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HomeMy WebLinkAboutProjects and Contract No.PRLOP - 8530 -60 Augusta Richmond GA DOCUMENT NAME'? ~O';) E:-CT S .q I\Tb Q 0 IV-r fl.A-CT N~, PR LOP - ~S-"30 - b 0 ('~45') c...1 DOCUMENT TYPE: CO,vTR.ACT YEAR: 1 ctCl9 BOX NUMBER: 1 FILE NUMBER: l L{ ? 7 '() NUMBER OF PAGES: Lf'1 ~~ :# 1~~7tJ DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA ~ DATE CONSTfiUCTICN ...., AUTHORIZED , . ~J. \ --}" '.,. :0 ,JUN 2 1 7999 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 : C31655-99-000-0 PCN PROJECTS AND CONTRACT NO. 3291949C10000 PRLOP-8530-60(245) C1 COUNTY : RICHMOND CODE: 5AU230 1. CITY OF AUGUSTA -- . r ~ ';' err':!' f.:.~1\J~~~CT .. ...:J... .:"v ~' ... 'IJ .:...to &"'~ , 1JUN 1 81999 DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA ~ CONTRACT ID : C31655-99-000-0 ~ INTERSECTION IMPROVEMENTS ON HEPHZIBAH MCBEAN RD AT BROTHERSVILLE RD IN AUGUSTA. ---------------------------------------------------------------------- SITE CONTRACT TIME LIQUIDATED DAMAGES 00 COMPLETE CONTRACT NONE ~ DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA CONTRACT SCHEDULE DATE PAGE 04/16/99 3 '" CONTRACT ID: C31655-99-000-0 " PROJECT (S) : 3291949C10000 PRLOP-8530-60 (245) C1 ------------------------------------------------------------------------------- LINE NO ITEM DESCRIPTION APPROX. QUANTITY AND UNITS UNIT PRICE BID AMOUNT DOLLARS I CTS DOLLARS ICTS SECTION 0001 ROADWAY 139,877.82 161-1000 EROSION 0005 CONTROL - PRLOP-8530-60(245) C1 LUMP LUMP 252.00 163-2051 CONSTR, MAINT 0010 AND REMOVE BALED STRAW. EROSION CHECK 400.000 1.94000 776.00 LF 171-0010 TEMPORARY SILT 0015 FENCE, TYPE A 4,000.000 1.89000 7,560.00 LF 207-0203 FOUND BKFILL 0020 MATL, TP II 60.000 20.74000 1,244.40 CY 228-1000 GRADING- 0025 MODIFIED, INCL HAUL 0.520 15,274.18000 7,942.57 MI 318-3000 AGGR SURF CRS 0030 100.000 4.80000 480.00 TN 402-1812 RECYCLED ASPH 0035 CONC LEVELING, INCL BITUM MATL & H LIME 185.000 19.74000 3,651.90 TN 402-3112 RECYCLED ASPH 0040 CONC 19 MM SUPERPAVE, GP 1 OR 2, INCL BITUM MATL TN ,. - & H LIME 1,850.000 19.05000 35,242.50 402-3131 RECYCLED ASPH ;; - 0045 CONC 9.5 MM SUPERPAVE, GP 2 ONLY, INCL BITUM MATL & H LIME 1,050.000 19.65000 20,632.50 TN 413-1000 BITUM TACK COAT 0050 2,000.000 0.45000 900.00 GL DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA CONTRACT SCHEDULE DATE PAGE 04/16/99 4 1'. CONTRACT ID: C31655-99-000-0 ~ PROJECT (S) : 3291949C10000 PRLOP-8530-60 (245) C1 ------------------------------------------------------------------------------- LINE NO ITEM DESCRIPTION APPROX. QUANTITY AND UNITS UNIT PRICE BID AMOUNT DOLLARS I CTS DOLLARS ICTS ------------------------------------------------------------------------------- 441-0104 CONC SIDEWALK, 0055 4 IN 1,100.000 12.91000 14,201.00 SY ------------------------------------------------------------------------------- 441-4020 CONC VALLEY 0060 GUTTER, 6 IN 180.000 15.74000 2,833.20 SY ------------------------------------------------------------------------------- 441-4030 CONC VALLEY 0065 GUTTER, 8 IN 80.000 19.54000 1,563.20 SY ------------------------------------------------------------------------------- 441-6022 CONC CURB & 0070 GUTTER, 6 IN X 30 IN, TP 2 LF 2,000.000 4.55000 9,100.00 ------------------------------------------------------------------------------- 500-9999 CLASS B CONC, 0075 BASE OR PVMT WIDENING 20.000 90.00000 1,800.00 CY ------------------------------------------------------------------------------- 550-1180 STORM DRAIN 0080 PIPE, 18 IN, H 1-10 850.000 14.94000 12,699.00 LF ------------------------------------------------------------------------------- 550-1240 STORM DRAIN 0085 PIPE, 24 IN, H 1-10 50.000 19.92000 996.00 LF ------------------------------------------------------------------------------- 550-1300 STORM DRAIN 0090 PIPE, 30 IN, H 1-10 24.000 24.95000 598.80 LF ------------------------------------------------------------------------------- 550-2180 SIDE DRAIN 0095 PIPE, 18 IN, H 1-10 350.000 12.38000 4,333.00 LF , -----------------------------------~-------------------------------------------- 550-4118 FLARED END . 0100 SECTION 18 IN, SIDE DRAIN 16.000 115.93000 1,854.88 EA .._--~--------------------------------------------------------------------------- 550-4224 FLARED END 0105 SECTION 24 IN, STORM DRAIN 1.000 270.19000 270.19 EA -----------------------------------------------~------------------------------- DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA CONTRACT SCHEDULE CONTRACT ID: C31655-99-000-0 .. PROJECT(S) : 3291949C10000 PRLOP-8530-60 (245) C1 LINE NO ITEM DESCRIPTION 550-4230 FLARED END 0110 SECTION 30 IN, STORM DRAIN 573-2006 UNDDR PIPE 0115 INCL DRAINAGE AGGR, 6 IN 603-1018 STN PLAIN RIP 0120 RAP, 18 IN 603-2997 FILTER BLANKET 0125 652-0110 PAVEMENT 0130 MARKING, ARROW, TP 1 652-0120 PAVEMENT 0135 MARKING, ARROW, TP 2 652-0210 PAVEMENT 0140 MARKING, WORD, TP 1 652-2501 SOLID TRAFFIC 0145 STRIPE, 5 IN, WHITE 652-2502 SOLID TRAFFIC 0150 STRIPE, 5 IN, YELLOW APPROX. QUANTITY AND UNITS DATE PAGE 04/16/99 5 UNIT PRICE BID AMOUNT DOLLARS I CTS DOLLARS ICTS 1.000 EA 100.000 LF 40.000 SY 40.000 SY 1.000 EA 4.000 EA 1.000 EA 0.670 LM 1.100 LM 346.12000 346.12 6.38000 638.00 27.60000 1,104.00 3.90000 156.00 16.95000 16.95 18.54000 74.16 36.00000 36.00 162.00000 108.54 162.00000 178.20 ------------------------------------------------------------------------------- 652-3501 SKIP TRAFFIC .. ~ 0155 STRIPE, 5 IN, WHITE 652-5701 SOLID TRAF 0160 STRIPE, 24 IN, WHITE 0.060 GLM 150.000 LF 114.00000 6.84 1.18000 177.00 ------------------------------------------------------------------------------- DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA CONTRACT SCHEDULE DATE PAGE 04/16/99 6 . CONTRACT ID: C31655-99-000-0 PROJECT(S) : 3291949C10000 PRLOP-8530-60(245) C1 ------------------------------------------------------------------------------- LINE NO ITEM DESCRIPTION APPROX. QUANTITY AND UNITS UNIT PRICE BID AMOUNT DOLLARS I CTS DOLLARS ICTS ------------------------------------------------------------------------------- 652-9002 TRAFFIC STRIPE, 0165 YELLOW 541. 000 1.60000 865.60 SY 654-1001 RAISED PVMT 0170 MARKERS TP 1 50.000 2.72000 136.00 EA 654-1002 RAISED PVMT 0175 MARKERS TP 2 100.000 3.71000 371.00 EA 668-1100 CATCH BASIN, 0180 GP 1 6.000 803.50000 4,821.00 EA 668-1110 CATCH BASIN, 0185 GP 1, ADDL DEPTH 1. 000 105.51000 105.51 LF 668-4300 STORM SEWER 0190 MANHOLE, TP 1 1.000 929.79000 929.79 EA 668-4311 STORM SEWER 0195 MANHOLE, TP 1, ADDL DEPTH, CL 1 2.000 100.51000 201.02 LF 706-1003 TURF 0200 ESTABLISHMENT, TP C 2.500 269.98000 674.95 AC ITOTAL BID 139,877.82 =============================================================================== .. - THIS AGREEMENT MADE AND ENTERED INTO THIS THE ~DAY OF ~~~19~ BY AND BETWEEN THE DEPARTMENT OF TRANSPORTATION PARTY 0 THE \;'IRST PART (HEREINAFTER CALLED THE DEPARTMENT) AND THE CITY COUNCIL OF THE CITY OF---AUGUSTA (HEREINAFTER CALLED THE CITY) WHO HAVE BEEN DULY AUTHORIZED TO EXECUTE THIS AGREEMENT: WITNESSETH: WHEREAS, THE DEPARTMENT AND THE CITY DESIRE THE IMPROVEMENT AND CONSTRUCTION OF A CERTAIN FACILITY AND THE CITY DESIRES AND AGREES TO FURNISH AND DELIVER ALL THE MATERIAL AND TO DO AND PERFORM ALL THE WORK AND LABOR FOR SAID PURPOSE. THE PROJECT BEING MORE PARTICULARLY DESCRIBED HEREIN. NOW THEREFORE IN CONSIDERATION OF THE PREMISES, THE MUTUAL COVENANTS HEREIN CONTAINED AND THE SUM OF ONE DOLLAR ($1.00) BY EACH OF THE PARTIES 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 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 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 CITY 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 THE UTILITY OWNERS FOR ANY REMOVAL AND RELOCATIONS NECESSARY. THE (COUNTY/CITY) SHALL GIVE THE UTILITY OWNERS AMPLE NOTICE, OF THE IMPENDING CONSTRUCTION, TO ALLOW 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 PURPOSE OF APPLYING PROVISIONS OF THIS PARAGRAPH, RAILROADS ARE CONSIDERED UNTILITIES. IN ADDITION TO THE FOREGOING, THE (COUNTY/CITY) SHALL OBTAIN APPROVAL OF PLANS AND ACQUIRE 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 CITY AND SHALL BE CARRIED THROUGH TO COMPLETION WITHOUT UNREASONABLE DELAY AND WITHOUT SUSPENSION OF WORK UNLESS AUTHORIZED IN WRITING BY THE CHIEF ENGINEER. IF THERE ARE UNREASONABLE DELAYS OR UNAUTHORIZED SUSPENSIONS OF WORK, THE DEPARTMENT RESERVES THE RIGHT TO CHARGE THE CITY, NOT AS A PENALTY BUT AS LIQUIDATED DAMAGES, THE COST TO THE, DEPARTMENT OF MAINTAINING ITS ENGINEERING AND INSPECTION FORCE ON THE WORK OR TO CANCEL THIS CONTRACT AND COMPLETE THE WORK BY CONTRACT OR OTHERWISE. (6) THE WORK SHALL BE DONE IN ACCORDANCE WITH THE LAWS OF THE STATE OF GEORGIA UNDER THE DIRECT SUPERVISION AND TO THE ENTIRE SATISFACTION OF THE DEPARTMENT OF TRANSPORTATION. THE DECISION OF THE CHIEF ENGINEER UPON ANY QUESTION CONNECTED WITH THE EXECUTION OR FULFILLMENT OF THIS AGREEMENT AND INTERPRETATION OF THE SPECIFICATIONS OR UPON ANY FAILURE OR DELAY IN THE PROSECUTION OF THE WORK BY THE CITY SHALL BE FINAL AND CONCLUSIVE. (7) THE CITY AGREES TO PERFORM ALL EXTRA WORK THAT MAY BE REQUIRED OF THEM ON THE BASIS OF ACTUAL COST. (8) THE FINANCING OF THIS PROJECT SHALL BE AS FOLLOWS: PAYMENTS WILL BE MADE ON MONTHLY STATEMENTS AS THE WORK PROGRESSES. DRUG-FREE WORKPLACE CERTIFICATION THE UNDERSIGNED CERTIFIES THAT THE PROVISIONS OF CODE SECTIONS 50-24-1 THROUGH 50-24-6 OF THE OFFICIAL CODE OF GEORGIA ANNOTATED, RELATING TO THE 'DRUG_FREE WORKPLACE ACT', HAVE BEEN COMPLIED WITH IN FULL. THE UNDERSIGNED FURTHER CERTIFIES THAT: (1) A DRUG-FREE WORKPLACE WILL BE PROVIDED FOR THE CONTRACTOR'S EMPLOYEES DURING THE PERFORMANCE OF THE CONTRACT; AND (2) EACH CONTRACTOR WHO HIRES A SUBCONTRACTOR TO WORK IN A DRUG-FREE WORKPLACE SHALL SECURE FROM THAT SUBCONTRACTOR THE FOLLOWING WRITTEN CERTIFICATION: 'AS PART OF THE SUBCONTRACTING AGREEMENT WITH (CONTRACTOR'S NAME) ,(SUBCONTRACTOR'S NAME) CERTIFIES TO THE CONTRACTOR THAT A DRUG-FREE WORKPLACE WILL BE PROVIDED FOR THE SUBCONTRACTOR'S EMPLOYEES DURING THE PERFORMANCE OF THIS CONTRACT PURSUANT TO PARAGRAPH (7) OF SUBSECTION (B) OF CODE SECTION 50-24-3.' ALSO THE 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 MAYOR FOR THE CITY, WHO HAS BEEN DULY AUTHORIZED BY THE CITY COUNCIL OF SAID CITY, WHO HAVE HERETO SET THEIR HAND THIS DAY AND YEAR AS SHOWN BELOW. ~ ***************************************** FED ID NO.fIRS NO. 38'- c;?:2d9':J7</ ***************************************** EXECUTED ON BEHALF OF THE DEPARTMENT OF TRANSPORTATION THIS EXECUTED ON BEHALF OF THE CITY OF AUGU A THIS 191:/ ~ R~7'ENDEU ~~ DIRECTOR ~'"'t DATE: ~~ \'\ '- V\~C\ WITNESS FOR THE DEPARTMENT OF TRANSPORTATION: ~~~ \\, ~~, W~~I~ THIS CONTRACT APPROVED BY THE CITY COUNCIL AT A MEffJING HELD AT Llff/~ (J)A-t- ~I t-i'J1 ffC, OF ~191.1. . . CONTRACT ID DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA DATE: 04/15/99 PAGE: 1 SPECIAL PROVISIONS C31655-99-000-0 INTERSECTION IMPROVEMENTS ON HEPHZIBAH MCBEAN RD AT BROTHERSVILLE RD IN AUGUSTA. S.P. CODE ------------------------------------------------------------------------------- SPECIAL PROVISIONS DESCRIPTION ------------------------------------------------------------------------------- l06-1-93-SP l07-1-93-SP l08-1-93-SP l09-1-93-SP 152-1-93-SP 161-2-93-SP 400-2-93-SP 402-1-93-SP 820-1-93-SP 828-1-93-SP A97-0-00-SP A98-0-00-SP A99-0-00- CONTROL OF MATERIALS LEGAL REGULATIONS (ENVIRONMENTAL)COUNTY/CITY CONTRACTS WAIVE PROGRESS SCHEDULE PARTIAL PAYMENT (CITY/COUNTY CONTRACTS) FIELD LABORATORY BUILDING SOIL EROSION & SEDIMENTATION (COUNTY/CITY CONTRACTS) ASPHALTIC CONCRETE (COUNTY CONTRACTS) RECYCLED ASPHALTIC CONCRETE (COUNTY CONTRACTS) ASPHALT CEMENT J;IOT 4tJ;X AS~TI~CONCllETE ~~URE$ '""' ,--" ,,_ \ _"'-yr:+1 Or\..\ ~~ ~ ~\ N~ L ,( \C(_\ \. -\=eQ ); Y\C-\\X'\II'.~ m l ~ \ PLANS ~ ) ~. ~ . CO/C! ENGUSH May 21, 1998 DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA SPECIAL PROVISION peUJP 3530 ... ~O ~4S) :~~t SECTION 106 - CONTROL OF MATERIALS 106.03 SAMPLES, TESTS, CITED SPECIFICATIONS: Delete the second paragraph in this Subsection and substitute the following: For work performed tmder Section 400, Hot Mix Asphaltic Concrete Construction, all materials shall be inspected and tested by the Hot Mix Producer before incorporation into the Work. All quality control samples shall be taken and tested by the Hot Mix Producer's designated quality control technician. Such tests shall be performed at the Hot Mix Producer's expense and in accordance with the methods of tests established by the Department Copies of all tests performed by the Hot Mix Producer shall be furnished to the Engineer and will become a part of the project records. At the discretion of the Department, the Hot Mix Producer's quality control tests may be used as acceptance tests. The Department will maintain surveillance of the Hot Mix Producer's Quality Assurance Acceptance Program and shall take samples and conduct tests as necessary to verify correctness of the Ho~ Mix Producer's quality control tests and determine acceptability of materials and construction. The Hot Mix Producer shall be responsible for the quality of the construction and materials incorporated therein. . .. Materials and Research Revision: May 1, 1994 STATE OF GEORGIA DEP ARTMENT OF TRANSPROTATION SPECIAL PROVISION SECI10N 107 - LEGAL REGULATIONS AND RESPONSffiILITY TO TIlE PUBLIC DELETE SUB-SECTION 107.23 AS WRITTEN 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 1,1991, State funded projects must comply with the requirements of Chapter 16 of Title 12 of the Official Code of Georgia Annotated, the Georgia Environmental Policy Act (GEPA), of 1991. In compliance with GEPA, those projects for which Federal funding is sought, and NEP A compliance is accomplished, are exempt from the requirements of GEP A. GEP A 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 $250,000.00 is made by the State Agency to the municipality or County. The "responsible official of the government agency shall determine if a proposed governmental action is a proposed governmental action which may significantly adversely affect the quality of the environment". A. THE FOLLOWING PROJECTS WOULD NOT SIGNIFICANTLY ADVERSELY AFFECT THE QUALITY OF THE ENVIRONMENT: Non-land disturbing activities and minor land disturbing activities which would not be anticipated to significantly adversely affect the quality of the environment include the following list. These types of projects funded with state money would not be subject to environmental assessment of any kind. Hearing procedures outline in GEP A would not be applicable. 1. Minor roadway and non-historic bridge projects. a. Modernization of an existing highway by resurfacing, restoration, rehabilitation, adding shoulders, widening a single lane or less in each direction and the addition of a median within previously disturbed existing right-of-way. 1 b. Adding auxiliary lanes for localized. purposes (weaving, climbing, speed changes, etc.), and correcting substandard curves and intersections within previously disturbed existing right- of-way. c. Non-historic bridge replacement projects in 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, glared screen, safety barriers, energy attenuators, median barriers, etc. 4. Highway landscaping and landscaping 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: 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 acco~plished through the use of the "GEP A Investigation Studies" checklist. The types of projects, which would fall under the category, would include: 1. Bridge replacement projects on new location of with a detour bridge, 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. . 2. Passing lanes, median additions and widening projects, where there are no significant adverse impacts to historic or archaeological resources, no involvement with Federally listed threatened and endangered species and no significant adverse impact to wetlands. 3. Safety and intersection improvements where there are no significant adverse impacts to historic or archaeological resources, no involvement with Federally listed threatened and endangered species and no significant adverse impact to wetlands. .~ 4. Rest area projects and truck weigh stations with no purchase of additional right-of-way. 2 5. New location projects where there are no significant adverse impacts to historic or archaeological resources, no involvement with Federally listed threatened and endangered species and no significant adverse impact to wetlands. If studies demonstrate that the project will not significantly adversely affect the quality of the environment, project files will be documented. If studies demonstrate that the project may significantly adversely affect the quality of the environment, development of an environmental effects report (EER) will be undertaken along with full GEP A compliance. C. THE FOLLOWING PROJECTS MAY SIGNIFICANTLY ADVERSELY AFFECT THE QUALITY OF THE ENVIROMENT: This category of project may include major widening and new location projects. If such projects result in a significant adverse effect, an EER shall be prepared. D. EER PROCEDURE: GEP A 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 GEP A the following shall be contained in the EER, at a minimum: e. ;. , f. . . g. h. a. Cover sheet; b. Executive summary; c. Alternatives, including the no-build; d. Relevant environmental setting; Geology, soils, water supply and wetlands, floral fauna, archaeologylhistory, economic environment, energy, cultural resources; The environmental impact of the proposed action of the relevant setting and mitigation measures proposed to avoid or minimize adverse impact; Unavoidable adverse environmental effects; Value of short-term uses of the environment and maintenance and enhancement of its long-term value; Beneficial aspects, both long term and short term and its economic advantages and disadvantages; 3 i. Comments of agencies which have jurisdiction by law, special expertise, or other interest with respect to any environmental impact or resource; 3. At least 45 days prior 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 action or any part thereof is 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 Director, EPD. 5. The County or municipality shall make the document available to the public and agencies, upon request. 6. A public hearing will be held in each affected county if at least 100 residents of the State of Georgia request one within 30 days of publication in the legal organ of an affected County. The responsible official or his designee my hold a public hearing ifless than 100 requests are received. [The county or municipality is not relieved of other State legal requirements of public hearings, however.] 7. Following the public notice period and/or public hearing, a summary of the document, comments received and recommendation as to whether to proceed with the action as originally prepared, to proceed with changes, or not to proceed will 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 RESOURCES, ENVIRONMENTAL PROTECTION DIVISION for their files. DEPARTMENT OF TRANSPORTATION OFFICE OF ENVIRONMENT AND LOCATION 3993 A VIA TION CIRCLE ATLANTA, GEORGIA 30336 . , DEPARTMENT OF NATURAL RESOURCES ENVIRONMENTAL PROTECTION DIVISION 205 BUTLER STREET, SE SUITE 1152 A TLANTA, GEORGIA 30334 Any mitigation measures identified in the EER will be incorporated into the final project plans. Office of State Aid 4 DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA SPECIAL PROVISION FIRST USE 1993 SPECIFICATIONS JULY 1, 1993 Section 108 - Prosecution and Progress For this project the progress schedule required by Subsection 108.03, need not be submitted. August 7, 1995 DEPARTMENT OF TRANSPORTATION STATE OF GEORIA 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 lOth day of each calendar month----". Office of State Aid . . DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA SPECIAL PROVISION PeLDP ~S30- ~~4S) May 21, 1998 SECTION 152 - FJELD LABORATORY BUILDING 152.03 Plant Laboratory Buildings: Delete Items 3, 4, and 5 and substitute the following: ITEM 3: 1 Each - Computer, IBM or IBM Compatible 0- 540 Megabyte Hard Disk Drive (Minimum) - 3 1/2 inch High Density Floppy Disk Drive - CD-ROM Drive (4X Minimum) Windows 95 Operating System - Mouse Modem 9600 Baud (Minimum) I Parallel and 2 Serial Ports 16 Megabyte Random Access Memory Expandable to at Least 32 Megabytes - VGA Monitor - 486 Microprocessor Operating at 33 Megahertz (Minimum) ITEM 4: 1 Each - Printer (Desk Jet HP Letter quality printer) . , Materials and Research DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA SPECIAL PROVISION FIRST USE 1993 SPECIFICATIONS JULY 1, 1993 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. August 4, 1998 DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA ..' SPECIAL PROVISION (For "Off-System" Contracts Only) pe LoP 5)s3o~ (90 l0l4s') , I.. Olf, SECTION 400 - HOT MIX ASPHALTIC CONCRETE CONSTRUCTION 400.02 MATERIALS: Delete Items H. and J. and substitute the following: H. Bituminous Tack Coat: Asphalt Cement Grade PG 58-22, PG 64-22, PG 67-22 820.01 400.05.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: Delete and substitute the following: Thickness Rate of Spread Type of Mix Up to 3/4" 3/4" to 1 1/2" 1 1/2" to 2" 2" to 3" Over 3" Up to 85 lbs./s.y. 85 lbs./s.y. to 165 lbs./s.y. 165 lbs./s.y. to 220 lbs./s.y. 220 lbs./s.y. to 330 lbs./s.y. Over 330 lbs./s.y. 4.75 mm Mix or 9.5 mm Superpave 9.5 mm Superpave 12.5 mm Stiperpave 19 mm Superpave 25 mm Superpave or 37.5 mm Superpave 400.05.D.1. THICKNESS OF LAYERS: l?elete and substitute the following: Minimum Maximum Maximum Layer Layer Total Mix Type lbickness lbickness Thickness . , 37.5 nun Superpave 3" 5"* 25 nun Superpave 3" 5"* 19 mm Superpave 1 3/4" 3"* 12.5 nun Superpave 1 3/8" 2" 6" 9.5 nun Superpave 7/8" (85 lb/s.y.) 1 1/2" 4" 4.75 mm Mix 3/4" (80 lb./s.y.) 1 1/8" 2" * On trench widening, which is defined as widening no more than four feet in width, allow up to 6" per lift. 400.0S.D.3. ROLLING OPERATION: Delete the last sentence and add the following: Pneumatic-Tired rollers shall be used in conjunction with breakdown rollers on all surface and subsurface courses except that pneumatic-tired rollers may be excluded at the discretion of the .w Engineer when polymer modified asphalt is used in the Asphaltic Concr.ete mixtures. :~; 400.0S.E. CONTINUITY OF OPERATIONS: Delete and substitute the following: W Plant production, transportation, and paving operations shall be so coordinated that a uniform. r continuity of operation is maintained. If spreading operations are interrupted, the Engineer may require that a transverse joint be constructed any time the mixture immediately behind the paver screed cools to less than 2500 F. 400.0S.F.: CONSTRUCTION OF CONTROL STRIPS AND DETERMINATION OF TARGET DENSITY: Delete and substitute the following: Construction of control strips will not be required and 96% of Laboratory Density shall be used to control compaction or if job conditions warrant, the Engineer may establish a maximum practical density. For Asphaltic Concrete with a plan spread rate of 125 Ibs./yds.2 or less, density tests will not be required. These courses shall be compacted as follows: 1. COMPACTION EQUIPN1ENT: 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 required: a. One steel wheel breakdown roller weighing at least 10 tons or vibratory roller operating at low amplitude and at a minimum frequency of 47 Hz. b. One rubber tire roller weighing at least 8 tons or exerting at least 80 IbsJ in.2 contact pressure. c. One steel wheel finishing roller weighing at least 8 tons or vibratory roller operating in static mode. :;. 2. ROLLING OPERATION: Rolling shall be started as close behind the spreader as possible without excessive distortion of the mix and shall be continued until roller marks are no longer visible. A minimum rolling pattern shall consist of 2 coverages with the breakdown roller, 6 coverages with the Pneumatic-Tired roller, and 2 coverages with the steel wheel finish roller. )~ , . 400.0S.G.: MIXTURE NOT REQUIRING CONTROL STRIPS: Delete this Subsection. . ~D ) pelDP~S30" (;24-5 400.06.A.8. Delete and substitute the following: 8. The results of a design study providing the necessary information to conform to the appropriate requirements of Section 828. . The Hot Mix Producer shall be responsible for all asphaltic concrete mix designs. A period of two weeks from the date batched materials are received shall be allowed for mix design verification by the Office of Materials and Research. .~~ ;t~ ~J All proposed Job Mix Formulas shall be submitted for approval at least two weeks prior to beginning mixing operations. No Hot Mix Asphaltic Concrete work shall be started nor shall any mixture be accepted until the Engineer has approved a Job Mix Formula for the mixture to be used. Ii t .'. 400.07. ACCEPTANCE PLANS: Delete all references to pay adjustments and pay factors. In addition, delete 400.07.A, Gradation and Asphalt Cement Content, and substitute the following: A. HOT MIX PRODUCER ACCREDITATION OF MATERIALS SAl.1PLING AND TESTING OF ASPHALTIC CONCRETE: Asphaltic Concrete Mixture shall be randomly sampled and tested by the Hot Mix Producer or Hot Mix Producer's Representative. In addition, these tests results may be used for Acceptance on a Lot basis. Failure to comply with the , requirements listed herein may subject the plant facility to removal from the list of approved Hot Mix Asphaltic Concrete Plants (QPL-4S). 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 SOO 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. 1. QUALITY CONTROL PROGRAM: This Quality Control Program allows the Department to accept the Hot Mix Producer's quality control tests as Acceptance Tests for Asphaltic Concrete mixtures. The Hot Mix Producer's Quality Control Program as established in S.O.P. 27, "Quality Assurance for Hot Mix Asphaltic Concrete Plants in Georgia," shall include, but not be limited to: a The assignment of all quality control responsibilities to specifically named individuals who have been duly certified by the Office of Materials and Research. b. Provisions for prompt implementation of control and corrective measures. . , c. Provisions for liaison with the Project Manager, Bitwninous Construction Engineer and Testing Management Operations Supervisor at all times. The Hot Mix Producer shall provide at least one day's notice prior to beginning production, or prior to resuming production if operations have been temporarily suspended. d. Provisions for reporting daily through Office of Materials and Research computer Bulletin Board Service (BBS) the test results for extractions, lime checks, and stril'Jling tests. (/J P e LoP ~ 530 ~ (014S") Other tests, checks, calibrations, etc. will be reported on a form developed by the Hot Mix Producer and shall become a part of the project records. ,. The Quality Control Program shall be submitted to the Office of Materials and Research for initial approval. Thereafter, the Quality Control Program shall be included as part of the certification in the semiannual Plant Inspection Report. ~ ,}; .,.. 2. CERTll'rCATION REQUIRElVIENTS: The Office of Materials and Research will certify the Hot Mix Producer's Laboratory and testing equipment to assure that the equipment to be used is accurate and meets Departmental testing standards. Laboratories which participate in and maintain AASHTO Accreditation for testing Asphaltic Concrete Mixtures will be acceptable for certification by the Department provided other contract requirements are met J '.~ .. /.: " ~l 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 (QC1), such persons must be able to demonstrate that they are competent in performing the process control and acceptance tests and procedures related to Hot Mix Asphaltic Concrete production. The Level 2-QCT shall, in addition to Level 1 requirements, be capable of and responsible for making process control adjustments. The Engineer shall be notified in writing of any change in Quality Control personnel. The Hot Mix Producer shall have at least one designated QCT person at the plant at all times except when daily total weight for all mix types is to be greater than 250 tons. If daily production for all mix types of the plant is 250 tons or less, the QCT may be responsible for conducting tests at up to two plants, subject to random number selection. In addition, the Hot Mix Producer is also required to have available, either at the plant site or within immediate contact by phone or radio, a Level 2-QCT person responsible for making prompt process control adjustments as necessary to correct the mIX. 3. SAMPLING, TESTING AND INSPECTION REQUIREMENTS: Mixtures shall be randomly sampled according to GDT -73 (Method C) and tested by the QCT on a Lot basis at a minimum frequency of one test per 500 tons. A copy of the computer generated random sampling data shall be maintained as a part of the project records. The Hot Mix Producer's QCT shall perform all Sampling and Inspection duties in accordance with GSP-21. All sample containers, extractants, forms, diaries and other supplies shall be furnished by the Hot Mix Producer and are subject to approval of the Engineer. The Hot Mix Producer's QCT shall perform extraction or ignition (GDT-83 or GDT- 125), or digital print-out for asphalt cement content, and gradation analysis (GDT-38) of samples of the mixture produced each day and sampled in accordance with GSP- 15. The extracted aggregate shall be properly labeled, stored in a suitable container and secured in a protected environment If these samples are not procured by the Department within three working days, they may be discarded. If the ignition oven is used, a printout of sample weights shall become a part of the project records. o ' PtLO? ~S30 _(0 (~4S) 'i: The Hot Mix Producer shall maintain a Process Control Flow chart for each sieve specified on the Job Mix Formula and including the percent asphalt cement content. Such chart shall 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. I:: \1' .,. ~'J\ ~4'1 If an Acceptance test result is outside Mixture Control Tolerances specified in Section 828, the QCT shall immediately notify the Testing Management Operations Supervisor of results. The Level 2-QCT shall determine if a plant adjustment is needed and immediately run a Process Control sample. If the Process Control sample is also out of Mixture Control Tolerances, an immediate plant adjustment shall be required and additional Process Control samples shall be taken as necessary to assure the corrective action taken was appropriate to control the mix. .~~ :~i ;':~ .:.:: If the Hot Mix Producer's QCT obtains 2 consecutive Acceptance samples 'out of the Mixture Control Tolerances specified in Section 828, production shall stop immediately. Mixture already in storage which deviates no more than 10% in gradation and no more than 0.7% in asphalt cement content from the Job Mix Formula may be transported to and placed on the project subject to visual inspection and density and smoothness requirements. Any mixture remaining in surge bins or silos shall be rejected and disposed of at the Hot Mix Producer's expense if a sample representative of the mixture deviates more than 10% in gradation or more than 0.7% in asphalt cement content from the Job Mix Formula. A plant correction shall be made prior to resuming production. Upon restarting production, no mixture shall be transported to the project before test results of a Process Control sample from the mixture indicate that quality control of the mixture has been restored by 'meeting Mixture Control Tolerances. Any mixture produced at initial restarting that does not meet Mixture Control tolerances shall be rejected. The QCT shall measure the temperature of the mixture and record the results on the load ticket each time a sample is taken. 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. AdditiorulIly, records of materials (Asphalt Cement, Aggregates, Hydrated Lime, etc.) invoices shall be made available upon request. :! . . 4.. COMPARATIVE AND QUALITY ASSURANCE PROGRAM: Periodic comparative testing will be required of each QCT and will be coordinated by the Department to monitor consistency of equipment and test procedures. In addition, the Department will take independent samples to monitor the Hot Mix Producer's Quality Control Program. For clarification, Department samples taken from opposite quartersof material sampled by the Hot Mix Producer are defined as Comparison Samples. Other independent samples which are taken by the Department from material produced during the same Lot are defined as Quality Assurance samples. lIDs Program is further defined as follows: Pe.tcp 8'560- (oO(d.4S) a. Comparison Sampling and Testing: During the quartering process of Hot Mix samples, the opposite quarters from the test specimen shall be labeled by the QCT and retained for Department comparison testing. In addition, the remaining material removed from the total sample shall be labeled and retained for possible Referee testing. These samples shall be stored iIi a suitable container and secured in a protected environment If the Hot Mix Producer's Acceptance Test results are within Mixture Control Tolerances and if the Department does not procure these retained samples within three working days of the represented mix being produced, these samples may be discarded. i" ;;.1 The Department will test comparison samples on a random basis at a frequency deemed necessary to assure that the Hot Mix Producer's testing techniques are yielding accurate results. Results of Department tests will be compared to the respective Hot Mix Producer's Acceptance tests. The maximum tolerance allowed for Comparison Samples as defined above shall be as follows: MAXIMUM DIFFERENCE SIEVE SIZE 25mm 19mm 12.5 mm 9.5 mm 4.75 mm 2.36 mm 75 J..LII1 A.C. SURFACE 3.5% 3.5% 2.5% 2.0% 0.4% SUBSURFACE 5.0% 5.0% 4.0% 4.0% 3.5% 3.0% 2.0% 0.5% If Comparison tests are within these tolerances, production may continue and at the discretion of the Engineer, the Hot Mix Producer's tests can be used as the acceptance tests for the affected Lot. If test results are not within these tolerances, the corresponding Referee Samples shall be tested by another Departmental Technician and compared to the tolerance for Comparison Samples as given above. If test Results of Referee Samples, when compared to the respective QCT's sample, are within these tolerances, the Hot Mix Producer's tests can be used as Acceptance Tests for the effected Lot. If tests results are not within these tolerances, the Hot Mix Producer's Quality Control methods shall be reviewed by the Office of Materials and Research and a thorough investigation will be made if deemed necessary. ~~ b. Quality Assurance Sampling and Testing: The Department will take samples for the purpose of monitoring' the effectiveness of the Hot Mix Producer's Quality Control Program. These samples may be obtained from the same load as QCT samples were taken or other loads at the plant or roadway, or samples obtained immediately behind the spreader and prior to compaction. The samples will be tested and analyzed by the Department in accordance with standard procedures. ,. ," Pe.tof> ~5 30 - (/JC~4~) ,'. The Department shall randomly take and test a mmlmum of two Quality Assurance (QA) samples from each five days or five Lots of production regardless of mix type or number of projects to assure that the mixture is being adequately controlled and accurately sampled and tested. Ie, ~: '1; ~. ~ The maximum tolerance for QA samples as defined above, when compared to the Job Mix Formula, shall be the same as the Mixture Control Tolerances as outlined in Section 828. If test results are not within these tolerances, the Department may take another sample from the respective mix. If tests results of the additional sample are within these tolerances, production may continue. If test results of the additional sample are not within these tolerances, production may continue but the Department will investigate by taking random samples from throughout the Lot in accordance with Subsection 400.07.F. These samples shall be used for Acceptance and the Hot Mix Producer QCT test results for the respective Lot will not be included in the Lot calculations. Should the Engineer determine that Quality Control requirements are not being met or that unsatisfactory results are being obtained, prompt corrective action shall be taken by the Hot Mix Producer. Failure to take prompt corrective action will be cause for th(;l Engineer to discontinue acceptance of the mix. If the Engineer determines that any material is unacceptable to leave in place, the material shall be removed and replaced at the Hot Mix Producer's expense. Any test results for materials not used in the Work shall not be included in the calculations for Lot Acceptance. If it is determined by the Department that the QCT has not followed procedures specified in GSp.:.21 or has provided erroneous information, his or her certification may be withdrawn, and the Hot Mix Producer may be subject to punitive or legal action. Technicians who lose their certification due to falsification of test data will not be eligible for re-certification in the future unless approved by the State Materials and Research Engineer. In-place material represented by unacceptable tests will be evaluated by cores in accordance with Subsection 400.07.F. These core samples shall be used for acceptance. . . 5. GRADATION AND ASPHALT CE11ENT CONTENT: Quality Acceptance of the mixture will be based upon the mean of the deviations from the Job Mix Formula for control sieves and asphalt cement content of the specified number of test results per Lot. This mean will be determined by averaging the actual numeric value of the individual deviations from the Job Mix Formula, disregarding whether the deviations are positive or negative amounts. The samples shall be taken randomly in accordance with GDT-73. In the event that the designated random load is not sampled, or less than the specified number of samples are taken, the Hot Mix Producer shall take at least two representative six inch cores from the roadway (to assure adequate sample size). These cores shall be taken from the area where the appropriate random load was placed, or for each portion of mix that was not sampled, and acceptance will be based on the mean of the deviations from the Job Mix Formula of the total number oftests run. PeL0P cS30 - (oO(o<.4$") o' f' For asphalt cement content only, on plants with digital recorders, digital printouts of liquid asphalt cement weights may be substituted in lieu of an extraction test. The asphalt cement content shall be calculated from the ticket representing the mixture tested for gradation. The asphalt cement content calculated from each ticket will be . considered a test. . .0 ,~ t: f.J' The control sieves used in Quality Acceptance for the various types of mix are as indicated below: r." .?:1 TABLE 400.07.A MIX TYPE MIXTURE CONTROL 37.5 mm Superpave 25 mm, 2.36 mm Sieves and Asphalt Cement 25 mm Superpave, 19 mm Superpave 12.5 mm, 2.36 rom Sieves and Asphalt Cement 12.5 mm Superpave 9.5 mm, 2.36 mm Sieves and Asphalt Cement 9.5 mm Superpave 4.75 mm, 2.36 mm Sieves and Asphalt Cement 4.75 mm Mix 2.36 mm Sieve and Asphalt Cement 400.07B.: COMPACTION: Delete this Subsection and substitute the following: The compaction of the mixture as determined by either GDT-39, or GDT-59, will be accepted in Lots as defined in Subsection 400.07.A. and shall be within the same Lot boundaries as the mixture acceptance. The mean density of the pavement placed within each Lot will be calculated by averaging the results of tests run on randomly selected sites in that Lot. The random sites shall be selected using GDT -73. 400.07.C.: SURFACE TOLERANCE: Delete this Subsection and substitute the following: All paving shall be subject to visual and straightedge inspection during construction operations and thereafter prior to final acceptance. A 10 foot straightedge shall be retained in the vicinity of the paving, operation at all times for the purpose of measuring surface irregularities on all courses. The straightedge and labor for its use shall be provided by ~e Hot :Mix Producer. 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 and the paving operation shall be stopped unless appropriate steps are taken by the Hot Mix Producer to correct the problem. r o pe LOP ~S30 - (p C~4~) 400.07.D.: MATERIALS PRODUCED AND PLACED DURING ADJUSTMENT PERIOD: Delete this Subsection. 400.07.F REEVALUATION OF LOTS: Add the following to the first paragraph: Re-evaluation of Lots and acceptance will be based on Department evaluations. All costs of these evaluations shall be at the Hot Mix Producer's expense. '~" :: ~: (00 pe LOP ~s '30 - ~4$) May 21, 1998 DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA \. SPECIAL PROVISION o PR LoP (3S30 - to (;<4~) SECTION 402 - HOT MIX RECYCLED ASPHALTIC CONCRETE >~'. : 402.02.A. RAP MATERIAL: Delete the next to last paragraph and substitute the following: RAP containing either local sand or alluvial gravel will not be allowed in mixtures used on interstate projects except for shoulder construction. When used in shoulder construction, the use of RAP containing either local sand or alluvial gravel shall be limited such that the sand or gravel makes up no more than 20% of the total aggregate portion of the mix. When used in mainline and ramp constrUction of non-interstate projects, the percentage of RAP containing alluvial gravel shall be limited such that the gravel makes up no more than 5% of the total aggregate portion of the mix. The amount of local sand in RAP shall be considered when determining the local sand portion allowed in the total mix as specified in Section 828. Where Pay Items specify that Group II only aggregate is to be used, RAP which consists primarily of Group II aggregate, but contains some Group I aggregate shall be limited such that the Group I aggregate makes up no more than 5% of the total aggregate portion of the mix. When a Blend I mix is specified, any Group I aggregate in the RAP shall be considered when determining the Group I portion allowed in the total mix as specified in Section 828. The percentage of local sand, alluvial gravel, and Group I aggregate in the RAP will be determined through petrographic analysis or available records. 402.02.C. RECYCLED MIXTURE: Delete 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 Hot Mix Producer's discretion except where noted in the Pay Item Designation. The mixture shall conform to' an approved mixture design meeting the requirements outlined in Section 828. Where hydrated lime is used, it shall be added at a rate of 1.0 percent of the virgin aggregate portion plus 0.5 percent of the aggregate in the RAP portion of the mixture. Where hea~ stable anti-strip additive is used, it shall be added at a rate of 0.5 percent of the neat asphalt cement added to the mixture. 402.05 PAYMENT: Add the following: Item No. 402 Recycled Asphaltic Concrete, ~ Superpave, Grouo-Blend. Including Bituminous Material........ ......... ....................... .................. per Ton Item No. 402 Recycled Asphaltic Concrete, ~ Superpave, Group-Blend. Including Bituminous Material and Hydrated Lime....... ......... ............. per Ton Item No. 402 Recycled Asphaltic Concrete, ~ Superpave, 'Group-Blend. Including Polymer-Modified Bituminous Material and Hydrated Lime.... per Ton Item No. 402 Inches Recycled Asphaltic Concrete, ~ Superpave, Group-Blend, Including Bituminous Material.. ........................... per Square Yard Item No. 402 Inches Recycled Asphaltic Concrete, ~ Superpave, Group-Blend. Including Bituminous Material and Hydrated Lime.. ..................................................................... per Square Yard Item No. 402 Inches Recycled Asphaltic Concrete, ~ Superpave, Group-Blend. Including Polymer-Modified Bituminous Material and Hydrated Lime ......................................................................... per Square Yard Materials and Research ~o . peLDP 8530 - (~4S) ;.: .. May 21, 1998 DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA "" SPECIAL PROVISION o Pe. L6 P 8530 _(p C ~4-S SECTION 820 - ASPHALT CEMENT Delete and substitute the following: 820.01 SUPERPA VE ASPHALT BINDER: lIDs 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 performance grade (PG). PG 58-22 may be used as Bituminous Tack Coat or in Bituminous Surface Treatment. Only Styrene-Butadiene- Styrene (SBS) or Styrene-Butadiene (SB) shall be added to the neat asphalt cement, if needed, to produce a binder that complies with the following requirements for PG 76-22. 1. Test Requirements TEST AND ?vfETHOD ORIGINAL TEST TEMPERATIJRE BINDER RESIDUE OF BINDER AFTER: PG PG PG PG Rolling Thin-Film Pressure Aging / 58-22 64-22 67-22 76-22 Oven AASHTO: TP5 AASHTO: PP-l Flash Point, AASHTO: T -48 MiD. 2300 C Viscosity (a), 3Pa-S AASHTO:TP-48 Max. 1350 C (3000CP) Mass Loss (%), Max. - AASHTO: T-240 (b) 0.5 Dynamic Shear, 580 C 640C 670 C 760 C ~ 1.0 kPa ~ 2.2 kPa G*/sino, AASHTO: Phase TP5, 10 Rad/Sec Angle < 75 deg. Dissipated Energy, Dynamic Shear, 250C ::: 5000 kPa G*sino, AASHTO: TP5, 10 Rad/Sec Creep Stiffuess (c), S ::: 300,000 kPa 60 sec. AASHTO TP1 - 120 C m > 0.300 Direct Tension, 1.0 mmlmin. AASHTO: - 120 C Report TP3, Failure Strain 820.01 (Continued) (a) lIDs. 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 stiffuess is below 300,000 kPa, the direct tension test is not required. If the creep stiffuess is ~ 300,000 kPa, the Direct Tension Failure Strain value shall be reported. The m-value requirement shall be satisfied in either case. If modification is required, the composite materials shall be thoroughly blended at the supply facility prior to being loaded into the transport vehicle. All blending procedures, formulation, and operations shall be approved by the Office of Materials and Research. 2. Certification: Certified test results of laboratory blends for proposed PG asphalts shall be provided by a certified laboratory, approved by the Office of Materials and Research, for each specification characteristic of the asphalt cement proposed for shipment. The certified results shall be provided to the State Materials and Research Engineer in compliance with Standard Operating Procedure (SOP)-4. In the event there is reason to suspect a sample will be outside specification limits, the State Materials and Research Engineer may interrupt the production until test results are known. . . J.: Materials and Research p,ewp 8S30 -~( C:<4S] May 21, 1998 DEPARTl\1ENT OF TRANSPORTATION STATE OF GEORGIA ~3-' ,- ~. .\ '1,. SPECIAL PROVISION ~ peWp ~S30 - ~ 4S) SECTION 828 - HOT MIX ASPHALTIC CONCRETE MIXTURES Delete and substitute the following: 828.01 DESCRIPTION: This specification covers the requirements that are applicable to all Hot Mix Asphaltic Concrete Mixtures. Materials used in the preparation of these mixtures shall be approved by the Engineer prior to incorporating in the Work. lIDs work consists of producing and constructing one or more courses of hot mix asphalt pavement. Superpave mixes shall be designed in accordance with the Superpave System. for Volumetric Design (AASHTO TP4 and AASHTO PP2) to meet test properties as shown unless otherwise stated herein. All mixtures are designated baSed on the Nominal Maximum Sieve Size as defined m Subsection 828.02 and shall conform to the following unless otherwise stated herein: A. The Contract Pay Item will specify the aggregate group, or blend, where applicable. See Subsection 828.04 for explanation of aggregate groups and blends. B. The percent finer than 75/lm will be determined in accordance with GDT-2, Alternate AorB. C. Mixture Control Tolerances are based on the results of individual tests and are for mix uniformity control purposes only. D. Group I or Group II aggregate or a blend of both may be used for patching or leveling. Mixes for patching and leveling are listed in Subsections 828.02 and 828.03. E. Hydrated lime shall be included in all paving courses except where noted. The lime . ;:: shall be added at a minimum rate of one percent of the total dry aggregate weight. In recycled mixtures, lime shall be added at a minimum rate of one percent of the virgin ~~ aggregate portion plus a minimum of 0.5 percent of the aggregate in the Reclaimed Asphalt Pavement (RAP) portion of the mixture. Additional lime, as well as an. approved heat stable anti-stripping additive, which meets requirements of Subsection 831.04, may be required in any particular mixture when necessary for satisfaction of governing Specification requirements. No additional payment will be made by the Department for any such required additional materials. 828.01 (Continued) F. On projects designated at Mix Design Level A, as designated in the project Plans or project General Notes, the Asphalt Cement (AC) used in all mixtures may, at the Hot Mix Producer's discretion, include'an approved heat stable anti-stripping additive, which meets requirements of Subsection 831.04, in lieu of hydrated lime unless noted .otherwise. The addition rate will be a minimum of 0.5 percent of the AC portion. When a heat stable anti-stripping additive is used in these mixes in lieu of hydrated lime, the minimum tensile splitting ratio will be 0.4 for Asphaltic Concrete 4.75 mm mix and 0.6 for all other Asphaltic concrete mixtures. ! G. Asphalt Cement used in production of asphaltic concrete mixtures shall meet the requirements of Subsection 820.01. Asphalt Cement used in the production of these mixtures shall meet requirements of Subsection 820.01. The AC used in all mixtures shall be PG 67-22 with the following exceptions: a. For projects designated at Mix Design Level A, as designated in the project Plans or project General Notes, PG 64-22 may be used at the discretion of the Hot Mix Producer. b. For mixtures which utilize Reclaimed Asphalt Pavement (RAP), the AC grade to be used will be determined by the Engineer. c. AC meeting requirements of PG 76-22 shall be used in the top dense-graded surface course, excluding shoulder construction, for projects or portions of a project designed at Level C or D, as designated in the project Plans or project General Notes. H. Local sand, not to exceed 20% of the total aggregate weight, may be used as an ingredient in all Asphaltic Concrete mixtures placed on the mainline and ramps of non- interstate routes designed at Mix Design Level A. On non-interstate projects designed at Mix Design Level B, C, or D, as designated in the project Plans or project General Notes, the use oflocal sand shall be limited to Asphaltic Concrete 37.5 mm Superpave and 25 mm Superpave mixtures only and shall not exceed 20% of the total aggregate weight However, up to 20% local sand, based on the total aggregate weight~ may be allowed as an ingredient in all Asphaltic Concrete mixtures used for shoulder construction unless specified otherwise. ~o pee-oP 3530" 0J,.4S) 828.01 (Continued) I. When allowed, local sand shall meet the following gradation requirements: GRADING REQUIREMENTS % Passing 12.5 rom Sieve 100 % Passing 9.5 rom Sieve 90-100 % Passing 4.75 rom Sieve 80-100 % Passing 2.36 rom Sieve 60-100 % Passing 300 /lm Sieve 12-70 % Passing 75 J.l.m Sieve 2-15 The clay content of local sand shall be no more than 7%. Local sand shall also be free of clay lumps as determined by AASHTO: T 112. 828.02 SUPERP AVE ASPHALTIC CONCRETE l\1IXTURES A. Gradation Requirements: Superpave utilizes the FHW A 0.45 Power gradation chart to define permissible gradations. This chart uses a unique graphing technique to judge the cumulative particle size distribution of a blend. The ordinate (y axis) of the chart is percent passing, ranging from zero to one hundred percent. The abscissa (x axis) is an arithmetic scale of sieve size opening in microns raised to the 0.45 power. Superpave defines nominal maximum sieve size and maximum sieve size as follows: Nominal Maximum Sieve Size: One standard sieve size larger than the first sieve to retain more than ten percent (10.0%). Maximum Sieve Size: One standard sieve size larger than the nominal maximum SIZe. .,j . . The 0.45 power maximum density line is drawn from the origin to one hundred percent (100.0%) passing the maximum sieve size.. Gradation control limits are based upon the nominal maximum size. There is also a "restricted zone," that is an area on either side of the maximum density line generally starting at the 2.36 mm sieve and extending to the 0.30 mm (300 J.l.m) sieve. It is recommended that gradations be developed avoiding the restricted zone. The Office of Materials and Research may approve use of mixtures which have gradations that enter the restricted zone provided the Hot Mix Producer supplies acceptable test results of special proof-testing requirements as described in Subsection 828.05, Rutting Susceptibility Testing. ,.. --:. ; . ~O pe LOP '6SsQ - C~~ 828.02 (Continued) TABLE 828.02.A.1. JOB MIX FORMULA AND DESIGN LIMITS MIXTURE CONTROL ASPHALTIC 9.5 mm 12.5 mm 19mm 25mm 37.5 mm TOLERANCE CONCRETE Superpave S uperpave Superpave Superpave Superpave Grading Requirements Percent Passing :f:0.0 50 mm Sieve 100 :f:6.0 37.5 mm Sieve 100* 90-100 :f:6.0 25.0 mm Sieve 100* 90-100 15-90 :f:6.0 19.0 mm Sieve 100* 90-100 :f:6.0 12.5 rom Sieve 100* 90-100 23-90 19-90 :f:5.6 9.5 mm Sieve 90-100 28-90 :f:5.6 4.75 mm Sieve 32-90 :f:4.6 2.36 rom Sieve 32-67 28-58 23-49 19-45 15-41 :f:2.0 75 llID Sieve 2-10 2-10 2-8 1-7 0-6 Recommended Restricted Zone 4.75 mm Sieve 39.5 34.7 2.36 rom Sieve 47.2 39.1 34.6 26.8-30.8 23.3-27.3 1.18 mm Sieve 31.6-37.6 25.6-31.6 22.3-28.3 18.1-24.1 15.5-21.5 600 J..Lm Sieve 23.5-27.5 19.1-23.1 16.7-20.7 13.6-17.6 11.7-15.7 300 J..Lm Sieve 18.7 15.5 13.7 11.4 10.0 * Mixture Control Tolerance not applicable to this sieve for this mix. ,Note: When plotted on the 0.45 power gradation chart, the mixture target gradation shall pass below the restricted zone for projects designed at Level B, C, or D as designated in the project Plans or project General Notes, unless Rutting Susceptibility testing in Subsection 828.05 indicates the mix is resistant to rutting. The Mixture Control Tolerance for asphalt content shall be:t 0.4%. . . reeD P taO . ~ S 3D - Co14S') ,.; :I! "'~' '~ ~: 828.02 (Continued) B. Design Requirements: The mixture design properties shall be determined in accordance with the Superpave mixture design system except as noted. The Superpave gyratory compaction effort employed shall conform with Table 828.02.B.4. TABLE 828.02.B.l. :SUPERPA VE MIXTURE DESIGN VOLUl\1ETRlC CRITERIA Design Parameter Design Criteria a. Percent of Maximum Specific Gravity (%Gmm) at the design 96% number of gyrations, (Nd) b. % Gmm at the initial number of gyrations, (Ni) <89% c. % Gmm at the maximum number of gyrations, (Nm) <98% d. Percent voids in mineral aggregate (VMA) at Nd See Table 828.02.B.2. e. Percent voids filled with asphalt (VF A) at Nd See Table 828.02.B.3. f. Fines to effective asphalt binder ratio (F/Pbe) 1. Mixtures designed above or through the Restricted Zone 0.6-1.2 2. Mixtures designed below the Restricted Zone 0.8-1.6 g. Tensile strength (GDT 66) 1. Ratio 80% min. 2. Stress 400 kPa min. h. Retention of Coating (GDT 56) 95% min. Maximum specific gravity (Gmm) determined in accordance with AASHTO T 209. TABLE 828.02.B.2. SUPERP A VE VOIDS IN MINERAL AGGREGATE (VMA) CRITERIA . ' Nominal Maximum Sieve Size(mm) Minimum % VMA 37.5 11 25.0 12 19.0 13 12.5 14 9.5 15 .. .. VMA is to be determined based on effective specific gravity of the aggregate (Gse). (pO PRLOP ~S30 - l~4S) " ': 828.02 (Continued) 00 TABLE 828.02.B.3. SUPERPA VE VOIDS FILLED WITH ASPHALT (VFA) CRITERIA RANGE , :MIX DESIGN LEVEL Minimum Maximum A 70 80 B 65 78 C 65 75 D 65 75 TABLE 828.02.B.4. SUPERP A VE GYRATORY COMPACTOR (SGC) COMPACTION CRITERIA :MIX DESIGN LEVEL Nini Ndes Nmax A* 5 76 117 B 7 86 134 C 8 96 152 D 8 109 174 * Note: This gyratory compaction level shall be used for all Superpave mixes used in shoulder construction and for sub-base mixture under Portland cement concrete pavement . ~ ~~ peLD p ~S30 - C;2.4S) . ' 828.03 CONVENTIONAL FINE GRADED MIXTURES JOB :MIX FORMULA AND DESIGN LIMITS f: , e, MIXTURE CONTROL TOLERANCE TYPE MIXTURE 4.75 mm ::I: 0.0 ::I: 5.6 ::I: 5.7 ::1:4.6 ::I: 3.8 ::1:2.0 100 90-100 75-95 60-65 20-50 4-12 ::1:0.4 6.00 - 7.50 n/a 5-7 n/a 50-80 n/a Min. 0.8 n/a 95 * Mixture Control Tolerance not applicable to this sieve for this mix. Note: This mixture shall be compacted at 50 gyrations with the Superpave Gyratory Compactor. , . ,: . , rcP P;2LoP ~S30 - L~4S) , IOc. f . . 828.04 AGGREGATE GROUPS ALLOWABLE. The aggregate group or blend which may be used for each mixture will be specified with the Pay Item description. A description of the aggregate groups and blends which may appear in the Proposal and Plans are defined as follows: '. PAY ITEM DESIGNATION EXPLANATION OF AGGREGATE GROUPS ALLOWABLE Group I or II 100% Group I, 100% Group IT, or any blend of the groups may be used. Group II only 100% Group II only is required. Blend I Either 100% Group II material or a blend of Group I and Group II aggregate is allowed. The Group I fraction shall not exceed 60% by weight of the total aggregates nor contribute more than 50% by weight of the coarse aggregate portion. 828.05 RUTTING SUSCEPTmll.,ITY TESTING: The Office of Materials and Research may run a rutting susceptibility test on any asphalt mixture used in construction. Results of tests with the Asphalt Pavement Analyzer shall be provided for any mixtures designed by a Certified Hot Mix Producer or Independent Testing Laboratory. The rutting susceptibility test will be conducted according to GDT Test Procedure 115. Each mix will have 3 specimens fabricated and tested. If the average rut depth for the 3 specimens exceeds 5 mm for SMA and Superpave mixes and 7 mm for the 4.75 mm mix, that asphaltic concrete mixture shall not be used in the Work. 828.06 FATIGUE TESTING: The Office of Materials and Research may conduct a fatigue test on any Superpave asphalt mixture design or Superpave asphalt mixture used in construction to determine acceptability of the materials. The test shall be performed according to test procedure AASHTO. TP 8-94, or other procedure approved by the Office of Materials and Research. o ti '- . Materials and Research peLDP 8530 -~~4)) DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA Revised March 1, 1988 ._- SPECIAL PROVISION Modification of Standard Specification SECTION 228 - GRADING (MODIFIED), INCLUDING HAUL (For County Contract Only) PROJECT NO.: 'Pr<. ~z>O ,~O C.L4-<;,"~ . 228.01 DESCRIPTION:This item consists of excavation of all materials of whatever nature including borrow if required, to alignment, grade and typical cross-sections shown on the plans; or as directed by the Engineer, all necessary hauling, formation of embankments, shoulder construction, subgrade construction, ditch excavation, finishing and dressing, replacement of unsuitable material removed from the subgrade, and disposal of any unsuitable or surplus material. It shall include the removal and disposal of miscellaneous roadway items including, but not limited to, curbs, drainage structures and pavements, unless established as separate contract items. It shall also include all necessary clearing and grubbing in accordance with Sections 201 and 202, required to complete the work unless these items have been established as pay items in the contract. 228.02 MATERIALS: All suitable material excavated, including that taken from trenches, roadway ditches and slopes, shall be used in forming embankments as far as practicable. Surplus or unsuitable materials shall be used in flattening slopes of embankments, backfilling washes or ditches, or wasted back of the construction lines as directed. 228.03 CONSTRUCTION: The construction shall be done using equipment approved by the Engineer, which will not damage base, pavement or other appurtenances to be retained. The Engineer shall set slope stakes to fit the typical section, or as he may deem necessary, establish grades in accordance wit these specifications, and set final stakes to verify that the excavation sections of the roadway and the embankments comply with the typical section. The work shall be done in accordance with the appropriate portions of Specifications 201, 202, 205, 206, 207, 208, and 209 of these Specifications. Prior to placing any base material, the subgrade shall be finished in accordance with 209.03. A. Clearing and Grubbing: Clearing and grubbing shall be done well in advance of excavation and embankment construction. B. General Requirements: 1. Cross Section: As a minimum requirement the roadway shall be graded in accordance with the specified typical sections. - . 2. Slopes, Ditches, Shoulders: The excavation shall be done so that front slopes, ditches and shoulders are neatly trimmed to the lines given. Additional shoulder width will be permitted when extra width shoulders are ready in place and fit the existing roadbed provided the finished shoulders present a reasonably uniform appearance. Page Two 3. Shaping and Dressing: After all excavation and formation of embankments and shoulder have been substantially completed the roadway shall be properly shaped, finished and dressed in reasonably close conformity to the lines and grades given. C. Compaction: All embankments shall be built up in 8-inch layers and the full width of the cross section compacted in accordance with Section 208. 228.04 MEASUREMENT: Grading (Modified) Including Haul will be measured in Linear Miles along the centerline of the road or the median, including ramps when so shown on the plans. Surplus material may be disposed of beyond the end of the project, but the mileage measured for payment will not extend beyond the established termini. 228.04 PAYMENT: The item of Grading (Modified) Including Haul will be paid for at the Contract Unit Price per Linear Mile complete in place, which price shall be full compensation for clearing and grubbing inside the construction limits where this item is not shown as a separate item in the Contract, for all excavation to the typical section required or as modified herein, formation of embankments, construction of shoulders, backing out subgrades for pavement, flushing fill slopes and ramps, filling washes, wasting surplus or unsuitable material, finishing and dressing, cleaning of side ditches, all hauling of excavation, and any incidentals necessary to complete the Item. It is clearly understood that in no case will any separate payment be made for finishing and dressing, and that the cost of necessary finishing and dressing to comply with these Specifications shall be included in the Contract Unit Price of Grading (Modified) Including Haul. Payment will be made under: Item 228. Grading (Modified) Including Haul................... ..per Linear Mile Office of State Aid PROJECT NO.: "RZ. ~~30/0D C:Z.4-5:"j 12\utMo.JD to . .. . .) . . .I..t ...;.... '. . "~~I~. '-. . " " ":: . ., , :E Q.. c ,'. > -...; ;;.. c..:: N ~ -", ~i= \.II! 09 ~ \J C:::~ . ~ ~ >:c VI -. I <t~ ~ ::0 0- rt) 0::: ~ ~ ~ ~()Q :c ( ~ ~ 0 ""J " ~ z 1\1 w Il\ ..J . () ~ 0 ,I Z - (,) l~ a.l 0' a. ... a.. ro E I- Q) W -E W c 0 ::J: a:; U) Q) ~ >- 0 en c::r; ~ Q) <( 5 2 '0 2 ~ Q) ::) ~ .D C/') E :::l C Q) -E -E .~ -0 C 0 :E a. C/) 0 Q) .... 0: ~ ~ 0 (,) :2 :::l 0 J:: C/) 12 ~ C/) E - c 0 ~ @ . 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Cl 9" ~ ... ~ \i.(J\~ . ~~~ ')-O-~ -0) I ~J.:J ~ 8'" I o :: ~ I I ;aJ? . .. -- ._- ----.------ , , . . . . \ . "",ro.~ ~ I so~ 'is> OF ..oc 1)004. .' i I ~:- :~~ .a ov- f! ,;J~k \ ~~~~noow~~:IPV 'iL. >>' :IIl'e . OJ"", -0>( ~ _oo......,s ~ ,-. < I ll. 11I"/n. ~-- / * l/~o-4.l' sa. ....... - - -~~ ..-...r wor.a: TYPICAL SECTION NO.7 QROTHtlfSV1uJ: ~OAO sr.... 20~1.71 TO sr,,- :...1% ... -.--.._.----- N u..ffT. -T ~ ""'fD'~ .. ~ i"!I: -~ i> I~O "*/SG 10 Of i CIS,..,.. r~U.~ / ....~~ r- T ~ 1/4-/,.,. -- --- --- ~ -- - I 00$..... A$PN...r 5\:llfACl:- TIPICAL SECTION NO.8 STOREY ..IU. ~OAll sr,,- 3.00 TO ST"- 5.00 -'- < I II \ ".-," ~ / * I~ w: I~O-4;~ /" ~,:~.- ~ U, Eo ".Om. .. 11'1 LJJr ~ TIPICAL SECTION NO.9 STORn ..1U. 'lOAlI ST'" 5..00 ro ST... 7"'6.<6 SURfACE COURSE\ r~ '/ARlES ~a..SE OR PA~T "SPH~:~'~J13Lr' , .3/.- / FT. !'IPS: il- ASPHAl.nC ~ OR PA\If)I(IC T 'MOE/<INC t SESO ;l: /so. -i6 Co~ I q rt'IlI\ 1 Nc.L. ~ l1"u!V\ O~. 12e:.:l~ ~.~ SJ~E:. / 6P I tL 2., ""PrrL ~D \-\ .L\~ CLASS "s" CONCRETE SASE OR PAVEMENT WIDENING SEE plJ\N FOR LOCA 1l0N "r.s. CAsII: l: :~~~_~~ nt( DIS'rWa I'4'4i11O NG .... cu. .uc #: . - ""..as.. "10.... a..ss 'r COOCMT1: SIMU. P 0 ~ .. UOl '" ll4( "'SI[ NO) ~'WC SO'(Of1Cl IT 1>< ~ 1_' ~._:~ ':U- a( - - "Q.ASS a c:cooaon: - '"' L. 0 . VJ '. . ~~~~~~~~~::-~::,..oc:.,~ll4(NO)'Pl t~'O' lZ4 COIIWAC'fOIt ....., P\..ltCt Q.4SS '"I- IIlI UOJ 0' nt( IAS( MIlO ,.Awe ~ .. n.at -..s. ~''noOfr ..... ""r IIC ..- """ Cl.\SS 'r ~ I. Co . <DCIIVt. lIJr ~''noOfr - ll4( 0f1l0( "IOlIf ..... IIC ~ .r ll4( It"...o . ~ so """ Do( EO.lIY4lDOr _ _ ~'_ OU,,"'1Il;S ~ -- -~-- . ': ~~ . 1M oc:..v.utD .rr.AtAS CllttArtR TW.... S'~ .. -CUM 1M: c::r::wm..cTI:I lI<tU. 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