aggregate . PREPARATION OF THE SURFACE Immediately prior to the application of the Slurry Seal the surface shall be cleaned of all loose material , silt spots , vegetation and other objectionable material . Any standard method will be acceptable , except water flushing will not be permitted in areas where considerable cracks are present in the pavement surface . When required a tack coat of 4 parts water , 1 part cationic emulsion shall be applied to all concrete surfaces prior to the application of the Slurry Seal . This shall be applied at air temperature and allowed to cure before the slurry operation . COMPOSITION AND RATE OF APPLICATION OF THE SLURRY MIX The amount of asphalt emulsion to be blended with the aggregate shall be that as determined by the laboratory report after final adjustments in the field . A minimum amount of water will be added as necessary to obtain a fluid homogeneous mixture . The rate of application shall be a minimum of 10 lbs . , but not greater than 15 lbs . of aggregate per sq . yd . The engineer will give final approval to the design and rate of application used . WEATHER The Slurry Seal shall not be applied if the pavement or the air temperature is 55 degrees F . or below and falling , but may be applied when both the air and pavement temp . is 45 degrees F . or above and rising . The mixture should not be applied if high relative humidity prolongs the curing time . beyond a reasonable amount . TRAFFIC CONTROL Suitable methods such as barricades , flagmen , pilot cars , etc . shall be used to protect the uncured slurry surface from all types of traffic , Any damage to the uncured slurry will be the responsiblility of the contractor . The engineer or Contracting Officer shall give final approval of the method used . If damage occurs where suitable means have been made to protect the uncured slurry , violators will be prosecuted and the contractor will be reimbursed for the damages . APPLICATION OF THE SLURRY SURFACE A . General - The surface shall be fogged with water directly preceding the spreader . The Slurry mixture shall be of the desired consistancy when deposited on the surface and no additional elements shall be added . Total time of mixing shall not exceed four minutes . A sufficient amount of slurry shall be kept in all parts of the spreader at all times so the complete coverage is obtained . No lumping , balling or unmixed aggregate shall be permitted . No segregation of the emulsion and the aggregate fines from the coarse aggregate shall be permitted . If the coarse aggregate settles to the bottom of the mix , the slurry will be removed from the pavement . No excessive breaking of the emulsion in the spreader box will be permitted . No streaks such as left by oversized aggregate shall be left in the finished pavement . B . Joints - No excessive build up no unsightly appearance shall be permitted along longitudinal or transverse joint. C. Handwork - Approved squeeges shall be used to spread the slurry in the areas not accessible to the slurry mixer . Care will be exercised in leaving no unsightly appearance from hand work . 0 . Curing - Treated areas will be permitted to cure until such time as the Engineer permits the opening to traffic . STOCKPILING OF AGGREGATE Precautions shall be taked to insure that stockpiles do not become contaminated with oversized rock , clay , silt , or excessive amounts of moisture . The stockpile shall be kept in areas that drain readily . Segregation of the aggregate shall not be permitted . STORAGE The contractor shall provide suitable storage facilities for the asphalt emulsion . The container shall be equipped to prevent water from entering the emulsion . Suitable heat shall be provided to prevent freezing . SAMPLING Samples of materials and of the finished slurry surface shall be furnished by the contractor as directed by the Engineer (or Contracting Officer) during the progress of the work . Test reports may be requested of the contractor as new materials arrive . 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 on the slurry mixing equipment to be used shall be submitted for approval not less than 10 days before the work starts . Slurry Mixing Equipment - The slurry mixing machine shall be a continuos flow mixing unit , and be capable of delivering a predetermined proportion of aggregate , water , and asphalt emulsion to the mixing chamber and to discharge the thoroughly mixed product on a continuos basis . The aggregate shall be prewetted just prior to mixing with the emulsion . The mixing chamber of the mixing unit shall be capable of thoroughly mixing all the ingredients together to form the proper blend . No violent mixing shall be permitted . The slurry mixing machine shall be equipped with an approved fines feeder that provides and accurate metering device or method to introduce a predetermined amount of moneral filler into the mixer at the same time and locations the aggregate is fed . The fines feeder shall be used whenever added mineral filler is a part of the aggregate blend . The mixing machine shall be equipped with a water pressure system and fog type spray bar adequate for the complete fogging of the surface prior to the spreading equipment , with a maximum application of 0 . 05 gallons per sq . yd . The slurry machine must contain a 8 yd . storage capacity to properly mix and apply a minimum of eight tons of Slurry Seal. Spreading Equipment - Attached to the mixing machine shall be a mechanical type squeegee distributor equipped with hydraulic augers and flexible material in contact with the surface to prevent the loss of slurry from the distributor . It shall ber4iaintained so as to prevent loss of slurry on varying grades and crown by adjustments to insure uniform spread . The box shall be kept clean and buildup of asphalt and aggregate shall not be permitted . CLEANING EQUIPMENT Power brooms , power blowers , air compressors , water flushing equipment and hand brooms shall be suitable for cleaning the surface and cracks of the old surface . AUXILARY EQUIPMENT Hand squeegees , shovels and other equipment shall be provided as necessary to perform the work . VTUM/NOUSMATER/ALS,SALES&CONSULTANTS Mom ISR 91999 March 7 , 1989 Ms . Judith T. Terry Town Clerk Town Hall Main Road Southold, New York 11971 Dear Ms . Terry: Enclosed is the proposal and specifications for furnishing and placing 25 ,000 square yards of Slurry Seal on Town Roads on Fishers Island, NY. Bimasco, Inc. will not place a bid for this job. However, we do thank you for giving us the opportunity. Sincerely, A x., Maureen Toto MT/df encls . 242 RABRO DRIVE • P.O. DRAWER 298 • HAUPPAUGE,NEW YORK 11788 • (516)234-3100 0 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 from qualified contractors to furnish and place 25,000 square yards, more or less as may be needed at the discretion of the Superintendent of Highways, of Slurry Seal on Town Roads on Fishers Island, New York. The price per square yard is requester. Specifications for the above may be obtained at the Office of the Town Clerk, Town of Southold, Town Hall, Main Road, Southold, New York 11971. The sealed bids, together with a Non-Collusive Bid Certificate, bank draft or certified check in the amount equal to 20 of the amount of the bid, based upon 25,000 squre yards, will be received by the Town Clerk of the Town of Southold, at the Southold Town Hall, Main Road, Southold, New York, until 11 :00 A.M. , Thursday, March 9, 1989, 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 to Slurry Seal Roads on Fishers Island", 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 : February 7, 1989. JUDITH T. TERRY SOUTHOLD TOWN CLERK PLEASE PUBLISH ONCE, FEBRUARY 23, 1989, AND FORWARD ONE (1) AFFIDAVIT OF PUBLICATION TO JUDITH T. TERRY, TOWN CLERK, TOWN HALL, MAIN ROA[ , SOUTHOLD, NEW YORK 11971. Copies to the following: The Suffolk Times . The Long Island Traveler-Watchman Town Board members Town Clerk's Bulletin Board Superintendent of Highways Jacobs Dodge Reports The Day Publishing Company 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 Slurry Seal Roads - Fishers Island IRPECIFICATIONS FOR SLURRY SEAL It is the intent of these specifications to insure the fact that the slurry seal contractor submitting a bid for the work realizes that the standards and requirements of the contract are at least equal to the standards set by the International Slurry Seal Association guide Specifications A-105 , dated February 1972 . SCOPE The work covered by this specification consists of furnishing all plant , labor , equipment , and materials in performing all operations necessary in connection with the application of slurry seal surface on the designated surface , in complete and strict accordance with the specifications . APPLICABLE SPECIFICATIONS The materials used in the composition of the slurry seal surface shall be in strict accordance with the following specifications and shall pass the necessary testing procedures as follows : Test Method for Aggregate and Mineral Filler AASHO T2-60 Sampling Stone AASHO T27-60 Sieve analysis of fine or coarse aggregate AASHO Tll-60 Amount of material finer than 200 sieve AASHO T176-56 Sand equivalent test AASHO T84-60 Specific gravity and absorbtion of fine aggregate AASHO T19-56 Unit weight of aggregate AASHO T96-60 Abrasion of coarse aggregate AASHO T127-60 Sampling hydraulic cement AASHO T37-56 Sieve; analysis of mineral filler AASHO T104-56 Soundness of aggregate by use of sodium Sulfate or magnesium sulfate Test Method for Asphalt Emulsions AASHO T40-56 Sampling bituminous material AASHO T59-60 Testing emulsified asphalts AASHO T182-57 Stripping test for bituminous mixtures AASHO T59A Positive particle charge test must show positive AASHO T59 Cement mixing test Test Method for Bituminous Slurry Surfaces AASHO T164-60 Bitumen content of paving mixture AASHO T30-55 Mechanical analysis of extracted aggregate SPECIFICATIONS FOR MINERAL FILLER ASTM D242-64 Mineral fillers for bituminous mixture At the discretion of the Contracting Officer , any of the materials used in the Slurry Surface may be tested according to the above procedures . SPECIFICATIONS FOR ASPHALT EMULSION USED IN SLURRY SEAL The asphlat emulsion shall conform to the requirements of a cationic quick-set emulsion , type CSS-1H . This emulsion shall pass the positive particle test for cationic emulsions and shall show a PH factor of 6 . 5 . The cationic quick-setting emulsion shall show a positive break and resistance to rain in 1 to 2 hours . The contractor shall furnish a certified statement from the emulsion manufacturer giving analysis of the base asphalt used in the manufactor of the emulsion . The statement shall also certify that the material represented in a true cationic quick-set emulsion passing all the above testing procedures . SPECIFICATIONS FOR THE AGGREGATE USED IN SLURRY SEAL The mineral aggregate shall consist of natural of manufactured slag or crushed stone . The aggregate shall be clean and free from vegetable matter and other deleterious substances . When tested by AASHO T176 , the aggregate blend shall have a sand equivalent of not less than 45 . Mineral fillers such as Portland Cement , Limestone Dust , Fly Ash and others shall be considered as part of the blended aggregate and shall be used in mimimun required amounts . They shall meet the gradation requirements of ASTM D242-64 . Mineral fillers shall only be used if needed to improve the workability of the mix or the gradation of the aggregate . The combined mineral aggregate shall conform to the following gradation when tested by the previously mentioned test: SIEVE-SIZE TYPE II-PERCENT PASSING 3/8 100 #4 98-100 #8 65-90 #16 45-70 #30 35-50 #50 18-35 #100 10-21 #200 5-15 Theoretical Asphalt content & Dry Aggregate 7 . 5-13 . 5 WATER All water used with the slurry mixture shall be potable and free from harmful solublie salts . LABORATORY TESTING Source's of all materials shall be selected prior to the time the materials are required for use in the work . All samples shall be taken according to previously mentioned methods . All materials shall be pertested in a qualified laboratory as their suitability for use in Slurry Seal . The theoretical asphalt content shall be determined . The laboratory shall also determine if a mineral filler is required , and if so , how much should be used . Test samples shall be made and tested on as Wet Track Abrasion Machine . A complete laboratory analysis and test report accompanied by abrated and unabrated slurry samples shall be submitted by the Contractor before the job starts . At least three days prior to the start of Slurry application a Job-mix formula for the Slurry Mixture shall be submitted to the Contracting Officer for approval . No Slurry shall be applied until such approval is received in writing from the Contracting Officer . The Job-Mix formula shall include the following : 1 . Sieve analysis of aggregate used r 2 . % of mineral filler 3 . % of water 4 . % of asphalt emulsion 5 . Unit weight of Dry Aggregate in lbs . /cu . ft . loose and compacted . 6 . Sample mixes should be evaluated by acceptable testing procedures as to their setting time , mixing characteristics , resistance to rain and abrasion . The results of the wet track abrasion test should be included in this report . 7 . Observed effects of moisture content on the specific weights for the test aggregate . • PREPARATION OF THE SURFACE Immediately prior to the application of the Slurry Seal the surface shall be cleaned of all loose material , silt spots , vegetation and other objectionable material . Any standard method will be acceptable , except water flushing will not be permitted in areas where considerable cracks are present in the pavement surface . When required a tack coat of 4 parts water , 1 part cationic emulsion shall be applied to all concrete surfaces prior to the application of the Slurry Seal . This shall be applied at air temperature and allowed to cure before the slurry operation . COMPOSITION AND RATE OF APPLICATION OF THE SLURRY MIX The amount of asphalt emulsion to be blended with the aggregate shall be that as determined by the laboratory report after final adjustments in the field . A minimum amount of water will be added as necessary to obtain a fluid homogeneous mixture . The rate of application shall be a minimum of 10 lbs . , but not greater than 15 lbs . of aggregate per sq . yd . The engineer will give final approval to the design and rate of application used . WEATHER The Slurry Seal shall not be applied if the pavement or the air temperature is 55 degrees F . or below and falling , but may be applied when both the air and pavement temp . is 45 degrees F . or above and rising . The mixture should not be applied if high relative humidity prolongs the curing time . beyond a reasonable amount . TRAFFIC CONTROL Suitable methods such as barricades , flagmen , pilot cars , etc . shall be used to protect the uncured slurry surface from all types of traffic , Any damage to the uncured slurry will be the responsiblility of the contractor . The engineer or Contracting Officer shall give final approval of the method used . If damage occurs where suitable means have been made to protect the uncured slurry , violators will be prosecuted and the contractor will be reimbursed for the damages . APPLICATION OF THE SLURRY SURFACE A . General - The surface shall be fogged with water directly preceding the spreader . The Slurry mixture shall be of the desired consistancy when deposited on the surface and no additional elements shall be added . Total time of mixing shall not exceed four minutes . A sufficient amount of slurry shall be kept in all parts of the spreader at all times so the complete coverage is obtained . No lumping , balling or unmixed aggregate shall be permitted . No segregation of the emulsion and the aggregate fines from the coarse aggregate shall be permitted . If the coarse aggregate settles to the bottom of the mix , the slurry will be removed from the pavement . No excessive breaking of the emulsion in the spreader box will be permitted . No streaks such as left by oversized aggregate shall be left in the finished pavement . f B . Joints - No excessive build up no unsightly appearance shall be permitted along longitudinal or transverse joint, C. Handwork - Approved squeeges shall be used to spread the slurry in the areas not accessible to the slurry mixer . Care will be exercised in leaving no unsightly appearance from hand work . D . Curing - Treated areas will be permitted to cure until such time as the Engineer permits the opening to traffic . STOCKPILING OF AGGREGATE do not become or excessive amounts of Precautions shall be taked to insure thasiltstockpiles contaminated with oversized rock , clay , areas that drain readily . moisture . The stockpile shall be keptpermitted . Segregation of the aggregate shall not be p STORAGE rovide suitable storage facilities for the asphalt The contractor shall p to prevent water from emulsion . The container shall be equippedprovided to prevent entering the emulsion . Suitable heat shall be p freezing . SAMPLING Samples of materials and of the finished they surface Engineer (orll be Contracting furnished by the contractor as directed byy Engineer nested Officer) during the progress of the work . Test reports may be req of the contractor as new materials arrive . EQUIPMENT All equipment , tools , and machines used in the performance of this work shall be maintained in satisfactorrry mixing order ui mentltotbees . used shall Descriptive information on the slurry mixing eq p be submitted for approval not less than 10 days before the work starts . Equipment - The slurry mixing machine shall be a continuos Slurry Mixinga redetermined flow mixing unit , and be capable of delivering p proportion of aggregate , water , and asphalt emulsion to the mixing chamber and to discharge the thoroughly mixed product on a continuos shall be prewetted just prior to mixing with the basis . The aggregate emulsion . The mixing chamber of the mixing unit shall be capa e o proper blend. thoroughly mixing all the ingredients together to form the No violent mixing shall be permitted . The slurry mixing machine shall be equipped with an approved to fines feeder that provides and accurate meterifillernintovice or the mixertatdthe sametime a predetermined amount of monera fed . The finesfeeder egshall use and locations the aggregate is ggrablend . a whenever added mineral filler is a part of the gg 9 The mixing machine shall be equipped with a water pressure system and fogtype spray bar adequate for the complete fogging of the surface y ment , with a maximum application of 0 . 05 prior to the spreading equip d . storage gallons per sq . yd . The slurry machine must contain a 8 y capacity to properly mix and apply a minimum of eight tons of Slurry Seal . Attached to the mixe�gwithh ine shall be a Spreading Equipment _ hydraulic augers and mechanical type squeegee distributor equipp urface to prevent the loss of flexible material in contact with the sprevent slurry from the distibtorshall crownr+lbyntained so adjustmentsstooinsure loss of slurry on varying grades and uniform spread . The box shall kept clean and buildup of asphalt an aggregate shall not be perms d . CLEANING EQUIPMENT Power brooms , ater flushing equipment power blowers , air compressors , w ms shall be suitable for cleaning the surface and cracks o and hand broo the old surface . AUXILARY EQUIPMENT Hand squeegees , shovels and other equipment shall be provided as necessary to perform the work . BIDS — SLURRY SEAL FISHERS ISLAND ROADS Bid opening: 11 :00 A.M., March 9, 1989, Southold Town Hall. 1. Thomas H. Gannon & Sons, P.O. Box 505, Middle Island, N.Y. 11953 2. Richard Murphy d/b/a Point Recreation, 1057 115th St., College Pt,NY 11356 3//j9 4. ka ate . �i�p, 4G,6 G a-s Q /! 7e) 43/ q bG�k,, � � d�GG�Cs.LG+ e•hi'�eal. � /.2 3 G�.Ct� F.ar. 3 k7 7. liae� dk c_. G'T 3 8. 9. 10. 'i Account Number.$3503. . . . . . . Invoice . . . . . . . . . . . . . Date. . 19.89. . . . . . . . TOWN OF SOUTHOLD, COUNTY OF SUFFOLK, N.Y., Dr. PAY TO: Payee Identification Payee Name: or Social Security Number: . . . . . .Q6033,7.5 60. . . . . . . . . . . . . . . . . . . . The Day Publishing Co. Payee Reference: Address: P.O. Box 1231 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . New.London, .Ct. . .06320 . . . . . . . . . . Phone No. (. . . .). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Vendor Contact CashDiscount. . . . . . . . . . . . . . . . . . % . . . . . . . . .Days . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Item Description of Material/Service Quantity Unit Amount No. Price 2/25 Slurry Seal Bid 53 . 84 44.52 Y %a Est A 1109>01 } g g a Total o �� x Its Is ac 4� Discount 2% . 89 J Net 43. 63 The undersigned (Claimant) (Acting on behalf of above named claimant) does hereby certify that the foregoing claim is true and correct and that no part thereof has been paid, except as therein stated, and that the balance therein stated is actually due and owing. Dated. . . . . . . �. . .,19 _ . . . . Signature LEGAL NOTICE NOTICE TO 111I,pDE1RS NOTICE IS HEREBY GIVEN in STATE OF NEW YORK) accordance with the provisions of ) , Section 103 of the General Municipal Law,that sealed bids are sought and COUNTY OF SUFFOLK) requested from qualified contractors to furnish and place 25,000 square yards, more or less as may be needed at the Maribeth Powers of Mattituek, in discretion of the Superintendent of Highways,of Slurry Seal on Town said County, being duly sworn,says that he/she is Principal Ronda on Fuser:Island,New York. The Price Per square Yard is requested. Clerk of THE SUFFOLK TIMES, a Weekly Newspaper, S»ecifications for the above may be published at Mattituek, in the Town of Southold, County of obtaked at the Office of the Town Cleric, Town of Southold, Town Suffolk and State of New York,and that the Notice of which Ham. Mafia Road, Southold, New York 11971. the annexed is a printed copy,has been regularly published in The sealed bids,together with a said Newspaper once each week for 1 weeks Nan-Collusive Bid Certificate,bank successively, commencing on the _ day of draft or certified check in the amount equal to 2%of the amount of the bid, F p r r a r y 19$� based upon 25,000 square yards,win be received by the Town Clerk of the Town of Southold,at the Southold Town Hall, Main Road, Southold, New York,until 11:00 A.M.,Thurs- day,March 9, 1989,at which time they will be opened and read aloud in . Principal Clerk public.The Town Board of the Town Of Southold reserves the right to ra- jest Any and all bids and waive any, and all informality in any Edd should it be defined in the best interest of the Sworn to bef re this Town of Southold to do so. 62? All bids must be signed and sealed day Of 1Y K.[l (;f'n¢f m envelopes plainly marked"Bid to r!„ , itM t k.�,:York Slurry Seal Roads on Fishers Island•, 60 and submitted to the Office of the ry Expires Fe ru Ors ��39 ut expires Ee���ar9 Town Clerk.The bid price shall not "'''`"""������ include any tax,federal,state or local, from which the Town of Southold is exempt DATED:February 7,1989. JUDITH T.TERRY SOUTHOLD TOWN CLERK 6198-1TF23 I i, I I COUNTY OF SUFFOLK ss: LEGAL NOTICE STATE OF NEW YORK NOTICE IS HEREBY . GIVEN in accordance with the provisions of Section 103 of the General Municipal Law, that Patricia Wood, being duly sworn, says that she is the sealed bids are sought and re- quested from qualified contrac- Editor, of THE LONG ISLAND TRAVELER-WATCHMAN, r tors to furnish and place 25,000 a public newspaper printed at Southold, in Suffolk County; square yards, more or less as and that the notice of which the annexed is a printed copy, may be needed at the discretion of the Superintendent of High- has been published in said Long Island Traveler-Watchman ways, of Slurry Seal on Town once each week for . . . . . . . . . . . . . . . . . . . . . . . . . . weeks Roads on Fishers Island, New York.The price per square yard is requested. Specifications for successively, commencing on the . . . . . . . . . . . . . . . . . . . . . . [ the above may be obtained at day of . . . .-.'. . . . . . . 19 r the Office of the Town Clerk, ��.csy� Town of Southold, Town Hall, Main Road, Southold, New York 11971. The sealed bids,together with -- g a Non-Collusive Bid.Certificate, x bank draft or certified check in the amount equal to 2010 of the ,/ amount of the bid, based upon I, 25,000 square yards, will be re- Sworn to before me this . . . . . . . . . . . . . . . . . . . . . day of ceived by the Town Clerk of the Town of Southold,at the South- old Town Hall, Main Road, . . . . . . l 19 Southold, New York,until 11:00 A.M.,Thursday,March 9, 1989, at which time they will be open- ed and read aloud in public.The Town Board of the Town of Southold reserves the right to re- ject any and all bids and waive Notary Public any and all informality in any EAr,;OARA A.SCHNEIDER bid should it be deemed in the No7 4 RY Pi."?LIC, State of New York, best interest of the Town of No. 4806846 Southold to do so. QtWified in Suffolk County All bids must be signed and CQ[;jniisslon Expires 77 119 v sealed in envelopes plainly marked "Bid to Slurry Seal Roads on Fishers Island," 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: February 7, 1989 JUDITH T. TERRY SOUTHOLD TOWN CLERK 1X, 2/23/89(11) i I, 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 17th day of February 19 89 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 : Slurry Seal Town Roads on Fishers Island. Bid opening : 11 :00 A.M. , Thursday, March 9, 1989. Southold Town Hall. Judith T. Terry Southold Town Clerk Sworn to before me this 17th day of February 19 89 Notary Public ELIZABETH ANN NEVILLE Notarryy Public,State of New York No.52-8125850,Suffolk Cour, Term Expires October 31. I&I I� 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 from qualified contractors to furnish and place 25,000 square yards, more or less as may be needed at the discretion of the Superintendent of Highways, of Slurry Seal on Town Roads on Fishers Island, New York. The price per square yard is requested. Specifications for the above may be obtained at the Office of the Town Clerk, Town of Southold, Town Hall, Main Road, III Southold, New York 11971 . The sealed bids, together with a Non-Collusive Bid Certificate, bank draft or certified check in the amount equal to 20 of the amount of the bid, based upon 25,000 squre yards, will be received by the Town Clerk of the Town of Southold, at the Southold Town Hall, Main Road, Southold, New York,l until 11 :00 A.M. , Thursday, March 9, 1989, at which time they will be opened I and read aloud in public. The Town Board of the Town of Southold reserves li 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 to j I i Slurry Seal Roads on Fishers Island", and submitted to the Office of the Town'i Clerk. The bid price shall not include any tax, federal, state or local, from which the Town of Southold is exempt. DATED : February 7, 1989. JUDITH T. TERRY i SOUTHOLD TOWN CLERK PLEASE PUBLISH ONCE, FEBRUARY 23, 1989, AND FORWARD ONE (1) AFFIDAVIT OF PUBLICATION TO JUDITH T. TERRY, TOWN CLERK, TOWN HALL, MAIN ROAD, SOUTHOLD, NEW YORK 11971. Copies to the following: The Suffolk Times The Long Island Traveler-Watchman Town Board members Town Clerk's Bulletin Board Superintendent of Highways Jacobs I I Dodge Reports The Day Publishing Company i I I i I i i 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 from qualified contractors to furnish and place 25,000 square yards, more or less as may be needed at the discretion of the Superintendent of Highways, of Slurry Seal on Town Roads on Fishers Island, New York. The price per square yard is requested. Specifications for the above maybe obtained at the Office of the Town Clerk, Town of Southold, Town Hall, Main Road, Southold, New York 11971. The sealed bids, together with a Non-Collusive Bid Certificate, bank draft or certified check in the amount equal to 2% of the amount of the bid, based upon 25,000 squre yards, will be received by the Town Clerk of the Town of Southold, at the Southold Town Hall, Main Road, Southold, New York, until 11 :00 A.M. , Thursday, March 9, 1989, 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 to Slurry Seal Roads on Fishers Island", 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 : February 7, 1989. JUDITH T. TERRY SOUTHOLD TOWN CLERK PLEASE PUBLISH ONCE, FEBRUARY 23, 1989, AND FORWARD ONE (1) AFFIDAVIT OF PUBLICATION TO JUDITH T. TERRY, TOWN CLERK, TOWN HALL, MAIN ROAD, SOUTHOLD, NEW YORK 11971. Copies to the following: The Suffolk Times The Long Island Traveler-Watchman Town Board members , Town Clerk's Bulletin Board Superintendent of Highways Jacobs Dodge Reports The Day Publishing Company 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 from qualified contractors to furnish and place 25,000 square yards, more or less as may be needed at the discretion of the Superintendent of Highways, of Slurry Seal on Town Roads on Fishers Island, New York. The price per square yard is requested. Specifications for the above may be obtained at the Office of the Town Clerk, Town of Southold, Town Hall, Main Road, Southold, New York 11971. The sealed bids, together with a Non-Collusive Bid Certificate, bank draft or certified check in the amount equal to 2% of the amount of the bid, based upon 25,000 squre yards, will be received by the Town Clerk of the i Town of Southold, at the Southold Town Hall, Main Road, Southold, New York, until 11 :00 A.M. , Thursday, March 9, 1989, 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 to Slurry Seal Roads on Fishers Island", 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: February 7, 1989. JUDITH T. TERRY SOUTHOLD TOWN CLERK PLEASE PUBLISH ONCE, FEBRUARY 23, 1989, AND FORWARD ONE (1) AFFIDAVIT OF PUBLICATION TO JUDITH T. TERRY, TOWN CLERK, TOWN HALL, MAIN ROAD, SOUTHOLD, NEW YORK 11971. Copies to the following: The Suffolk Times The Long Island Traveler-Watchman Town Board members Town Clerk's Bulletin Board Superintendent of Highways Jacobs Dodge Reports The Day Publishing Company 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 Slurry Seal Roads - Fishers Island .� SPECIFICATIONS FOR SLURRY SEAL It is the intent of these specifications to insure the fact that the slurry seal contractor submitting a bid for the work realizes that the standards and requirements of the contract are at least equal to the standards set by the International Slurry Seal Association guide Specifications A-105 , dated February 1972 . SCOPE The work covered by this specification consists of furnishing all plant , labor , equipment , and materials in performing all operations necessary in connection with the application of slurry seal surface on the designated surface , in complete and strict accordance with the specifications . APPLICABLE SPECIFICATIONS The materials used in the composition of the slurry seal surface shall be in strict accordance with the following specifications and shall pass the necessary testing procedures as follows : Test Method for Aggregate and Mineral Filler AASHO T2-60 Sampling Stone „ AASHO T27-60 Sieve analysis of fine or coarse aggregate AASHO Tll-60 Amount of material finer than 200 sieve AASHO T176-56 Sand equivalent test AASHO T84-60 Specific gravity and absorbtion of fine aggregate AASHO T19-56 Unit weight of aggregate AASHO T96-60 Abrasion of coarse aggregate AASHO T127-60 Sampling hydraulic cement AASHO T37-56 Sieve; analysis of mineral filler AASHO T104-56 Soundness of aggregate by use of sodium Sulfate or magnesium sulfate Test Method for Asphalt Emulsions AASHO T40-56 Sampling bituminous material AASHO T59-60 Testing emulsified asphalts AASHO T182-57 Stripping test for bituminous mixtures AASHO T59A Positive particle charge test must show positive AASHO T59 Cement mixing test Test Method for Bituminous Slurry Surfaces AASHO T164-60 Bitumen content of paving mixture AASHO T30-55 Mechanical analysis of extracted aggregate SPECIFICATIONS FOR MINERAL FILLER ASTM 0242-64 Mineral fillers for bituminous mixture At the discretion of the Contracting Officer'', any of the materials used in the Slurry Surface may be tested according to the above procedures . SPECIFICATIONS FOR ASPHALT EMULSION USED IN SLURRY SEAL The asphlat emulsion shall conform to the requirements of a cationic quick-set emulsion , type CSS-1H . This emulsion shall pass the positive particle test for cationic emulsions and shall show a PH factor of 6 . 5 . The cationic quick-setting emulsion shall show a positive break and resistance to rain in 1 to 2 hours . The contractor shall furnish a certified statement from the emulsion manufacturer giving analysis of the base asphalt used in the manufactor of the emulsion . The statement shall also certify that the material represented in a true cationic quick-set emulsion passing all the above testing procedures . SPECIFICATIONS FOR THE AGGREGATE USED IN SLURRY SEAL The mineral aggregate shall consist of natural of manufactured slag or crushed stone . The aggregate shall be clean and free from vegetable matter and other deleterious substances . When tested by AASHO T176 , the aggregate blend shall have a sand equivalent of not less than 45 . Mineral fillers such as Portland Cement , Limestone Dust , Fly Ash and others shall be considered as part of the blended aggregate and shall be used in mimimun required amounts . They shall meet the gradation requirements of ASTM D242-64 . Mineral fillers shall only be used if needed to improve the workability of the mix or the gradation of the aggregate . The combined mineral aggregate shall conform to the following gradation when tested by the previously mentioned test : SIEVE-SIZE TYPE II-PERCENT PASSING 3/8 100 #4 98-100 #8 65-90 #16 45-70 #30 35-50 #50 18-35 #100 10-21 #200 5-15 Theoretical Asphalt content & Dry Aggregate 7 . 5-13 . 5 WATER All water used with the slurry mixture shall be potable and free from harmful solublo salts . LABORATORY TESTING Source's of all materials shall be selected prior to the time the materials are required for use in the work . All samples shall be taken according to previously mentioned methods . All materials shall be pertested in a qualified laboratory as their suitability for use in Slurry Seal . The theoretical asphalt content shall be determined . The laboratory shall also determine if a mineral filler is required , and if so , how much should be used . Test samples shall be made and tested on as Wet Track Abrasion Machine . A complete laboratory analysis and test report accompanied by abrated and unabrated slurry samples shall be submitted by the Contractor before the job starts . At least three days prior to the start of Slurry application a Job-mix formula for the Slurry Mixture shall be submitted to the Contracting Officer for approval . No Slurry shall be applied until such approval is received in writing from the Contracting Officer . The Job-Mix formula shall include the following : 1 . Sieve analysis of aggregate used 1 2 . % of mineral filler 3 . % of water 4 . % of asphalt emulsion 5 . Unit weight of Dry Aggregate in lbs . /cu . ft . loose and compacted . 6 . Sample mixes should be evaluated by acceptable testing procedures as to their setting time , mixing characteristics , resistance to rain and abrasion . The results of the wet track abrasion test should be included in this report . 7 . Observed effects of moisture content on the specific weights for the test aggregate . NI PREPARATION OF THE SURFACE Immediately prior to the application of the Slurry Seal the surface shall be cleaned of all loose material , silt spots , vegetation and other objectionable material . Any standard method will be acceptable , except water flushing will not be permitted in areas where considerable cracks are present in the pavement surface . When required a tack coat of 4 parts water , 1 part cationic emulsion shall be applied to all concrete surfaces prior to the application of the Slurry Seal . This shall be applied at air temperature and allowed to cure before the slurry operation . COMPOSITION AND RATE OF APPLICATION OF THE SLURRY MIX The amount of asphalt emulsion to be blended with the aggregate shall be that as determined by the laboratory report after final adjustments in the field . A minimum amount of water will be added as necessary to obtain a fluid homogeneous mixture . The rate of application shall be a minimum of 10 lbs . , but not greater than 15 lbs . of aggregate per sq . yd . The engineer will give final approval to the design and rate of application used . WEATHER The Slurry Seal shall not be applied if the pavement or the air temperature is 55 degrees F . or below and falling , but may be applied when both the air and pavement temp . is 45 degrees F . or above and rising . The mixture should not be applied if high . relative humidity prolongs the curing time . beyond a reasonable amount . TRAFFIC CONTROL Suitable methods such as barricades , flagmen , pilot cars , etc . shall be used to protect the uncured slurry surface from all types of traffic , Any damage to the uncured slurry will be the responsiblility of the contractor . The engineer or Contracting Officer shall give final approval of the method used . If damage occurs where suitable means have been made to protect the uncured slurry , violators will be prosecuted and the contractor will be reimbursed for the damages . APPLICATION OF THE SLURRY SURFACE A. General - The surface shall be fogged with water directly preceding the spreader . The Slurry mixture shall be of the desired consistancy when deposited on the surface and no additional elements shall be added . Total time of mixing shall not exceed four minutes . A sufficient amount of slurry shall be kept in all parts of the spreader at all times so the complete coverage is obtained . No lumping , balling or unmixed aggregate shall be permitted . No segregation of the emulsion and the aggregate fines from the coarse aggregate shall be permitted . If the coarse aggregate settles to the bottom of the mix , the slurry will be removed from the pavement . No excessive breaking of the emulsion in the spreader box will be permitted . No streaks such as left by oversized aggregate shall be left in the finished pavement . f B . Joints - No excessive build up no unsightly appearance shall be permitted along longitudinal or transverse joint, C . Handwork - Approved squeeges shall be used to spread the slurry in the areas not accessible to the slurry mixer. Care will be exercised in leaving no unsightly appearance from hand work . D . Curing - Treated areas will be permitted to cure until such time as the Engineer permits the opening to traffic . STOCKPILING OF AGGREGATE o Precautions shall be takedamounts of to insure that stockpiles do not become contaminated with oversized rock clay , silt , or excessive am shall be kept is areas that drain readily . moisture . The stockpilere ate shall not be permitted . Segregation of the agg 9 STORAGE halt provide suitable storage facilities for the asp The contractor shall p prev water from emulsion . The container shall be equipped to P provided to prevent entering the emulsion . Suitable heat shall be p freezing . SAMPLING surface shall be the Engineer (or Contracting Samples of materials and of the finished slurry be requested furnished by the contractor as directed by Test reports may Officer) during the progress of the work . of the contractor as new materials arrive . EQUIPMENT All equipment , tools , and machines used in the performance of this work Y• g ment to be used Descriptive informatio s Imes . hall shall be maintained innsonithecslurryomixingoequipat al a work starts . be submitted for approval not less than 10 days before t Equipment - The slurry mixing machine shall be a continuos Slurry Mixinga redetermined flow mixing unit , and be capable of asphaltemulsionto the mixing proportion of aggregate , water , and asp chamber and to discharge the thoroughly mixed product on a continuos just prior to mixing with the basis . The aggregate shall be prewetted j able of e ingredients the together to form the proper blend . emulsion . The mixing chamber of the mixing unit shall a cap thoroughly mixing all t No violent mixing shall be permitted . roved fines The slurry mixing machine shall be equipped with an app ice or to duce feeder that provides and accurate filler mixertatdthe sametime a predetermined amount of moneral fi The fines feeder shall be used and locations the aggregate is fed . gg 9 re ate blend . whenever added mineral filler is a part of the a with a water pressure system and The mixing machine shall be equippedg in of the surface fog type spray bar adequate for the chmalmaximumgapplication of 0 .05 prior to the spreading equipment , d . storage gallons per sq . yd . The slurry maehminimumne tofoeight tonsofSlurry capacity to properly mix and apply Seal . Spreading Equipment _ Attached to the uiixedgwithmachine draulic augers and P y mechanical type squeegee distributor eq pP flexible material in contact with the surface to prevent the loss of f prevent gra be and crown by adjustments to insure slurry from the distributor . It shall be r�iaint8ned so as ashalt and loss of slurry on varying 9 t clean and buildup of p uniform spread . The boxshall e kep aggregate shall not be permitted . CLEANING EQUIPMENT ui ment Power brooms , power blowers , air compressors , water flushing eq p and hand brooms shall be suitable for cleaning the surface and cracks o the old surface . AUXILARY EQUIPMENT Lt� other equipment shall be provided as Hand squeegees , shovels and necessary to perform the work . F OL/(CD`�l� Town Hall, 53095 Main Road yO P.O. Box 1179 Southold, New York 11971 01 FAX(516)765-1823 JUDITH T.TERRY TELEPHONE(516)765-1801 TOWN CLERK REGISTRAR OF VITAL STATISTICS OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT ATTHE REGULARFOLLOWING MEETRESOLUTION ONWAS FEBRADOPTED UARY 7B 1 89E SOUTHOLD TOWN BOARD RESOLVED that the Town Board of the Town of Southold hereby authorizes the Town Clerk toa dvertise for bids for resurfacing Town Roads on Fishers Island with slurry seal. Aludit�hf Terry Southold Town Clerk February 9, 1989 Highway Department Town of Southold Peconic Lane I Peconic, N.Y. 11958 r! Tel.765-3140 RAYMOND L.JACOBS 734-5211 Superintendent RESOLUTION BY: 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 : RESURFACING TOWN ROADS ON FISHERS ISLAND WITH SLURRY SEAL . VOTE OF THE TOWN BOARD Supervisor Frank J. Murphy (Yes) (No) Justice Raymond W. Edwards (Yes) (No) Councilwoman Jean W. Cochran (Yes) (No) Councilman George L. Penny IV (Yes) (No) Councilwoman Ruth D. Oliva (Yes) (No) Councilwoman Ellen M. Larsen (Yes) (No) Dated: February 7 , 1989 Town Clerk, Town of Southold Town Hall, 53095 Main Road 4p Off- P.O. Box 1179 Southold, New York 11971 JUDITH T.TERRY 1 TELEPHONE TOWN CLERK (516) 765-1801 REGISTRAR OF VITAL STATISTICS 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 MAY 17, 1988: RESOLVED that the Town Board of the Town of Southold hereby authorizes and directs the Town Clerk to advertise for bids for resurfacing Town Roads on Fishers Island. Judith T. Terr Y Southold Town Clerk May 18, 1988 Highway Department Town of Southold Peconic Lane Peconic, N.Y. 11958 RAYMOND L.JACOBS Superintendent Tel.765-3140 734-5211 RESOLUTION BY: 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 resurfacing of Town Roads on Fishers Island, New York. VOTE OF THE TOWN BOARD Supervisor Frank J. Murphy (Yes) (No) Justice Raymond W. Edwards (Yes) (No) Councilwoman Jean W. Cochran (Yes) (No) Councilman George L. Penny IV (Yes) (No) Councilwoman Ruth D. Oliva (Yes) (No) Councilwoman Ellen M. Larsen (Yes) (No) Dated: May 17, 1988 Town Clerk, Town of Southold SPECIFICATIONS FOR SLURRY SEAL It is the intent of these specifications to insure the fact that the slurry seal contractor submitting a bid for the work realizes that the standards and requirements of the contract are at least equal to the standards set by the International Slurry Seal Association guide Specifications A-105 , dated February 1972 . SCOPE The work covered by this specification consists of furnishing all plant , labor , equipment , and materials in performing all operations necessary in connection with the application of slurry seal surface on the designated surface , in complete and strict accordance with the specifications . APPLICABLE SPECIFICATIONS The materials used in the composition of the slurry seal surface shall be in strict accordance with the following specifications and shall pass the necessary testing procedures as follows : Test Method for Aggregate and Mineral Filler AASHO T2-60 Sampling Stone AASHO T27-60 Sieve analysis of fine or coarse aggregate AASHO Tll-60 Amount of material finer than 200 sieve AASHO T176-56 Sand equivalent test AASHO T84-60 Specific gravity and absorbtion of fine aggregate AASHO T19-56 Unit weight of aggregate AASHO T96-60 Abrasion of coarse aggregate AASHO T127-60 Sampling hydraulic cement AASHO T37-56 Sieve; analysis of mineral filler AASHO T104-56 Soundness of aggregate by use of sodium Sulfate or magnesium sulfate Test Method for Asphalt Emulsions AASHO T40-56 Sampling bituminous material AASHO T59-60 Testing emulsified asphalts AASHO T182-57 Stripping test for bituminous mixtures AASHO T59A Positive particle charge test must show positive AASHO T59 Cement mixing test Test Method for Bituminous Slurry Surfaces AASHO T164-60 Bitumen content of paving mixture AASHO T30-55 Mechanical analysis of extracted aggregate SPECIFICATIONS FOR MINERAL FILLER ASTM D242-64 Mineral fillers for bituminous mixture At the discretion of the Contracting Office, any of the materials used in the Slurry Surface may be tested according to the above procedures . SPECIFICATIONS FOR ASPHALT EMULSION USED IN SLURRY SEAL The asphlat emulsion shall conform to the requirements of a cationic quick-set emulsion , type CSS-1H . This emulsion shall pass the positive particle test for cationic emulsions and shall show a PH factor of 6 . 5 . The cationic quick-setting emulsion shall show a positive break and resistance to rain in 1 to 2 hours . The contractor shall furnish a certified statement from the emulsion manufacturer giving analysis of the base asphalt used in the manufactor of the emulsion . The statement shall also certify that the material represented in a true cationic quick-set emulsion passing all the above testing procedures . SPECIFICATIONS FOR THE AGGREGATE USED IN SLURRY SEAL The mineral aggregate shall consist of natural of manufactured slag or crushed stone . The aggregate shall be clean and free from vegetable matter and other deleterious substances . When tested by AASHO T176 , the aggregate blend shall have a sand equivalent of not less than 45 . Mineral fillers such as Portland Cement , Limestone Dust , Fly Ash and others shall be considered as part of the blended aggregate and shall be used in mimimun required amounts . They shall meet the gradation requirements of ASTM D242-64 . Mineral fillers shall only be used if needed to improve the workability of the mix or the gradation of the aggregate . The combined mineral aggregate shall conform to the following gradation when tested by the previously mentioned test : SIEVE-SIZE TYPE II-PERCENT PASSING 3/8 100 #4 98-100 #8 65-90 #16 45-70 #30 35-50 #50 18-35 #100 10-21 #200 5-15 Theoretical Asphalt content & Dry Aggregate 7 . 5-13 . 5 WATER All water used with the slurry mixture shall be potable and free from harmful solub1h salts . LABORATORY TESTING Sources of all materials shall be selected prior to the time the materials are required for use in the work . All samples shall be taken according to previously mentioned methods . All materials shall be pertested in a qualified laboratory as their suitability for use in Slurry Seal . The theoretical asphalt content shall be determined . The laboratory shall also determine if a mineral filler is required , and if so , how much should be used . Test samples shall be made and tested on as Wet Track Abrasion Machine . A complete laboratory analysis and test report accompanied by abrated and unabrated slurry samples shall be submitted by the Contractor before the job starts . At least three days prior to the start of Slurry application a Job-mix formula for the Slurry Mixture shall be submitted to the Contracting Officer for approval . No Slurry shall be applied until such approval is received in writing from the Contracting Officer . The Job-Mix formula shall include the following : 1 . Sieve analysis of aggregate used 2 . % of mineral filler 3 . % of water 4 . % of asphalt emulsion 5 . Unit weight of Dry Aggregate in lbs . /cu . ft . loose and compacted . 6 . Sample mixes should be evaluated by acceptable testing procedures as to their setting time , mixing characteristics , resistance to rain and abrasion . The results of the wet track abrasion test should be included in this report . 7 . Observed effects of moisture content on the specific weights for the test aggregate . PREPARATION OF THE SURFACE Immediately prior to the application of the Slurry Seal the surface shall be cleaned of all loose material , silt spots , vegetation and other objectionable material . Any standard method will be acceptable , except water flushing will not be permitted in areas where considerable cracks are present in the pavement surface . When required a tack coat of 4 parts water , 1 part cationic emulsion shall be applied to all concrete surfaces prior to the application of the Slurry Seal . This shall be applied at air temperature and allowed to cure before the slurry operation . COMPOSITION AND RATE OF APPLICATION OF THE SLURRY MIX The amount of asphalt emulsion to be blended with the aggregate shall be that as determined by the laboratory report after final adjustments in the field . A minimum amount of water will be added as necessary to obtain a fluid homogeneous mixture . The rate of application shall be a minimum of 10 lbs . , but not greater than 15 lbs . of aggregate per sq . yd . The engineer will give final approval to the design and rate of application used . WEATHER The Slurry Seal shall not be applied if the pavement or the air temperature is 55 degrees F . or below and falling , but may be applied when both the air and pavement temp . is 45 degrees F . or above and rising . The mixture should not be applied if high relative humidity prolongs the curing time . beyond a reasonable amount . TRAFFIC CONTROL Suitable methods such as barricades , flagmen , pilot cars , etc . shall be used to protect the uncured slurry surface from all types of traffic , Any damage to the uncured slurry will be the responsiblility of the contractor . The engineer or Contracting Officer shall give final approval of the method used . If damage occurs where suitable means have been made to protect the uncured slurry , violators will be prosecuted and the contractor will be reimbursed for the damages . APPLICATION OF THE SLURRY SURFACE A . General - The surface shall be fogged with water directly preceding the spreader . The Slurry mixture shall be of the desired consistancy when deposited on the surface and no additional elements shall be added . Total time of mixing shall not exceed four minutes . A sufficient amount of slurry shall be kept in all parts of the spreader at all times so the complete coverage is obtained . No lumping , balling or unmixed aggregate shall be permitted . No segregation of the emulsion and the aggregate fines from the coarse aggregate shall be permitted . If the coarse aggregate settles to the bottom of the mix , the slurry will be removed from the pavement . No excessive breaking of the emulsion in the spreader box will be permitted . No streaks such as left by oversized aggregate shall be left in the finished pavement . r B . Joints - No excessive build up no unsightly appearance shall be permitted along longitudinal or transverse joint. C . Handwork - Approved squeeges shall be used to spread the slurry in the areas not accessible to the slurry mixer . Care will be exercised in leaving no unsightly appearance from hand work . D . Curing - Treated areas will be permitted to cure until such time as the Engineer permits the opening to traffic . ti STOCKPILING OF AGGREGATE Precautions shall be taked to insure that stockpiles do not become contaminated with oversized rock , clay , silt , or excessive amounts of moisture . The stockpile shall be kept in areas that drain readily . Segregation of the aggregate shall not be permitted . STORAGE The contractor shall provide suitable storage facilities for the asphalt emulsion . The container shall be equipped to prevent water from entering the emulsion . Suitable heat shall be provided to prevent freezing . SAMPLING Samples of materials and of the finished slurry surface shall be furnished by the contractor as directed by the Engineer (or Contracting Officer) during the progress of the work . Test reports may be requested of the contractor as new materials arrive . 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 on the slurry mixing equipment to be used shall be submitted for approval not less than 10 days before the work starts . Slurry Mixing Equipment - The slurry mixing machine shall be a continuos flow mixing unit , and be capable of delivering a predetermined proportion of aggregate , water , and asphalt emulsion to the mixing chamber and to discharge the thoroughly mixed product on a continuos basis . The aggregate shall be prewetted just prior to mixing with the emulsion . The mixing chamber of the mixing unit shall be capable of thoroughly mixing all the ingredients together to form the proper blend . No violent mixing shall be permitted . The slurry mixing machine shall be equipped with an approved fines feeder that provides and accurate metering device or method to introduce a predetermined amount of moneral filler into the mixer at the same time and locations the aggregate is fed . The fines feeder shall be used whenever added mineral filler is a part of the aggregate blend . The mixing machine shall be equipped with a water pressure system and fog type spray bar adequate for the complete fogging of the surface prior to the spreading equipment , with a maximum application of 0 . 05 gallons per sq . yd . The slurry machine must contain a 8 yd . storage capacity to properly mix and apply a minimum of eight tons of Slurry Seal. Spreading Equipment = Attached to the mixing machine shall be a mechanical type squeegee distributor equipped with hydraulic augers and flexible material in contact with the surface to prevent the loss of slurry from the distributor . It shall be diaintained so as to prevent loss of slurry on varying grades and crown by adjustments to insure uniform spread . The box shall be kept clean and buildup of asphalt and aggregate shall not be permitted . CLEANING EQUIPMENT Power brooms , power blowers , air compressors , water flushing equipment and hand brooms shall be suitable for cleaning the surface and cracks of the old surface . AUXILARY EQUIPMENT Hand squeegees , shovels and other equipment shall be provided as necessary to perform the work .