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Home My WebLink AboutGeorgia Department of Transportation Augusta Richmond GA DOCUMENT NAME: G e.ore'J i ()- ~(A.A-~ \: 0..(::- .10-{\~r~~0'C ~"on DOCUMENT TYPE: CO(\~(L+ YEAR: )4 ~ to BOX NUMBER: " FILE NUMBER: } ?-lolo L\ NUMBER OF PAGES: 33 " "1 ",... , i ....,- ,. I ii ff If , \, "" - GEORGIA DEPARTMENT OF TRANSPORTA TION NOTICE TO PROCEED ~ I' PROJECT NUMBER: PRLOP-200-3(245) C1 w/~ COUNTY: RICHMOND CONSTRUCTION AUTHORIZATION: DISTRICT 2 EFFECTIVE DATE: MAY 7, 1996 CONTRACT ID. NO.: C-31653-960-0 CONTRACT WITH: RICHMOND COUNTY ALEX L. DOBBS STA TE TRANSPORTATION OFFICE ENGINEER /" i l' r -- ,'. DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA DATE CONSTRUCTION AUTHORIZED MAY 071996 .. .... i', CONTRACT DO NOT UNSTAPLE THIS BOOKLET....ENTER ALL REQUIRED INFORMATION ---------------------------- EITHER BY HAND OR BY STAMP. DATE OF OPENING NONE CALL ORDER CONTRACT 10 : C-31653-960-0 PCN PROJECTS AND CONTRACT . . ------------------------------- 3290896-CI-000-0 PRLOP-200-3(245) Cl COUNTY : RICHMOND CODE: 1-02450 1. RICHMOND COUNTY .. ., .' 1 'i' CONTRACT 10 : C-31653-960-0 DRAINAGE IMPROVEMENTS ON CR 200 (WHEELESS RD). DBE GOAL : , . SITE 7' 00 NONE COMPLETE CONTRACT .. 0.0% CONTRACT TIME WBE GOAL : 0.0% LIQUIDATED DAMAGES $ 0.00 rpAGE 1 ., I r r- r 03/21/96 PAGE 2 DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA CONTRACT SCHEDULE CT ID : C-31653-960-0 PROJECT(S) : 3290896-C1-000-0 PRLOP-200-3(245) C1 : LINE 1 NO I I ITEM DESCRIPTION APPROX. QUANTITY AND UNITS I UNIT PRICE 1 BID AMOUNT 1----------------1------------- 1 DOLLARS 1 CTS I DOLLARS ICTS SECTION 0001 ROADWAY 243.,257.60 1161-1000 EROSION 1 I I 00051CONTROL - 1 LUMP I LUMP I 162.00 IPRLOP-200-3(245) C1 1 1 1 ------------------------------------------------------------------------------- 1171-0010 TEMPORARY SILT I 1 1 0010IFENCE, TYPE A I 400.0001 1.500001 600.00 I 1 LF 1 I ------------------------------------------------------------------------------- 1204-0001 CHANNEL 1 I 1 0015!EXCAVATION I 2,050.0001 5.250001 10,762.50 I ICY 1 I ------------------------------------------------------------------------------- ,1207-0203 FOUND BKFILL I 1 1 00201MATL, TP II I, 800.0001 17.000001 13,600.00 I ICY I 1 ------------------------------------------------------------------------------- 1303-0128 TPSL, SD-CL" - I 1 I 002510R CHERT BASE CRS, CL A; 1 3,800.0001 1.580001 6,004.00 18 IN, INCL MATL 1 SY 1 I ------------------------------------------------------------------------------- 1318-3000 AGGR SURF CRS I I I 00301 I 480.0001 4.800001 2,304.00 I ITN 1 I ------------------------------------------------------------------------------- 1402-0116 RECYCLED ASPH I I I 00351CONC H, GP 1 OR 2, INCL I 300.0001 18.290001 5,487.00 I BITUM MATL & H LIME ITN I I ~ 1402-0120 RECYCLED, ASPH 1 I 0040lcONC BASE, GP 1 OR 2, I 900.0001 18.060001 16,254.00 IINCL BITUM MATL & H LIME ITN I 'I ------------------------------------------------------------------------------- 1402-1811 RECYCLED ASPH I 1 I 00451CONC LEVELING, INCL I 125.0001 18.880001 2,360.00 IBITUM MATL ITN I I ------------------------------------------------------------------------------- 1413-1000 BITUM TACK I I I 0050lcOAT 1 400.0001 0.470001 188.00 I IGL I I -:- I 'i~ J I DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA CONTRACT SCHEDULE 03/21/96 PAGE 3 CT ID : C-31653-960-0 PROJECT(S) : 3290896-C1-000-0 PRLOP-200-3(245) C1 LINEI ITEM I APPROX. I UNIT PRICE 1 BID AMOUNT NO I DESCRIPTION I QUANTITY 1----------------1------------- I I AND UNITS I DOLLARS I CTS I DOLLARS ICTS ------------------------------------------------------------------------------- 1441-0016 DRIVEWAY I I I 0055 I CONCRETE, 6 IN TK I 80.0001 14.270001 1,141.60 I I SY I I ------------------------------------------------------------------------------- 1441-0104 CONC SIDEWALK, I I I 006014 IN I 780.0001 7.500001 5,850.00 I I SY 1 I --------------------------------------------------------------------~---------- '1441-6022 CONC CURB & I I I 0065IGUTTER, 6 IN X 30 IN, TP I 1,300.0001 4.280001 5,564.00 \2 I LF I I ------------------------------------------------------------------------------- r500-3800 CLASS All 1 0070ICONCRETE, INCL REINF I 38.0001 305.000001 11,590.00 I STEEL I CY I I ------------------------------------------------------------------------------- 1550-1150 STORM DRAIN I I' I 00751PIPE, 15 IN, H 1-10 I, 10.0001 10.450001 104.50 I I LF I 1 ------------------------------------------------------------------------------- /550-1720 STORM DRAIN I I I 00801pIPE, 72 IN, H 1-10 I 1,430.0001 96.000001 137,280.00 I ILF 1 I ------------------------------------------------------------------------------- 1603-0006 STONE BLANKET I I, I 0085 I PROTECTION, 6 IN I 400.0001 12.790001 5,116.00 I 1 SY 1 I ------------------------------------------------------------------------------- 1668-500'5 JUNCTION BOX, I I I 0090lsPCL DES I 5.0001 3,688.000001 18,440.00 I lEA I I --------------------------------------------------------~---------------------- 1706-1003 TURF I I I 0095/ESTABLISHMENT, TP C 1 ' 1.0001 450.000001 450.00 I lAC I I ------------------------------------------------------------------------------- ITOTAL BID I I 243,257.60 =============================================================================== " r . THIS AGREEMENT MADE AND ENTERED INTO THIS THE DAY OF MAY 0 6\996 19 BY 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 CERTAIN 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 THE 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 SUPPLEM~NTAL SPECIFICATIONS AND 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 THAT THE DEPARTMENT OF TRANSPORTATION WILL NOT PARTICIPATE IN THE COST OF ANY UTILITY FACILITY REMOVAL AND RELOCATIONS NECESSARY IN CONNECTION WITH CONSTRUCTION OF THIS PROJECT, UNLESS OTHERWISE SPECIFIED IN THE CONTRACT. THE (COUNTY/CITY) SHALL BE RESPONSIBLE FOR HANDLING THE ARRANGEMENTS WITH UTILITY OWNERS FOR ANY REMOVAL AND RELOCATIONS NECESSARY. 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 QUANTITJES 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 $TATE 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 DELAY 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. (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 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 (~) OF CODE SECTION 50-24-3. ' ALSO THE UNDERSIGNED FURTHER CERTIFIES THAT HE WILL NOT ENGAGE IN THE UNLAWFUL MANUFACTURE, SALE, DISTRIBUTION, DISPENSATION, POSSESSION, OR USE OF A CONTROLLED SUBSTANCE OR MARIJUANA DURING THE PERFORMANCE OF THE 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. *******************~***91**~***** FED 10 NO. fIRS NO. s:s CJ' *************************************** EXECUTED ON BEHALF OF THE DEPARTMENT OF TRANSPORTATION THIS THE BY: DATE: MAY 0 2 1996 WITNESS FOR THE DEPARTMENT OF TRANSPORTATION: -Jj}JYWvf0~ EXECUTED ON BEHALF OF ---RICHMOND COUNTY THIS 19.$ ~O,:/U"!2;. J THIS CONTRACT APPROVED BY THE COUNTY COMMISSIONERS AT A ~ Ol;g/:/UJ)l1lruLj d//?4;p1V 19~ ,,'1! L ,.., ",;.,., ~ "1 ~ ~ ~ i ~~?)~~i~;<<~if;€?~,1L ~~,:: ~,... 0 '1',"J""';""#!'k' ,0"' --J ~ """.0 ~..:.i;'~:..iit~ ....-. .l~ :::: it! f r ~A o. F.~1: ,;~ 0" ' tr;d "A 00 1~6 o. rl 'fa. Go eO L.;1 ,-~ .ooooc:tooo CJ' ~~\\ G~ORG1/'.~_-- \.\\.'\\..."."......~~ DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA SPECIAL PROVISIONS 03/21/96 PAGE 1 CT 10 : C-31653-960-0 DRAINAGE IMPROVEMENTS ON CR 200 (WHEELESS RD). S.P. CODE SPECIAL PROVISIONS DESCRIPTION 107190SP 108178SP 161289SP 400287SP 402189SP A93000SP A94000SP A95000SP A96000SP A97000SP A98000SP A99000 LEGAL REGULATIONS (ENVIRONMENTAL)COUNTY/CITY CONTRACTS WAIVE PROGRESS SCHEDULE SOIL EROSION & SEDIMENTATION COUNTY/CITY CONTRACTS -ASPHALTIC CONCRETE (COUNTY CONTRACTS, LARP, LAB & AIRPORTS) HOT MIX RECYCLED ASPHALTIC CONCRETE CO. CTS.,LARP & AIRPORT 1993 STANDARD SPECIFICATIONS EDITORIAL CORRECTIONS iF ENG~EE~ . . ~.j~~~1l ~~~~~!*l~~~~ PLANS (.J' ), .. , . . . .. ...; .. , ,....... . :,1 ' i.J.r '. . # Revisions Hay l~ 1994 DEPARTMENT OF TRANSPORrATION STATE OFtCEORGIA SPECIAL PROVISION SECTION 107 - LEGAL REGULATIONS AND RESPONSIBILITY TO ~E PUBLIC ~ODIFICATION TO THE CURRENT STANDARD SPECIFICATIONS DELETE SUB-SECTION 107.23 AS WRITTEN AND SUBSTITUTE THE FOLLOWINGs 107.23 ENVIRONMENTAL OONSIDERATIONSs, 'All environmental considerations and clear~nces shail be the responsibility of the County' or municipality to meet, including the requirements of Section 404 of the Clean Water Act (33 USC 1344). Af:~r Jul)' 1, 1991, State funded projects must comply "lith th~ requirements of Ch&!pter 16 of Title '.2 of the Of:icial Coc!e ()f Ceorgia Annotated, the ~eo:-gia Environmental Polic)' Act (GEPA}, of 1991. In compliance "lith CEPA, those projects for ,.!hich Federal funding is so~ght, and NEPA. cOi.llpliance is accomplished, are exempt fro~ the requirements of CEPA. CE?A requires that environmental docu~entation be accomplished for County or City projects if more than 50 percent of the total project cost is funded by a grant of a State Agency or a grant of more than $250,000 Is made by the State Agency to the municipality or Coun~y. The "'responsible official of the government agency shall determine if a proposed governmental Act;ion 18 a. proposed governmental action vhich may significantly adversely affect the quality of the environment". !\. T1IE F:OLLOM'ING PROJECTS WOULD NOT SIGNIFICANTLY ADVERSELY UP'ECT. TIlE QUALITY OF THE ENVIRONMENTs Non-land disturbi1\g activities and minor land disturbing activities which would not be anticipated to significantly adversely affect the quality of the environment include the followi,ng Ust. These types of projects funded with state money would not be subject to environmental -; assessment of any kind. Hearing procedures outlined in CEPA would not ' be applicable. 1. Minor ~oadvay ~nd non-historic' bridge project.. a. Moderniza~ion of an existing highvay by resurfacing, restoration, rehabil1tation, adding shoulders, videning a single lane or les.) in each direction, and the addition of a median vithin previously disturbed existing right-of-vay. b. Adding auxiliary lanes for localized purposes ("leaving, climbing, speed changes, etc.), and correctingsubstanda~d curves and intersections vithin previously dist~rbed existing rig~t-of- ..,ay. c. Non-historic bridge replacement projects in existing alignment ..,ith no detour bridge. .-- ..~ -).. . r-) I' r , .~ '..~ 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 ba~riers. etc. . 4. Highway landscaping and landscape modification. rest area projects and truck veigh stations vithin previously disturbed existing right- of vay. ' 5. Construction of bus shelters and bays vithin existi~g right-of-~ay. 6. Temporary replacement of a highway facility which is commenced immediately after the occurrence of a natural disaster or catastrophic failure to restore t~e highway.for the health. welfare. and safety of the public. B. THE FOLLOWING PROJECTS KAY NOT SIGNIFICANTLY ADVERSELY AFFECT THE QUALITY OF THE ENVIRONMENT: For projects which will cause land disturbance and for which the~e is no anticipation that the project may significantly adversely affect the qlJality 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 vill be accomplished through he use of the "GEPA Investigation Studies" checklist. The types of project vhich vould fall under the category would include: 1. Bridge replacement project on new location or vith a detour bridge. v~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 vetlands. 2. Passing lanes. median additions and videning projects. where there-: are, no significa.nt adverse impacts to historic or archaeological resources. no involvement vith Federally listed threatened and endangered species and no .ignificant adverse impact to vetlands. 3. Safety and intersection improvement. 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 vetlands. - 4. 'Rest area projects and truck weight stations vith no purchase of additional right-of-way., s. New location projects vhere there are no significant adverse ~mpacts to historic' or archaeological resources. no involvement with Federally listed threatened and endangered species and no significant adverse impact to wetlands. . . . ~ J. ~ 's- o ...~ ~.. 'j .. , . \ '.. 1._,,' If studies demonstrate that the project vIII not significantly adversely affect the quality of the,environment, project files viII be documented. If studies demonstrate that the project may significantly adversely affect the'quality of the envirpnment, development of an environmental effects report (EER) viII be undertaken along vith full GEPAcompliance. . c. THE FOLLOWING PROJECTS KAY SIGNIFICANTLY ADVERSELY AFFECT nm QUALITY OF THE ENVIRONMENT, This category of project may include major videning and nev location project's. If such projects result in a ligniflcant adverse effect, an,EER shall be .prepared. D. EER PROCEDURE, CEPA 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 ~r 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 vill include all projects which are ,connected geographically or as logical parts in a chain of contemplated actions. 1. During prepar.ation 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 vi th CEPA 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 setH.ng; Geology, sol1s, vater supply' and wetlands, floral fauna, archaeology/history, economic enVironment, energy, cultural re~ource'l e. The environmental impact of the proposed action of the relevant setting and mitigation measures proposed to avoid or minimize adverse impactl f. Unavoi~able adverse environmental e~fectll g. Value of short-term uses of the environment and maintenance. and enhancement of its long-term valuel h. Beneficial aspects, both long term and short term and its economic advantages and disadvantages; 1. Comments of agencies which have jurisdiction by law, special expertise, or other interest with respect to any p.n~ironmental impact or resource; . , ... .. ... ~..; . , f I, -' , ~'" .. . . . 3. At least 45 days prior to making a decision as to whether to proceed with the undertaking, publish in the "legal organ of each county in which the proposed governmental ac-tlon or any part thereof 1s to occur notice that an ~nvironmental effects report has been prepared": 4. The County or municipality shall send a copy of the EER atid all other comments to the Director, EPD. s. The County or municipality shall make the document avanable to , the public and agencies, upon request. 6. A public hearing will be held in each affected county if & least 100 residents of the, State of Georgia request on within 30 days, of publication in the legal organ of an affected county. The responsible official or his designee may hold a public hearing if less than 100 requests are received. [The County or municipality is not relieved of other State legal requirements of publ1~ hearings, however. ] 7. Following the public notice period 2.n~/or public hearing a summar)' of the document, comments received an~ 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 deci,sion document, when signed by the responsible' official, wi 11 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 PROTE'CTION DIVISION for their filea. DEPARTMENT OF TRANSPORTATION .OFFICE OF ENVIRONMENT AND LOCATION . 3993 AVIATION CIRCLE ATLANTA, GEORGIA 30336 DEPARTMENT OF NATURAL RESOORSES ENVIRONMENTAL PROTECTION DIVISION 205 BUTLER STREET, SE SUITE 1152 ATLANTA, CEORGIA ,30334 Any mitigation measures identified in the EER will be incorp~rated into the final project plans. Office of State Aid DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA SPECIAL PROVISION 108178SP FIRST USE 1993 SPECIFICATIONS JULY 1, 1993 SECTION 108 - PROSECUTION AND PROGRESS MODIFICATION TO THE CURRENT STANDARD SPECIFICATIONS FOR THIS PROJECT, THE PROGRESS SCHEDULE REQUIRED BY ARTICLE 108.03, NEED NOT BE SUBMITTED. 161289SP DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA SPECIAL PROVISION FIRST USE 1993 SPECIFICATIONS JULY 1, 1993 REVISED: NOVEMBER 6, 1995 SECTION 161 - CONTROL OF SOIL EROSION AND SEDIMENTATION MODIFICATION TO THE CURRENT STANDARD SPECIFICATIONS RETAIN AS WRITTEN AND ADD THE FOLLOWING: ALL EROSION CONTROL ITEMS NOT COVERED ELSEWHERE IN THIS CONTRACT SHALL BE THE RESPONSIBILITY OF THE COUNTY OR CITY TO MEET THE REQUIREMENTS OF CHAPTER 7 OF TIT~E 12 OF THE OFFICIAL CODE OF GEORGIA ANNOTATED, THE EROSION AND SEDIMENTATION ACT OF 1975, AS CURRENTLY AMENDED. DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA SPECIAL PROVISION 300284SP FIRST USE 1993 SPECIFICATIONS JULY 1, 1993 SECTION 300 - WAIVE FINE GRADER MODIFICATION TO THE CURRENT STANDARD SPECIFICATIONS FOR THIS PROJECT A FINE GRADER AS SPECIFIED IN ARTICLE 300.03.H. WILL NOT BE REQUIRED. DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA SPECIAL PROVISION 400287SP FIRST USE 1993 SPECIFICATIONS JULY 1, 1993 SECTION 400 - HOT MIX ASPHALTIC CONCRETE CONSTRUCTION MODIFICATION TO THE CURRENT STANDARD SPECIFICATIONS 400.05 CONSTRUCTION 400.05.C.4.: 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. 400.05.C.4.a.: SELECTION OF MIX TYPE OF LEVELING AND PATCHING: RETAIN RETAIN AS WRITTEN AND ADD THE FOLLOWING STATEMENT UNDERNEATH TABLE 400.05.C.4.a. WHERE THE SURFACE MIX IS TO BE A SAND ASPHALT, SAND ASPHALT I OR SAND ASPHALT II WILL BE ALLOWED FOR LEVELING AND/OR PATCHING IN ADDITION TO THE ABOVE MIXES. SAND ASPHALT WILL NOT BE ALLOWED UNDERNEATH SURFACE TREATMENT, SLURRY SEAL, OR OTHER ASPHALTIC CONCRETE MIXTURES. EITHER OF THE (G) MIXES SHOWN IN SUB-SECTION 828.04 WILL BE ALLOWED WHEREVER ASPHALTIC CONCRETE (G) IS CHOSEN AS THE LEVELING AND/OR PATCHING COURSE. IN ADDITION, WHENEVER ASPHALTIC CONRETE (G) IS DESIG- NATED AS THE SURFACE MIX, EITHER OF THE LISTED (G) MIXES WILL BE ,ALLOWED, AT THE CONTRACTOR'S DISCRETION. 400.05.D.1.: THICKNESS OF LAYERS: CHANGE THE MINIMUM LAYER THICKNESS FOR H MIX AND G MIX IN TABLE 400.05.C.1 AS FOLLOWS: MIX TYPE MINIMUM LAYER THICKNESS H 7/8 IN (85 LBS. SQ YO) 3/4 IN (80 LBS. SQ YO) G 400.05.F.: CONSTRUCTION OF CONTROL STRIP AND DETERMINATION OF TARGET DENSITY: DELETE THIS SUBARTICLE IN ITS ENTIRETY AND ADD THE FOLLOWING: CONSTRUCTION OF CONTROL STRIPS WILL NOT BE REQUIRED AND 96% OF LABOR- ATORY DENSITY OR MAXIMUM PRACTICAL DENSITY SHOULD BE USED TO CONTROL COMPACTION. THE TEMPERATURES AND LIFT THICKNESS LISTED IN TABLE 400.05.A. ARE TO BE USED AT THE DISCRETION OF THE ENGINEER TO INSURE ADEQUATE COMPACTION. 400.07 ACCEPTANCE PLANS DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA SPECIAL PROVISION 400.07.A: DELETE ALL REFERENCES TO PAY ADJUSTMENTS AND PAY FACTORS AND ADD THE FOLLOWING THE AVERAGE OF THE LOT SAMPLES SHALL BE APPLIED TO THE ALLOWABLE TOLERANCE FOR A 1.00 PAY FACTOR AS SHOWN IN TABLE 400.07.A.1 AND 400.07.A.2 AS APPROPRIATE. THESE TOLERANCES WILL BE USED TO CONTROL THE MIX. ANY DEVIATioNS BEYOND THE TOLERANCES WILL REQUIRE THAT A PLANT OR MATERIAL ADJUSTMENT BE MADE IN ORDER TO BRING THE MIXTURE CONTROL. 400.07.B.: DELETE ALL REFERENCES TO PAY ADJUSTMENTS AND PAY FACTORS AND DELETE THE COMPACTION ACCEPTANCE SCHEDULE TABLE 400.07.B.1 AND ADD THE FOLLOWING: THE COMPACTION SHALL BE CONTROLLED AS PRESCRIBED IN 400.0S.F. ABOVE. 400.07.C.: SURFACE TOLERANCE: DELETE AS WRITTEN AND SUBSTITUTE THE FOLLOWING 1. VISUAL AND STRAIGHTEDGE INSPECTION: ALL PAVING SHALL BE SUBJECT TO VISUAL AND STRAIGHTEDGE INSPECTION DURING CONSTRUCTION OPERATIONS THEREAFTER PRIOR TO FINAL ACCEPTANCE. A TEN FOOT STRAIGHT- EDGE 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 TEN FEET FOR BASE, INTERMEDIATE, AND SURFACE COURSES SHALL BE CORRECTED. IRREGULARITIES SUCH AS RIPPLING, TEARING, OR PULLING WHICH IN THE JUDGE- MENT 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. 400.07.0.: DELETE THIS SUB-SECTION IN ITS ENTIRETY. 400.10. PAYMENT: DELETE THIS SUB-SECTION IN ITS ENTIRETY AND SUBS- TITUTE THE FOLLOWING: 400.10. PAYMENT: 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 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.........PER TON DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA SPECIAL PROVISION ITEM NO. 400. INCH ASPHALTIC CONCRETE (TYPE) , (GROUP- BLEND) INCLUDING BITUMINOUS MATERIAL...PER SQ. YD. ITEM NO. 400. ASPHALTIC CONCRETE PATCHING INCLUDING BITUMIMOUS MATERIAL...... .... .........PER TON ITEM NO. 400. ASPHALTIC CONCRETE LEVELING INCLUDING BITUMINOUS MATERIAL.... ...............PER TON MATERIALS AND RESEARCH . , 402189SP DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA SPECIAL PROVISION FIRST USE 1993 SPECIFICATIONS JULY 1, 1993 SECTION 402 - HOT MIX RECYCLED ASPHALTIC CONCRETE MIODIFICATION TO THE CURRENT STANDARD SPECIFICATIONS 402.02 MATERIALS: 402.02 C. RECYCLED MIXTURE: DELETE AS WRITTEN AND SUBSTITUTE THE FOLLOWING: 402.02 C. RECYCLED MIXTURE: 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 EXCEPT 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: RETAIN AS WRITTEN AND ADD THE FOLLOWING: . '", PAGE SECTION 081 109 125 171 133 201 143 206 250 400 260 400 271 402 294~ 424 294 424 June 8, 1993 First Use: July 1, 1993 Revised: December 9, 1993 DEPAR'DmN'T OF TRANSPORTATION STATE OF GIDRGIA SUPPLEMENTAL SP~IFICATION MODIFICATION TO 1993 SP~IFICATIONS 1993 STANDARD SP~IFICATIONS EDITORIAL CORRECTIONS CORRECTION Sub-Section 109.08.B, Line 11, change reference to GA State Law from "Section 20-1408 of the code of Georgia of 1933" to "Section 13-6-13 of The Official Code of Georgia Annotated. " 171.02 Table. Under Type "C" change tensile strength for warp from 120 to 260. 201.03 The second, third and fourth paragraphs are out of plate and should be moved to Sub-Section 201. 02 .E.3. Change Sub-Section 206.04.A to 206.03.A. Add small letter -a. - before SELECTION OF MIX TY'PE OF LEVELIOO AND PATCHIOO. In Table 400.07.A.2. line 3 of heading, change the word "Surface" to "Subsurface." Paragraph one, line 3, change the word "contracted" to "contacted." In Table 1 under Double Surface Treatment Stone Size 7 and 89, change application rate for first application of RS-2h, CRS-2h, CRS-3 (CBAE 2 or 3) from ".30-.32- to ".20-.32." In Table 1, delete the Total Stone spread rate of .48-.68 as shown for Double Surface Treatment Stone Size 7 and 89. 1 -, PAGE SECTION 302 427 318 430 328 430 329 430 332 430 356 440 380 & 381 450 384 451 387 452 546 520 587 535 589J 535 vi&614 551 643 581 June 8, 1993 First Use: July I, 1993 Revised: December 9, 1993 CORRECTION ' In Table 1, add Mixture Control Tolerances as follows:' Mixture Control Tolerances % Passing 3/8. Sieve % Passing No. 4 Sieve % Passing No. 8 Sieve % Passing No. 50 Sieve % Passing No. 200 Sieve % Residual Asphalt fO% f6% f5% f4% f3% fO.75% 430.05 .A. 3. In the last line, 31 1/2 hours + 30 minutes needs to be changed to 24 hours ~ 15 minutes. 430.04.E.2. The last paragraph on this page should be identified as Sub-Section a. 430.04.E.2 The first paragraph on this page should be identified as Sub-Section b. and the second paragraph as Sub-Section c. 430.04. H. 2. The reference to 430.04. I in the third line should be 430.04.H. 440.06.B.2. The formula in this specification should be modified by changing ~ .18R to + .18R. Change specification reference fram Section 610 to 609. Change specification reference fram Section 610 to 609. Change specification reference from Section 610 to 609. 520.03.B.1. - last sentence change .charges. to .charts. 535.03.D. change the term · snooper tuk. to · snooper truck. · Table for Ordinary Exposure and Heavy Exposure. Change paint numbers as follows: 1D to 1A 2E to 2A 3F to 3B Title - change the word .Pipe. to .pile. Change Sub-Section number 518.17 to 581.17. 2 PAGE SECTION 711 636 713 636 714 636 720 637 736 641 739 643 760 653 762 653 762 653 765 654 765 654 766 654 767 655 820J 682 868 703 890 800 899 805 June 8, 1993 First Use: July 1, 1993 Revised: December 9, 1993 CORREX:TION 636.02 Line 1, change the word "Meets" to "Meets" 636.03.E. paragraphs two through five should be moved to Sub-Section 636.03.C. 636.03.E. paragraphs six and seven should be moved to Sub-Section 636.03.B. 637.02.G.2. NONMETALLIC CONDUIT - change reference from "Federal Specification W-C-1094" to reference .Sub-Section 923.03." 641.02 Materials - change reference to Sub-Section 859.05 to 859.04. 643.03.B.1. CHAIN LINK FENCE - change "grate" to "gate." 653.02.C.l.e. - change "GRADUATION" to "GRADATION." 653.03.B.1. in paragraph five, the word "consruction" should be "construction." ~53.03.B. next to the last line sixth paragraph "17 pounds" should be "14 pounds." 654.04 in Paragraph 1 Line 9 the word " condtions " should be "conditions." 654.04 in Paragraph 2 the word "adhesvie" should be "adhesive." 654.04 in Paragraph 7 the word "rnanufactuerer's" should be "manufacturer's." 655.03 CONSTRUCTION - reference to "Sub-Section 654.03" should be changed to "Sub-Section 654.04." Under Sub-Section 682.03 add a cooma between the words Construction and Measurement. Specification Title - change the word "Three" to "Tree" 800.01.A.3.d. - second line " amin imum " should be "a minimum. " 805.0I.A. - TYPE 1 second line "value" should be "volume." 3 PAGE SECTION 902 810 908 815 935 833 947 843 951 847 976 862 1036 893 1036 894 1038 894 1041 911 1044, 911 1052 913 1108 INDEX June 8, 1993 First Use: July 1, 1993 Revised: December 9, 1993 CORRECTION 810.01.A.Class III First paragraph eighth line No.20 should be changed to No. 10. 815.01 Method of test - last line "Equipment" should be "Equivalent." 833.06 Table - "Movement Capability & Adhesive" should be "Movement Capability & Adhesion." 843.03 Paragraph 1 Line 5 remove "both with the requirements of AASHTO: M 86, Table 1, Class 1,.. 847.05.A. "AWWA C 20" should be "AWWA C 202." 862.02.A. Quality - reference to "Sub-section 859.05" should be changed to "Sub-section 859.04." 893.09.C. last "chemicals." "chemials" to paragraph change 894.01.B.2. - fifth line .ally. should be .allay. 894.05.F. third line should read "being replaced or the existing fence as applicable." 911.01.C.4. Should read: "Bolt holes may be punched or drilled and shall be 3/8-inch in diameter and spaced 1-inch center to center (t 1/32-inch) beginning 1 inch , from the top and extending the full length of the post for, Types II, III, and IV and extending a minimum of eighteen inches for Type I. Field punched holes will not be perrni tted. " 911.05' Wood Sign Posts - reference to Sub-Section 859.05 should be changed. to Sub-Section 859.04. 913.01 Table III, change "TYPE II" to "TYPE III." Add "Indentation Rumble Strips" . . . page 391 Office of Materials and Research 4 " April 14, 1994 DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA SPECIAL PROVISION MODIFICA nON OF THE STANDARD SPECIFICA nONS, 1993 EDmON NOTICE Retain the Notice above as written on page ii, and add the following: All references to State Highway Engineer mean, and shall be deemed to mean, Chief Engineer. Engineering Services July 10, 1995 DEPARTMENT OF TRANSPORTATION State of Georgia SUPPLEMENTAL SPECIFICATION Modification. to the Standard Specifications, 1993 Edition \..v SECTION 161- CONTROL OF SOIL EROSION AND SEDIMENTATION Modify as follows: Delete the third paragraph of Sub-Section 161.01 and substitute the following: The erosion control features installed by the contractor shall be effectively maintained by the contractor to contain erosion and sediment within the limits of the rights of way and to control the discharges of storm-water from disturbed areas so' that all local, state, and federal requirements on water quality are met. Water Quality testing will be done by the Department Retain the existing Sub-Section 161.04 aDd add the following after 161.04.D: E. Schedule for payment of lump sum Erosion Control, including temporary grass and mulch items. Delete Sub-Section 161.06 and substitute the following: 161.06 MEASUREMENT: Control of Soil Erosion and Sedimentation will not be measured separately for payment 161.07 PAYMENT A When no pay item is shown in the Contract, all of the requirements of Section 161 and the Erosion Control Plan shall be in full effect The cost of complying with these requirements and ,the cost of Temporary Grass and Temporary Mulch will not be paid for separately, but shall be included in the overall bid submitted. B. When listed as a pay item in the Contract, payment will be made at the Lump Sum price bid, which payment shall be full compensation for Control of Soil Erosion and Sedimentation including temporary grass, temporary mulch and other work-described under Section 163, on the Plans and on the Standards that is not paid for separately. Payment will be made according to the Approved Erosion Control Schedule as set forth in Section 161.04.E., not to exceed 100 (%) percent of the lump sum price bid. Payment will be made under: Item No. 161 Erosion Control ................................... Lump Sum . J . June 24, 1993 First Use: August 20, 1993 DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA SUPPLEMENTAL SPECIFICATION Modification of the Standard Specifications, 1993 Edition SECTION 303 - TOPSOIL SAND CLAY OR CHERT CONSTRUCTION Sub-Section 303.07, PAYMENT, is modified as follows: Item No. 303. Topsoil or Sand-Clay Base and Shoulder Course, Class ....... per Cubic Yard or per Square Yard, is revi sed to 'Read: Item No. 303. Topsoil, Sand~Clay or Chert Base and Shoulder Course, Class .........................~. per Cubic Yard or .............................................. per Square Yard r " I . DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA .. i SUPPLEMENTAL SPECIFICATION SECTION 4Oo-HOT MIX ASPHALTIC CONCRETE CONSTRUCTION , December 30. 1992 First Use: April 23. 1993 , First Use 1993 Specifications; JUly 1, 1993 Modification of the Standard Specifications. CUrrent Edition 400.05.0.2. SPREADING OPERATION: Delete 1M eighth para8raph in tAu Sub-Section an.cl.ubstitute tM following: Mixture which is segregated. non~nf'orming to temperature. containing a deficiency or es.ceB8 or asphalt,cement or othmse unsuitable for pl~cement on~e roadway. shall not be used in the Work. Any minure which after placement on the roadway is determined by the Engineer to ha~ unacceptable level~ of blemishes caused by segregation, streaking or pulling and tearing or having any 'other uiiacc~ptable characte!i&ticS, shall be remOved and replaced with acceptable mixture at the Contractor's exPense. The Contractor shall take whatever measureS necessary to prevent continual placemen~ ofminurewhich has these deficiencies. 400.07.G. SEGREGATED MIXTURE: Retain Sub-Section 400.07 ACCEPTANCE PLANS ~ written an.cl add the following: For this Specification. segregation is defined as areas of non-uniform distnDUtion of coarse and fine' aggregate paiticles in an asphalt pavement. The, Contractor shall Collow whatever production, storage. loading, placing and handling Pro:cedures. make any needed plant modifications and/or ' provide whatever aUJiliary equipment ne!ces8BIY,to prevent'placement of mixture which yields a eeiregated mat. When segregation of the mixture is evident in the finished mat. specific actions will be taken by the DepEirtment dependent on the degree of segregation which is apparent. The degree of segregation and the subsequent aCtions which the Department will follow are as described below. 1.. Unquestionably Unacceptable Segregation: . When the Engineer recognizes the degree of segregation in the finished mat as being unquestionably unacceptable the following measures will be placed intO effect: . a. Work shall be automatically suspended until positive corrective action is taken by the Contractor. Also, the Department will evaluate the segregated areas to determine the extent of any needed corrective work to the in-place mat. b. The investigation by the Department will include but not necessarily be limited to the taking of six-inch cores from typical visually unacceptiLble segregated areas for extraction and sradation analysis. Determiilationofthe enentofany needed corrective work to the in-place mat will be in accordance with 400.07.G.3. below. Co. Work will be allowed to continue only after the,Contractor submits a written plan of measures and/or actions which will be taken to prevent further segregation and the plan is approved by the Department. 'd. When work resumes, the Contractor will be allowed to place a test section not to exceed 500 ~ns of the, affected mixture. for evaluation by -the Depa.rlment. However. if after a few loads it is app"arent that the CQiTective actions taken were not adequate. the measureS described beginning with Step 1.a. above will be followed. LikewiSe. if after 500 tons it is apparent that the problem has been solved. work will be allowed to continue. 1 / I '. DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA '" . i J.~ } 2. Unacceptable Segregation Suspected: . When the Engineer observes segregation in the fuUshed mat and suspects that it may be unacceptable the following measures will be placed into eff~. ' a. The Contractor may elect to continue work at his own risk; however, an immediate investigation will be initiated by the Department to detennlne the severity of the apparent segregatiOn. Also.. the Con~ shall immediately and continually adjust his operation until the Visually apparent seiregated areas are "l;m;Y'lflted from the finished mat. b. The investigation by the Department will include but not necessarily be limited to the taking of six.inch cores frOm typical areas of suspect segregation and testing for compliance with the Mixture Control Tolerances in Section 828. Co When these tolerances are exceeded, work will be suspended for ~ tective action 88 outlined in 400.07Gl. above. . 3. Corrective Work: July segregated area found to vary 10% or more on the Control Sieves from , the approved Job Mix Form~1a will be subject to removal and replacement at the Contractor's expense: The controlmeves for each mix type are as shown in Sub-Sec:tion,400.07.A. For subsurface mixtures, the removal and replacement may be limited to the actual segregated areas or at the full lane width within,the limitsofindividlialsegregated areas, at the Contractor's discretion and 88 approved by the Engineer. For surface mixes, the remoVal and replacement Shall not be less than the full width of the affected lane and ten feet in length. All surface tolerance requilements will apply to , the corrected areas for both subsurface and surface mixes. 2 . '. ... Revised: September 30, 1994 ,.. DEPAR'n!ENT OF TRANSPORTATION STATE OF GEORGIA SUPPLEHENTAL SPECIFICATION MOdification of the Stann~Td specifications. 1993 Edition SECTION 500 - CONCRETE STRUCTURES Retain Section 500 as written except as follows: , Add the following to Sub-section 500.02: Granulated Iron 'Blast-Furnace Slag ......................................831. 03.B Add the following to Sub-section 500.03.B.5 just before the Concrete Mix Table: 5. GRANULATED IRON BLAST-FURNACE SLAG: When high-early strengths are not desired, 'Granulated Iron Blast-Furnace Slag may be used as a partial replacement for Portland Cement in all concrete, provided the following limits are met: a. The qUantity of cement replaced shall be no more than 50% by weight. b. Cement shall be replaced by slag at the rate of 1.0 pound of slag to 1.0 pound of cement. c. The slag mix shall conform to the provisions of Sub-sections 500.03 and 500.04. d. Water-cement ratio shall be calculated based on the total cementious material in the mix including Granulated Iron-Blast Furnace Slag. e. Type IP cement or fly ash will not be permitted in slag mixes. Change Note 1, just after the Concrete Mix Table in Sub-section 500.03 to read as follows: 1. Portland Cement may be partially replaced with fly ash as provided in' Sub-section 500.03 .B. 4 or with Granulated Iron Blast-Furnace Slag as provided in Sub-section 500'.03.B.5. ~~~~~~ ~. u~~~_:_,_ __~ ~______~ r. PROJECT NUMBER: ~t PR 200-:3 (245) RICHMOND COUNTY DESCRIPTION: WHEELESS ROAD DRAINAGE IMPROVEMENTS NOTE: CONSTRUCTION PLANS ARE AVAILABLE FOR THIS PROJECT WHICH INCLUDE TYPICAL SECTIONS AND ALL PERTINENT DATA. PLANS PREPARED BY: JAMES G. SWIFT & ASSOCIATES REV. 10-31-95 NOTES NOTE: THE LOCAL GOVERNMENT SHALL BE RESPONSIBLE FOR PLACEMENT, MAINTENANCE, AND INSPECTION OF TRAFFIC CONTROL DEVICES. NOTE: THE LOCAL GOVERNMENT WILL CERTIFY ALL NECESSARY R/W, AND REMOVE OR ADJUST ALL UTILITIES AT NO COST TO THE DEPARTMENT OF TRANSPORTATION. NOTE: THE DEPARTMENT OF TRANSPORTATION'S PARTICIPATION IN CONSTRUCTING THIS PROJECT IS LIMITED TO THE ITEMS SET UP FOR PAYMENT UNDER THIS CONTRACT. ALL WORK NOT COVERED BY THIS CONTRACT WILL BE IN ACCORDANCE WITH PLANS PREPARED BY JAMES G. SWIFT & ASSOCIATES FOR RICHMOND COUNTY (REV. lO-31-95). ANY ITEMS OR WORK REQUIRED BY THESE PLANS AND NOT COVERED BY THIS CONTRACT WILL BE THE RESPONSIBILITY OF THE COUNTY AT NO COST TO THE DEPARTMENT OF TRANSPORTATION. "'" I ~? I~~ z , ~ ~ ~ C'1 ~ \\ ~ ~ \ t"" r:1 ""= Z ::::: C".l c ...., c.... = r-: r. ...., z c ;:::::. :c:: 0 .. ......> c::; ~~~ ~ ;:0 ... ..... .;;;:: ~ g!\, ...... ...., \ \I ~o ~ =""n ~ > ~~ ~~ ~ ~ \~~ ......C'1 o ~ U\ ~C'1 =:z: ....; ("') o c: z -' -< ~ 'oJ '. f , I~ ~ I~ C!) ~ D ~ .. 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