HomeMy WebLinkAboutDepatment of Transportation
Augusta Richmond GA
DOCUMENT NAME: C\~'. cl- -\"{or,,~':)()(-\-Q-\\ CJ'(}
DOCUMENT TYPE: ~~~~
YEAR: ~
BOX NUMBER: O~
FILE NUMBER: \~3D
NUMBER OF PAGES: ~
c7~ /I IJ33lJ
DATE CONSTRUCTION'
AUTHORIZED
NOV 1 31997
DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
~'
"
CONTRACT
DO NOT UNSTAPLE THIS BOOKLET. . . . ENTER ALL REQUIRED INFORMATION
---------------------------- EITHER BY HAND OR BY STAMP.
DATE OF OPENING : NONE
CALL ORDER : NONE
CONTRACT ID : C31656-97-000-0
PCN
PROJECTS AND CONTRACT NO.
3291629C10000
PRLOP-1502-1(245) C1
COUNTY : RICHMOND
CODE: 102450
'-.
1. RICHMOND COUNTY
NOVl 2;~=
GEORGIA DEPARTMENT OF TRANSPORTATION
NOTICE TO PROCEED
PROJECT NUMBER:
PRLOP-1502-1(245) Cl
COUNTY:
RICHMOND
CONSTRUCTION AUTHORIZATION:
DISTRICT 2
EFFECTIVE DATE:
CONTRACT ID. NO.:
NOVEMBER 13, 1997
C31656-97 -000-0
CONTRACT WITH:
RICHMOND COUNTY
DATE CONTRACT EXECUTED:
NOVEMBER 12, 1997
ALEX L. DOBBS
STATE TRANSPORTATION OFFICE ENGINEER
DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
CONTRACT ID : C31656-97-000-0
...
INTERSECTION IMPROVEMENTS AT THREE LOCATIONS ON BARTON
CHAPEL RD.
----------------------------------------------------------------------
SITE
CONTRACT TIME
LIQUIDATED DAMAGES
. .
----------------------------------------------------------------------
00
COMPLETE CONTRACT
NONE
~
'"
DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
CONTRACT SCHEDULE
DATE.
PAGE
09/22/97
3
CONTRACT ID: C31656-97-000-0
;
PROJECT(S) : 3291629C10000 PRLOP-1502-1 (245) C1
-------------------------------------------------------------------------------
-; LINE
NO
ITEM
DESCRIPTION
APPROX.
QUANTITY
AND UNITS
UNIT PRICE
BID AMOUNT
DOLLARS I CTS
DOLLARS ICTS
-------------------------------------------------------------------------------
SECTION 0001 ROADWAY.
334,590.85
--------------------------------------------------------------------------------
161-1000 EROSION
0005 CONTROL -
PRLOP-1502-1(245) C1.
I
LUMP
LUMP
372.68
-------------------------------------------------------------------------------
171-0010 TEMPORARY SILT
0010 FENCE, TYPE A
3,500.000.
1. 75000
6,125.00
LF
-------------------------------------------------------------------------------
207-0203 FOUND BKFILL
0015 MATL, TP II
200.000
18.26000
3,652.00
CY
---.----------------------------------------------------------------------------
310-1101 GR AGGR BASE
0020 CRS, INCL MATL
4,000.000
5.36000
21,440.00
TN
-------------------------------------------------------------------------------
318-3000 AGGR SURF CRS
0025
650.000
4.80000
3,120.00
TN
-------------------------------------------------------------------------------
402-0111 RECYCLED ASPH
0030 CONe B, GP 1 OR 2, INCL'
BITUM MATL & H LIME TN
1,450.000
18.61000
26,984.50
------------------------------------.-------------------------------------------
. ..
402-0113 RECYCLED A$PH
0035 CONC E, GP 1 OR 2, INCL
BITUM MATL & H LIME
1,800.000
20.73000
37,314.00
TN
-------------------------------------------------------------------------------
402-1811 RECYCLED ASPH
0040 CONC LEVELING, INCL
BITUM MATL
1,570.000
20.04000
31,462.80
TN
-------------------------------------------------------------------------------
413-1000BITUM TACK COAT
0045
1,880.000
0.50000
940.00
GL
--------------------------------------------------------------------------------
~ 432-5010 MILL ASPH CONC
0050 PVMT, VARIABLE DEPTH
1,400.000
2.18000
3,052.00
SY
-------------------------------------------------------------------------------
DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
CONTRACT SCHEDULE
DATE
PAGE
09/22/97
4
CONTRACT ID: C31656-97-00Q-0
PROJECT{S) : 3291629C10000 PRLOP-1502-1(245) C1
-------------------------------------------------------------------------------
'; LINE
NO
ITEM
DESCRIPTION
APPROX.
QUANTITY
AND UNITS
UNIT PRICE
BID AMOUNT
---------------- --------------
DOLLARS I CTS
DOLLARS . I CTS
-------------------------------------------------------------------------------
436-1000 ASPHALTIC
0055 CONCRETE CURB - EXT
RUDED - 6" X 6"
300.000
4..37000
1,311.00
LF
-------------------------------------------------------------------------------
441-0016 DRIVEWAY
0060 CONCRETE, 6 IN TK
3 6 0 ..0 0 0
15.59000
5,612.40
SY
-------------------------------------------------------------------------------
441-0018. DRIVEWAY
0065 CONCRETE, 8 IN TK
490.000
19.58000
9,594.20
SY
-------------------------------------------------------------------------------
441-0104 CONC SIDEWALK,
0070 4 IN
475.000
12'.01000
5,704.75
SY
-------------------------------------------------------------------------------
441-0303 CONC SPILLWAY,
0075 TP 3
1. 000
617.53000
617.53
EA
-------------------------------------------------------------------------------
441-0748 CONCRETE
0080 MEDIAN, 6 IN
15.000
. 20.36000
305.40
SY
-------------------------------------------------------------------------------
441-6012 CONC CURB &
0085 GUTTER, 6 IN X 24 IN, TP
2 LF
100.000
3.86000
386.00
-------------------------------------------------------------------------------
441-6022 CONC CURB &
0090 GUTTER, 6 IN X 30 IN,I TP
2 LF
5,500.000
6.62000
36,410.00
---------------------------"-----------------------------------------~----------
500-3200 CLASS B
0095 CONCRETE
. 5.000
162.87000
814.35
CY
-------------------------------------------------------------------------------
,
500-3800 CLASS A
; 0100 CONCRETE, INCL REINF ;
STEEL
30.000
295.28000
8,858.40
CY
-------------------------------------------------------------------------------
..
500-9999 CLASS.B CONC,
0105 BASE OR PVMT WIDENING:
50.000
85.96000
4,298.00
CY
-------------------------------------------------------------------------------
DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
CONTRACT SCHEDULE
CONTRACT ID: C31656-97-000-0
PROJECT(S) : 3291629C10000 PRLOP-1502-1(245) C1
DATE
PAGE
09/22/97
5
" LINE
NO
ITEM
DESCRIPTION
-------------------------------------------------------------------------------
BID AMOUNT
APPROX.
QUANTITY
AND UNITS
UNIT PRICE
---------------- --------------
DOLLARS ICTS
DOLLARS I CTS
550-1120 STORM DRAIN
0110 PIPE, 12 IN, H 1-10
-------------------------------------------------------------------------------
115.000
LF
7.20000
828.00
550-1150 STORM DRAIN
0115 PIPE, 15 IN, H 1-10
-------------------------------------------------------------------------------
170.000
LF
11.30000
1,921.00
550-1180 STORM DRAIN
0120 PIPE, 18 IN, H 1-10
-------------------------------------------------------------------------------
1,650.000
LF
15.68000
25,872.00
550-1240 STORM DRAIN
0125 PIPE, 24 IN, H 1-10
-------------------------------------------------------------------------------
1,150.000
LF
20.77000
23,885.50
550-1480 STORM DRAIN
0130 PIPE, 48 IN, H 1-10
-------------------------------------------------------------------------------
30.000
LF
46.76000
1,402.80
550-1600 STORM DRAIN
0135 PIPE, 60 IN, H 1-10
---------------------------.----------------------------------------------------
100.000
LF
53.14000
5,314.00
-------------------------------------------------------------------------------
550-4218 FLARED END
0140 SECTION 18 IN, STORM
DRAIN
2.000
EA
230.84000
461.68
-------------------------------------------------------------------------------
550-4224 FLARED END
0145 SECTION 24 IN, STORM
DRAIN
EA
3.000
273.84000
821.52
603-1018 STN PLAIN RIP
0150 RAP, 18 IN
-------------------------------------------------------------------------------
SY
20.000
36.00000
720.00
603-1024 STN PLAIN RIP
. 0155 RAP, 24 IN
-------------------------------------------------------------------------------
SY
100.000
18.13000
1,813.00
603-2997 FILTER BLANKET
-------------------------------------------------------------------------------
0160
SY
120.000
6.47000
776.40
-------------------------------------------------------------------------------
DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
CONTRACT SCHEDULE
DATE
PAGE
09/22/97
6
CONTRACT ID: C31656-97-000-0
PROJECT(S) : 3291629C10000 PRLOP-1502-1(245) C1
-------------------------------------------------------------------------------
LINE
NO
ITEM
DESCRIPTION
APPROX.
QUANTITY
AND UNITS
UNIT PRICE
BID AMOUNT
---------------- --------------
DOLLARS I CTS
DOLLARS ICTS
-------------------------------------------------------------------------------
611-3010 RECONSTR DROP
0165 INLET, GROUP 1
2.000
949.28000
1,898.56
EA
-------------------------------------------------------------------------------
611-3100 RECONSTR
0170 JUNCTION BOX
1.000
925.50000
925.50
EA
-------------------------------------------------------------------------------
611-9000 CAPPING MINOR
0175 STRUCTURE
2.000
305.13000
610.26
EA
-------------------------------------------------------------------------------
653-0120 THERMOPLASTIC
0180 PVMT MARKING, ARROW, TP 2
24.000
32.69000
784.56
EA
-------------------------------------------------------------------------------
653-0210 THERMOPLASTIC
0185 PVMT MARKING, WORD, TP 1
10.000
41.57000
415.70
EA
-------------------------------------------------------------------------------
653-1501 THERMOPLASTIC
0190 SOLID TRAF STRIPE, 5 IN,
WHITE LF
2,800.000
0.17000
476.00
-------------------------------------------------------------------------------
653-1502 THERMOPLASTIC
0195 SOLID TRAF STRIPE, 5 IN,
YELLOW LF
11,000.000
0.17000
1,870.00
-------------------------------------------------------------------------------
653-1604 THERMOPLASTIC
0200 SOLID TRAF STRIPE, 18 IN,
WHITE LF
90.000
1.42000
127.80
-------------------------------------------------------------------------------
653-1704 THERMOPLASTIC
0205 SOLID TRAF STRIPE, 24 IN,
WHITE LF
165.000
2.22000
366.30
-------------------------------------------------------------------------------
653-1804 THERMOPLASTIC
, 0210 SOLID TRAF STRIPE, 8 IN,
WHITE LF
150.000
0.56000
84.00
-------------------------------------------------------------------------------
. - 653-3501 THERMOPLASTIC
0215 SKIP TRAF STRIPE, 5 IN,
WHITE
740.000
0.09000
66.60
GLF
-------------------------------------------------------------------------------
DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
CONTRACT SCHEDULE
DATE
PAGE
09/22/97
7
CONTRACT ID: C31656-97-000-0
PROJECT(S) : 3291629C10000 PRLOP-1502-1(245) C1
-------------------------------------------------------------------------------
LINE
NO
ITEM
DESCRIPTION
APPROX.
QUANTITY
AND UNITS
UNIT PRICE
BID AMOUNT
DOLLARS I CTS
DOLLARS ICTS
-------------------------------------------------------------------------------
653-3502 THERMOPLASTIC
0220 SKIP TRAF STRIPE, 5 IN,
YELLOW
650.000
0.10000
65.00
GLF
-------------------------------------------------------------------------------
653-6004 THERMOPLASTIC
0225 TRAF STRIPING, WHITE
390.000
1.58000
616.20
SY
-------------------------------------------------------------------------------
653-6006 THERMOPLASTIC
0230 TRAF STRIPING, YELLOW
1,000.000
1.58000
1,580.00
SY
-------------------------------------------------------------------------------
654-1010 RAISED PVMT
0235 MARKERS TP 10
30.000
17.49000
524.70
EA
-------------------------------------------------------------------------------
668-1100 CATCH BASIN,
0240 GP 1
25.000
886.52000
22,163.00
EA
-------------------------------------------------------------------------------
668-1110 CATCH BASIN,
0245 GP 1, ADDL DEPTH
15.000
89.50000
1,342.50
LF
-------------------------------------------------------------------------------
668-1200 CATCH BASIN,
0250 GP 2
2.000
1,146.30000
2,292.60
EA
-------------------------------------------------------------------------------
668-1210 CATCH BASIN,
0255 GP 2, ADDL DEPTH
10.000
143.26000
1,432.60
LF
-------------------------------------------------------------------------------
668-2100 DROP INLET, GP
0260 1
19.000
570.96000
10,848.24
EA
-------------------------------------------------------------------------------
668-4300 STORM SEWER
. 0265 MANHOLE, TP 1
2.000
834.84000
1,669.68
EA
-------------------------------------------------------------------------------
668-4311 STORM SEWER
0270 MANHOLE, TP 1, ADDL
DEPTH, CL 1
2.000
101.21000
202.42
LF
-------------------------------------------------------------------------------
DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
CONTRACT SCHEDULE
DATE
PAGE
09/22/97
8
~
CONTRACT ID: C31656-97-000-0
PROJECT(S) : 3291629C10000 PRLOP-1502-1(245) C1
-------------------------------------------------------------------------------
LINE
NO
ITEM
DESCRIPTION
APPROX.
QUANTITY
AND UNITS
UNIT PRICE
BID AMOUNT
DOLLARS . I CTS
DOLLARS ICTS
-------------------------------------------------------------------------------
668-4400 STORM SEWER
0275 MANHOLE, TP 2
1. 000
1,211.74000
1,211.74
EA
-------------------------------------------------------------------------------
668-4411 STORM SEWER
0280 MANHOLE, TP 2, ADDL
DEPTH, CL 1
4.000
122.00000
488.00
LF
-------------------------------------------------------------------------------
668-5000 JUNCTION BOX
0285
2.000
808.23000
1,616.46
EA
-------------------------------------------------------------------------------
668-7000 DRIVEWAY GRATE
0290 INLET, SPECIAL DESIGN,
PIPE SIZE - EA
1. 000
5,125.12000
5,125.12
,
-------------------------------------------------------------------------------
668-7012 DRAIN INLET,
0295 12 IN
6.000
284.40000
1,706.40
EA
-------------------------------------------------------------------------------
706-1003 TURF
0300 ESTABLISHMENT, TP C
3.500
540.00000
.1,890.00
AC
-------------------------------------------------------------------------------
ITOTAL BID
334,590.85
-------------------------------------------------------------------------------
-------------------------------------------------------------------------------
THIS AGE~~MENT~D~AND ENTERED INTO THIS THE I~DAY OF
~An~f19~ BX AND BETWEEN THE DEPARTMENT OF TRANSPORTATION
PARTY OF THE FIRST PART (HEREINAFTER CALLED THE DEPARTMENT) AND THE
COMMISSIONERS OF---RICHMOND ---COUNTY
(HEREINAFTER CALLED THE COUNTY) WHO HAVE BEEN DULY AUTHORIZED TO
,EXECUTE THIS AGREEMENT:
WITNESSETH:
WHEREAS, THE DEPARTMENT AND THE COUNTY DESIRE THE IMPROVEMENT AND
CONSTRUCTION OF A CERTA'IN FACILITY AND THE COUNTY DESIRES AND AGREES
TO FURNISH AND DELIVER ALL THE MATERIAL AND TO DO AND PERFORM ALL
THE WORK AND LABOR FOR SAID PURPOSE. THE PROJECT BEING MORE
PARTICULARLY DESCRIBED HEREIN.
,
NOW THEREFORE IN CONSIDERATION OF THE PREMISES, THE MUTUAL COVENANTS
HEREIN CONTAINED AND TH~ SUM OF ONE DOLLAR ($1.00) BY EACH OF THE
PARTIES TO THE OTHER IN HAND PAID, THE RECEIPT WHEREOF IS HEREBY'
ACKNOWLEDGED, THE PARTIES HERETO AGREE AS FOLLOWS:
(1) THE WORK AND MATERIALS SHALL BE IN STRICT AND ENTIRE,CONFORMITY
WITH THE PROVISIONS OF THIS CONTRACT AND THE PLANS AND SPECIFICATIONS
PREPARED (OR APPROVED) BY THE CHIEF ENGINEER OR HIS
AUTHORIZED REPRESENTATIVE THE ORIGINALS OF WHICH ARE ON FILE IN THE
OFFICE OF THE CHIEF ENGINEER AND WHICH SAID PLANS AND
SPECIFICATIONS ARE HEREBY MADE PART OF THIS AGREEMENT AS FULLY AND
TO THE SAME EFFECT AS IF THE SAME HAD BEEN SET FORTH AT LENGTH IN THE
BODY OF THIS AGREEMENT. :THIS CONTRACT WILL BE EXECUTED AND CONSTRUCTED
IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS" 1993 EDITION
AND THE 1997 SUPPLEMENTAL SPECIFICATION BOOK SPECIAL PROVISIONS
INCLUDED IN AND MADE A PART OF THIS CONTRACT.
(2) IT IS UNDERSTOOD THAT MATERIAL PITS ARE TO BE FURNISHED BY THE
COUNTY AT NO COST TO THE DEPARTMENT OF TRANSPORTATION.
(3) IT IS UNDERSTOOD T~T THE DEPARTMENT OF TRANSPORTATION WILL NOT
PARTICIPATE IN THE COST OF ANY UTILITY FACILITY REMOVAL AND RELOCATIONS
NECESSARY IN CONNECTION WITH CONSTRUCTION OF THIS PROJECT, UNLESS
OTHERWISE SPECIFIED IN THE CONTRACT. THE (COUNTY/CITY) SHALL BE
RESPONSIBLE FOR HANDLING: THE ARRANGEMENTS WITH UTILITY OWNERS FOR ANY
REMOVAL AND RELOCATIONS ~ECESSARY. THE (COUNTY/CITY) SHALL GIVE THE
UTILITY OWNERS AMPLE NOTICE, OF THE IMPENDING CONSTRUCTION, TO ALLOW
TIME FOR ENGINEERING AND: MATERIAL ORDERS REQUIRED FOR ANY REMOVAL
AND RELOCATIONS NECESSARY. ALSO, THE (COUNTY/CITY) AGREES TO CLEAR
RIGHTS-OF-WAY OBSTRUCTIONS WITHOUT EXPENSE TO THE DEPARTMENT ,OF
TRANSPORTATION. FOR PURPOSES OF APPLYING PROVISION OF THIS
PARAGRAPH; RAILROADS ARE: CONSIDERED UTILITIES. IN ADDITION TO THE
FOREGOING, THE (COUNTY/CITY) SHALL OBTAIN APPROVAL OF PLANS AND
ACQUIRE EASEMENTS OR OTHER PROPERTY RIGHTS FROM THE RAILROAD FOR
CONSTRUCTION WITHIN RAILROAD PROPERTY/RIGHT OF WAY AND SHALL PROVIDE
FOR THE PROTECTION OF RAILROAD INTERESTS, INCLUDING FLAGGING AND
INSPECTION, AS MAY BE REQUIRED BY THE RAILROAD.
(4) IT IS UNDERSTOOD THAT THE QUANTITIES 'SHOWN ARE APPROXIMATE
ONLY AND SUBJECT EITHER TO INCREASE OR DECREASE AND ANY INCREASES OR
DECREASES ARE TO BE PAID FOR AT THE CONTRACT UNIT PRICE GIVEN.
(5) THE WORK SHALL BEGIN:WITHIN TEN DAYS AFTER ,NOTIFICATION TO BEGIN
WORK BY THE CHIEF ENGINEER TO THE COUNTY THE WORK SHALL BE CARRIED
THROUGH TO COMPLETION WITHOUT'UNREASONABLE DELAY AND WITHOUT SUSPENSION,
OF WORK UNLESS AUTHORIZED IN WRITING BY THE CHIEF ENGINEER.
IF THERE ARE UNREASONABLE DELAYS OR UNAUTHORIZED SUSPENSIONS OF WORK,
THE DEPARTMENT RESERVES THE RIGHT TO CHARGE THE COUNTY, NOT AS A
PENALTY BUT AS LIQUIDATED DAMAGES, THE COST TO THE DEPARTMENT OF
MAINTAINING ITS ENGINEERING AND INSPECTION FORCE ON THE WORK OR TO CANCEL
THIS CONTRACT AND COMPLETE .THE WORK BY CONTRACT OR OTHERWISE.
(6) THE WORK SHALL BE DONE IN ACCORDANCE WITH THE LAWS OF THE STATE OF
GEORGIA AND TO THE SATISFACTION OF THE DEPARTMENT OF TRANSPORTATION
., .
THE DECISION OF THE CHIEF ENGINEER UPON ANY QUESTION CONNECTED WITH
THE EXECUTION OR FULFILLMENT OF THIS AGREEMENT AND INTERPRETATION OF
THE SPECIFICATIONS OR UPON ANY FAILURE OF D~L~Y IN THE PROSECUTION
OF THE WORK BY THE COUNTY SHALL BE FINAL AND CONCLUSIVE .
(7) THE COUNTY AGREES TO PERFORM ALL EXTRA WORK THAT MAY BE REQUIRED
OF THEM ON THE BASIS OF ACTUAL COST.
I
(8) THE FINANCING OF THIS PROJECT SHALL BE AS FOLLOWS:
PAYMENTS WILL BE MADE ON MONTHLY STATEMENTS AS THE WORK PROGRESSES.
(9) DRUG-FREE WORKPLACE, CERTIFICATION:
-------------------------------------
THE UNDERSIGNED CERTIFI~S THAT THE PROVISIONS OF CODE SECTIONS 50-24-1
THROUGH 50-24-6 OF THE OFFICIAL CODE OF GEORGIA ANNOTATED, RELATED TO
THE **DRUG-FREE WORKPLACE ACT**, HAVE BEEN COMPLIED WITH IN FULL. THE
UNDERSIGNED FURTHER'CERTIFIES THAT:
(1) A DRUG-FREE WORKPLACE WILL BE PROVIDED FOR THE CONTRACTOR'S
EMPLOYEES DURING THE PERFORMANCE OF THE CONTRACT; AND
(2) EACH CONTRACTOR WHO HIRES A SUBCONTRACTOR TO WORK IN A DRUG-FREE
WORKPLACE SHALL SECURE FROM THAT SUBCONTRACTOR THE FOLLOWING WRITTEN
CERTIFICATION: 'AS.PART OF THE SUBCONTRACTING AGREEMENT WITH
(CONTRACTOR'S NAME) (SUBCONTRACTOR'S NAME)
---------------------------- --------------------------
CERTIFIES TO THE CONTRACTOR THAT A DRUG-FREE WORKPLACE WILL BE PROVIDED
FOR THE SUBCONTRACTOR'S 'EMPLOYEES DURING THE PERFORMANCE OF THIS
CONTRACT PURSUANT TO PARAGRAPH (7) OF SUBSECTION (B) OF CODE SECTION
50-24-3. ' . I
. ALSO THE UNDERSIGNED FURTHER CERTIFIES THAT HE WILL NOT ENGAGE IN THE
UNLAWFUL MANUFACTURE, SALE, DISTRIBUTION, DISPENSATION, POSSESSION,
OR USE OF A CONTROLLED SUBSTANCE OR MARIJUANA DURING THE PERFORMANCE
OF THE CONTRACT.
-------------------------------------------------------------------
IN WITNESS WHEREOF THE :DEPARTMENT OF TRANSPORTATION HAS CAUSED THESE
PRESENTS TO BE EXECUTED BY THE COMMISSIONER OF SAID DEPARTMENT, WHO
HAS BEEN DULY AUTHORIZED, AND BY THE BOARD MEMBER FOR THE COUNTY,
WHO HAS BEEN DULY AUTHORIZED BY THE COMMISSIONERS OF SAID COUNTY,
WHO HAVE HERETO SET THEIR HAND THIS DAY AND YEAR AS SHOWN
BELOW.
***********************************~:c:
FED ID NO. /IRS NO. 58' 4>000 ~ tS
***************************************
EXECUTED ON BEHALF OF THE
DEPARTMENT OF TRANSPORTATION
THIS
THE I Z. DAY OF
EXECUTED ON BEHALF OF
---RICHMOND COUNTY
THIS
BY:
~
OMMISSIONER
MEMBER
RECOMM NDED:
~v1 ?!hJk;.. ~
DIVISION DIR CTOR .
\ t -'1-0/1
WITNESS FOR COUNTY:
'-!7CLxry. i) 7n&2~
THIS CONTRACT APPROVED BY THE
COUNTY COMMISSIONER?e A
tJt;P ~D Ti q?
AY OF /JJJ~ 19 1/1
This docUMlnt .,preVl4 as
.1/!'.?1~7
DATE:
WITNESS FOR THE DEPARTMENT
OF TRANSPORTATION:
J Ice
CONTRACT ID
DEPARTMENT OF' TRANSPORTATION
STATE OF GEORGIA
DATE: 09/17/97
PAGE: 1
SPECIAL PROVISIONS
C31656-97-000-0
INTERSECTION IMPROVEMENTS AT THREE LOCATIONS ON BARTON
CHAPEL RD.
S.P. CODE
-------------------------------------------------------------------------------
SPECIAL PROVISIONS DESCRIPTION
-------------------------------------------------------------------------------
l07-1-93-SP
108-1-93-SP
l09-1-93-SP
161-2-93-SP
400-2-93-SP
402-1-93-SP
'A96-0-00-SP
A97-0-00-SP
A98-0-00-SP
A99-0-00-
LEGAL REGULATIONS (ENVIRONMENTAL)COUNTY/CITY CONTRACTS
WAIVE PROGRESS SCHEDULE
PARTIAL PAYMENT-(CITY/COUNTY CONTRACTS)
SOIL EROS~ON & SEDIMENTATION (COUNTY/CITY CONTRACTS)
ASPHALTIC 'CONCRETE (COUNTY CONTRACTS)
CYCLED ASP LTIC C NCRETE COUNTY CONTRACTS)
I
PLANS (5
,
. I
.'u ....,
\ li
Revision: May I, 1994
DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
SPECIAL PROVISION
SECTION 107 - LEGAL REGULATIONS AND RESPONSIBILITY TO THE PUBLIC
DELETE SUB-SECTION 107.23 ;AS WRIT~EN AND SUBSTITUTE THE FOLLOWING:
107.23 ENVIRONMENTAL CONSIDERATIONS: All environmental considerations and
clearances shall be the responsibility of the County or municipality to meet.
including the requirements of ,Section 404 of the Clean Water Act (33 USC 1344).
After July I, 1991, State funded projects must comply with the requirements
of Chapter 16 of Title 12 of the Official Code of Georgia Annotated, the
Georgia Environmental Pol'icy Act (GEPA), of 1991. In compliance with GEPA,
those projects for \'/hich Federal funding is sought, and NEPA compliance is
accomplished, are exempt from the requirements of GEPA.
GEPA requires that environmental documentation be accomplished for County
or City projects if more 'than 50 percent of the total project cost is funded
by a grant of a State Agency or a grant of more than $250,000 is made by the
State Agency to the mun~cipality or County. The "responsible official of'
the government agency sh4ll determine if a proposed governmental action is
a proposed governmental action which may significantly adversely affect the
quality of the environment~'.
A. THE r:OLLOWING PROJECTS WOULD NOT SIGNIFICANTLY ADVERSELY AFFECT THE
QUALITY OF THE ENVIRONMENT:
Non-land disturbingl activities and minor land disturbing activities
which would not be, anticipated to significantly adversely affect the
quality of the env,ironment include the following list. These types
of projects funded with state money would not be subject to environmental
assessment of any kind. Hearing procedures outlined in GEPA would not
be applicable.
I
1. Minor roadway an~ non-historic bridge projects.
a. ' Modernization of an existing highway by resurfacing. restoration.
rehabilitation, adding' shoulders. widening a single lane or
less in eac~ dIrection. and the addition of a median within
previously d~sturbed existing 'right-of-way_
I
b. Adding auxiliary lanes for localized purposes (weaving. climbing.
speed change~t etc.). and correcting substandard curves and
intersections within previously disturbed existing right-of-
way.
c. Non-historic bridge replacement projects in existing alignment
with no detour bridge.
,.
. ... .
2.
Lighting, signing,. pavement marking, signalization, freeway
surveillance and control systems, and railroad protective devices.
3. Safety projects such as grooving, glare screen, safety barriers,
energy attenuators, median barriers, etc.
4. Highway landscaping and landscape modification, rest area projects
and truck weigh stations within previously disturbed existing right-
of way.
5. Construction of bus shelters and bays within existing right-of-way.
6. Temporary replacement of a highway facility which is commenced
immediately after the occurrence of. a natural disaster or
catastrophic failure to restore the highway for the health, 'welfare,
and safety of the public.
. B. THE FOLLOWING PROJECTS MAY NOT SIGNIFICANTLY ADVERSELY AFFECT THE QUALITY
OF THE ENVIRONMENT:
I
For projects which will cause land disturbance and for which there is
no anticipation that the project may significantly adversely affect
the quality of the environment, certain studies' will be undertaken.
These studies would serve to document whether or not the County or
municipality should anticipate that a. project might significantly
adversely affect the quality of the environment. Documentation of the
studies will be accomplished through he use of the "GEPA Investigation
Studies" checklist.
The types of project which would fall under the category would include:
1. Bridge replacement project on new location or with a detour bridge,
w~ere there are no significant adverse impacts to historic' or
archaeological resources, no involvement with Federally listed
threatened and endangered species and no significant adverse impact
to wetlands.
2. Passing' lanes, median addItions and widening proj'ects. where there
are no significant -adverse impacts to historic or archaeological
resources, no involvement with Federally listed threatened and
endangered speci~s and no significant adverse impact to wetlands.
3. Safety and intersection improvements where there are no significant
adverse impacts to historic. or archaeological resources, no
involvement with Federally listed threatened and endangered species
and no significant adverse impact to wetlands.
4. Rest area projects and truck weight stations with no purchase of
additional right-of-way.
5. New location projects where there are no significant adverse impacts
to historic or archaeological resources. no involvement with
Federally listed threatened and endangered species and no significant
adverse impact to wetlands.
.
" -
... .
If studies demonstrate that the project will not significantly adversely
affect the quality of the environment, project files will be documented.
If studies demonstrate that the project may significantly adversely
affect the quality of the environment, development of an environmental
effects repo~t (EER) will be undertaken along with full GEPA compliance.
C.THE FOLLOWING PROJECTS HAY SIGNIFICANTLY ADVERSELY AFFECT THE QUALITY
OF THE ENVIRONMENT.
This' category of project may
projects. If such projects
an EER shall be prepared.
include major widening and new' location
result in a significant adverse effect,
D. EER PROCEDURE:
GEPA calls for consideration of the "cumulative effect of' the proposed
government actions on the environment....if a series of proposed
government actions are related. either geographically or as logical parts
in a chain of contemplated actions". -Therefore. EER's 'for sections
of roadways to be widened or built as new location facilities will
include all projects which are connected geographically or as logical
parts'in a chain of contemplated actions.
1. During preparation of an environmental effect report, the County
or municipality will consult with and solicit comments from agencies
which have jurisdiction by law, special expertise. or other interest
with respect to environmental impacts.
2. In compliance' with GEPA the following shall be contained in the
EER. at a minimum:
a. Cover sheet;
b. Executive summary;
c. Alternatives. including the no-bUild;
d. Relevant environmental setting; Geology, soils. water supply
and wetlands, floral fauna, archaeology/history, economic
environment, energy, cultural resources;
e. The environmental impact of the proposed action of the relevant
setting and mitigation measures proposed to avoid or minimize
adverse impact;
. f. Unavoidable adverse environmental effects;
g. Value of 'short-term' uses of the environment and maintenance.
and enhancement of its long-term value;
h. Beneficial aspects, both long term and short term and its
economic advantages and disadvantages;
i.' Comments of agencies which have jurisdiction by law, special
expertise. or other interest with respect to any environmental
impact or resource;
.
. ,.
. .... .
'\\l
3. At least 4S days prior, to .making a decision as to whether to proceed,
with the undertaking, publish in the "l~gal organ of each county
in which the proposed governmental action or any part thereof :1s
to occur notice that, an environmental effects report has been
prepared".
4. The' County or municipality shall send a copy of the EER and all
other comments to the Dire~tor, EPD.
5. The 'County or municipality shall make the document available to
the. public and agencies, upon request.
6. A public hearing will be held in each affected county if a least
100 residents of the State of Georgia request on within' 30 days
of publication in the legal organ of an affected county. The
responsible official or his designee may hold a public hearing if
less than 100 requests are received. [The County or municipality
is not relieved of other State legal r~quirements of publi~ hearings,
however. ]
7. Following the public notice period and/or public hearing a summary
of the document, comments received and recommendation as to whether
to proceed with the action as originally prepared, to proceed with
changes, or not to proceed will be prepared (Notice of Decision).
8. This decision document, when signed by the responsible official,
will be .sent to the Director, EPD, and an abbreviated notice of
the. decision will 'be published in the legal organ of each county
in which the proposed governmental action or any part thereof is
to occur.
9. A copy of the decision document, the EER, and public hearing comments
(if any) will be sent to the DEPARTMENT OF TRANSPORTATION, 'OFFICE
OF ENVIRONMENT AND LOCATION and the DEPARTMENT OF NATURAL RESOURSES,
ENVIRONMENTAL PROTECTION DIVISION for their files~
DEPARTMENT OF TRANSPORTATION
OFFICE OF ENVIRONMENT AND LOCATION
3993 AVIATION CIRCLE
ATLANTA, GEORGIA 30336
DEPARTMENT OF NATURAL RESOURSES
ENVIRONMENTAL PROTECTION DIVISION
205 BUTLER STREET, SE
SUITE 1152
. ATLANTA,. GEORGIA 3Q334
Any mitigation. measures identified in the EER will be incorporated.
into the final project plans.
Office of State Aid
'.
\
108195SP
DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
. SPECIAL PROVISION
FIRST USE 1995 SPECIFICATIONS
JULY 1, 1995
SECTION 108 - PROSECUTION AND PROGRESS
FOR THIS PROJECT; THE PROGRESS SCHEDULE REQUIRED BY
ARTICLE 108.03, NEED NOT BE SUBMITTED.
September 15, 1997
DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
SUPPLEMENTAL SPECIFICATION
SECTION 109 - MEASUREMENT & PAYMENT (CITY /COUNTY CONTRACTS)
109.07 PARTIAL PAYMENTS: Retain as written except as follows:
A. GENERAL: Delete "At the end of each calendar month"----and substitute
"On the 10th day of each calendar month----".
Office of State Aid
~
"
..
161295SP
DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
SPECIAL PROVISION
FIRST USE 1995 SPECIFICATIONS
JULY 1, 1995
REVISED: NOVEMBER 6, 1995
',1
SECTION 161 - CONTROL OF SOIL EROSION AND SEDIMENTATION
RETAIN AS WRITTEN AND ADD THE FOLLOWING:
IT SHALL BE THE RESPONSIBILITY OF THE COUNTY OR CITY TO MEET THE
REQUIREMENTS OF CHAPTER 7 OF TITLE 12 OF THE OFFICIAL CODE OF
GEORGIA ANNOTATED, THE EROSION AND SEDIMENTATION ACT OF 1975,
AS CURRENTLY AMENDED. .
June, 1997
DEPARTMENT OF TRANSPORTATION
STA TE OF GEORGIA
SPECIAL PROVISION
SECTION 400 - HOT MIX ASPHALTIC CONCRETE CONSTRUCTION
(FOR STATE AID CONTRACTS ONLY)
400.05 CONSTRUCTION:
400.05.C.4: LEVELING. COURSE: Delete second paragraph and substitute the following:
Mixtures for leveling courses shall meet the requirements of the approved Job Mix Formula as
defined in Subsection 400.06 and all appropriate requirements of Section 828 and will be subject
to Acceptance as stated in Subsection 400.07.A.
TABLE 400.05.C.4.a.: PATCHING AND LEVELING: Add the following statement after
Table 400.05.C.4.a.
Where the surface mix is to be a Sand Asphalt, Sand Asphalt will be allowed for Leveling and/or
Patching in addition to the above mixes. Sand Asphalt will not be allowed as Leveling under
surface treatment, slurry seal, or other asphaltic concrete mixtures.
400.05.F.: CONSTRUCTION':OF CONTROL STRIPS AND DETERMINATION OF
TARGET DENSITY: Delete this Subsection and substitute the following.
Construction of control strips will not be required and 96% of Laboratory Density should be used
to control compaction or if job conditions warrant, the Engineer may establish a maximum
practical density. .
400.05.G.: MIXTURE NOT REQUIRING CONTROL STRIPS: Delete this Subsection and
substitute the following: 400.05.G.: MIXTURE NOT REQUIRING COMPACTION TESTS:
For Asphaltic Concrete with a plan spread rate of 125 Ibs.lyds2 or less, density tests will not be .
required. These courses shall be compacted as follows:
I.COMP ACTION EQUIPMENT: The compaction equipment must be in good
mechanical condition and capable of compacting the mixture. The number, type, size,
operation, and condition of the compaction equipment shall be subject to the approval
of the Engineer. A minimum of the following equipment shall be ~equired: .
a. One steel wheel breakdown roller weighing at least 10 tons or vibratory roller
operating at a low amplitude and at a minimum frequency of 47 Hz.
b. One rubber tire'roller weighing at least 8 tons or exerting at least 80 Ibs/in2
contact pressure.
c. One steel wheel finishing roller weighing at least 8 tons or vibratory roller
operating in static mode.
2. ROLLING OPERATION: Rolling shall be started as close behind the spreader as
possible without excessive distortion of the mix and shall be continued until roller
marks are no longer visible. A minimum rolling pattern shall consist of 2 coverages
with the breakdown roller, 6 coverages with. the Pneuinatic- Tired roller, and 2
coverages with the steel wheel finish roller.
400.07. ACCEPTANCE PLANS: Delete all references to pay adjustments and pay factors. In
addition, Delete 400.07.A, Gradation and Asphalt Cement Content, except for Tables 400.07
A. l. and 400.07 A.2., and substitute the following:
400.07.A. CONTRACTOR ACCREDITATION OF MATERIALS SAMPLING AND
TESTING OF HOT MIX ASPHALTIC CONCRETE: Asphaltic Concrete Mixture shall be
randomly sampled and.tested by the Contractor or Contractor's Representative. In addition, these
tests results may be used for Acceptance on a Lot basis.
I. QUALITY CONTROL PROGRAM: This Quality Control. Program allows the
Department to accept the Contractor's quality control tests as Acceptance Tests for
Asphaltic Concrete mixtures. The Contractor's Quality Control Program as.
established in S.O.P. 27, "Quality Assurance for Hot Mix Asphaltic Concrete Plants
in Georgia," shall include, but not be limited to:
a. The assignment of all quality control responsibilities to specifically named
individuals who have been duly certified by the Office of Materials and Research.
b. Provisions for prompt implementation of control and corrective measures.
c. Provisions for liaison with the Project Manager, Bituminous Construction
Engineer and Testing Management Supervisor at all times.
d. Provisions for reporting daily through Office of Materials and Research computer
Bulletin Board Service (BBS) the test results for extractions, lime checks, and
stripping tests.
Other tests, checks, calibrations, etc. will be reported on. a form developed by the
Contractor and shall become a part of the project records.
The Quality Control Program shall be submitted for approval prior to beginning
the Work.
2. CERTIFICATION REQUIREMENTS: The Office of Materials and Research will .
certify the Contractor's Laboratory and testing equipment to assure that the equipment
to be used is accurate and meets Departmental testing standards. Laboratories which
participate in and maintain AASHTO Accreditation for testing Asphaltic Concrete
Mixtures will be acceptable for certification by the Department provided other contract
requirements are met.
The designated Quality Control personnel must be certified by the Office of Materials
and Research prior to commencement of work. There are two certification Levels for
Quality Control Technicians. To become a certified Level 1- Quality Control
Technician. (QCT), such persons must be able to demonstrate that they are competent
in performing the process control and acceptance tests and procedures related to Hot
Mix Asphaltic Concrete.production. The Level 2-QCT shall, in addition to Levell
requirements, be capable of and responsible for making process control adjustments.
The Engineer shall be notified in writing of any change in Quality Cont~ol personnel.
The Contractor shall have at least one designated QCT personnel at the plant at all
times except when daily total weight for .all mix types is to be less than 250 tons. If
daily producti9.n for all mix types is less than 250 tons, the QCT may be responsible
for conducting tests for up to two plants. In addition, the Contractor is also required
to have available, either at the plant site or within immediate contact by phone or
radio, a Level 2-QCT person responsible for making prompt process control
adjustments as necessary to correct the mix.
3. SAMPLING AND TESTING REQUIREMENTS: Mixtures shall be randomly
sampled according to GDT-73 (Method C) and tested by the QCT on a Lot basis. A
copy of the computer generated random sampling data shall be maintained as a part of
the project records.
The Contractor's QCT shall perform all Sampling and Inspection duties in accordance
with GSP-21.
The Contractor's QCT shall perform extraction or ignition (GDT-83 or GDT-125) and
gradation analysis (GDT -38) of samples of the mixture produced each day and.
sampled in accordance with GSP-15.
The Contractor. shall maintain a Process Control Flow chart for each sieve specified
on the Job Mix Fo~ula and inCluding the percent asphalt content. Such chart should
include a graph plot of the deviations from the Job Mix Formula for each test as well
. as the allowable range based on the Mixture Control Tolerances specified in Section
828 of the Standard Specifications. .
If Acceptance test result.s are outside Mixture Control Tolerances specified in Section
828, the Contractor QCT shall determine if a plant adjustment is needed and
immediately run a Process Control sample. If the Process Control sample is also out
of Mixture Control Tolerances, an immediate plant adjustment shall be required and
additional Process Control samples shall be taken as necessary to assure the corrective
action taken was appropriate to control the mix.
If the Contractor QCT obtains 2 consecutive Accep~ance samples out of the Mixture
Control Tolerances specified in Section 828, production will stop immediately and the
problem with mixture control will be investigated and corrected by the Contractor's
Level 2 QCT personnel prior to restarting production.
The QCT shall measure the temperature of the mixture apd record the results on the
load ticket each time a sample is taken. This will be required for all mixes except
Asphaltic Concrete "D", "D modified" or "Porous European Mix" mix where the
temperature shall be measured and the results recorded at least once for each hour of
production. The respective load ticket shall also be signed by the QCT for each load
from which a sample is taken.
When hydrated lime is to be included in the mixture, calibration of the lime system
shall be checked for accuracy a minimum of twice weekly during production and the
results of these calibration checks shall be posted at the plant for review.
Additionally, reco"rds of materials (Asphalt Cement, Aggregates, Hydrated Lime, etc.)
invoices shall be made available for review upon request at all times for the duration
of the work.
4. COMPARATIVE AND QUALITY ASSURANCE PROGRAM: Periodic
comparative testing will be required of each QCT and will be coordinated by the
Department to monitor consistency of equipment and test procedures. In addition, the
Department will take independent samples to monitor the Contractor's Quality
Control Program. For clarification, Department samples taken from opposite quarters
of material sampled by the Contractor are defined as Comparison Samples. Other
independent samples which are taken by the Department from material produced
during the same Lot are defined as Quality Assurance samples. This Program .is
further defined as follows:
a. Comparison Sampling and Testing: During the quartering process of Hot Mix
samples, the opposite quarters from the test specimen shall be labeled and retained
for Department comparison testing. In addition, the reIl1aining material removed
from the total sample shall be labeled and retained. for possible Referee
testing. These samples shall be stored in a suitable container and secured in a
protected environment. If the Contractor's Acceptance Test results meet a 1.0 Pay
Factor and if the Department does. not procure these samples retained within two
working days of the represented mix being produced, these samples may be
discarded. .
The Department will test comparison samples on a random basis at a frequency
deemed necessary to assure :that the Contractor's testing techniques are yielding
accurate results.
Results of Department tests will be compared to the respective Contractor's
Acceptance tests. The maximum tolerance allowed for Comparison Samples as
defined above shall be as follows:
MAXIMUM DIFFERENCE
SIEVE SIZE
SURFACE
INTERMEDIATE
AND BASE
11/2"
1"
3.5%
3.5%
3.5%
3.5%
2.5%
2.0%
0.4%
4.0%
4.0%
4.0%
4.0%
3.5%
3.0%
2.0%
0.5%
1/2"
3/8"
No.4
No.8
No. 200
A.C.
If Comparison tests are within these tolerances, production may continue and at
the discretion of the Engineer, the Contractor's tests can be used as the acceptance
tests for the affected Lot. If test results are not within these tolerances, the
corresponding Referee Samples shall be tested by another Departmental.
Technician and compared to the tolerance for Comparison Samples as given
above. If test Results of Referee Samples, when compared to the respective
QCT's sample, are within these tolerances, the Contractor's tests can be used as
Acceptance Tests for the effected Lot. If tests results are riot within these
tolerances, the Contractor's Quality Control methods shall be reviewed and a
thorough investigation will be made if deemed necessary.
b. Quality Assurance Sampling and Testing: The Department will take samples for
the purpose of monitoring the effectiveness of the Contractor's Quality Control
Program. These samples may be obtained from the same load as QCT samples
were taken or other loads at the plant or roadway, or samples obtained
immediately behind the spreader and prior to compaction. The samples will be
tested and analyzed by the Department in accordance with standard procedures.
c. The Department shall randomly take and test a minimum of two Quality
Assurance (QA) samples from each five days of production to assure that the
mixture is being adequately controlled and accurately sampled arid tested.
The maximum tolerance for QA samples as defined above, when compared to the
Job Mix Formula, shall be the same as the Mixture Control Tolerances as outlined
in Section 828.
If test results are not within these tolerances, the Department shall immediately
take another sample from the respective mix. If tests results of the additional
sample are within these tolerances, production may continue. If test results of the
additional sample are not within these tolerances, the Department will investigate
by taking at least three random samples from throughout the Lot in accordance
with Subsection 400.07.F.. .
Should the Engineer determine that Quality Control requirements are not being.
met or that unsatisfactory results are being obtained, prompt corrective action
shall be taken by the Contractor. Failure to take prompt, effective action will be
cause for the Engineer to discontinue acceptance of the mix.
If it is determined by the Department that. the QCT has provided erroneous
information, his or her certification may be withdrawn, and the Contractor may be
subject to punitive or legal action.
Technicians. who lose their certification due to falsification of test data will not be
eligible for re-certification in the future. In-place material represented by
unacceptable tests will. be evaluated by cores in accordance with Subsection
400.07.F. These samples shall be used for acceptance.
5. GRADATION AND ASPHALT CEMENT CONTENT: A Lot shall consist of the
number of tons. of Asphaltic Concrete produced and placed each production day;
however, if this production is less than 500 tons, or its square yard equivalent, it may
be incorporated in the next working day's production.
In the event the final day's production is insufficient to constitute a Lot, it may be
included in the Lot for the previous day's run, or at the discretion of the Engineer,
may be .treated as a separate Lot with a corresponding lower number of tests.
Quality Control of the mixture will be based upon the mean of the deviations from the
.J ob Mix Formula of the specified number of test results per Lot in accordance with
the .Mixture Acceptance Schedule. This mean will be determined by averaging the
actual numeric value of the individual deviations from the Job Mix Fonnula,
disregarding whether the deviations are positive or negative amounts. Table
400.07.A.l. shall be used to determine acceptance of all surface mixes and Table
400.07.A.2. shall be used to determine acceptance of all subsurface mixes. The
samples will be taken randomly in accordance with GDT-73. In the event less than
the specified number of samples are taken, acceptance will be based on the mean of
the deviations from the Job Mix Formula of the number of tests run.
400.07B.: COMPACTION: Delete this Subsection.
400.07.C.: SURFACE TOLERANCE: Delete as written and substitute the following:
All paving shall be subject to visual and straightedge inspection during construction operations
and thereafter prior to final acceptance. A 10 foot straightedge shall be retained in the vicinity of
the paving operation at all times for the purpose of measuring surface irregularities on all
courses. The straightedge and labor for its use shall be provided by the contractor. The surface
of base, intermediate, and surface courses shall be inspected with the straightedge as necessary to
detect irregularities. . All irregularities in excess of 3/16 inch in 10 feet for base, intermediate, and
surface courses shall be corrected. Irregularities such as rippling, tearing, or pulling which in the
judgment of the Engineer indicate a continuing problem in equipment, mixture, or operating
technique shall not be permitted to recur. The paving operation shall be stopped until appropriate
steps are taken by the contractor to correct the problem.
400.07.D.: MATERIALS PRODUCED AND PLACED DURING ADJUSTMENT
PERIOD: Delete this Subsection.
400.10. PAYMENT: Delete this Subsection and substitute the following:
Hot mix asphaltic concrete of the various types will be paid for at the contract unit price per Ton
or Square Yard which payment shall be full compensation for furnishing and placing all materials
. including asphalt cement, hydrated lime when required and for all approved additives, for all
cleaning and repairing or preparation of surfaces, for all other operations necessary to complete
the Contract Item. _
PAYMENT WILL BE MADE UNDER:
ITEM NO. 400 Asphaltic Concrete (Type), (Group-Blend) including
Bituminous material and Hydrated Lime.......................................................Per Ton
ITEM NO. 400 in. Asphaltic Concrete (Type), (Group-Blend)
including Bituminous material and Hydrated Lime .......................................Per-Square Yard
ITEM NO. 400 Asphaltic Concrete Patching including Bituminous
material and Hydrated Lime......................... ....................
............ ........................................................................................................Per Ton
ITEM NO. 400 Asphaltic Concrete Leveling including Biturilinous
material and Hydrated Lime.......................................................................... .Per Ton
Office of Materials and Research
..
Revised June 18, 1997
DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
SPECIAL PROVISION
(For State Aid Contracts Only)
SECTION 402 - HOT MIX RECYCLED ASPHALTIC CONCRETE
402.02.C. RECYCLED MIXTURE: Delete this Subsection and substitute the following:
. The recycled mixture shall be a homogeneous mixture of RAP material, virgin aggregate and
neat asphalt cement. Further, the mixture shall be appropriately treated with an approved anti-
stripping agent, either a heat stable anti-stripping additive or hydrated lime. The agent chosen
shall be at the Contractor' s discretion except where noted in the Pay Item designation.
The mixture shall conform to an approved mixture design meeting the requirements outlined in
Section 828. Where hydrated lime is used, it shall be added at a rate of 1.0 percent of the virgin
aggregate portion plus 0.5 percent of the aggregate in the RAP portion of the mixture. Where
heat stable anti-stripping additive is used, it shall be added at a rate of 0.5 percent of the neat
asphalt cement added to the mixture.
402.05 PAYMENT: Add the following:
Item No. 402
Recycled Asphaltic Concrete,~, Group-Blend,
Including Bituminous Material and Hydrated Lime ........per Ton
Item No. 402
_ Inch Recycled Asphaltic Concrete, ~, Group-Blend,
Including Bituminous Material and Hydrated Lime ........per Square Yard
Item No. 402
Recycled Asphaltic Concrete Patching,
Including Bituminous Material and Hydrated Lime ........per Ton
Item No. 402
Recycled Asphaltic Concrete Leveling,
Including Bituminous Material and Hydrated Lime ........per Ton
Office of Materials and Research
June 18, 1997
DEPARTMENT OF TRANSPORTATION
STA TE OF GEORGIA
SJ>ECIAL PROVISION
(For State Aid Contracts Only)
SECTION 820 - ASPHALT CEMENT
Delete this Section and substitute the following:
820.01 SUPERPA VE ASPHALT BINDER: This Section covers asphalt cements
which have been prepared from. crude petroleum by suitable. methods. . The asphalt
cements shall be homogenous, free from water and shall not foam when heated to 1750 c.
Blending of asphalt cements to produce a specified performance grade shall result in a
uniform, homogenous blend with no separation. The neat asphalt cement proposed for
use in Asphaltic Concrete shall meet the following requirements for PG 64-22 or PG 67-
22 and be production materials ("straight-run") that have not been "air-blown" to achieve
the. perfonnance grade (PG). PG 58-22 may be used as Bituminous Tack Coat or in
Bituminous Surface Treatment. Only Styrene-Butadiene-Styrene (SBS) or Styrene-
Butadiene (SB) shall be added to the neat asphalt cement, if needed, to produce a binder
that complies with the following requirements for PG 76-22.
1. Test Requirements
ORIGINAL
TEST AND TEST TEMPERATURE BINDER RESIDUE OF BINDER AFfER:
METHOD
Rolling Thin-Film
PG PG. PG PG Oven AASHTO: TP5 Pressure Aging
58-22 64-22 67-22 76-22 AASHTO: PP-l
Flash Point,
AASHTO: T-48 2300 C .
Min.
Viscosity (a), 3Pa-S
ASTM D4402 Max. 1350 C . (3000CP)
Mass Loss (%), Max.
AASHTO: T-240 (b) 0.5
Dynamic Shear, 580 C 640 C 670C 760 C ~ 1.0 kPa ~ 2.2 kPa
G*/sinS, AASHTO: Phase
TP5, 10 RadlSec Angle S 75 deg.
Dissipated Energy,
Dynamic Shear, 250C S 5000 kPa
G*sino, AASHTO:
TP5. 10 Rad/Sec
Creep Stiffness (c), S S 300,000 kPa
60 sec. AASHTO . }20 C m ~ 0.300
TPl
Direct Tension, 1.0
mmlmin. AASHTO: - }20 C Report
TP3. FaiJure Strain
June 18, 1997
820,01 (Continued)
a. This requirement may be waived at the discretion of the Department if the
supplier warrants that the asphalt binder can be adequately pumped and mixed
at temperatures that meet all applicable safety standards.
b. Heat loss by AASHTo: T -179 may be accepted In lieu of mass loss by
AASHTO: T-240.
c If the creep stiffness is below 300,000 kPa, the direct tension test is not
required. If the creep stiffness is ~ 300,000 kPa, the Direct.Tension Failure
Strain value shall be reported. The m-value requirement shall be satisfied in
either case.
If modification is required, the composite materials shall be thoroughly
blended at the supply facility prior to being loaded info the transport vehicle.
All blending procedures, formulation, and operations shall be approved by the
Office of Materials and Research.
2. Certification: Certified test results of laboratory blends for proposed PO
asphalts shall be provided by a certified laboratory, approved by the Office of
Materials and Research, for each specification characteristic of the asphalt
cement proposed for shipment. The certified results shall be provided to the
State Materials and Research Engineer in compliance with Standard Operating
Procedure (SOP)-4.
In the event there is reason to suspect a sample will be outside specification
limits, the State Materials and Research Engineer may intenupt the production
until test results are known.
Materials and Research
Revised June 18, 1997
DEPARTMENT OF TRANSPORTATION
STA TE OF GEORGIA
SPECIAL PROVISION
(For State Aid Contracts Only)
SECTION 828 - HOT MIX ASPHALTIC CONCRETE MIXTURES
Add the following at the end of Subsection 828.01.
K. Mixture Designations shall be in accordance with the following:
OLD DESIGNA nON
METRIC
DESIGNA nON
Large Stone Mix (LSM)
Base
B
B-Modified
E
F
H
G
Sand Asphalt I and II
Sand Asphalt Base
D
D-Modified
Porous European Mix (PEM)
SMA-C
SMA-F
SMA~F
25 mm Mix
19 mm Mix
19 mm Modified Mix
12.5 mm Mix
9.5 mm Mix
9.5 mm Modified Mix
4.75 mm Mix
9.5 mm SA
12.5 mm SA
9.5 mm OGFC
12.5 mm OGFC
12.5 mm PEM
19 mm SMA
12.5 mm SMA
9.5 mm SMA
SUPERPAVE
DESIGNA nON
37.5 mm Superpave
25 mm Superpave
19 mm Superpave
19 mm Superpave
12.5 mm Superpave
9.5mm Superpave
9.5 mm Superpave
4.75 mm Mix
9.5 mm SA
12.5 mm SA
9.5 mm OGFC
12.5 mm OGFC
12.5 mm PEM
19 mm SMA
12.5 mm SMA
9.5 mm SMA
828.08 RUTTING SUSCEPTmILITY TESTING: Delete this Subsection and
substitute the following:
The Office of Materials and Research may run a rutting susceptibility test on any asphalt
mixture used in construction. Results of tests with the Asphalt Pavement Analyzer shall
be provided for any mixtures designed by a Certified Contractor 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 0.2 inch for SMA and Superpave mixes, and 0.3 inch for conventional
asphalt mixes, that asphaltic concrete mixture shall not be used in the Work.
Office of Materials and Research
oP \
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