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Home My WebLink AboutEAST BOUNDRY STREET DRAINAGE IMP DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA CONTRACT C\1Y CONtRACt :.' DO NOT UNSTAPLE THIS BOOKLET... . ENTER ALL REQUIRED INFORMATION ---------------------------- EITHER BY HAND OR BY STAMP. j,." DATE OF OPENING PCN S006028C10000 NONE CALL ORDER NONE CONTRACT ID C37055-05-000-0 PROJECTS AND CONTRACT NO. -------------------~---------- COUNTY : RICHMOND PROOO-SOO6-00(028) C1 II CODE: 5AU230 - 1. CITY OF AUGUSTA Ob/~8/f?G LIMITED PARTICIPATION ~,,?\ucTiO!V', ..(j~'7)\. /;(:.~. /,'...) y\.... Iti ..:-r,\ l2i' SEP - 1 2006 fs) \ - \ / ""--,-,",,,"" GEORGIA DEPARTMENT OF TRANSPORTATION NOTICE TO PROCEED PROJECT ,NUMBER: PROOO-S006-00(028) COUNTY: RICHMOND CONSTRUCTION AUTHORIZATION: DISTRICT 2 EFFECTIVE DATE: SEPTEMBER 01, 2006 CONTRACT ID. NO.: C37055-05-000-0 CONTRACT WITH: CITY OF AUGUSTA DATE CONTRACT EXECUTED: JUNE 28, 2006 TERRY GABLE STATE AID ADMINISTRATOR DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA CONTRACT SCHEDULE DATE PAGE CONTRACT ID: C37055-05-000-0 PROJECT CS) : S006028CI0000 PROOO-S006:"00 (028) Cl 07/08/05 3 ITEM DESCRIPTION ---------------------------------------------------------------------------------- LINE I NO I I APPROX. QUANTITY AND UNITS 1 UNIT PRICE I BID AMOUNT I--~-------------I-------------~-- I DOLLARS 1 CTS I DOLLARS ICTS SECTION 0001 ROADWAY --------------------------------------------------------------------------------- --------------------------------------------------------------------------------- 449,999.42 I I 1.0001 0.000001 1 1 I I I I 8,378.0001 11.290001 I I ------------------------------------------------------.--------------------------- I I 4,416.0001 26.290001 I I --------------------------------------------------------------------------------- I I I 1 2,470.0001 24.150001 ITN I. I I I I ---------------------------------------------------~--------~----~-------------,-- 1402-3121 RECYCLED ASPH 1 I I 00251cONC 25 MM SUPERPAVE, GP I 910.0001 22.340001 11 OR 2, INCL BITUM MATL I TN 1 1 1 & H LIME 1 I 1 ---------------------------------------------------------------------------------- 1402-3+90 RECYCLED ASPH I 1 1 003olcONC 19 MM SUPERPAVE, GP I 458.0001 22.370001 11 OR 2, INCL BITUM MATL & I TN I I IH LIME 1 I I ------------------------.--------------------------------------------------------- I I 100.0001 0.510001 I I --------------------.------------------------------------------------------------- I I 5,500.0001 15.090001 I 1 .. 1001-9998 LIMITED 0005 1 PARTICIPATION PROJECT, I THE AMOUNT SHALL NOT IEXCEED - $449,999.42 1310-5120 GR AGGR.BASE 001olcRS, 12 INCH, INCL MATL I 1402-1812 RECYCLED ASPH 001SlcONC LEVELING, INCL IBITUM MATL & H LIME I I jTN 1402-3110 RECYCLED ASPH 002olcONC 9.5 MM SUPERPAVE, IGP 1 OR 2, INCL BITUM IMATL & H LIME .. 1413-1000 BITUM TACK COAT I 00351 I I I~ 1441-0104 CONC SIDEWALK, 004014 IN I I I ISY 0.00 94;587.62 116,622.44 59,650.50 20,329.40 10,245.46 51.00 -----------------------------------------------.---------'------------------------- 82,995.00 DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA CONTRACT SCHEDULE DATE PAGE 07/08/05 4 CONTRACT ID: C37055-05-000-0 PROJECT (S) : S006028CI0000 PROOO-S006-00 (028) Cl --------------------------------------------------------------------------------- I I I --------------------------------------------------------------------------------- 1441-6022 CONC CURB & 1 I I 0045 I GUTTER, 6 IN X 30. IN, TP I 9 , 400 . 000 I 6 . 97000 1 12 lLF I I ---------------------------------------------------------------------------~----- I I LINE 1 NO I I ITEM DESCRIPTION APPROX. QUANTITY AND UNITS I UNIT PRICE I BID AMOUNT 1----------------1---------------- I DOLLARS 1 CTS I DOLLARS ICTS 65,518.00 I TOTAL BID 449,999.42 --------------------------------------------------------------------------------- --------------------------------------------------------------------------------- THIS AGREEMENT MADE AND ENTERED INTO THIS THEU DAY OF ~ lI1/n 20 6tt> BY AND BETWEEN THE DEPARTMENT OF TRANSPORTATION PARTY OF THE ~ (HEREINAFTER CALLED THE DEPARTMENT) AND THE COMMISSION OF TIlE UNIFIED GOVERNMENT OF AUGUSTA- RICHMOND (HEREINAFTER CALLED THE UNIFIED GOVERNMENT) WHO HAVE BEEN DULY AUTHORIZED TO EXECUTE THIS AGREEMENT. WHEREAS, THE DEPARTMENT AND THE UNIFIED GOVERNMENT DESIRE THE IMPROVEMENT AND CONSTRUCTION OF A CERTAIN FACILITY AND THE UNIFIED GOVERNMENT DESIRES AND AGREES TO FURNISH AND DELNER 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 TIlE PARTIES TO THE OTHER IN HAND PAID, THE RECEIPT WHEREOF IS HEREBY ACKNOWLEDGED, THE PARTIES HERETO AGREE AS . FOLLOWS: (1) THE WORK AND MATERIALS SHALL BE IN STRICT AND ENTIRE CONFORMITY WITH THE PROVISION OF THIS CONTRACT AND THE PLANS AND SPECIFICATIONS PREPARED (OR APPROVED) BY TIlE CHIEF ENGINEER OR HIS AUTHORIZED REPRESENTATNE THE ORIGINALS OF WHICH ARE ON FILE IN THE OFFICE OF CHIEF ENGINEER AND WHICH SAID PLANS AND SPECIFICATIONS ARE . HEREBY MADE PART OF THIS AGREEMENT AS FULLY AND TO THE SAME EFFECT AS IF TIlE SAME HAD BEEN SET FORTH AT LENGTH IN TIlE BODY OF THIS AGREEMENT. THIS CONTRACT WILL BE EXECUTED AND CONSTRUCTED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS, 2001 EDITION AND THE SUPPLEMENTAL SPECIFICATIONS AND SPECIAL PROVISIONS INCLUDED IN AND MADE APART OF THIS CONTRACT. (2) ITIS UNDERSTOOD THAT MATERIAL PITS ARE TO BE FURNISHED BY THE UNIFIED GOVERNMENT AT NO 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 OTHERWI~E SPECIFIED IN THE CONTRACT. TIlE (COUNTY/CITY) SHALL BE RESPONSIBLE FOR HANDLING THE ARRANGEMENTS WITH THE UTILITY OWNERS FOR ANY REMOVAL AND RELOCATIONS NECESSARY. . THE (COUNTY/CITY) SHALL GNE TIlE UTILITY OWNERS AMPLE NOTICE, OF TIlE IMPENDING CONSTRUCTION, TO ALLOW TIME FOR ' ENGINEERING AND MATERIAL ORDERS REQUIRED FOR ANY REMOVAL AND RELOCATIONS NECESSARY. ALSO, TIlE (COUNTY/CITY) AGREES TO CLEAR RIGHTS-OF-WAY OBSTRUCTIONS WITHOUT EXPENSE TO THE DEPARTMENT OF TRANSPORTATION. I FOR PURPOSE OF APPLYING PROVISIONS OF THIS PARAGRAPH, RAILROADS ARE CONSIDERED UTILITIES. IN ADDITION TO TIlE FOREGOING, THE (COUNTY/CITY) SHALL OBTAIN APPROVAL OF PLANS AND ACQUIRE EASEMENTS OR OTHER PROPERTY RIGHTS FROM THE RAILROAD FOR CONSTRUCTION WITHIN RAILROAD PROPERTYIRIGHT OF WAY AND SHALL PROVIDE FOR THE PROTECTION 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 GNEN. (5) THE WORK SHALL BEGIN WITHIN TEN DAYS AFTER NOTIFICATION TO BEGIN WORK BY THE CHIEF ENGINEER TO THE UNIFIED GOVERNMENT 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 UNIFIED GOVERNMENT, NOT AS A PENALTY BUT AS LIQUIDATED DAMAGES, THE COST TO THE DEPARTMENT OF MAINTAINING ITS ENGINEERING AND INSPECTION FORCE ON THE WORK OR TO CANCEL THIS CONTRACT 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 lRANSPORTATION. THE DECISION OF THE CHIEF ENGINEER UPON ANY QUESTION CONNECTED WITH THE EXECUTION OR FULF~LMENT OF THIS AGREEMENT AND INTERPRETATION OF THE SPECIFICATIONS. OR UPON ANY FAILURE OR DELAY IN THE PROSECUTION OF THE WORK BY THE UNIFIED GOVERNMENT SHALL BE FINAL AND CONCLUSNE. (7) THE UNIFIED GOVERNMENT 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: PAYMENTS WILL BE MADE ON MONTHLY STATEMENTS AS THE WORK PROGRESSES. (9) 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 THE GEORGIA ANNOTATED, RELATED 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 CONTRACT; 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) . . --------------------------------------------------------------- -----~------------------------------------------------- . , CERTIFIES TO THE CONTRACTOR THAT A DRUG-FREE WORKPLACE WILL BE PROVIDED FOR THE SUBCONTRACTOR'S EMPLOYEES DURING THE PERFORMANCE OF THIS CONTRACT PURSUANT TO PARAGRAPH (7) OF SUBSECTION (B) OF CODE SECTION 50-24-3.' ALSO THE UN.DERSIGNED FURTHER CERTIFIES THAT HE WILL NOT ENGAGE IN THE UNLAWFUL MANUFACTURE, SALE, DISTRIBUTION, DISPENSATION, POSSESSION, OR USE O~ A CONTROLLED . SUBSTANCE OR MARlJUANA DURING THE PERFORMANCE OF THE CONTRACT. (10) SERVICE DELNERY STRATEGY CERTIFICATION: . -------------------------------------------------------------------------- . BY EXECUTION OF THIS CONTRACT, I CERTIFY, UNDER PENALTY OF LAW, THAT THE UNIFIED GOVERNMENT IS IN COMPLIANCE WITH THE SERVICE DELNERY STRATEGY LAW (HOUSE BILL 489) AND IS NOT DEBARRED FROM RECENING FINANCIAL ASSISTANCE FROM THE STATE OF GEORGIA. . . ALSO, I CERTIFY THAT THE FUNDS TO BE USED ON THE PROJECT ARE CONSISTENT WITH THE APPLICABLE SERVICE DELNERY STRATEGY. IN WITNESS WHEREOF THE DEPARTMENT OF TRANSPORTATION HAS CAUSED THESE PRESENTS TO BE EXECUTED BY THE COMMISSIONER OF SAID DEPARTMENT, WHO HAS BEEN DULY AUTHORIZED, AND BY THEMA YOR OF THE UNIFIED GOVERNMENT, WHO HAS BEEN DULY AUTHORIZED BY THE COMMISSION OF SAID UNIFIED GOVERNMENT, WHO HAVE HERETO SET THEIR HAND THIS DAY AND YEAR AS SHOWN BELOW: ****************************************** FED ID NO./IRS NO. 58 - ~c;'2O 4- -;t'1 L{- ****************************************** EXECUTED ON BEHALF OF THE . DEPARTMENT OF TRANSPORTATION EXECUTED ON BEHALF OF THE UNlFIED GOVERNMENT OF AUGUSTA-RICHMOND COUNTY THIS THIS . .THEf!jJ DAY 2DlR BY: THE C~'q1:>AY OF .J v.pJ-e BY:~~ 20~ RECOMMENDED: G~c;(-~ DIVISION DIRECTOR WITNESS FOR UNIFIED GOVERNMENT: DATE: ~-2)-O" THIS CONTRACT APPROVED BY THE MAYOR AND CO~SSION ~G HELD AT . ,15!) J}j{t . . TIllSTIIE~DAYOFj~20112- ~ CL 0 I SION (Seal) WITNESS FOR THE DEPARTMENT OF TRANSPORTATION: '- 9wuruf58Llf!- EXHIBIT CERTIFICATION, OF 'COMPLIANCE WITH STATE 'AUDIT REQUIREMENT I hereby certify that I am a principle and duly. authorized representative of whose address is . and it is also certified that: The provisions of Section 36,.81-7 of the Official Code of Georgia Annotated, relating to the "Requirement of Audits" have been complied with in full such that: (a) Each unit of local goveminent having a popula,tion in excess of 1,500 persons or expenditures of $175,000.00 or more shall provide for and cause to be made an annual audit of the financial affairs and transactions of all funds and activities of the local government for each fiscal year of the local government. (b) The governing authority of each JocaJ unit of government not included above shall provide for and cause to be made the audit required not Jess often than once every two fiscal years. . . (c) . The governing authority of each local unit of government having expenditures ofIess than $175,000.00 in that government's most recently ended fiscal year may elect to provide for and cause to be made,in lieu of the biennial audit, an awmaI report of agreed upon procedures fofthat fiscal year. (d) A copy of the report and any conunents made by the state auditor shall be maintained as a public record for public inspection during the regular working hours at the principal office of the local government. Those units ofIocal govenunent riot having a principal office shall provide a notification to the public as to the location of and times during which the public may inspect the report . .~ 1\ ~ I OVJ Date U ~r1. ~ CONTRACT ID DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA SPECIAL PROVISIONS DATE: 07/08/05 PAGE: 1 C37055-05-000-0 0.880 MILE OF WIDENING, SIDEWALK CONSTRUCTION, CURB AND GUTTER ON EAST BOUNDARY STREET BEGINNING AT LANEY WALKER BOULEVARD AND ENDING AT BROAD STREET. ; . P. CODE ._--------------------------------------------------'--------------------------- SPECIAL PROVISIONS DESCRIPTION .------------------------------------------------------------------------------ 17-1-01-SP }8-1-01-SP 19-1- 02 -SP i2 -l~Ol-SP IO-1-01-SP 12-1-01-SP 12-1-01-SP ,~-1-01-SP :8-1-01-SP 3-1-01-SP '9-0-00- LEGAL REGULATIONS AND RESPONSIBILITIES TO THE PUBLIC PROSECUTION AND PROGRESS MEASUREMENT & PAYMENT FIELD LABORATORY BUILDING (OFF/SYSTEM 400/402) ASPHALTIC CONCRETE (OFF SYSTEM - 400/402) RECYCLED ASPH CONCRETE (OFF SYSTEM - 400/402) AGGR FOR ASPH CONC (Off System 400/402) FIBER STAB ADDITIVES cOff System 400/402) HOT MIX ASPH CONC MIXTURES (Off System 400/402) MINERAL FILLER cOff System 400/402) PLANS C c:::r ) Date: Septetnber 24, 2002 Fust Use Date 2001 Specifications: November 1,2002 DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA SPECIAL PRoVIsION (For State Aid Contracts Only) Section 107-Legal, Reg'ufations and Responsibility to. the PUblic Delete Subsection lO7.23.A and substitute thefollowing: 107.23 Environmental ConSiderations All envitoilnJ.entaleonsiderations and clearances'shall be the'responsibility of the County or municipality tb meet, including the requirements of Section 404 of the Clean Water Act (33 use 1344). After July 1, 1991. State funded projects must colilply with the requirements ofCbaPter 16 of title 12 of the Official Code of Gootgia Annotated, the Georgia Environmental Policy Act (GEPA), of 1991. In compliance with GEPA, those projects for which Federal funding is sought, and NaPA compliance is accomplished, are exempt from the requirentents of GEP A. 'GEP A requires that environment8J documentation be 8ccomplished for County or City projects iflnore than 50 petcent of the total project cost is funded by a grant of a State Agency or a ~t of more that $250.000.00 is made by the State Agency to the dlunicipality or County. The "responsible. offi~ial of the goveniment agency' s~ determine if a proposed governmental action is a proposed governmental action which may significantly adversely affect the qualitY of the environInent. " A~ The FoUoWing Projects Wollld Not Significantly Adversely Affect The Quality Of The Environment: Non"~ disturbing activities and minor land dis~ing activities that would not be anticipated 19 significantly affect the .qWl1~ty of the'environment ~nclude the followmg list. . These types of projects "funded With state motley would Dbt be . subject to environmental assessment of any kind. Hearing procedures outline in GEP A would not be applicable. 1. . ~or roadway and non-historic bridge projects. a. Modernization of an existing highway by reswfacing, (estoration, rehabilitation, adding shoulders, widening a single lane or less in eacb direction and the addition of a median within preViously. disturned exis.titlg right-:of~ way. , b. Adding auxiliary lanes for localiZed pwposes (weaving, climbing, speed changes. etc.) and cOrrection substandard curves and intersections within previously disturbed existing ri~t-or":'way. ' , c. Non-historic bridge replacement projects in existing alignment with no detour bridge. 2. Lighting,signing~ pavement DUlI'Idng, signaIization, freeway surveillance and control 8YS~ms, aDd railroad . protective devices. 3. Safety projects such as grooving, glared screen, safety barriers, energy attenlJators, median barriers, etc. . 4. Highway landscaping and lat}dscaping modification, res.t 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 that is commenced immediately after the OCcurrence of a natural disaster of catastrophic failure to restore the highway for the health, welfare, and safety of the public. Office of State Aid SectIon 107-Legal.Regulatlons and Responsibility to the Public B. The FoDowing Projects May Not Significantly Adversely Affect The Quality Of The Envi!onment: For projectS that 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 Comity or municipality should anticipate that a project might significantly adversely affect the quality of the environment. Documentation of ~ studies will be accomplished through the USe of the "GEP A Investigation Studies" checklist. . The types of projects that would fall under the category, would include: 1. Bridge replacement projects on new location or with a detour bridge, where there are no significant adyersc impacts to historic or archaeological resources, no involyement with Federally listed threatened and endangered species .00 . no significant adverse impact to wetlands. 2. Passing lanes, meQian additions and widening 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. 3. Safety and interseCtion improvements where there are no significant adverse impacts to historic or archaeological resources, no mvolvement with Federally listed threatened and endangered species and no significant adverse impact to wetlands. 4. Rest area projects and truck weigh stations with no purchase of additional right~f-way. 5. . New location projects where there are no significant adverse impacts to histori~ or archAeologicafresoQrCes, nO involvement with FederaIIy listed threatened and endangered species and no sigiiificailt.adverSe impact to wetlands. . . . If studies' demonstrate that the project will nOt significantly adVersely affect the quality of the environmeni, project tiles 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 FoDowing Projects May Signlflcantl1 Adversely Atrect The QuaUty Of The Environment: This category of projects may include major widening and new location projects. If such projects result in a significant adverse effect. an EER sball be prepared. J). ERR Procedure: GEP A calls for consideratic;>n of the "cumulative effect of the Proposed. gOVernment actions on the environment. . mif 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 faci~ties will include all projects that are conneCted geographically or as logical parts in a chain of contemplated actions. 1. Duriilg preparation. of an environmental effect report. the County or Municipality Will consult with aIid solicit COmments from agencies that have jurisdiction by law, special expertise, or other interest with respect to environmental impac~. , 2. In compliance with GEP A 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 wetlands, floral fauna. archaeologylhistory, economic environment, energy. cultural resources; e. The environmental impact of the Proposed action of the relev,ant setting and mitigation ineasures proposed to avoid or minimize adverse impact; f. Unavoidable adverse environmental effects; g. Valoe 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; i. Comments of agencies which have jurisdiction by law, special expertise, or other interest with respect to any environmental impact or resource; Off~ of State Aid Page 2 SectIon 107-Legal Regulations and ResponsIbility to the Public. I 3. ,At least 45 days prior to making a decision as to whether to proceed with the undertaking. publish in the '1egal organ of each County in which the proposed governmental action or any part thereof is to occur. notice that an environmental effects report has been prepared". , , 4. The CountY or Municipality sball send a copy of the HER and all other comments to the Director, EPD. S. 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 at least 100 residents of the State of Georgia request on within 30 days of publication in the legal organ of ~ affected CountY. The responsible official or his designee may '. hold a public hearing if less than 100 requests are ieceived. (rhe county or municipality is not relieved of other State legiU requirements of public 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 he ~pared (Notice of Decision). 8. This decision document, when Signed by the responsible official, will be sent to the director, EPD, 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). will be sent to the Department Of Transportation, Office ofEnvirooment and Location and The Department of Natural Resources. EnvitQnmei1tal ,Protection Division for their files. Department Of Transportation OIlice Of Environment And Location 3933 A vla;tion Circle AtJaQta, Georgia 30336 Department Of Natural Resources Environmental Protection ))ivision 205 Butler Street, Be Suite 1152 Atlauta, Georgia 30334 Any mitigation measures identified in the HER will be incorporated into the' final project plans. ; OffICe of State AId , Page 3 . Date: May 29. 2001 FlfSt Use Date 2001 Specifications: November 1. 2002 DEPARTMENT OF TRANSPO~TATION STATE OF GEORGIA . SPECIAL PROVISION Section 10S-Prosecutlon and Progress Retain Subsection 108.03 except as modified below: For this Project, the Progress Schedule required by Subsection 108.03 need not be subnrltted, Date: July 3, 2001 First Use Date 2001 Specifications: November i, 2002 DEPARTMENT OF TRANSPORTATION STATE OF CEORGIA SPECIAL PROVISION Section 109-Measurement & Payment (City ICounty Contracts) . Delete the first sentence of Subsection l09.07.A, paragraph one, mid substitute the jollolt!ing: . A General: On the tenth day of each calendar month. the total value of Items complete in place will be estimated by the Engineer and certified for payment. Date: August 8, 2002 First Use Date 2001 Specifications: November 1,2002 DE~ARTMENT OF TRANSPORTATION STATE.OF GEORGIA SPECIAL PROVISION Section 152-Field Laboratory Building. Delete Subsection 152.1.02.B and substitute thefollowing: B.. Referenced Documents GDT 38 GDT 83 NFPA-I0A Delete Subsection 152.3.05.D.5.e throuth h. I I Date: August 8, 2002 Revised September 22, 2003 Revised January 27, 2004 DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA SPECIAL PROVISION OFF SYSTEM USE ONLY . Section 400-Hot Mix Asphaltic Concrete Construction . Delete Subsection 400.2 and substitute the following: 400.2 Materials Ensure that materials comply with the specifications listed in Table 1. Table 1-Materials Specifications Material Subsection Asphalt Cement, Grade Specified . 820.2 Coarse Aggregates for Asphaltic Concrete 802.2.02 Fine Aggregates for Asphaltic Concrete 802.2.01 Heat Stable Anti-Stripping Additive 83 L2.04 Hydrated Lime 882.2.03 Silicone Fluid 83 L2.05 . BituminousTack Coat: PG 58-22, PG 64-22, PG 67-22 820.2 Hot Mix Asphaltic Concrete Mixtures 828 . Delete Subsection 400.3.02.B.5. Delete Subsection 400.3.02.B.8. Delete Subsection 400.3.02.C.5. Delete Subsection 400.3.03.A.3 Table 2 and Substitute thefollowing: Table 2-Application Rates for Bituminous Tack, gal/yd2 (Um2) Minimum Maximum All Mixes. 0.04 (0.180) 0.06cO.270) . - .On thin leveling courses and freshly placed asphaltic concrete mixes, reduce the application rate to 0.02 to 0.04 gal/yd2 (0.09 to 0.18 Um2). Delete Subsection 400. 3. 03.B. 4 and Substitute thefollowing: 4. Use leveling course mixtures that m~et the requirements of the job mix formulas defined in: · Subsection 400.3.05.A. "Observe Composition of Mixtures" . . Section 828 Delete Subsection 400.3.03.B.5 and Substitute the following: 5. If the leveling and patching mix type is undesignated, determine the mix type by the thickness or spread rate according to Table 3. Table 3-Leveling and Patching Mix Types Thickness Rate of Spread Type of Mix Up to 0.75 in (19 mm) Up to 85lbs/yd2 (45 kg/m2) 4.75 mm Mix or 9.5 mm Superpave (Level A) 0.75 to 1.5 in (19 to 38 mm) 85 to 1651bslyd2(45 to 90 kglm2) 9.5 mm Superpave (Level B) 1.5 to 2 in (38 to 50 mm) 165 to 220 Ibs/yd2 (90 to 120 kg/m2) 12.5 mm Superpave. 2 to 3 in c50 to 75 mm) 220 to 330 Ibslyd2 (120 to 180 kg/m2) 19 mmSuperpave. Over 3 in (75 mm) Over 330 Ibs/yd2 (180 kg/or) 25 mm Superpave These mixtures may be used for isolated patches no more than 6 in. (150 nnn) deep and no more than 4 ft. (1.2 m) in diameter or length. * I)elete Subsection 400.3.05.D.1. Delete Subsection 400.3.05.D.3. Delete Subsection 400.3. 05.E and Substitute the following: E. Observe Weather Limitations Do not mix and place asphaltic concrete if the existing surface is wet or frozen. Follow the temperature guidelines in the following table: Table 4-LiftThickness Table Lift Thickness 11n (25 mm) or less 1.1 to 2 in (26 mm to 50 mm) 2.1 to 3 in (51 mm to 75 mm) 3.1 to 4 in (76 mm to 100 mm) 4.1 to 8 in (101 mm to 200 mm) Minimum Temperature 55 OF (13 .C). 45 .F (8 .C) 35.F (2.C). 30 .F (0 .C) Contractor's discretion Delete Subsection 400.3.05.F.l and Substitute the following: 1. Determine the course's maximum compacted layer thickness by the type mix being used according to Table 5. Mix Type Minimum Layer Maximum Layer Maximum Total Thickness Thickness Thickness 25 mm Superpave 3 in (75 mm) 5 in (125 mm) * - 19 mm Superpave 1 3/4 in (44 mm) 3 in (75 mm) * - 12.5 mm Superpave 1 3/8 in (35 mm) 2112 in (62 mm)* 8 in (200 mm) 9.5 mm Superpave 3/4 in (19 mm) 2 in (50 mm) 4 in (100 mm) Level A) 9.5 mmSuperpave Levels 7/8 in.(22 mm) 2 in (50 mm) 4 in (100 mm) B, C, or D) . 4.75 mm Mix 3/4 in (19) mm) 1 1/8 in (30 mm) 2 in (SO mm) * Allow up to 6 in (150 mm) per lift on trench widening. Place 9.5 mm Superpave and 12.5 mm Superpave up to 4 in (100 mm) thick for driveway and side road transition. Table 5-Maximum Layer Thickness Delete Subsection 400.3.05.H3. Delete Subsection 400.3.06.A.l and Substitute the following: 1. Determine Lot Amount A lot consists of the tons (megagrams) of asphaltic concrete produced and placed each production day. If this' production is less than 500 tons (500 Mg), or its square yard (meter) equivalent, production may be incorporated into the next working day. The Engineer may terminate a lot when a pay adjustment is imminent if a plant or materials adjustment resulting in a probable correction has been made. Terminate all open lots at the end of the month, except for materials produced and placed during the adjustmentperiod. If the final day's production does not constitute a lot, the production may be included in the lot for the previous day's run; or, the Engin~er may treat the production as a separate lot with a corresponding lower number of tests. Delete Subsection 400.3.06.A.2 and Substitute the following: 2. . Determine Lot Acceptance If the Engineer determines that the material is not acceptable to. leave in place, the materials shall be removed and replaced at the Contractor's expense. Delete Subsection 400.3. 06.A.3.b.3). (g) and Substitute thefollowing: (g) Add the following information on load tickets from which a sample or temperature check is taken: · Mixture temperature · Signature of the QCT person performing the testing Delete the text~box note under Table 6 in Subsection 400.3. 06.A.3. b.4). a). .., Delete Subsection 400.3. 06.A.3. b.4). b) and Substitute thefollowing: b) Quality Assurance Sampling and Testing (I) Randomly take a minimum of two quality assurance samples from the lesser of five days or five lots of production regardless of mix type or number of projects. (2) Compare test deviation fromjob mix formula to Mixture Control Tolerances in Section 828. Ifresults are outside these tolerances, another sample from the respective mix may be taken. NOTE: For leveling courses less than 110 Ib/ydZ (60 kgImZ)that have quality assurance test results outside the Mixture Control Tolerances of Section 828. use the Department's test results only. Utest results of the additional sample are not within Mixture Control Tolerances, the Department will take the following action: · Take random samples from throughout the lot as in Subsection 400.3;06.A.l.b.3 and use these test results for acceptance and in calculations for the monthly plant rating. · Determine if the Contractor's quality control program is satisfactory and require prompt corrective action by the Contractor if specification requirements are not being met . · Determine if the QCf has not followed Departmental procedures or has provided erroneous information. · Take samples of any in-place mixture represented by unacceptable QCf tests and use the additional sample results for acceptance and in calculations for the monthly plant rating and apply applicable pay factors. Delete Subsection 400.3.06.B and Substitute the following: B. Compaction Determine the mixture compaction using either GDT 39 or GDT 59. The compaction is accepted in lots defmed in Subsection 400.03.06.A "Acceptance Plans" and is within the same lot boundaries as the mixture acceptance. 1. Calculate Pavement Mean Air Voids The Department will calculate the pavement air voids placed within each lot as follows: a. Average the results of 5 tests run on randomly selected sites in that lot. b. Select the random sites using GDT 73. Density tests are not required for asphaltic concrete placed at 125 Ibs/yd2 (50 kg/m2) or less, or 4.75 mm mix. Compact these courses to the Engineer's satisfaction. The maximum Pavement Mean Air Voids for all Superpave mixtures shall be 8.3 percent The adjustment period for density shall be three lots or three production days, whichever is less,in order for the contractor to ensure. maximum compactive effort has been achieved which will yield no more than 8.3 percent Mean Air Voids. If the contractor needs to adjust the mixture to improve density results, a change in the job mix formula may be requested for approval during the adjustment period so long as the following values are not exceeded: · Coarse control sieve :I: 4% · No.8 (2.36 mm) sieve :I: 2% · No. 200 (75 J.ll1l) sieve :I: 1 % · Asphalt Content :I: 0.2% · All value changes must still be within specification limits If the Office of Materials and Research is satisfied that the Contractor has exerted the maximum compactive effort and is not able to maintain Pavement Mean Air Voids at no more than 8.3% after the adjustmentperoid, the Engineer may establish a maximum target for Pavement Mean Air Voids. If the pavement mean air voids within a Lot exceeds 8.3% (or 100% of the maximum target air voids, ifestablished) is not maintained, the Engineer may stop the paving' operation until appropropriate steps are taken by the Contractor to correct the problem. Upon approval of the Engineer, the paving operation may be restarted but will be limited to a 1000 ft (300 m) test section to verify that the corrective action taken will result in satisfactory density. Continued operation may not be permitted if the pavement mean air voids fail to meet the specified density requirements. 2. Obtain Uniform Compaction For a Lot to be accepted for compaction, the air void range cannot exceed 4% for new construction or 5% for resurfacing projects. The range is the difference between the highest and lowest acceptance test results within the affected lot. Delete Subsection 400.3.06.C and Substitute thelollowing: c. Surface Tolerance In this Specification, pavement courses to be overlaid with a friction course are considered surface courses. Other asphalt paving is subject to straightedge and visual inspection and irregularity correction as shown below: 1. Visual and Straightedge-Inspection Paving is subject to visual and straightedge inspection during and after construction operations until Final Acceptance. Locate surface irregularities as follows: a. Keep a 10ft (3 m) straightedge near the paving operation to measure surface irregularities on courses. Provide the straightedge and the labor for its use. b. Inspect the base, intermediate, and surface course surfaces with the straightedge to detect irregularities. c. Correct irregularities that exceed 3/16 in. in 10 ft (5 nun in 3 m) for base andintennediate courses, and 1/8 in. in 10 ft (3 nun in 3 m) for surface courses. Mixture or operating techniques will be stopped if irregularities such as rippling, tearing, or pulling occur and the Engineer suspectS a continuing equipment problem Stop the paving operation and correc! the problem. Delete Subsection 400.3.06.D and Substitute thelollowing: D. Reevaluation of Lots Reevaluation of Lots and acceptance will be based on Department evaluations. The Department will be reimbursed by the Contractor for all costs of these evaluations. Delete Subsection 400.4.A.2.b and Substitute thelol/owing: b. Ensure that the corrected surface course complies with Subsection 400.3.06.C.1. "Visual and Straightedge Insoection:' The mixture required to correct a deficient area is paid for at the Contract Unit Price of the course being corrected. The quantity of the additional mixture shall not exceed the required calculated quantity used to increase the average thickness of the overlaid section to the maximum tolerance allowed under the following table. Table 11-Thickness and Spread Rate Tolerance at Any Given Location Course Thickness Specified Spread Rate Specified Asphaltic concrete base course Intermediate and/or wearing course :t 0.5 in (:1:13 mm) :t 0.25 in (:t 6 mm) +40 Ibs, -50 Ibs (+20 kg, -30 kg) +20 Ibs, -251bs (+10 kg, -15 kg) Overall of any combination of 1 and 2 :t 0.5 in (:t13 mm) +40 Ibs, -50 Ibs (+20 kg, -30 kg) NOTE 1: Thickness and sprea~ rate tolerances are provided to allow normal variations within a given lot 00 not continuously operate at a thickne.ss or spread rate not specified. When the Plans specify a thickness, the Engineer may take as many cores as necessary to determine the average thickness of the intermediate or surface course. The Engineer shall take a minimum of one core per 1,000 ft (300 m) per two lanes of roadway. Thickness will be detennined by average measurements of each core according to GDT 42. If the average exceeds the tolerances specified in the Subsection 400A.A.2.b. Table II. "Thickness and Soread Rate Tolerance at Any Given Location", additional cores will be taken to detennine the area of excess thickness and excess tonnage will not be paid for. Delete Subsection 400.5 and Substitute.thefollowing: 400.5 Payment Hot mix asphaltic concrete of the various types are paid for at the Contract Unit Price per ton (megagram) or per square yard cmeter).Payment is full compensation for furnishing and placing materials including asphalt cement, hydrated lime when required, approved additives, and for cleaning and repairing, preparing surfaces, hauling, mixing, spreading, rolling, and performing other operations to complete the Contract Item. Payment will be made under: Item No. 400 Asphaltic concrete ~ Superpave, aroue-blend, including polymer-modified Per ton (megagram) bituminous. materials and hydrated lime Item No. 400 Asphaltic concrete ~ Superpave, oroup-blend, including bituminous materials Per ton (megagram) and hydrated lime Item No. 400 Asphaltic concrete ~ Superpave, oroup-blend, including bituminous materials, Per ton (megagram) Gilsonite modifier, and hydrated lime .. Item No. 400 _ inches asphaltic concrete, ~ Superpave, groue-blend, including Per square yard (meter) bituminous materials, Gilsonite modifier, and hydrated lime - Item No. 400 Asphaltic concrete ~ Stone Matrix Asphalt, oroue-blend. including polymer~ Per tori cmegagram) . modified bituminous materials and hydrated lime Item No. 400 Asphaltic concrete ~ OGFC, oroup 2 only, including bituminous materials and Per ton (megagram) hydrated lime Item No. 400 Asphaltic concrete ~ OGFC, group 2 only, including polymer-modified Per ton (megagram) bituminous materials and hydrated lime Item No. 400 Asphaltic concrete ~ Porous European Mix, oroup 2 only, including polymer- Per ton (megagram) modified bituminous materials and hydrated lime 400.5.01 Adjustments A. Materials Produced and Placed During the Adjustment Period (This Subsection is deleted.) B. Determine Lot Acceptance The control sieves used in the mixture acceptance for the various types of mix are indicated below: Control Sieves Used In the Mixture Acceptance Schedule Asphaltic concrete 25 mm Superpave . Asphaltic concrete 19 mm Superpave 1/2 in., No.8 (12.5 mm, 2.36 mm) sieves and asphalt cement 3/8 in., No.8 (9.5 mm. 2.36 mm) sieves and asphalt cament " Control Sieves Used in the Mixture Acceptance Schedule Asphaltic concrete 12.5 mm Superpave Asphaltic concrete 9.5 mm Superpave . Asphaltic concrete 4.75 mm Mix 3/8 in., No.8 (9.5 mm, 2.36 mm) sieves and asphalt cement No.4.. No.8. (4.75 mm, 2.36 mm) sieves and asphalt cement No.8 (2.36 mm) sieve and asphalt cement The Department will perform the following tasks: 1. Determine the mean of the deviations from the job mix formula per test results per lot. 2. Determine this mean by averaging the actual numeric value of the individual deviations from the job mix formula; disregard whether the deviations are positive or negative amounts. C. Calculate Pavement Mean Air Voids The Department will determine the percent of maximum air voids for each lot by dividing the pavement mean air voids by the maximum pavement mean air voids acceptable. D. Asphaltic Concrete Temporary Detours Hot mix asphaltic concrete placed on temporary detours that will not remain in place as part of the permanent pavement does not require hydiated lime. Hot mix used for this purpose is paid for at an adjusted Contract Price. Where the Contract Price of the asphaltic concrete for permanent pavement is let by the ton (megagram), the Contract Price for the asphaltic concrete placed on temporary detours is adjusted by subtracting $O.75/ton ($O.85/mg) ofmix used. Where the Contract price of the mix in the permanent pavement is based on the square yard (meter), obtain the adjusted price for the same mix used on the temporary detour by subtracting $O.04/yd2 ($O~05/ m2) per I-in (25-mm) plan depth.. Further price adjustments required in Subsection 400.3.06. "Ouality Acceptance." are based on the appropriate adjusted Contract Price for mix used in the temporary detour work. . Date: November 4, 2003 Fll'St Use Date: February 1,2004. DEPARTMENT OF TRANSPORTAtiON STATE OF GEORGIA SPECIAL PROVISION . . Delete Subsection 4OO.2.01.A3 and substitute the foUowing: 3. Insulate the sides and front end of the Jjed with an. insulating material confortning to the following requirements: · Consists of builders insulating board or equivalent · Has a minimum "R" value of4.0 · Can withstand approximately 400 of (200 OC) temperatures Install the insulating material so it is protected from loss and contamination. section 4()O-Hot Mix Asphaltic Concrete Construction. . . . . A "Heat Dump Body" may be used in lieu of insulation of the bed. "Heat Dump Body" refers to any approved transport vehicle that is capable of diverting engine exhaust and transmitting heat evenly throUghout the dump body to keep asphalt at required temperature. Mark the "Heat Dump Body" clearly with "OPEN" and "CLOSE" position at the exhaust divertor. Install a padlock and lock it in the "OPEN" position when the "Heat Dump Body" is used to transport bituminoUs mixtures. Date: August 8. 2002 First Use Date 2001 Specifications: November I, 2002 . DEPARTMENr OF TRANSPORTATION. STATE OF GEORGIA SPECIAL PROVISION . Section 402-Hot Mix Recycled Asphaltic Concrete Delete Subsection 402.~A and substitute the following: A. RAP Material ~omposltion Use RAP materials from any of the followfug: · Existing roadway · Contractor's RAP stockpile that bas been approved by the Department · Pepartment stockp~e NOm: The location ofDepartnient RAP material stockpiles wm be given on tlie Plans. 1. RAP Percentage .' Limit the percentage oiRAP allowed in recycled mixeS so that the overall amount of alluvial gravel does not exceed . .. 5 percent of the total mix. The percentage of alluvial gravel. local sand, llnd GroupI material in the RAP will be determined through petrographic analysis or available records. RAP furnished to the Contractor but not used in the w~rk remains the Contractor's property. RAP used in the recycled mixtures for mainline or ramps (if applicable) may make up from 0 to 40 percent of the mixture depending on the amount of RAP available, the production facilities, and whether the mixture meets the requirements in Section 828. The rilaximum ratio of RAP material to the recycled mixture is 40 percent for continuous mix type plants. and 2S ' percent for batch type plants. . 2. Process RAP Material Process RAP material to be used in the recycled mixture so that 100 percent will pass the 2 in (SO mm) sieve. Additional crushing.and sizing may be required if the RAP aggregate exceeds the maximum sieve size for the mix type as shown in .Section 828. Obtain representative ~a1s from the RAP stoCkpile for the mix design. . Delete Subsection 402.2.F and substitute thefollowing: F. RecYcled Mixture The recycled mixture shall be a homogenous mixture of RAP or RAS material, virgin aggregate, hydrated lime, and neat asphalt cement. Further, ensW'e that the mixture is appropriately treated with an approved anti-slripping agent, either a heat stable anti-slriping additive,or hydrated lime. Anti-stripping agent can be chosen at the Contractor's discretion except where noted in the Pay Item Designation. Ensure that the mixture conforms to an approved mixture design 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 anit-strip additive is used, it shall be added at a rate of 0.5 percent of the neat asphalt cement added to the mixture. Date: November IS, 2002 First Use Date -2001 Specifications: November I, 2002 DEPARTMENT OF TRANSPORTATION ' STATE OF GEORGIA SPECIAL PROVISION Section 402--Hot Mix Recycled Asphaltic Concrete Delete the payment table under Subsection 402.5 and Substitute the following: Payment wj~ be made under:. Item No. 402 Recycled asphaltic con~te.~ superpave, 9roup-blend, IncludIng bitumInouS Per ton (megagi'am) materials Item No. 402 Recycl.ed asphaltic concrete ~ $uperpave, group-blend, Incfudlng bituminous Per ton (megagram) materials and hydrated lime item No. 402 Recycied asphSltIc cOncrete ~ superpave, 9roup-blend,lncfuding Polymer- Per ton (megagram) modified bitumInous materials and hydrated lime . . Item No. 402 " in (mm) recycled asphaltfc concrete ~ supe,pave," 9roUp-blend, Per square yard (meter) Incfudlng bituminous materials . Item No. 402 In (mm) recycled asphaltic concrete ~ $uperpave, 9roup-blend, Per square yard (meter) including bituminous materials and hydrated lime . Item No. 402 In (mm) recycled asphaltic concrete ~ superpave, group-bl~d, Per square yard (meter) incfuding polymer-modlfied bituminOus materials and hydrated lime Item No. 402 Recycled asphaltic concrete patching including bituminous materials Per ton (megagrarn) Item No. 402 Recycled asphaltic concrete patching includlOO bituminous. materials and Per ton (megagram) hydrated lime Item No. 402 Recycled asphaltfc concrete leveling Includlng b~lnous materials Per tori (megagram) Item No. 402 Recyc/ed asphaltic coricrete leveling I~udlng bituminous materials and Per ton (megagram) hydrated lime Date: August 8, 2002 First Use Date 2001 Specifications: November I, 2002 DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA SPECIAL PROVISION . . . . Section 802~Aggregates for Asphaltic Concrete Delete Subsection 802.2.01.A5. Date August 8, 2002 FlfSt Use Date 2001 Specifications: November 1,2002 GEORGIA DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA SPECIAL PROVISION . Section 819-Flber ,Stabilizing Additives Delete Section 819: Page 1 Date: August 8, 2002 First Use Date 2001 Specifications: November 1,2002 DEPARTMENT OF TRANSPORTATION -STATE OF GEORGIA SPECIAL PROVISION Section 828-Hot Mix Asphaltic Concrete Mixtures Delete Subsection 828.1 and Substitute the following: 828.1 General Description This specification includes the requirements for hot mix asphaltic concrete mixtures, including: · Superpavc asphaltic concrete niixtures · Fine-graded mixtures 828.1.01 Definitions Nominal Maximum Sieve' Size: One standa<<f sieve size larger than the first sieve to retain more than ten percent. Delete Subsection 828.2. C.1.band Substitute the following: b. Design mixtures which meet the following criteria for rutting where tested using GDT.115: · Mix Design Level A - 0.3 in (7 mm) maximum · Mix Design Level B - 0.25 in (6 mm) maximum · Mix Design Level C & D - 0.2 in. (5 mm) maximum Mixtures designed prior to July 1,2001 which do opt exceed 0.2 in (S mm) J:Utting when tested at 120 "F (49 OC) using GOT-ll5 may be acceptable. . . Tests will not be required for miXtures designed exclusively for trench widening for the 4.75 mm mix. Delete Subsection 828.2.01. . . Delete Subsection 828.2.02. Date: August 8, 2002 First Use Date 2001 Specifications: November 1,2002 DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA SPECIAL PROVISION Section.883-Mineral Filler Delete Section 883. .. ~ ~ c ~ o (:t: I- W W :I: CJ) >- (:t: ~ :E :E ::> CJ) I- o W ., o (:t: Q.. o Z I- o W -, o 0::: a.. COUNTY: 'Richmond CITY: AUllusta PROJECT NO.: PROOO-S006-00 (028)\ Note: The Local Government shall certify all necessary R1W, and remove or adjust all utilities at no cost to the Department of Transportation. Note: The Local Government shall be responsible for placement, maintenance, and inspection of traffic control devices and any required erosion control devices., Note: This work shall meet all requirements ofthe Uniform FederalAccessibility . Standards (UF AS). Any additional work required by the UP AS, but not shown in this contract will be included in with the unit pric~ and no additional payment will be made. Note: The Department of Transportation's participation in constructing this project is limited to items set up for payment under this contract. All work not setup for payment under this contract will be in accordance with plans prepared by/for B & E Jackson Enf!ineers dated . Any.items or work required by these plans and not set up for payment under this contract will be the responsibility of the Local Governinentat no cost to the Department of Transportation. . . Note: It shall be the contractor's responsibility to back out the subgrade/existing shoulders toa depth as directed by the engineer. The back out material will be used in the construction of the proposed shoulders. It shall be the contractor's responsibility to prepare the sub grade in accordance with section 209 subgrade construction as written in the specifications current edition This 'Nork will not be paid for separately. The grading, preparation and compaction of the sub grade shall . be included in the unit price for the base. Note: Superelevation on curves will be in accordance with D.G.T. standard 9028-C. Note: The width of paving oftumouts for sideroads and drives shall be as required to provide a smooth and well drained transition to and from public roads and driveways, as approved by the Engineer. 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