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HomeMy WebLinkAboutNotice to Proceed Augusta Richmond GA DOCUMENT NAME: ]JoNce .78 nOceed DOCUMENT TYPE: CO Yl t- rOC{5 YEAR: /W'1 <( - BOX NUMBER: j FILE NUMBER: \ 3Loy4 NUMBER OF PAGES: :5 0; l , J l,: . / GEORGIA DEPARTMENT OF TRANSPORTATION NOTICE TO PROCEED PROJECT NUMBER: COUNTY: CONSTRUCTION AUTHORIZATION: EFFECTIVE DA TE: CONTRACT ill. NO.: CONTRACT WITH: DATE CONTRACT EXECUTED: PRLOP-8530-53(245)Cl RICHMOND COUNTY DISTRICT #2 MA Y 12, 1998 C31653-98-000-0 CITY OF AUGUSTA MA Y 11, 1998 ALEX L. DOBBS STATE TRANS PORTA TION OFFICE ENGINEER " J DEPARTMENT OF TKANSFDRTATION STATE OF GEORGIA DATE CONSTRUCTION' '( AUTHORIZED MAYl 21998 CONTRACT DO NOT UNSTAPLE THIS BOOKLET... . ENTER ALL REQUIRED INFORMATION ----.------------------------ EITHER BY HAND OR BY STAMP. DATE OF OPENING : NONE CALL ORDER : NONE CONTRACT ID : C31653-98-000-0 PCN PROJECTS AND CONTRACT NO. 3291809C10000 PRLOP-8530-53 (245) C1 COUNTY : RICHMOND CODE: 5A.U23 0 1. CITY OF AUGUSTA CITY CONTRACT . MAY 1 11998 ~ DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA CONTRACT ID : C31653-98-000-0 INTERSE'2TION IMPROVEMENTS ON PHINIZY RD AT SR 56 IN AUGUSTA. -------.--------------------------------------------------------------- SITE CONTRACT TIME LIQUIDATED DAMAGES 00 COMPLETE CONTRACT NONE t' DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA CONTRACT SCHEDULE DATE PAGJ;: 03/26/98 3 CONTRACT ID: C31653-98-000-0 PROJECT(S) : 3291809C10000 PRLOP-8530-53 (245) C1 ------------------------------------------------------------------------------- LINE NO ITEM DESCRIPTION APPROX. QUANTITY AND UNITS UNIT PRICE BID AMOUNT 0, DOLLARS I CTS DOLLARS ICTS ------------------------------------------------------------------------------- SECTION 00J1 INTERSECTION 44,847.24 ----------.--------------------------------------------------------------------- 163-2051 CONSTR, MAINT 0005 AND REMOVE BALED STRAW EROSION CHECK 100.000 1.61000 161. 00 LF __________u____________________________________________________________________ 171-0010 TEMPORARY SILT 0010 FENCE, TYPE A 500.000 1. 77000 885~00 LF -----------.-------------------------------------------------------------------- 228-1000 GRADING- 0015 MODIFIED, INCL HAUL 0.241 23,290.18000 5,612.93 MI -----------'-------------------------------------------------------------------- 310-5060 GR AGGR BASE 0020 CRS, 6 INCH, INCL MATL 1,300.000 1.67000 2;171.00 SY ------------------------------------------------------------------------------- 318-3000 AGGR SURF CRS 0025 100.000 4.80000 480.00 TN ------------------------------------------------------------------------------- 402-0111 RECYCLED ASPH 0030 CONC B, GP 1 OR 2, INCL BITUM MATL & H LIME 530.000 19.95000 10,573.50 TN ------------------------------------------------------------------------------- 402-0136 RECYCLED ASPH 0035 CONC G OR H, GP 2 ONLY, INCL BITUM MATL & H LIME TN 550.000 18.40000 10,120.00 -----------'-------------------------------------------------------------------- 402-1312 RECYCLED ASPH 0040 CONC ::"EVELING, INCL BITUM MATL & H LIME 250.000 18.52000 4,630.00 TN -----------.-------------------------------------------------------------------- 413-1000 BITUM TACK COAT 0045 400.000 0.47000 188.00 ~ GL -------------------------------------------------------------------------------- 500-3800 CLASS A 0050 CONCRETE, INCL REINF :'I STEEL 3.000 296.36000 889.08 CY ------------'------------------------------------------------------------------- DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA CONTRACT SCHEDULE DATE PAGE . 03/26/98 4 CONTRACT ID: C31653-98-000-0 PROJECT(S) : 3291809C10000 PRLOP-8530-53 (245) C1 ;. LINE NO ITEM DESCRIPTION APPROX. QUANTITY AND UNITS UNIT PRICE BID AMOUNT ;; DOLLARS I CTS DOLLARS ICTS 550-1150 STORM DRAIN 0055 PIPE, 15 IN, H 1-10 50.000 11.36000 568.00 LF 550-1180 STORM DRAIN 0060 PIPE, 18 IN, H 1-10 120.000 16.88000 2,025.60 LF ------------------------------------------------------------------------------- 550-4215 FLARED END 0065 SECTION 15 IN, STORM DRAIN 2.000 184.63000 369.26 EA ------------------------------------------------------------------------------- 610-1-)55 REM GUARDRAIL 0070 25.000 1. 06000 26.50 LF -----------.-------------------------------------------------------------------- 610-1074 REM GUARDRAIL 0075 ANCH, TP 9 1. 000 82.09000 82.09 EA ___________u___________________________________________________________________ 634-1~~00 RIGHT OF WAY 0080 MARKEE 10.000 35.35000 353.50 EA ------------'------------------------------------------------------------------- 641-5012 GUARDRAIL 0085 ANCHOFAGE, TP 12 1. 000 944.66000 944.66 EA ------------------------------------------------------------------------------- 653-0110 THERMOPLASTIC 0090 PVMT MARKING, ARROW, TP 1 2.000 30.61000 61.22 EA 653-0120 THERMOPLASTIC 0095 PVMT MARKING, ARROW, TP 2 10.000 29.12000 291.20 EA 653-0210 THERMOPLASTIC 0100 PVMT M~RKING, WORD, TP 1 1. 000 37.68000 37.68 ::: EA ------------------------------------------------------------------------------- .... > 653-15')1 THERMOPLASTIC 0105 SOLID TRAF STRIPE, ,5 IN, WHITE 4,000.000 0.12000 480.00 LF ------------.------------------------------------------------------------------- DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA CONTRACT SCHEDULE DATE PAGE 03/26/98 5 CONTRACT 1:0: C31653-98-000-0 PROJECT(S) : 3291809CI0000 PRLOP-8530-53 (245) C1 :: LINE NO ITEM DESCRIPTION APPROX. QUANTITY AND UNITS UNIT PRICE BID AMOUNT ;; DOLLARS I CTS DOLLARS ICTS -------------------------------------------------------------------------------- 653-J.502 THERMOPLASTIC 0110 SOLID TRAF STRIPE, 5 IN, YELLOW LF 3,500.000 0.11000 385.00 -----------'-------------------------------------------------------------------- 653-1604 THERMOPLASTIC 0115 SOLID TRAF STRIPE, 18 IN, WHI'I'E LF 100.000 1.47000 147.00 ------------------------------------------------------------------------------- 653-3501 THERMOPLASTIC 0120 SKIP TRAF STRIPE, 5 IN, WHITE 1,750.000 0.05000 87.50 GLF ------------------------------------------------------------------------------- 653-6004 THERMOPLASTIC 0125 TRAF STRIPING, WHITE 60.000 1.31000 78.60 SY -----------'-------------------------------------------------------------------- 653-6006 THERMOPLASTIC 0130 TRAF :;TRIPING, YELLOW 25.000 1.37000 34.25 SY -------------------------------------------------------------------------------- 654-1001 RAISED PVMT 0135 MARKERS TP 1 60.000 2.26000 135.60 EA ------------.------------------------------------------------------------------- 654-1003 RAISED PVMT 0140 MARKEES TP 3 40.000 2.10000 84.00 EA ------------------------------------------------------------------------------- 668-5020 JUNCTION BOX, 0145 MODIFIED 1.000 L 500.00000 1,500.00 EA ------------------------------------------------------------------------------- 668-8014 SAFETY GRATE, 0150 TP 4 30.000 15.91000 477.30 SF ------------------------------------------------------------------------------- 700-0200 GRASSING- 0155 PRLOP-3530-53 (245) C1 LUMP LUMP 967.77 :; ------------,------------------------------------------------------------------- ITOTAL BID 44,847.24 ------------.------------------------------------------------------------------- ------------.------------------------------------------------------------------- .. THI.~- ~~PF.F.MF.NT . m ltl ~ PARTY OF THE CITY COUNCIL ( HEREINJl.FTER EXECUTE THIS WITNESSETH: MAD~ AND ENTERED INTO THIS THE JL DAY OF 19~ BY AND BETWEEN THE DEPARTMENT OF TRANSPORTATION FIRST PART (HEREINAFTER CALLED THE DEPARTMENT) AND THE OF THE CITY OF---AUGUSTA CALLED THE CITY) WHO HAVE BEEN DULY AUTHORIZED TO AGREEMENT: ~ ~ WHEREAS, THE DEPARTMENT AND THE CITY DESIRE THE IMPROVEMENT AND CONSTRUCTION OF A CERTAIN FACILITY AND THE CITY DESIRES AND AGREES TO FURNISH AND DELIVER ALL THE MATERIAL AND TO DO AND PERFORM ALL THE WORK AND LABOR FOR SAID PURPOSE. THE PROJECT BEING MORE PARTICULARLY DESCRIBED HEREIN. NOW THEREFORE IN CONSIDERATION OF THE PREMISES, THE MUTUAL COVENANTS HEREIN CONTAINED AND THE SUM OF ONE DOLLAR ($1.00) BY EACH OF THE PARTIES 'ro THE OTHER IN HAND PAID, THE RECEIPT WHEREOF IS HEREBY ACKNOWLKJGED, THE PARTIES HERETO AGREE AS FOLLOWS: (1) THE '~ORK AND MATERIALS SHALL BE IN STRICT AND ENTIRE CONFORMITY WITH THE PROVISIONS OF THIS CONTRACT AND THE PLANS AND SPECIFICATIONS PREPARED (OR APPROVED) BY THE CHIEF ENGINEER OR HIS AUTHORIZED REPRESENTATIVE THE ORIGINALS OF WHICH ARE ON FILE IN THE OFFICE OF CHIEF ENGINEER AND WHICH SAID PLANS AND SPECIFIC1~TIONS ARE HEREBY MADE PART OF THIS AGREEMENT AS FULLY AND TO THE SlillE EFFECT AS IF THE SAME HAD BEEN SET FORTH AT LENGTH IN THE BODY OF THIS AGREEMENT. THIS CONTRACT WILL BE EXECUTED AND CONSTRUCTED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS, 1993 EDITION, AND THE 1997 SUPPLEMENTAL SPECIFICATION BOOK AND SPECIAL PROVISIONS INCLUDED IN AND MADE A PART OF THIS CONTRACT. (2) IT IE UNDERSTOOD THAT MATERIAL PITS ARE TO BE FURNISHED BY THE CITY AT KO COST TO THE DEPARTMENT OF TRANSPORTATION. .. (3) IT IS UNDERSTOOD THAT THE DEPARTMENT OF TRANSPORTATION WILL NOT PARTICIPATE IN THE COST OF ANY UTILITY FACILITY REMOVAL AND RELOCATIONS NECESSARY IN CONNECTION WITH CONSTRUCTION OF THIS PROJECT, UNLESS OTHERWISE SPECIFIED IN THE CONTRACT. THE (COUNTY/CITY) SHALL ,BE RESPONSIBLE FOR HANDLING THE ARRANGEMENTS WITH THE UTILITY OWNERS FOR ANY REMOVAL AND RELOCATIONS NECESSARY. THE (COUNTY/CITY) SHALL GIVE THE UTILITY OWNERS AMPLE NOTICE, OF THE IMPENDING CONSTRUCTION, TO ALLOW 'rIME FOR ENGINEERING AND MATERIAL ORDERS REQUIRED FOR ANY REMOVAL ~~D RELOCATIONS NECESSARY. ALSO, THE (COUNTY/CITY) AGREES TO CLEAR RIGHTS-OF-WAY OBSTRUCTIONS WITHOUT EXPENSE TO THE DEPARTMENT OF TRANSPORTATION. FOR PURPOSE OF APPLYING PROVISIONS OF THIS PARAGRAPH.. RAILROADS ARE CONSIDERED UNTILITIES. IN ADDITION TO THE FOREGOING" THE (COUNTY/CITY) SHALL OBTAIN APPROVAL OF PLANS AND ACQUIRE El\SEMENTS OR OTHER PROPERTY RIGHTS FROM THE RAILROAD FOR CONSTRUCTION WITHIN RAILROAD PROPERTY/RIGHT OF WAY AND SHALL PROVIDE FOR THE PHOTECTION OF RAILROAD INTERESTS, INCLUDING FLAGGING AND INSPECTION, AS MAY BE REQUIRED BY THE RAILROAD. (4) IT IS UNDERSTOOD THAT THE QUANTITIES SHOWN ARE APPROXIMATE ONLY AND SUBJECT EITHER TO INCREASE OR DECREASE AND ANY INCREASES OR DECREASES ARE TO BE PAID FOR AT THE CONTRACT UNIT PRICE GIVEN . (5) THE WORK SHALL BEGIN WITHIN TEN DAYS AFTER NOTIFICATION TO BEGIN WORK BY THE CHIEF ENGINEER TO THE CITY AND SHALL BE CARRIED THROUGH TO COMPLETION WITHOUT UNREASONABLE DELAY AND WITHOUT SUSPENSION OF WORK UNLESS AUTHORIZED IN WRITING BY THE CHIEF ENGINEER. IF THERE ARE UNREASONABLE DELAYS OR UNAUTHORIZED SUSPENSIONS OF WORK, THE DEPARTMENT RESERVES THE RIGHT TO CHARGE THE CITY, NOT AS A :: PENALTY 1 BUT AS LIQUIDATED DAMAGES, THE COST TO THE DEPARTMENT OF MAINTAI:~ING ITS ENGINEERING AND INSPECTION FORCE ON THE WORK OR TO CANCEL I THI9 CO:~TRACT AND COMPLETE THE WORK BY CONTRACT OR OTHERWISE. (6) THE WORK SHALL BE DONE IN ACCORDANCE WITH THE LAWS OF THE STATE OF GEORGIA UNDER THE DIRECT SUPERVISION AND TO THE ENTIRE SATISFACTION OF THE DEPARTMENT OF TRANSPORTATION. THE DECISION OF THE CHIEF ENGINEER UPON ANY QUESTION CONNECTED WITH THE EXECUTION OR FULFILLMENT OF THIS AGREEMENT AND INTERPRETATION OF THE SPECIFICATIONS OR UPON ANY FAILURE OR DELAY IN THE PROSECUTION OF THE WORK BY THE CITY SHALL BE FINAL MJD CONCLUSIVE. (7) THE CITY AGREES TO PERFORM ALL EXTRA WORK THAT MAY BE REQUIRED OF THEM ON THE BASIS OF ACTUAL COST. (8) THE FINANCING OF THIS PROJECT SHALL BE AS FOLLOWS: PAYMENTE: WILL BE MADE ON MONTHLY STATEMENTS AS THE WORK PROGRESSES. DRUG-FREE WORKPLACE CERTIFICATION THE UNDERSIGNED CERTIFIES THAT THE PROVISIONS OF CODE SECTIONS 50-24-1 THROUGH 50-24-6 OF THE OFFICIAL CODE OF GEORGIA ANNOTATED, RELATING TO THE 'DRUG_FREE WORKPLACE ACT', HAVE BEEN COMPLIED WITH IN FULL. THE UNDERSIGNED FURTHER CERTIFIES THAT: (1) A DRUG-FREE WORKPLACE WILL BE PROVIDED FOR THE CONTRACTOR'S EMPLOYEES DURING THE PERFORMANCE OF THE CONTRACTi AND (2) EACH CONTRACTOR WHO HIRES A SUBCONTRACTOR TO WORK IN A DRUG-FREE WORKPLACE SHALL SECURE FROM THAT SUBCONTRACTOR THE FOLLOWING WRITTEN CERTIFICATION: 'AS PART OF THE SUBCONTRACTING AGREEMENT WITH (CONTRACTOR'S NAME) ,(SUBCONTRACTOR'S NAME) CERTIFIE~~ TO THE CONTRACTOR THAT A DRUG-FREE WORKPLACE WILL BE PROVIDED FOR THE ~)uBCONTRACTOR' S EMPLOYEES DURING THE PERFORMANCE OF THIS CONTRACT PURSUANT TO PARAGRAPH (7) OF SUBSECTION (B) OF CODE SECTION 5 0 - 2 4 - 3 . " ALSO THE UNDERSIGNED FURTHER CERTIFIES THAT HE WILL NOT ENGAGE IN THE UNLAWFUL MANUFACTURE, SALE, DISTRIBUTION, DISPENSATION, POSSESSION, OR USE OF A CONTROLLED SUBSTANCE OR MARIJUANA DURING THE PERFORMANCE OF THE CONTFlACT. ---------'---------------------------------------------------------- : ~ I IN WITNESS WHEREOF THE DEPARTMENT OF TRANSPORTATION HAS CAUSED,THESE PRESENTS TO BE EXECUTED BY THE COMMISSIONER OF SAID DEPARTMENT, WHO HAS BEE::\J DULY AUTHORIZED, AND BY THE MAYOR FOR THE CITY, WHO HAS BEEN DULY AUTHORIZED BY THE CITY COUNCIL OF SAID CITY, WHO HAVE HERETO SET THEIR HAND THIS DAY AND YEAR AS SHOWN BELOW. *********************~*1*********~*~ FED ID NO. /IRS NO. LD 0 on -.) I "-..J ***************************************** EXECUTED ON BEHALF OF THE CITY OF AUGUSTA THIS 19~ DATE: 5 -8-Qg' W~ CITY: - CI~ / l THIS CONTRACT APPROVED BY THE CITY COUNCIL AT A MEETING HELD AT Augusta-Richmond County WITNESS FOR THE DEPARTMENT OF TRANSPORTATION: cJD1m~cngttl T;;?;/4JE~19~ C RK Department Head City Attorney Administrator ~~'L'rf ':' DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA DATE: 03/24/98 PAGE: 1 SPECIAL PROVISIONS CONTRACT ID : C31653-98-000-0 INTERSECTION IMPROVEMENTS ON PHINIZY RD AT SR 56 IN AUGUSTA. ~ S.P. CODE ------------------------------------------------------------------------------- SPECIAL PROVISIONS ,DESCRIPTION ------------------------------------------------------------------------------- ," 106-1-93-SP 107-1-93-SP 108-1-93-SP 109-1-93-SP 152-1-93-SP 161-2-93-SP 400-2-93-SP 402-1-93-SP 820-1-93-SP 828-1-93-SP A98-0-00-SP A99-0-00- CONTROL OF MATERIALS LEGAL REGULATIONS (ENVIRONMENTAL)COUNTY/CITY CONTRACTS WAIVE PROGRESS SCHEDULE PARTIAL PAYMENT (CITY/COUNTY CONTRACTS) FIELD LABORATORY BUILDING SOIL EROSION & SEDIMENTATION (COUNTY/CITY CONTRACTS) ASPHALTIC CONCRETE (COUNTY CONTRACTS) RECYCLED ASPHALTIC CONCRETE (COUNTY CONTRACTS) ASPHALT CEMENT ~T M:p~: ASP~LTI~CONCRETE MIXTURf:~~ \ , \ 1 ~ r ~q J:/Ol1'5 - ll("'!)Ch n~ (YT\lt:l.i.r.1 ~ \ '~~ J::IgQL PLANS ( ) December 12, 1997 DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA SPECIAL PROVISION SECTION 106 - CONTROL OF MATERIALS 106.03 SAMPLES, TESTS, CITED SPECIFICATIONS: Delete the second paragraph in this Subsection and substitute the following: For work performed under Section 400, Hot Mix Asphaltic Concrete Construction, all materials shall be inspected and tested by the Hot Mix Producer before incorporation into the Work. All quality '~ontrol samples shall be taken and tested by the Hot Mix Producer's designated quality control technician. Such tests shall be performed at the Hot Mix Producer's expense and in accordance with the methods of tests established by the Department. Copies of all tests performed by the Hot Mix Producer shall be furnished to the Engineer and will become a part of the projl~ct records. At the discretion of the Department, the Hot Mix Producer's quality control tests may be used as acceptance tests. The Department will maintain surveillance of the Hot Mix Producer's Quality Assurance Acceptance Program and shall take samples and conduct tests as necessary to verify correctness of the Hot Mix Producer's quality control tests and determine acceptability of materiah and construction. The Hot Mix Producer shall be responsible for the quality of the construction and materials incorporated therein. Office of Materials and Research -....1 );~: , .. t Revision: May 1, 1994 DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA SPECIAL PROVISION SECTION 107 - LEGAL REGULATIONS AND RESPONSIBILITY TO THE PUBLIC HODIFICATION TO THE CURRENT STANDARD SPECIFICATIONS DELETE SUB-SECTION 107.23 AS WRITTEN AND SUBSTITUTE THE FOLLOWING: 107.2:3 ENVIRONMENTAL CONSIDERATIONS: All environmental considerations and clearances shall be the responsibility of the County or municipality to meet, including the requirements of Section 404 of the Clean Water Act (33 USC 1344). After July 1, 1991, State funded projects must comply with the requirements of Chapter 16 of Title 12 of the Official Code of Georgia Annotated, the Georgia Environmental Policy Act (GEPA), of 1991. In compliance with GEPA, those projects for which Federal funding is sought, and NEPA compliance is accomplished, are exempt from the requirements of GEPA. GEPA requires that environmental documentation be accomplished for County or City projects if more than 50 percent of the total project cost is funded by a grant of a State Agency or a grant of more than $250,000 is made by the State Agency to the municipality or County. The "responsible official of the government agency shall determine if a proposed governmental action is a proposed governmental action which may significantly adversely affect the quality of the environment". A. THE FOLLOWING PROJECTS WOULD NOT SIGNIFICANTLY ADVERSELY AFFECT THE QUALITY OF THE ENVIRONMENT: Non-land disturbing activities and minor land disturbing activities which would not be anticipated to significantly adversely affect the quality of the environment include the following list. These types of projects funded with state money would not be subject to environmental assessment of any kind. Hearing procedures outlined in GEPA would not be applicable. 1. Minor roadway and non-historic bridge projects. a. Modernization of an existing highway by resurfacing, restoration, rehabilitation, adding shoulders. widening a single lane or less in each direction, and the addition of a median within previously disturbed existing right-of-way. b. Adding auxiliary lanes for localized purposes (weaving, climbing, speed changes. etc.), and correcting substandard curves and intersections within previously disturbed existing right-of- way. c. Non-historic bridge replacement projects in ex isting al ignment with no detour bridge. . '. . i \ 2. Lighting, signing. pavement marking, signalization, freeway surveillance and control systems. and railroad protective devices. 3. Safety projects such as grooving, glare screen, safety barriers, energy attenuators, median barriers, etc. 4. Highway landscaping and landscape modification, rest area projects and truck weigh stations within previously disturbed existing right- of way. 5. Construction of bus shelters and bays within existing right-of-way. 6. Temporary replacement of a highway facility which is commenced immediately after the occurrence of. a natural disaster or catastrophic failure to restore the highway for the health. welfare. and safety of the public. B. THE FOLLOWING PROJECTS MAY NOT SIGNIFICANTLY ADVERSELY AFFECT THE QUALITY OF THE ENVIRONMENT: I For projects which will cause land disturbance and for which there is no anticipation that the project may significantly adversely affect the quality of the environment. certain studies will be undertaken. These studies would serve to document whether or not the County or municipality should anticipate that a project might significantly adversely affect the quality of the environment. Documentation of the studies will be accomplished through he use of the "GEPA Investigation Studies" checklist. The types of project which would fall under the category would include: 1. Bridge replacement project on new location or with a detour bridge, w~ere there are no significant adverse impacts to historic or archaeological resources, no involvement with Federally listed threatened and endangered species and no significant adverse impact to wetlands. .2. Passing lanes. median additions and widening projects, where there are no significant adverse impacts to historic or archaeological resources. no involvement with Federally listed threatene~ and endangered speci~s and no significant adverse impact to wetlands. .3. Safety and intersection improvements where there are no significant adverse impacts to historic or archaeological resources. no involvement with Federally listed threatened and endangered species and no significant adverse impact to wetlands. ,L Rest area projects and truck weight stations with no purchase of additional right-of-way. 5. New location projects where there are no significant adverse impacts to historic or archaeological resources, no involvement with Federally listed threatened and endangered species and no significant adverse impact to wetlands. . .... . ~'. . ~ If studies demonstrate that the project will not significantly adversely affect the quality of the environment, project files will be documented. If studies demonstrate that the project may significantly adversely affect the quality of the environment, development of an environmental effects report (EER) will be undertaken along with full GEPA compliance. C. THE FOLLOWING PROJECTS MAY SIGNIFICANTLY ADVERSELY AFFECT THE QUALITY OF THE ENVIRONMENT: This category of project may projects. If such projects an EER shall be prepared. include result major widening and new in a significant adverse location effect, D. EER PROCEDURE: GEPA calls for consideration of the "cumulative effect of the proposed government actions on the environment....if a series of proposed government actions are related either geographically or as logical parts in a chain of contemplated actions". Therefore, EER's for sections of roadways to be widened or built as new location facilities will include all projects which are connected geographically or as logical parts in a chain of contemplated actions. 1. During preparation of an environmental effect report, the County or municipality will consult with and solicit comments from agencies which have jurisdiction by law, special expertise, or other interest with respect to environmental impacts. 2. In compliance with GEPA the following shall be contained in the EER, at a minimum: a. Cover sheet; b. Executive summary; c. Alternatives, including the no-build; d. Relevant environmental setting; Geology, soils, water supply and wet lands, floral fauna. archaeology/history, economic environment, energy, cultural resources; e. The environmental impact of the proposed action of the relevant setting and mitigation measures proposed to avoid or minimize adverse impact; f. Unavoidable adverse environmental effects; g. Value of short-term uses of the environment and maintenance. and enhancement of its long-term value; h. Beneficial aspects, both long term and short term and its economic advantages and disadvantages; 1. Comments of agencies which have jurisdiction by law, special expertise. or other interest with respect to any environmental impact or resource; . . . .. .... . . \ 3. At least 45 days prior wi th the uridertaking, in which the proposed to occur notice that prepared". to.making a decision as to whether to proceed publish in the "legal organ of each county governmental action or any part thereof is an environmental effects report has been 4. The County or municipality shall send a copy of the EER and all other comments to the Director. EPD. 5. The County or municipality shall make the document available to the public and agencies, upon request. 6. A public hearing will be held in each affected county if a least 100 residents of the State of Georgia request on within. 30 days of publication in the legal organ of an affected county. The responsible official or his designee may hold a public hearing if less than 100 requests are received. [The County or municipality is not relieved of other State legal requirements of publi~ hearings, however.] 7. Following the public notice period and/or public hearing a summary of the document, comments received and recommendation as to whether to proceed with the action as originally prepared. to proceed with changes, or not to proceed will be prepared (Notice of Decision). 8. This decision document, when signed by the responsible official. wi 11 be sent to the Director. EPD I and an abbreviated notice of the decision will be published in the legal organ of each county in which the proposed governmental action or any part thereof is to occur. 9. A copy of the decision document, the EER, and public hearing comments (if any) wi 11 be sent to the DEPARTMENT OF TRANSPORTATION. OFFICE OF ENVIRONMENT AND LOCATION and the DEPARTMENT OF NATURAL RESOURSES, ENVIRONMENTAL PROTECTION DIVISION for their files. DEPARTMENT OF TRANSPORTATION OFFICE OF ENVIRONMENT AND LOCATION 3993 AVIATION CIRCLE ATLANTA. GEORGIA 30336 DEPARTMENT OF NATURAL RESOURSES ENVIRONMENTAL PROTECTION DIVISION 205 BUTLER STREET, SE SUITE 1152 ATLANTA.. GEORGIA 30334 ;: Any mitigation . measures identified in the EER will be incorporated into the final project plans. Office of State Aid DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA SPECIAL PROVISION FIRST USE 1993 SPECIFICATIONS JULY 1, 1993 Section 108 - Prosecution and Progress For this project the progress schedule required by Subsection 108.03, need not be suhmitted. September 15, 1997 DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA SUPPLEMENTAL SPECIFICATION SECTION 109 - MEA.SUR.EMENT & PAYMENT (CITY/COUNTY CONTRACTS) 109.07 PARTIAL PAYMENTS: Retain as written except as follows: A. GENERAL: Delete "At the end of each calendar month"-':---and substitute "On the 10th day of each calendar month----". Office of State Aid December 12, 1997 DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA SPECIAL PROVISION SECTION 152 - FIELD LABORATORY BUILDING 152.03 Plant Laboratory Building: Add the following to requirements for Laboratory buildings at asphaltic concrete plants: [TEM 6: 1 Each - Computer, ffiM or ffiM Compatible - 540 Megabyte Hard Disk Drive (Minimum) - 3 1/2 inch High Density Floppy Disk Drive - CD-ROM Drive (4X Minimum) - Windows 95 Operating System - Mouse - Modem 9600 Baud (Minimum) - 1 Parallel and 2 Serial Ports - 16 Megabyte Random Access Memory Expandable to at Least 32 Megabytes - VGA Monitor - 486 Microprocessor Operating at 33 Megahertz (Minimum) ITEM 7: 1 Each - Printer (Desk Jet HP Letter quality printer) Office of Materials and Research DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA SPECIAL PROVISION FIRST USE 1993 SPECIFICATIONS JULY 1, 1993 REVISED: NOVEMBER 6, 1995 Section 161 - Control of Soil Erosion and Sedimentation Retain as written and add the following: It shall be the responsibility of the county or city to meet the requirements of Chapter 7 of Title 12 of the Official Code of Georgia Annotated, the Erosion and Sedimentation Act of 1975, as currently amended. ... December 12, 1997 DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA SPECIAL PROVISION (For State Aid Contracts Only) SECTION 400 - HOT MIX ASPHALTIC CONCRETE CONSTRUCTION 400.05.C.4: LEVELING COURSE: Delete second paragraph and substitute the following: Mixtures for leveling courses shall meet the requirements of the approved Job Mix Formula as defined in Subsection 400.06 and all appropriate requirements of Section 828 and will be subject to Acceptance as stated in Subsection 400.07.A. TABLE 400.05.C.4.a.: PATCHING AND LEVELING: Add the following statement after Table 400.05.C.4.a. Where the surface mix is 1..:> be a Sand Asphalt, Sand Asphalt will be allowed for Leveling and/or Patching in addition to the above mixes. Sand Asphalt will not be allowed as Leveling under surface treatment, slurry seal, or other asphaltic concrete mixtures. 400.05.]).1. THICKNESS OF LAYERS: Change the Minimum Layer Thickness for "If' Mix and "G" Mix in Table 400.05.D.l as follows: MIX TYPE '~' "G" MINIMUM LAYER TIllCKNESS 7/8" (85 Ibs.lyd.2) 3/4" (80 Ibs./yd.2) 400.05.F.: CONSTRUCTION OF CONTROL STRIPS AND DETERMINATION OF TARGI:T DENSITY: Delete this Subsection and substitute the following: ConstruGtion of control strips will not be required and 96% of Laboratory Density should be used to control compaction or if job conditions warrant, the Engineer may establish a maximum .. practical density. For Asphaltic Concrete with a plan spread rate of 125 Ibs./yds? or less, density tests will not be required. These courses shall be compacted as follows: 1. COMPACTION EQUIPMENT: The compaction eql!ipment must be in good mechanical condition and capable of compacting the mixture. The number, type, size, operation, and condition of the compaction equipment shall be subject to the approval of the Engineer. A minimum of the following equipment shall be required: a. One steel wheel breakdown roller weighing at least 10 tons or vibratory roller operating at low amplitude and at a minimum frequency of 47Hz. b. One rubber tire roller weighing at least 8 tons or exerting at least 80 Ibs./ in.2 contact pressure. c. One steel wheel finishing roller weighing at least 8 tons or vibratory roller operating in static mode. 2. ROLLING OPERATION: Rolling shall be started as close behind the spreader as possible without excessive distortion of the mix and shall be continued until roller marks are no longer visible. A minimum rolling pattern shall consist of 2 coverages with the breakdown roller, 6 coverages with the Pneumatic-Tired roller, and 2 coverages with the steel wheel finish roller. 400.05.G.: MIXTURE NOT REQUIRING CONTROL STRIPS: Delete this Subsection. 400.07. ACCEPTANCE PLANS: Delete all references to pay adjustments and pay factors. In addition, Delete 400.07.A, Gradation and Asphalt Cement Content, and substitute the following: 400.07.A. HOT MIX PRODUCER ACCREDITATION OF MATERIALS SAMPLING AND TESTING OF ASPHALTIC CONCRETE: Asphaltic Concrete Mixture shall be randomly sampled and tested by the Hot Mix Producer or Hot Mix- Producer's Representative. In addition, these tests results may be used for Acceptance on a Lot basis. Failure to comply with the requirements listed herein may subject the plant facility to removal from the list of approved Hot Mix Asphaltic Concrete Plants (QPL-45). A Lot Bhall consist of the number of tons of Asphaltic Concrete produced and placed each producti,on day; however, if this production is less than 500 tons, or its square yard equivalent, it may be :lncorporated in the next working day's production. In the event the final day's production is insuffi.cient to constitute a Lot, it may be included in the Lot for the previous day's run, or at the discretion of the Engineer, may be treated as a separate Lot with a corresponding lower number of tests. 1. QUALITY CONTROL PROGRAM: This Quality Control Program allows the Department to accept the Hot Mix Producer's quality control tests as Acceptance Tests for Asphaltic Concrete mixtures. The Hot Mix Producer's Quality Control Program as established in S.O.P. 27, "Quality Assurance for Hot Mix Asphaltic Concrete Plants in Georgia," shall include, but not be limited to: a. The assignment of all quality control responsibilities to specifically named individuals who have been duly certified by the Office of Materials and Research. b. Provisions for prompt implementation of control and corrective measures. c. Provisions for liaison with the Project Manager, Bituminous Construction Engineer and Testing Management Supervisor at all times. The Hot Mix Producer shall provide at least one day's notice prior to beginning production, or prior to resuming production if operations have been temporarily suspended. d. Provisions for reporting daily through Office of Materials and Research computer Bulletin Board Service (BBS) the test results for extractions, lime checks, and stripping tests. Other tests, checks, calibrations, etc. will be reported on a form developed by the Hot Mix Producer and shall become a part of the project records. The Quality Control Program shall be submitted for approval plior to beginning the Work. 2. CERTIFICATION REQUIREMENTS: The Office of Materials and Research will certify the Hot Mix Producer's Laboratory and testing equipment to assure that the equipment to be used is accurate and meets Departmental testing standards. Laboratories which participate in and maintain AASHTO Accreditation for testing Asphaltic Concrete Mixtures will be acceptable for certification by the Department provided other contract requirements are met. The designated Quality Control personnel must be certified by the Office of Materials and Research prior to commencement of work. There are two certification Levels for Quality Control Technicians. To become a certified Level 1- Quality Control Technician (QCT), such persons must be able to demonstrate that they are competent in performing the process control and acceptance tests and procedures related to Hot Mix Asphaltic Concrete production. The Level 2-QCT shall, in addition to Level 1 requirements, be capable of and responsible for making process control adjustments. The Engineer shall be notified in writing of any change in Quality Control personnel. The Hot Mix Producer shall have at least one designated QCT person at the plant at all times except when daily total weight for all mix types is to be greater than 250 tons. If daily production for all mix types of the plant is 250 tons or less, the QCT may be responsible for conducting tests at up to two plants, subject to random number selection. In addition, the Hot Mix Producer is also required to have available, either at the plant site or within immediate contact by phone or radio, a Level 2-QCT person responsible for making prompt process control adjustments as necessary to correct the nux. 3. SAMPLING, TESTING AND INSPECTION REQUIREMENTS: Mixtures shall be randomly sampled according to GDT -73 (Method C) and tested by the QCT on a Lot basis. A copy of the computer generated random sampling data shall be maintained as a part of the project records. The Hot Mix Producer's QCT shall perform all Sampling and Inspection duties in accordance with GSP-21. All sample containers, extractants, forms, diaries and other supplies shall be furnished by the Hot Mix Producer and are subject to approval of the Engineer. The Hot Mix Producer's QCT shall perform extraction or ignition (GDT -83 or GDT- 125) and gradation analysis (GDT-38) of samples of the mixture produced each day and sampled in accordance with GSP-15. If the ignition oven is used, a printout of sample weights shall become a part of the project records. The Hot Mix Producer shall maintain a Process Control Flow chart for each sieve specified on the Job Mix Formula and including the percent asphalt content. Such chart should include a graph plot of the deviations from the Job Mix Formula for each test as well as the allowable range based on the Mixture Control Tolerances specified in Section 828. If an Acceptance test result is outside Mixture Control Tolerances specified in Section 828, the Level 2-QCT shall determine if a plant adjustment is needed and immediately run a Process Control sample. If the Process Control sample is also out of Mixture Control Tolerances, an immediate plant adjustment shall be required and additional Process Control samples shall be taken as necessary to assure the corrective action taken was appropriate to control the mix. If the Hot Mix Producer's QCT obtains 2 consecutive Acceptance samples out of the Mixture Control Tolerances specified in Section 828, production shall stop immediately and the problem with mixture control will be investigated and corrected by the Hot Mix Producer's LeveI2-QCT personnel prior to restarting production. The QCT shall measure the temperature of the mixture and record the results on the load ticket each time a sample is taken. This will be required for all mixes except Asphaltic Concrete "OGFC", or "Porous European Mix" mix where the temperature shall be measured and the results recorded at least once for each hour of production. The respective load ticket shall also be signed by the QCT for each load from which a sample is taken. When hydrated lime is to be included in the mixture, calibration of the lime system shall be checked for accuracy a minimum of twice weekly during production and the results of these calibration checks shall be posted at the plant for review. Additionally, records of materials (Asphalt Cement, Aggregates, Hydrated Lime, etc.) invoices shall be made available for review upon request at all times for the duration of the work. 4. COMPARATIVE AND QUALITY ASSURANCE PROGRAM: Periodic comparative testing will be required of each QCT and will be coordinated by the Department to monitor consistency of equipment and test procedures. In addition, the Department will take independent samples to monitor the Hot Mix Producer's Quality Control Program. For clarification, Department samples taken from opposite quarters of material sampled by the Hot Mix Producer are defined as Comparison Samples. Other independent samples which are taken by the Department from material produced during the same Lot are defined as Quality Assurance samples. This Program is further defined as follows: a. Comparison Sampling and Testing: During the quartering process of Hot Mix samples, the opposite quarters from the test specimen shall be labeled and retained for D ~partment comparison testing. In addition , the remaining material removed from the total sample shall be labeled and retained for possible Referee testing. These samples shall be stored in a suitable container and secured in a protected environment. If the Hot Mix Producer's Acceptance Test results meet Mixture Control Tolerances and if the Department does not procure these samples retained within three working days of the represented mix being produced, these samples may be discarded. The Department will test comparison samples on a random basis at a frequency deemed necessary to assure that the Hot Mix Producer's testing techniques are yielding accurate results. Results of Department tests will be compared to the respective Hot Mix Producer's Acceptance tests. The. maximum tolerance allowed for Comparison Samples as defined above shall be as follows: MAXIMUM DIFFERENCE SIEVE SIZE 1/2" 3/8" No.4 No.8 No. 200 A.C. SURFACE 3.5% 3.5% 2.5% 2.0% 0.4% SUBSURFACE 4.0% 4.0% 3.5% 3.0% 2.0% 0.5% If Comparison tests are within these tolerances, production may continue and at the discretion of the Engineer, the Hot Mix Producer's tests can be used as the acceptance tests for the affected Lot. If test results are not within these tolerances, the corresponding Referee Samples shall be tested by another Departmental Technician and compared to the tolerance for Comparison Samples as given above. If test Results of Referee Samples, when compared to the respective QCT's sample, are within these tolerances, the Hot Mix Producer's tests can be used as Acceptance Tests for the effected Lot. If tests results are not within these tolerances, the Hot Mix Producer's Quality Control methods shall be'reviewed and a thorough investigation will be made if deemed necessary. b. Quality Assurance Sampling and Testing: The Department will take samples for the purpose of monitoring the effectiveness of the Hot Mix Producer's Quality Control Program. These samples may be obtained from the same load as QCT samples were taken or other loads at the plant or roadway, or samples obtained immediately behind the spreader and prior to compaction. The samples will be tested and analyzed by the Department in accordance with standard procedures. The Department shall randomly take and test a minimum of two Quality Assurance CQA) samples from each five days or five Lots of production regardless of mix type or number of projects, to assure that the mixture is being adequately controlled and accurately sampled and tested. The maximum tolerance for QA samples as defined above, when compared to the Job Mix Formula, shall be the same as the Mixture Control Tolerances as outlined in Section 828. If test results are not within these tolerances, the Department may take another sample from the respective mix. If tests results of the additional sample are within these tolerances, production may continue. If test results of the additional sample are not within these tolerances, the Department will investigate by taking at least three random samples from throughout the Lot in accordance with Subsection 400.07.F. These samples shall be used for Acceptance and the Hot Mix Producer QCT test results for the respective Lot will not be included in the Lot calculations. Should the Engineer determine that Quality Control requirements are not being met or that unsatisfactory results are being obtained, prompt corrective action shall be taken by the Hot Mix Producer. Failure to take prompt corrective action will be cause for the Engineer to discontinue acceptance of the mix. If it is determined by the Department that the QCT has not followed procedures specified in GSP-21 or has provided erroneous information, his or her certification may be withdrawn, and the Hot Mix Producer may be subject to punitive or legal action. Technicians who lose their certification due to falsification of test data will not be eligible for re-certification in the future, unless approved by the State Materials and Research Engineer. In-place material represented by unacceptable tests will be evaluated by cores in accordance with Subsection 400.07.F. These core samples shall be used for acceptance. 5. GRADATION AND ASPHALT CEMENT CONTENT: Quality Acceptance of the mixture will be based upon the mean of the deviations from the Job Mix Formula for control sieves and asphalt cement content of the specified number of test results per Lot. This mean will be determined by averaging the actual numeric value of the individual deviations from the Job Mix Formula, disregarding whether the deviations are positive or negative amounts. The samples will be taken randomly in accordance with GDT - 73. In the event less than the specified number of samples are taken, the Hot Mix Producer shall take at least two representative six inch cores from the roadway (to assure adequate sample size) for each portion of mix that was not sampled and acceptance will be based on the mean of the deviat.~ons from the Job Mix Formula of the total number of tests run. The control sieves used in Quality Acceptance for the various types of mix are as indicated below: TABLE 400.07.A MIX TYPE MIXTURE CONTROL Asphaltic Concrete Base 1/2", No.8 Sieves and Asphalt Cement Asphaltic Concrete B, B-Modified, E 3/8", No.8 Sieves and Asphalt Cement Asphaltic Concrete F, H No.4, No.8 Sieves and Asphalt Cement Asphaltic Concrete G No.8 Sieve and Asphalt Cement Asphaltic Concrete. Sand Asphalt Asphalt Cement Type I and II If the Engineer determines that the material is not acceptable to leave in place, the materials shall be removed and replaced at the Hot Mix Producer's expense. Any test results for materials not used in the Work shall not be included in the calculations for Lot Acceptance. For asphalt cement content only, on plants with digital recorders, digital printouts of liquid asphalt cement weights may be substituted in lieu of an extraction test. The asphalt cement content shall be calculated from the ticket representing the mixture tested for gradation. The asphalt cement content calculated from each ticket will be considered a test. 400.07H.: COMPACTION: Delete this Subsection and substitute the following: The compaction of the mixture as determined by either GDT-39, or GDT-59, will be accepted in Lots as defined in Subsection 400.07.A. and shall be within the same Lot boundaries as the mixture acceptance. The mean density of the pavement placed within each Lot will be calculated by averaging the results of tests run on randomly selected sites in that Lot. The random sites shall be selected using GDT-73. 400.07.tC.: SURFACE TOLERANCE: Delete this Subsection and substitute the following: All paving shall be subject to visual and straightedge inspection during construction operations and thereafter prior to final acceptance. A 10 foot straightedge shall be retained in the vicinity of the paving operation at all times for the purpose of measuring surface irregularities on all courses. The straightedge and labor for its use shall be provided by the Hot Mix Producer. The surface of base, intermediate, and surface courses shall be inspected with the straightedge as neceSSalY to detect irregularities. All irregularities in excess of 3116 inch in 10 feet for base, intermediate, and surface courses shall be corrected. Irregularities such as rippling, tearing, or pulling which in the judgment of the Engineer indicate a continuing problem in equipment, mixture, or operating technique shall not be permitted to recur and the paving operation shall be stopped unless appropriate steps are taken by the Hot Mix Producer to correct the problem. 400.07.][).: MATERIALS PRODUCED AND PLACED DURING ADJUSTMENT PERIOD: Delete this Subsection. 400.10. PAYMENT: Delete this Subsection and substitute the following: ." Hot mix asphaltic concrete of the various types will be paid for at the contract unit price per Ton or Square Yard which payment shall be full compensation for furnishing and placing all materials including asphalt cement, hydrated lime when required and for all approved additives, for all cleaning and repairing or preparation of surfaces, and for all other operations necessary to complete the Contract Item. JPA YMENT WILL BE MADE UNDER: ITEM NO. 400 Asphaltic Concrete ~, Group-Blend. Including Bituminous Material and Hydrated Lime ............... ........... ......... ..... ................... ..... Per Ton ITEM NO. 400 Asphaltic Concrete ~, Group-Blend. Including 13ituminous Material ....... ...................................................................... ................. Per Ton ITEM NO. 400 in. Asphaltic Concrete ~, Group-Blend, lncluding Bituminous Material and Hydrated Lime..................................... Per Square Yard ITEM NO. 400 in. Asphaltic Concrete ~, Group-Blend. Including Bituminous Material....... .,............................ ............................. .Per Square Yard ITEM NO. 400 Asphaltic Concrete Patching Including Bituminous Material and Hydrated Lime .. ...... ............................................ ............................... Per Ton ITEM NO. 400 Asphaltic Concrete Patching Including Bituminous ~,1aterial ............................................................................. ..................................... Per Ton ITEM NO. 400 Asphaltic Concrete Leveling Including Bituminous Material and Hydrated Lime ......... .............................. ... ................ ............ ............. Per Ton ITEM NO. 400 Asphaltic Concrete Leveling Including Bituminous ~.1aterial .................................................................................................................. Per Ton MaterialB and Research December 12, 1997 ." DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA SPECIAL PROVISION SECTION 402 - HOT MIX RECYCLED ASPHALTIC CONCRETE 402.02.A. RAP MATERIAL: Delete the next to last paragraph and substitute the following: RAP containing either local sand or alluvial gravel will not be allowed in mixtures used on interstate projects except for shoulder construction. When used in shoulder construction, the use of RAP containing either local sand or alluvial gravel shall be limited such that the sand or gravel makes up no more than 20% of the total aggregate portion of the mix. When used in mainline and ramp construction of non-interstate projects, the percentage of RAP containing alluvial gravel shall be limited such that the gravel makes up no more than 5% of the total aggregate portion of the mix. The amount of local sand in RAP shall be considered when determining the local sand portion allowed in the total mix as specified in Section 828. Where Pay Items specify that Group II only aggregate is to be used, RAP which consists primarily of Group II aggregate, but contains some Group I aggregate shall be limited such that the Group I aggregate makes up no more than 5% of the total aggregate portion of the mix. When a Blend I mix is specified, any Group I aggregate in the RAP shall be considered when determining the Group I portion allowed in the total mix as specified in Section 828. The percentage of local sand, alluvial gravel, and Group I aggregate in the RAP will be determined through petrographic analysis or available records. 402.02.C. RECYCLED MIXTURE: Delete this Subsection and substitute the following: The recycled mixture shall be a homogeneous mixture of RAP material, virgin aggregate and neat asphalt (:ement. Further, the mixture shall be appropriately treated with an approved anti-stripping agent, either a heat stable anti-stripping additive or hydrated lime. The agent chosen shall be at the Hot Mix Producer's discretion except where noted in the Pay Item Designation. The mixture shall conform to an approved mixture design meeting the requirements outlined in Section 828. Where hydrated lime is used, it shall be added at a rate of 1.0 percent of the virgin aggregate portion plus 0.5 percent of the aggregate in the RAP portion of the mixture. Where heat stable anti-strip additive is used, it shall be added at a rate of 0.5 percent of the neat asphalt cement added to the mixture. 402.05 PAYMENT: Add the following: .' Item No. 402 Recycled Asphaltic Concrete, ~ Group-Blend. Including Bituminous Material .................................. ... ......... ... ... .... .............. per Ton Item No. 402 Recycled Asphaltic Concrete, ~ Group-Blend. Including Bituminous Material and Hydrated Lime ....... ..... .............. ................ per Ton Item No. 402 _Inches Recycled Asphaltic Concrete, ~, Group-Blend, Including Bituminous Material........................................per Square Yard Item No. 402 _Inches Recycled Asphaltic Concrete, ~ Group-Blend, Including Bituminous Material and Hydrated Lime.... .....per Square Yard Item No. 402 Recycled Asphaltic Concrete Patching, Including Bituminous Material........................................ .................................... per Ton Item No. 402 Recycled Asphaltic Concrete Patching, Including Bituminous Material and Hydrated Lime ............................................. per Ton Item No. 402 Recycled Asphaltic Concrete Leveling, Including Bituminous Material............................................................................ per Ton Item No. 402 Recycled Asphaltic Concrete Leveling, Including Bituminous Material and Hydrated Lime ............................................. per Ton Material!. and Research December 12, 1997 DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA J'" SPECIAL PROVISION SECTION 820 - ASPHALT CEMENT Delete this Section and substitute the following: 820.01 :SUPERPA VE ASPHALT BINDER: This Section covers asphalt cements which have been prepared from crude petroleum by suitable methods. The asphalt cements shall be homogenous, free from water and shall not foam when heated to 1750 C. Blending of asphalt cements to produce a specified performance grade shall result in a uniform, homogenous blend with no separation. The neat asphalt cement proposed for use in Asphaltic Concrete shall meet the following requirements for PG 64-22 or PG 67-22 and be production materials ("straight- run") th:lt have not been "air-blown" to achieve the performance grade (pG). PG 58-22 may be used as Bituminous Tack Coat or in Bituminous Surface Treatment. Only Styrene-Butadiene- Styrene (SBS) or Styrene-Butadiene (SB) shall be added to the neat asphalt cement, if needed, to produce a binder that complies with the following requirements for PG 76-22. 1. Test Requirements TEST AND ORIGINAL MEEiOD TEST TEMPERATURE BINDER RESIDUE OF BINDER AFTER: Rolling Thin-Film PG PG PG PG Oven AASHTO: TP5 Pressure Aging 58-22 64-22 67-22 76-22 AASHTO: PP-l Flash Point, AASHTO: T-48 2300 C Min. Viscosity (a), 3Pa-S ASTM D4402 Max. 1350 C (3000CP) Mass Loss (%), Max. . AASHTO: T -240 (b) 0.5 Dynamic S:hear, 580 C 640 C 670C 760C ~ 1.0 kPa ~ 2.2 kPa G*!sin8, A<\SHTO: Phase TP5, 10 RadlSec Angl ~ 75 deg. e Dissipated Energy, Dynamic S:hear, 250C ~ 5000 kPa G*sinB, AASHTO: TP5, 10 RadlSec Creep StiffiIess (c), S ~ 300,000 kPa 60 sec. AASHTO - 120 C m ~ 0.300 TPl Direct Tension, 1.0 mm1min. AASHTO: - 120 C Report TP3, Fai1ur,~ Strain 820.01 (Continued) .~ (a) This requirement may be waived at the discretion of the Department if the supplier warrants that the asphalt binder can be adequately pumped and mixed at temperatures that meet all applicable safety standards. .J (b) Heat loss by AASHTO: T -179 may be accepted in lieu of mass loss by AASHTO: T-240. (c) If the creep stifihess is below 300,000 kPa, the direct tension test is not required. If the creep stifihess is ~ 300,000 kPa, the Direct Tension Failure Strain value shall be reported. . The m-value requirement shall be satisfied in either case. If modification is required, the composite materials shall be thoroughly blended at the supply facility prior to being loaded into the transport vehicle. All blending procedures, formulation, and operations shall be approved by the Office of Materials and Research. 2. Certification: Certified test results of laboratory blends for proposed PG asphalts shall be provided by a certified laboratory, approved by the Office of Materials and Research, for each specification characteristic of the asphalt cement proposed for shipment. The certified results shall be provided to the State Materials and Research Engineer in compliance with Standard Operating Procedure (SOP)-4. In the event there is reason to suspect a sample will be outside specification limits, the State Materials and Research Engineer may interrupt the production until test results are known. Material:) and Research . December 12, 1997 DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA of> SPECIAL PROVISION SECTION 828 - HOT MIX ASPHALTIC CONCRETE MIXTURES Delete Subsection 828.01.1 and substitute the following: Local sand will not be allowed in any mixtures to be placed on the mainline or ramps, excluding shoulders, ofInterstate projects. Up to 20% local sand, based on the total aggregate weight, may be allowed as an ingredient in the Asphaltic Concrete mixtures used for interstate shoulder construGtion. On non..interstate projects with 2,000 ADTNPD or greater, as shown on the plans, the use of local sand shall be limited to Asphaltic Concrete "Base" mixtures only and shall not exceed 20% of the total aggregate weight. Local sand, not to exceed 20% of the total aggregate weight, may be used as an ingredient in all Asphaltic Concrete mixtures placed on non-interstate routes with 1,000 to 1,999 ADTNPD, and on routes where traffic counts may be unavailable or not shown on the plans. On non-interstate projects with less than 1,000 ADTNPD, the amount oflocal '5and allowed will be limited only as needed to meet design requirements further described in this Section. These stipulations in no way supersede limitations of RAP allowed in recycled mixtures as set forth in Section 402. ~ Materials, and Research . . . . " Revised March 1, 1988 DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA SPECIAL PROVISION Modification of Standard Specification SECTION 228 GRADING (MODIFIED), INCLUDING HAUL (For County Contract Only) Project Number: .=ft. JOP ~0, --S-3 C?'f,)~ 228.01 DESCRIPTION: This item consists of excavation of all materials ~f whatever nature including borroVl if required, to alignment, grade and typical cross-sections shown on the plans; or as directed by the Engineer, all necessary hauling, formation of embankments, shoulder construction, subgrade construction, ditch excavation, finishing and dressing, replacement of unsuitable material removed from the subgrade, and disposal of any unsuitable or surplus material. It shall. include the removal and disposal of miscellaneous roadway items including, but not limited to, curbs, drainage structures and pavements, unless established as separate contract items. It shall also include all necessary clearing and grubbing, in accordaqce with Sections 201 and 202, required to complete the work unless these items have been established as pay items in the ,:;ontract. 228.02 MATERIALS: All suitable material excavated, including that taken from trenches, roadway ditches and slopc:s, shall be used in forming embankments as far as practicable. Surplus or unsuitable mater:lals shall be used in flattening slopes of embankments, backfilling washes or ditches. or wasted back of the construction lines as directed. 228.03 CONSTI~UCTION: The construction shall be done using equipment approved by the Engineer, which will not damage base, pa vement or other appurtenances to be retained. The Engineer shall set slope stakes to fit the typical section, or as he may deem necessary, establish grades ffi. accordance with these specification, and set final stakes to verify that the excavation sections of the roadway and the embankments comply with the typical section. The work shall be done in accordance with the appropriate portions of Specifications 201, 202, 205, 206, 207, 208 and 209 of these Specifications. Prior to placing any base material, the subgrade shall be finished in accordance with 209.03 A. Clearing and Grubbing: Clearing and grubbing shall be done well in advance of excavation and embankment construction. . B. General Requirements: 1. Cross Section: As a minimum requirement the roadway shall be graded in accordance with the specified typical sections. . . , 'of . - . ... 2. Slopes, Ditches, Shoulders: The excavation shall be done so that front slopes, ditches and shoulders are neatly trimmed to the lines given. Additional shoulder width will be permined when extra width shoulders are ready in place and fit the existing roadbed provided the finished shoulders present a reasonably uniform appearance. .. 3. Shaping and Dressing: After all excavation and formation of embankments and shoulders have been substantially completed the roadway shall be properly shaped, finished and dressed in Reasonably close conformity to the lines and grades given. . C. Compaction: All embankments shall be built up in 8 inch layers and thefull width of the cross section compacted in accordance with Section 208. 228.04 MEASUREMENT: Grading (Modified) Including Haul will be measured in Linear.Miles along the centerline of the road or the median, including ramps when so shown on the plans. Surplus material may be disposed of beyond the end of the project, but the mileage measured for payment will not extend beyond the established termini. 228.04 PAYMENT: The item of Grading (Modified) Including Haul will be paid for at the Contract Unit Price per Linear Mile complete in place, which price shall be full compensation for clearing and grubbing inside the construction limits where this item is not shown as a separate item in the Contract, for all excavation to the typical section required or as modified herein, formation of embankments, construction of shoulders, backing out subgrades for pavement, flushing fill slope~; and ramps, filling washes, wasting surplus or unsuitable material, finishing and dres:;ing, cleaning of side ditches, all hauling of excavation, and any incidentals necessary to complete the Item. It is clearly understood that in no case will any separate payment be made for finishing and dressing, and that the cost of necessary finishing, and dressing to comply with these Specifications shall be included in the Contract Unit Price of Grading (Modified) Including Haul. Payment will be made under: Item 228. Grading (Modified) Including Haul----------per Linear Mile. Office of State Aiel - .. A Sheet 2 of 2 Project Number: tRL,tJfJ 8580-58 (074~ .. . - ""'" v..<wu"....,'[ZI,...... ~~.~:-.. . o v' .'\'\~..,. ~ BO"lingCd,~~~ :;{::::.,~~t~~%~f'~~~.~:..,.~~...,'.:::::~.;afl@-~~/ '."......::.:.t..:?~ z - ..1. · en ,; . \.;...~ r-0~#ff~~l~/- ..,~('-. rg "":::~I,;~r~ ~ . . ,'" '" 1.1.0' - ~ F4 J . ....... . ~ "'J" "f::' './ ,." ,.. tl ,. '\.~ '~:7, ~"3~ ~ ~ ~,.. . I.. _ "-:... 78 '''':::.' :;('i'''':':X'~;:,..:::,'1?:';:::::):''~~'' <>~) . .' ., ..!" ~ ~. .::~~ ~Y-'- ~~~; ;~. ,," ~,,!\..~;: .!~ 3:~". (. '110"~ J;:J' .::,;......... 'r..;~'fJMAiF ". . 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