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HomeMy WebLinkAboutDepatment of Transportation Augusta Richmond GA DOCUMENT NAME: C\~'. cl- -\"{or,,~':)()(-\-Q-\\ CJ'(} DOCUMENT TYPE: ~~~~ YEAR: ~ BOX NUMBER: O~ FILE NUMBER: \~3D NUMBER OF PAGES: ~ c7~ /I IJ33lJ DATE CONSTRUCTION' AUTHORIZED NOV 1 31997 DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA ~' " 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 : C31656-97-000-0 PCN PROJECTS AND CONTRACT NO. 3291629C10000 PRLOP-1502-1(245) C1 COUNTY : RICHMOND CODE: 102450 '-. 1. RICHMOND COUNTY NOVl 2;~= GEORGIA DEPARTMENT OF TRANSPORTATION NOTICE TO PROCEED PROJECT NUMBER: PRLOP-1502-1(245) Cl COUNTY: RICHMOND CONSTRUCTION AUTHORIZATION: DISTRICT 2 EFFECTIVE DATE: CONTRACT ID. NO.: NOVEMBER 13, 1997 C31656-97 -000-0 CONTRACT WITH: RICHMOND COUNTY DATE CONTRACT EXECUTED: NOVEMBER 12, 1997 ALEX L. DOBBS STATE TRANSPORTATION OFFICE ENGINEER DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA CONTRACT ID : C31656-97-000-0 ... INTERSECTION IMPROVEMENTS AT THREE LOCATIONS ON BARTON CHAPEL RD. ---------------------------------------------------------------------- SITE CONTRACT TIME LIQUIDATED DAMAGES . . ---------------------------------------------------------------------- 00 COMPLETE CONTRACT NONE ~ '" DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA CONTRACT SCHEDULE DATE. PAGE 09/22/97 3 CONTRACT ID: C31656-97-000-0 ; PROJECT(S) : 3291629C10000 PRLOP-1502-1 (245) C1 ------------------------------------------------------------------------------- -; LINE NO ITEM DESCRIPTION APPROX. QUANTITY AND UNITS UNIT PRICE BID AMOUNT DOLLARS I CTS DOLLARS ICTS ------------------------------------------------------------------------------- SECTION 0001 ROADWAY. 334,590.85 -------------------------------------------------------------------------------- 161-1000 EROSION 0005 CONTROL - PRLOP-1502-1(245) C1. I LUMP LUMP 372.68 ------------------------------------------------------------------------------- 171-0010 TEMPORARY SILT 0010 FENCE, TYPE A 3,500.000. 1. 75000 6,125.00 LF ------------------------------------------------------------------------------- 207-0203 FOUND BKFILL 0015 MATL, TP II 200.000 18.26000 3,652.00 CY ---.---------------------------------------------------------------------------- 310-1101 GR AGGR BASE 0020 CRS, INCL MATL 4,000.000 5.36000 21,440.00 TN ------------------------------------------------------------------------------- 318-3000 AGGR SURF CRS 0025 650.000 4.80000 3,120.00 TN ------------------------------------------------------------------------------- 402-0111 RECYCLED ASPH 0030 CONe B, GP 1 OR 2, INCL' BITUM MATL & H LIME TN 1,450.000 18.61000 26,984.50 ------------------------------------.------------------------------------------- . .. 402-0113 RECYCLED A$PH 0035 CONC E, GP 1 OR 2, INCL BITUM MATL & H LIME 1,800.000 20.73000 37,314.00 TN ------------------------------------------------------------------------------- 402-1811 RECYCLED ASPH 0040 CONC LEVELING, INCL BITUM MATL 1,570.000 20.04000 31,462.80 TN ------------------------------------------------------------------------------- 413-1000BITUM TACK COAT 0045 1,880.000 0.50000 940.00 GL -------------------------------------------------------------------------------- ~ 432-5010 MILL ASPH CONC 0050 PVMT, VARIABLE DEPTH 1,400.000 2.18000 3,052.00 SY ------------------------------------------------------------------------------- DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA CONTRACT SCHEDULE DATE PAGE 09/22/97 4 CONTRACT ID: C31656-97-00Q-0 PROJECT{S) : 3291629C10000 PRLOP-1502-1(245) C1 ------------------------------------------------------------------------------- '; LINE NO ITEM DESCRIPTION APPROX. QUANTITY AND UNITS UNIT PRICE BID AMOUNT ---------------- -------------- DOLLARS I CTS DOLLARS . I CTS ------------------------------------------------------------------------------- 436-1000 ASPHALTIC 0055 CONCRETE CURB - EXT RUDED - 6" X 6" 300.000 4..37000 1,311.00 LF ------------------------------------------------------------------------------- 441-0016 DRIVEWAY 0060 CONCRETE, 6 IN TK 3 6 0 ..0 0 0 15.59000 5,612.40 SY ------------------------------------------------------------------------------- 441-0018. DRIVEWAY 0065 CONCRETE, 8 IN TK 490.000 19.58000 9,594.20 SY ------------------------------------------------------------------------------- 441-0104 CONC SIDEWALK, 0070 4 IN 475.000 12'.01000 5,704.75 SY ------------------------------------------------------------------------------- 441-0303 CONC SPILLWAY, 0075 TP 3 1. 000 617.53000 617.53 EA ------------------------------------------------------------------------------- 441-0748 CONCRETE 0080 MEDIAN, 6 IN 15.000 . 20.36000 305.40 SY ------------------------------------------------------------------------------- 441-6012 CONC CURB & 0085 GUTTER, 6 IN X 24 IN, TP 2 LF 100.000 3.86000 386.00 ------------------------------------------------------------------------------- 441-6022 CONC CURB & 0090 GUTTER, 6 IN X 30 IN,I TP 2 LF 5,500.000 6.62000 36,410.00 ---------------------------"-----------------------------------------~---------- 500-3200 CLASS B 0095 CONCRETE . 5.000 162.87000 814.35 CY ------------------------------------------------------------------------------- , 500-3800 CLASS A ; 0100 CONCRETE, INCL REINF ; STEEL 30.000 295.28000 8,858.40 CY ------------------------------------------------------------------------------- .. 500-9999 CLASS.B CONC, 0105 BASE OR PVMT WIDENING: 50.000 85.96000 4,298.00 CY ------------------------------------------------------------------------------- DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA CONTRACT SCHEDULE CONTRACT ID: C31656-97-000-0 PROJECT(S) : 3291629C10000 PRLOP-1502-1(245) C1 DATE PAGE 09/22/97 5 " LINE NO ITEM DESCRIPTION ------------------------------------------------------------------------------- BID AMOUNT APPROX. QUANTITY AND UNITS UNIT PRICE ---------------- -------------- DOLLARS ICTS DOLLARS I CTS 550-1120 STORM DRAIN 0110 PIPE, 12 IN, H 1-10 ------------------------------------------------------------------------------- 115.000 LF 7.20000 828.00 550-1150 STORM DRAIN 0115 PIPE, 15 IN, H 1-10 ------------------------------------------------------------------------------- 170.000 LF 11.30000 1,921.00 550-1180 STORM DRAIN 0120 PIPE, 18 IN, H 1-10 ------------------------------------------------------------------------------- 1,650.000 LF 15.68000 25,872.00 550-1240 STORM DRAIN 0125 PIPE, 24 IN, H 1-10 ------------------------------------------------------------------------------- 1,150.000 LF 20.77000 23,885.50 550-1480 STORM DRAIN 0130 PIPE, 48 IN, H 1-10 ------------------------------------------------------------------------------- 30.000 LF 46.76000 1,402.80 550-1600 STORM DRAIN 0135 PIPE, 60 IN, H 1-10 ---------------------------.---------------------------------------------------- 100.000 LF 53.14000 5,314.00 ------------------------------------------------------------------------------- 550-4218 FLARED END 0140 SECTION 18 IN, STORM DRAIN 2.000 EA 230.84000 461.68 ------------------------------------------------------------------------------- 550-4224 FLARED END 0145 SECTION 24 IN, STORM DRAIN EA 3.000 273.84000 821.52 603-1018 STN PLAIN RIP 0150 RAP, 18 IN ------------------------------------------------------------------------------- SY 20.000 36.00000 720.00 603-1024 STN PLAIN RIP . 0155 RAP, 24 IN ------------------------------------------------------------------------------- SY 100.000 18.13000 1,813.00 603-2997 FILTER BLANKET ------------------------------------------------------------------------------- 0160 SY 120.000 6.47000 776.40 ------------------------------------------------------------------------------- DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA CONTRACT SCHEDULE DATE PAGE 09/22/97 6 CONTRACT ID: C31656-97-000-0 PROJECT(S) : 3291629C10000 PRLOP-1502-1(245) C1 ------------------------------------------------------------------------------- LINE NO ITEM DESCRIPTION APPROX. QUANTITY AND UNITS UNIT PRICE BID AMOUNT ---------------- -------------- DOLLARS I CTS DOLLARS ICTS ------------------------------------------------------------------------------- 611-3010 RECONSTR DROP 0165 INLET, GROUP 1 2.000 949.28000 1,898.56 EA ------------------------------------------------------------------------------- 611-3100 RECONSTR 0170 JUNCTION BOX 1.000 925.50000 925.50 EA ------------------------------------------------------------------------------- 611-9000 CAPPING MINOR 0175 STRUCTURE 2.000 305.13000 610.26 EA ------------------------------------------------------------------------------- 653-0120 THERMOPLASTIC 0180 PVMT MARKING, ARROW, TP 2 24.000 32.69000 784.56 EA ------------------------------------------------------------------------------- 653-0210 THERMOPLASTIC 0185 PVMT MARKING, WORD, TP 1 10.000 41.57000 415.70 EA ------------------------------------------------------------------------------- 653-1501 THERMOPLASTIC 0190 SOLID TRAF STRIPE, 5 IN, WHITE LF 2,800.000 0.17000 476.00 ------------------------------------------------------------------------------- 653-1502 THERMOPLASTIC 0195 SOLID TRAF STRIPE, 5 IN, YELLOW LF 11,000.000 0.17000 1,870.00 ------------------------------------------------------------------------------- 653-1604 THERMOPLASTIC 0200 SOLID TRAF STRIPE, 18 IN, WHITE LF 90.000 1.42000 127.80 ------------------------------------------------------------------------------- 653-1704 THERMOPLASTIC 0205 SOLID TRAF STRIPE, 24 IN, WHITE LF 165.000 2.22000 366.30 ------------------------------------------------------------------------------- 653-1804 THERMOPLASTIC , 0210 SOLID TRAF STRIPE, 8 IN, WHITE LF 150.000 0.56000 84.00 ------------------------------------------------------------------------------- . - 653-3501 THERMOPLASTIC 0215 SKIP TRAF STRIPE, 5 IN, WHITE 740.000 0.09000 66.60 GLF ------------------------------------------------------------------------------- DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA CONTRACT SCHEDULE DATE PAGE 09/22/97 7 CONTRACT ID: C31656-97-000-0 PROJECT(S) : 3291629C10000 PRLOP-1502-1(245) C1 ------------------------------------------------------------------------------- LINE NO ITEM DESCRIPTION APPROX. QUANTITY AND UNITS UNIT PRICE BID AMOUNT DOLLARS I CTS DOLLARS ICTS ------------------------------------------------------------------------------- 653-3502 THERMOPLASTIC 0220 SKIP TRAF STRIPE, 5 IN, YELLOW 650.000 0.10000 65.00 GLF ------------------------------------------------------------------------------- 653-6004 THERMOPLASTIC 0225 TRAF STRIPING, WHITE 390.000 1.58000 616.20 SY ------------------------------------------------------------------------------- 653-6006 THERMOPLASTIC 0230 TRAF STRIPING, YELLOW 1,000.000 1.58000 1,580.00 SY ------------------------------------------------------------------------------- 654-1010 RAISED PVMT 0235 MARKERS TP 10 30.000 17.49000 524.70 EA ------------------------------------------------------------------------------- 668-1100 CATCH BASIN, 0240 GP 1 25.000 886.52000 22,163.00 EA ------------------------------------------------------------------------------- 668-1110 CATCH BASIN, 0245 GP 1, ADDL DEPTH 15.000 89.50000 1,342.50 LF ------------------------------------------------------------------------------- 668-1200 CATCH BASIN, 0250 GP 2 2.000 1,146.30000 2,292.60 EA ------------------------------------------------------------------------------- 668-1210 CATCH BASIN, 0255 GP 2, ADDL DEPTH 10.000 143.26000 1,432.60 LF ------------------------------------------------------------------------------- 668-2100 DROP INLET, GP 0260 1 19.000 570.96000 10,848.24 EA ------------------------------------------------------------------------------- 668-4300 STORM SEWER . 0265 MANHOLE, TP 1 2.000 834.84000 1,669.68 EA ------------------------------------------------------------------------------- 668-4311 STORM SEWER 0270 MANHOLE, TP 1, ADDL DEPTH, CL 1 2.000 101.21000 202.42 LF ------------------------------------------------------------------------------- DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA CONTRACT SCHEDULE DATE PAGE 09/22/97 8 ~ CONTRACT ID: C31656-97-000-0 PROJECT(S) : 3291629C10000 PRLOP-1502-1(245) C1 ------------------------------------------------------------------------------- LINE NO ITEM DESCRIPTION APPROX. QUANTITY AND UNITS UNIT PRICE BID AMOUNT DOLLARS . I CTS DOLLARS ICTS ------------------------------------------------------------------------------- 668-4400 STORM SEWER 0275 MANHOLE, TP 2 1. 000 1,211.74000 1,211.74 EA ------------------------------------------------------------------------------- 668-4411 STORM SEWER 0280 MANHOLE, TP 2, ADDL DEPTH, CL 1 4.000 122.00000 488.00 LF ------------------------------------------------------------------------------- 668-5000 JUNCTION BOX 0285 2.000 808.23000 1,616.46 EA ------------------------------------------------------------------------------- 668-7000 DRIVEWAY GRATE 0290 INLET, SPECIAL DESIGN, PIPE SIZE - EA 1. 000 5,125.12000 5,125.12 , ------------------------------------------------------------------------------- 668-7012 DRAIN INLET, 0295 12 IN 6.000 284.40000 1,706.40 EA ------------------------------------------------------------------------------- 706-1003 TURF 0300 ESTABLISHMENT, TP C 3.500 540.00000 .1,890.00 AC ------------------------------------------------------------------------------- ITOTAL BID 334,590.85 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- THIS AGE~~MENT~D~AND ENTERED INTO THIS THE I~DAY OF ~An~f19~ BX AND BETWEEN THE DEPARTMENT OF TRANSPORTATION PARTY OF THE FIRST PART (HEREINAFTER CALLED THE DEPARTMENT) AND THE COMMISSIONERS OF---RICHMOND ---COUNTY (HEREINAFTER CALLED THE COUNTY) WHO HAVE BEEN DULY AUTHORIZED TO ,EXECUTE THIS AGREEMENT: WITNESSETH: WHEREAS, THE DEPARTMENT AND THE COUNTY DESIRE THE IMPROVEMENT AND CONSTRUCTION OF A CERTA'IN FACILITY AND THE COUNTY 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 TH~ SUM OF ONE DOLLAR ($1.00) BY EACH OF THE 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 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 THE CHIEF ENGINEER AND WHICH SAID PLANS AND SPECIFICATIONS ARE HEREBY MADE PART OF THIS AGREEMENT AS FULLY AND TO THE SAME 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 SPECIAL PROVISIONS INCLUDED IN AND MADE A PART OF THIS CONTRACT. (2) IT IS UNDERSTOOD THAT MATERIAL PITS ARE TO BE FURNISHED BY THE COUNTY AT NO COST TO THE DEPARTMENT OF TRANSPORTATION. (3) IT IS UNDERSTOOD T~T 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 UTILITY OWNERS FOR ANY REMOVAL AND RELOCATIONS ~ECESSARY. THE (COUNTY/CITY) SHALL GIVE THE UTILITY OWNERS AMPLE NOTICE, OF THE IMPENDING CONSTRUCTION, TO ALLOW TIME FOR ENGINEERING AND: MATERIAL ORDERS REQUIRED FOR ANY REMOVAL AND RELOCATIONS NECESSARY. ALSO, THE (COUNTY/CITY) AGREES TO CLEAR RIGHTS-OF-WAY OBSTRUCTIONS WITHOUT EXPENSE TO THE DEPARTMENT ,OF TRANSPORTATION. FOR PURPOSES OF APPLYING PROVISION OF THIS PARAGRAPH; RAILROADS ARE: CONSIDERED UTILITIES. IN ADDITION TO THE FOREGOING, THE (COUNTY/CITY) SHALL OBTAIN APPROVAL OF PLANS AND ACQUIRE EASEMENTS OR OTHER PROPERTY RIGHTS FROM THE RAILROAD FOR CONSTRUCTION WITHIN RAILROAD PROPERTY/RIGHT 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 GIVEN. (5) THE WORK SHALL BEGIN:WITHIN TEN DAYS AFTER ,NOTIFICATION TO BEGIN WORK BY THE CHIEF ENGINEER TO THE COUNTY THE WORK 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 COUNTY, 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 AND TO THE 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 OF D~L~Y IN THE PROSECUTION OF THE WORK BY THE COUNTY SHALL BE FINAL AND CONCLUSIVE . (7) THE COUNTY AGREES TO PERFORM ALL EXTRA WORK THAT MAY BE REQUIRED OF THEM ON THE BASIS OF ACTUAL COST. I (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 CERTIFI~S THAT THE PROVISIONS OF CODE SECTIONS 50-24-1 THROUGH 50-24-6 OF THE OFFICIAL CODE OF 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. ' . I . 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 CONTRACT. ------------------------------------------------------------------- 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 THE BOARD MEMBER FOR THE COUNTY, WHO HAS BEEN DULY AUTHORIZED BY THE COMMISSIONERS OF SAID COUNTY, WHO HAVE HERETO SET THEIR HAND THIS DAY AND YEAR AS SHOWN BELOW. ***********************************~:c: FED ID NO. /IRS NO. 58' 4>000 ~ tS *************************************** EXECUTED ON BEHALF OF THE DEPARTMENT OF TRANSPORTATION THIS THE I Z. DAY OF EXECUTED ON BEHALF OF ---RICHMOND COUNTY THIS BY: ~ OMMISSIONER MEMBER RECOMM NDED: ~v1 ?!hJk;.. ~ DIVISION DIR CTOR . \ t -'1-0/1 WITNESS FOR COUNTY: '-!7CLxry. i) 7n&2~ THIS CONTRACT APPROVED BY THE COUNTY COMMISSIONER?e A tJt;P ~D Ti q? AY OF /JJJ~ 19 1/1 This docUMlnt .,preVl4 as .1/!'.?1~7 DATE: WITNESS FOR THE DEPARTMENT OF TRANSPORTATION: J Ice CONTRACT ID DEPARTMENT OF' TRANSPORTATION STATE OF GEORGIA DATE: 09/17/97 PAGE: 1 SPECIAL PROVISIONS C31656-97-000-0 INTERSECTION IMPROVEMENTS AT THREE LOCATIONS ON BARTON CHAPEL RD. S.P. CODE ------------------------------------------------------------------------------- SPECIAL PROVISIONS DESCRIPTION ------------------------------------------------------------------------------- l07-1-93-SP 108-1-93-SP l09-1-93-SP 161-2-93-SP 400-2-93-SP 402-1-93-SP 'A96-0-00-SP A97-0-00-SP A98-0-00-SP A99-0-00- LEGAL REGULATIONS (ENVIRONMENTAL)COUNTY/CITY CONTRACTS WAIVE PROGRESS SCHEDULE PARTIAL PAYMENT-(CITY/COUNTY CONTRACTS) SOIL EROS~ON & SEDIMENTATION (COUNTY/CITY CONTRACTS) ASPHALTIC 'CONCRETE (COUNTY CONTRACTS) CYCLED ASP LTIC C NCRETE COUNTY CONTRACTS) I PLANS (5 , . I .'u ...., \ li Revision: May I, 1994 DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA SPECIAL PROVISION SECTION 107 - LEGAL REGULATIONS AND RESPONSIBILITY TO THE PUBLIC DELETE SUB-SECTION 107.23 ;AS WRIT~EN AND SUBSTITUTE THE FOLLOWING: 107.23 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 I, 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 Pol'icy Act (GEPA), of 1991. In compliance with GEPA, those projects for \'/hich 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 mun~cipality or County. The "responsible official of' the government agency sh4ll determine if a proposed governmental action is a proposed governmental action which may significantly adversely affect the quality of the environment~'. A. THE r:OLLOWING PROJECTS WOULD NOT SIGNIFICANTLY ADVERSELY AFFECT THE QUALITY OF THE ENVIRONMENT: Non-land disturbingl activities and minor land disturbing activities which would not be, anticipated to significantly adversely affect the quality of the env,ironment 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. I 1. Minor roadway an~ non-historic bridge projects. a. ' Modernization of an existing highway by resurfacing. restoration. rehabilitation, adding' shoulders. widening a single lane or less in eac~ dIrection. and the addition of a median within previously d~sturbed existing 'right-of-way_ I b. Adding auxiliary lanes for localized purposes (weaving. climbing. speed change~t etc.). and correcting substandard curves and intersections within previously disturbed existing right-of- way. c. Non-historic bridge replacement projects in existing alignment with no detour bridge. ,. . ... . 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 proj'ects. where there are no significant -adverse impacts to historic or archaeological resources, no involvement with Federally listed threatened 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. 4. 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 repo~t (EER) will be undertaken along with full GEPA compliance. C.THE FOLLOWING PROJECTS HAY SIGNIFICANTLY ADVERSELY AFFECT THE QUALITY OF THE ENVIRONMENT. This' category of project may projects. If such projects an EER shall be prepared. include major widening and new' location result in a significant adverse 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 wetlands, 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; i.' Comments of agencies which have jurisdiction by law, special expertise. or other interest with respect to any environmental impact or resource; . . ,. . .... . '\\l 3. At least 4S days prior, to .making a decision as to whether to proceed, with the undertaking, publish in the "l~gal organ of each county in which the proposed governmental action or any part thereof :1s to occur notice that, an environmental effects report has been prepared". 4. The' County or municipality shall send a copy of the EER and all other comments to the Dire~tor, 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 r~quirements 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, 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 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 3Q334 Any mitigation. measures identified in the EER will be incorporated. into the final project plans. Office of State Aid '. \ 108195SP DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA . SPECIAL PROVISION FIRST USE 1995 SPECIFICATIONS JULY 1, 1995 SECTION 108 - PROSECUTION AND PROGRESS FOR THIS PROJECT; THE PROGRESS SCHEDULE REQUIRED BY ARTICLE 108.03, NEED NOT BE SUBMITTED. September 15, 1997 DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA SUPPLEMENTAL SPECIFICATION SECTION 109 - MEASUREMENT & 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 ~ " .. 161295SP DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA SPECIAL PROVISION FIRST USE 1995 SPECIFICATIONS JULY 1, 1995 REVISED: NOVEMBER 6, 1995 ',1 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. . June, 1997 DEPARTMENT OF TRANSPORTATION STA TE OF GEORGIA SPECIAL PROVISION SECTION 400 - HOT MIX ASPHALTIC CONCRETE CONSTRUCTION (FOR STATE AID CONTRACTS ONLY) 400.05 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 to 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.F.: CONSTRUCTION':OF CONTROL STRIPS AND DETERMINATION OF TARGET DENSITY: Delete this Subsection and substitute the following. Construction 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. . 400.05.G.: MIXTURE NOT REQUIRING CONTROL STRIPS: Delete this Subsection and substitute the following: 400.05.G.: MIXTURE NOT REQUIRING COMPACTION TESTS: For Asphaltic Concrete with a plan spread rate of 125 Ibs.lyds2 or less, density tests will not be . required. These courses shall be compacted as follows: I.COMP ACTION EQUIPMENT: The compaction equipment 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 ~equired: . a. One steel wheel breakdown roller weighing at least 10 tons or vibratory roller operating at a low amplitude and at a minimum frequency of 47 Hz. b. One rubber tire'roller weighing at least 8 tons or exerting at least 80 Ibs/in2 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 Pneuinatic- Tired roller, and 2 coverages with the steel wheel finish roller. 400.07. ACCEPTANCE PLANS: Delete all references to pay adjustments and pay factors. In addition, Delete 400.07.A, Gradation and Asphalt Cement Content, except for Tables 400.07 A. l. and 400.07 A.2., and substitute the following: 400.07.A. CONTRACTOR ACCREDITATION OF MATERIALS SAMPLING AND TESTING OF HOT MIX ASPHALTIC CONCRETE: Asphaltic Concrete Mixture shall be randomly sampled and.tested by the Contractor or Contractor's Representative. In addition, these tests results may be used for Acceptance on a Lot basis. I. QUALITY CONTROL PROGRAM: This Quality Control. Program allows the Department to accept the Contractor's quality control tests as Acceptance Tests for Asphaltic Concrete mixtures. The Contractor'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. 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 Contractor and shall become a part of the project records. The Quality Control Program shall be submitted for approval prior to beginning the Work. 2. CERTIFICATION REQUIREMENTS: The Office of Materials and Research will . certify the Contractor'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 Levell requirements, be capable of and responsible for making process control adjustments. The Engineer shall be notified in writing of any change in Quality Cont~ol personnel. The Contractor shall have at least one designated QCT personnel at the plant at all times except when daily total weight for .all mix types is to be less than 250 tons. If daily producti9.n for all mix types is less than 250 tons, the QCT may be responsible for conducting tests for up to two plants. In addition, the Contractor 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 mix. 3. SAMPLING AND TESTING 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 Contractor's QCT shall perform all Sampling and Inspection duties in accordance with GSP-21. The Contractor'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. The Contractor. shall maintain a Process Control Flow chart for each sieve specified on the Job Mix Fo~ula 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 of the Standard Specifications. . If Acceptance test result.s are outside Mixture Control Tolerances specified in Section 828, the Contractor 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 Contractor QCT obtains 2 consecutive Accep~ance samples out of the Mixture Control Tolerances specified in Section 828, production will stop immediately and the problem with mixture control will be investigated and corrected by the Contractor's Level 2 QCT personnel prior to restarting production. The QCT shall measure the temperature of the mixture apd record the results on the load ticket each time a sample is taken. This will be required for all mixes except Asphaltic Concrete "D", "D modified" 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, reco"rds 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 Contractor's Quality Control Program. For clarification, Department samples taken from opposite quarters of material sampled by the Contractor 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 Department comparison testing. In addition, the reIl1aining 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 Contractor's Acceptance Test results meet a 1.0 Pay Factor and if the Department does. not procure these samples retained within two 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 Contractor's testing techniques are yielding accurate results. Results of Department tests will be compared to the respective Contractor's Acceptance tests. The maximum tolerance allowed for Comparison Samples as defined above shall be as follows: MAXIMUM DIFFERENCE SIEVE SIZE SURFACE INTERMEDIATE AND BASE 11/2" 1" 3.5% 3.5% 3.5% 3.5% 2.5% 2.0% 0.4% 4.0% 4.0% 4.0% 4.0% 3.5% 3.0% 2.0% 0.5% 1/2" 3/8" No.4 No.8 No. 200 A.C. If Comparison tests are within these tolerances, production may continue and at the discretion of the Engineer, the Contractor'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 Contractor's tests can be used as Acceptance Tests for the effected Lot. If tests results are riot within these tolerances, the Contractor'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 Contractor'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. c. The Department shall randomly take and test a minimum of two Quality Assurance (QA) samples from each five days of production to assure that the mixture is being adequately controlled and accurately sampled arid 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 shall immediately 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.. . 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 Contractor. Failure to take prompt, effective action will be cause for the Engineer to discontinue acceptance of the mix. If it is determined by the Department that. the QCT has provided erroneous information, his or her certification may be withdrawn, and the Contractor 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. In-place material represented by unacceptable tests will. be evaluated by cores in accordance with Subsection 400.07.F. These samples shall be used for acceptance. 5. GRADATION AND ASPHALT CEMENT CONTENT: A Lot shall consist of the number of tons. of Asphaltic Concrete produced and placed each production day; however, if this production is less than 500 tons, or its square yard equivalent, it may be incorporated in the next working day's production. In the event the final day's production is insufficient 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. Quality Control of the mixture will be based upon the mean of the deviations from the .J ob Mix Formula of the specified number of test results per Lot in accordance with the .Mixture Acceptance Schedule. This mean will be determined by averaging the actual numeric value of the individual deviations from the Job Mix Fonnula, disregarding whether the deviations are positive or negative amounts. Table 400.07.A.l. shall be used to determine acceptance of all surface mixes and Table 400.07.A.2. shall be used to determine acceptance of all subsurface mixes. The samples will be taken randomly in accordance with GDT-73. In the event less than the specified number of samples are taken, acceptance will be based on the mean of the deviations from the Job Mix Formula of the number of tests run. 400.07B.: COMPACTION: Delete this Subsection. 400.07.C.: SURFACE TOLERANCE: Delete as written 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 contractor. The surface of base, intermediate, and surface courses shall be inspected with the straightedge as necessary to detect irregularities. . All irregularities in excess of 3/16 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. The paving operation shall be stopped until appropriate steps are taken by the contractor to correct the problem. 400.07.D.: 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, for all other operations necessary to complete the Contract Item. _ PAYMENT WILL BE MADE UNDER: ITEM NO. 400 Asphaltic Concrete (Type), (Group-Blend) including Bituminous material and Hydrated Lime.......................................................Per Ton ITEM NO. 400 in. Asphaltic Concrete (Type), (Group-Blend) including Bituminous material and Hydrated Lime .......................................Per-Square Yard ITEM NO. 400 Asphaltic Concrete Patching including Bituminous material and Hydrated Lime......................... .................... ............ ........................................................................................................Per Ton ITEM NO. 400 Asphaltic Concrete Leveling including Biturilinous material and Hydrated Lime.......................................................................... .Per Ton Office of Materials and Research .. Revised June 18, 1997 DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA SPECIAL PROVISION (For State Aid Contracts Only) SECTION 402 - HOT MIX RECYCLED ASPHALTIC CONCRETE 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 cement. 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 Contractor' 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-stripping 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 and Hydrated Lime ........per Ton Item No. 402 _ Inch Recycled Asphaltic Concrete, ~, Group-Blend, Including Bituminous Material and Hydrated Lime ........per Square Yard 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 and Hydrated Lime ........per Ton Office of Materials and Research June 18, 1997 DEPARTMENT OF TRANSPORTATION STA TE OF GEORGIA SJ>ECIAL PROVISION (For State Aid Contracts Only) 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") that have not been "air-blown" to achieve the. perfonnance 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 ORIGINAL TEST AND TEST TEMPERATURE BINDER RESIDUE OF BINDER AFfER: METHOD 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 Shear, 580 C 640 C 670C 760 C ~ 1.0 kPa ~ 2.2 kPa G*/sinS, AASHTO: Phase TP5, 10 RadlSec Angle S 75 deg. Dissipated Energy, Dynamic Shear, 250C S 5000 kPa G*sino, AASHTO: TP5. 10 Rad/Sec Creep Stiffness (c), S S 300,000 kPa 60 sec. AASHTO . }20 C m ~ 0.300 TPl Direct Tension, 1.0 mmlmin. AASHTO: - }20 C Report TP3. FaiJure Strain June 18, 1997 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. b. Heat loss by AASHTo: T -179 may be accepted In lieu of mass loss by AASHTO: T-240. c If the creep stiffness is below 300,000 kPa, the direct tension test is not required. If the creep stiffness 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 info 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 PO 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 intenupt the production until test results are known. Materials and Research Revised June 18, 1997 DEPARTMENT OF TRANSPORTATION STA TE OF GEORGIA SPECIAL PROVISION (For State Aid Contracts Only) SECTION 828 - HOT MIX ASPHALTIC CONCRETE MIXTURES Add the following at the end of Subsection 828.01. K. Mixture Designations shall be in accordance with the following: OLD DESIGNA nON METRIC DESIGNA nON Large Stone Mix (LSM) Base B B-Modified E F H G Sand Asphalt I and II Sand Asphalt Base D D-Modified Porous European Mix (PEM) SMA-C SMA-F SMA~F 25 mm Mix 19 mm Mix 19 mm Modified Mix 12.5 mm Mix 9.5 mm Mix 9.5 mm Modified Mix 4.75 mm Mix 9.5 mm SA 12.5 mm SA 9.5 mm OGFC 12.5 mm OGFC 12.5 mm PEM 19 mm SMA 12.5 mm SMA 9.5 mm SMA SUPERPAVE DESIGNA nON 37.5 mm Superpave 25 mm Superpave 19 mm Superpave 19 mm Superpave 12.5 mm Superpave 9.5mm Superpave 9.5 mm Superpave 4.75 mm Mix 9.5 mm SA 12.5 mm SA 9.5 mm OGFC 12.5 mm OGFC 12.5 mm PEM 19 mm SMA 12.5 mm SMA 9.5 mm SMA 828.08 RUTTING SUSCEPTmILITY TESTING: Delete this Subsection and substitute the following: The Office of Materials and Research may run a rutting susceptibility test on any asphalt mixture used in construction. 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