HomeMy WebLinkAboutAmendment to Intergovernmetal Agreement
Augusta Richmond GA
DOCUMENT NAME:.A- rncndrYJent +0 I n+cJrjOl/eJrhh1eY1tQ/
A~ vceVYJ-en-r
DOCUMENT TYPE: A9r eernefl +-
YEAR:
I (~q/
BOX NUMBER: 5
FILE NUMBER: I 9<(011
NUMBER OF PAGES:
v
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AMENDMENT TO INTERGOVERNMENTAL AGREEMENT
BETWEEN AUGUSTA CANAL AUTHORITY AND
RICHMOND COUNTY
WHEREAS, on May 6, 1997, an Intergovernmental Agreement
("Agreement") was entered into between The Augusta Canal Authority
(the "Authority"), a public body corporate and politic under the
laws of the State of Georgia and Richmond County (the "County"), a
political subdivision of the State of Georgia, providing, inter
alig, for the hiring of an Executive Director; and
WHEREAS, the Authority and the County desire to amend
said Agreement to provide in addition for the Authority's hiring of
an Administrative Assistant;
NOW, THEREFORE, in consideration of the premise and
mutual covenants herein contained, the adequacy of which is
acknowledged by each party, it is agreed as follows:
1. County shall pay to the Administrative Assistant all
salary and other amounts due the Administrative Assistant as
authorized by the Authority or its Executive Director. The
Admi~istrative Assistant will be provided by the County on behalf
of t:ne Authority with all fringe benefits provided to employees of
the County in positions comparable to the Administrative Assistant.
All amounts paid by the County to or on the behalf of the
Administrative
Assistant,
whether
through
direct
payment,
inde'mnification, employers contribution to FICA, retirement, health
coverage, workers' compensation coverage or otherwise, shall, in
addi tion to such sums as paid by the County on behalf of the
Executive Director, be deducted from the water revenues received by
the County from the sale of water from the Augusta Canal prior to
, ~
..
"
such funds being transferred to the Authority as provided in
Section 2 of said Agreement dated May 6, 1997.
2. It is recognized and understood between the parties
that the Administrative Assistant is an employee of the Authority,
and is an employee at will.
The Authority, however, agrees to
abide. by the Personnel Policies and Procedures of Augusta, Georgia,
as now existing or hereafter amended, as it relates to said
employee; provided, however, any decision from the Personnel Board
relating to said Administrative Assistant shall be appealed to the
Authority, who shall have final decision making authority regarding
any appeal filed by such Administrative Assistant.
3. All other terms of said Agreement dated May 6, 1997
are hereby ratified and confirmed.
IN WITNESS WHEREOF, the parties hereto have caused their
duly
authorized
officers
to
execute
this
Amendment
to
Intergovernmental Agreement.
[SEAL]
By:
As
~.
~~~(~" e c&L
[SEAL]
2
Augusta Richmond GA
DOCUMENT NAME: ;\ld leG +0 -vr-occecl
DOCUMENT TYPE: tD n + tact
YEAR: I qq <t
---
BOX NUMBER:)
FILE NUMBER: J 3807
NUMBER OF PAGES: 3~
~
;
-J
.:'J
GEORGIA DEPARTMENT OF TRANSPORTATION
NOTICE TO PROCEED
PROJECT NUMBER:
PRLOP-8530-56(245)C1
COUNTY:
RICHMOND COUNTY
CONSTRUCTION AUTHORIZATION:
DISTRICT #2
EFFECTIVE DATE:
AUGUST 5, 1998
CONTRACT ID. NO.:
C31658-98-000-0
CONTRACT WITH:
RICHMOND COUNTY
DATE CONTRACT EXECUTED:
AUGUST 3,1998
ALEX L. DOBBS
STATE TRANSPORTATION OFFICE ENGINEER
DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
.
DATE CONSTRUCTION
"'t., AUTHORIZED
'" .
~ \ ,; .
~.' .
AUG 0 51998
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 : C31658-98-000-0
PCN
PROJECTS AND CONTRACT NO.
3291824C10000
PRLOP-8530-56 (245) C1
COUNTY : RICHMOND
CODE: 1D2450
1. RICHMOND COUNTY
,
..
AUG O' 3 1998
DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
CONTRAc~r ID : C316 5 8 - 9 8 - 0 0 0 - 0
1.340 MILES OF GRADING, DRAINAGE, BASE, PLANT MIX PAVING
RESURFACING AND WIDENING ON VARIOUS ROADS IN GLENDALE
SUBDIVI:3ION.
SITE
CONTRACT TIME
LIQUIDATED DAMAGES
00
COMPLET:~ CONTRACT
NONE
".
DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
CONTRACT. SCHEDULE
DATE
PAGE
OS/29/98
3
CONTRACT ID: C31658-98-000-0
PROJECT(S) : 3291824C10000 PRLOP-8530-56 (245) C1
----------.---------------------------------------------------------------------
LINE
NO
ITEM
DESCRIPTION
APPROX.
QUANTITY
AND UNITS
UNIT PRICE
BID AMOUNT
---------------- --------------
DOLLARS I CTS
DOLLARS ICTS
----------.---------------------------------------------------------------------
SECTION 00a1 ROADWAY
826,592.80
----------.---------------------------------------------------------------------
171-0010 TEMPORARY SILT
0005 FENCE, TYPE A
7,500.000
1.80000
13,500.00
LF
----------.---------------------------------------------------------------------
207-a203 FOUND BKFILL
0010 MATL, TP II
1,400.000
20.94000
29,316.00
CY
----------.---------------------------------------------------------------------
310-5060 GR AGGR BASE
0015 CRS, 6 INCH, INCL MATL
4,000.000
1.66000
6,640.00
SY
----------.---------------------------------------------------------------------
318-3000 AGGR SURF CRS
0020
800.000
4.80000
3,840.00
TN
----------.---------------------------------------------------------------------
402-a113 RECYCLED ASPH
0025 CONC E, GP 1 OR 2, INCL
BITUJ~ MATL & H LIME TN
1,850.000
18.92000
35,002.00
-------------------------------------------------------------------------------
402-0120 RECYCLED ASPH
0030 CONC BASE, GP 1 OR 2,
INCL BITUM MATL & H LIME TN
600.000
17.75000
10,650.00
-------------------------------------------------------------------------------
402-1812 RECYCLED ASPH
0035 CONC LEVELING, INCL
BITUJ~ MATL & H LIME TN
1,500.000
18.51000
27,765.00
----------.---------------------------------------------------------------------
432-.5010 MILL ASPH CONC
0040 PVMT, VARIABLE DEPTH
3,000.000
1.06000
3,180.00
SY
----------.---------------------------------------------------------------------
441-0104 CONC SIDEWALK,
0045 4 IN
7,200.000
7.50000
54,000.00
Sy
-------------------------------------------------------------------------------
441-0204 PLAIN CONC
0050 DITCH PAVING, 4 IN
2,500.000
14.47000
36,175.00
SY
'.
-------------------------------------------------------------------------------
DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
CONTRACT SCHEDULE
I
DATE
PAGE
OS/29/98
4
CONTRACT II>: C31658-98-000-0
PROJECT{S) : 3291824C10000 PRLOP-8530-56 (245) C1
-----------.--------------------------------------------------------------------
LINE
NO
ITEM
DESCRIPTION
APPROX.
QUANTITY
AND UNITS
UNIT PRICE
BID AMOUNT
DOLLARS I CTS
DOLLARS ICTS
--------------------------------------------------------------------------------
441-4020 CONC VALLEY
0055 GUTTER, 6 IN
100.000
15.91000
1,591.00
SY
__________n____________________________________________________________________
441-6012 CONC CURB &
0060 GUTTER, 6 IN X 24 IN, TP
2 LF
1,700.000
4.16000
. 7,072.00
----------~---------------------------------------------------------------------
441-6022 CONC CURB &
0065 GUTTER, 6 IN X 30 IN, TP
2 LF
14,500.000
7.20000
104,400.00
--------------------------------------------------------------------------------
500-3101 CLASS A
0070 CONCRETE
80.000
229.09000
18,327.20
CY
--------------------------------------------------------------------------------
500-:3800 CLASS A
0075 CONCRETE, INCL REINF
STEE]~
55.000
296.36000
16,299.80
CY
--------------------------------------------------------------------------------
500-9999 CLASS B CONC,
0080 BASE OR PVMT WIDENING
525.000
77.65000
40,766.25
CY
----------.---------------------------------------------------------------------
511-1000 BAR REINF STEEL
0085
8,550.000
0.29000
2,479.50
LB
----------.---------------------------------------------------------------------
550-1080 STORM DRAIN
0090 PIPE, 8 IN, H 1-10
250.000
18.00000
4,500.00
LF
----------.---------------------------------------------------------------------
550-1120 STORM DRAIN
0095 PIPE, 12 IN, H 1-10
3,000.000
7.20000
21,600.00
LF
----------.---------------------------------------------------------------------
550-1150 STORM DRAIN
0100 PIPE, 15 IN, H 1-10
250.000
14.80000
3,700.00
LF
-------------------------------------------------------------------------------
550-1180 STORM DRAIN
0105 PIPE, 18 IN, H 1-10
3,600.000
16.13000
58,068.00
LF
-------------------------------------------------------------------------------
DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
CONTRACT SCHEDULE
DATE
PAGE
OS/29/98
5
CONTRACT' I]): C31658-98-000-0
PROJECT(S) : 3291824C10000 PRLOP-8530-56 (245) C1
----------.---------------------------------------------------------------------
LINE
NO
ITEM
DESCRIPTION
APPROX.
QUANTITY
AND UNITS
UNIT PRICE
BID AMOUNT
DOLLARS I CTS
DOLLARS ICTS
----------.---------------------------------------------------------------------
550-1240 STORM DRAIN
0110 PIPE. 24 IN, H 1-10
1,215.000
20.93000
25,429.95
LF
----------.---------------------------------------------------------------------
550-1300 STORM DRAIN
0115 PIPE. 30 IN, H 1-10
550.000
20.66000
11,363.00
LF
----------.---------------------------------------------------------------------
550-1360 STORM DRAIN
0120 PIPE. 36 IN, H 1-10
1,050.000
29.40000
30,870.00
LF
---------_._---------------------------------------~----------------------------
550-1420 STORM DRAIN
0125 PIPE, 42 IN, H 1-10
1,300.000
33.60000
43,680.00
LF
----------.---------------------------------------------------------------------
550-1480 STORM DRAIN
0130 PIPE, 48 IN, H 1-10
550.000
48.86000
26,873.00
LF
----------.---------------------------------------------------------------------
550-1540 STORM DRAIN
0135 PIPE, 54 IN, H 1-10
300.000
74.52000
22,356.00
LF
----------.---------------------------------------------------------------------
550-4218 FLARED END
0140 SECTION 18 IN, STORM
DRAIN
10.000
222.53000
2,225.30
EA
----------.---------------------------------------------------------------------
550-4224 FLARED END
0145 SECTTON 24 IN, STORM
DRAIN
2.000
250.90000
501.80
EA
----------.---------------------------------------------------------------------
550-4230 FLARED END
0150 SECTION 30 IN, STORM
DRAIN
1.000
331.91000
331.91
EA
----------.---------------------------------------------------------------------
550-.1242 FLARED END
0155 SECTION 42 IN, STORM
DRAIN'
1.000
552.85000
552.85
EA
----------.---------------------------------------------------------------------
603-1012 STN PLAIN RIP
0160 RAP, 12 IN
1,000.000
13.51000
13,510.00
SY
----------.---------------------------------------------------------------------
DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
CONTRACT ,SCHEDULE
DATE
PAGE
OS/29/98
6
CONTRACT ID: C31658-98-000-0
PROJECT(S) : 3291824C10000 PRLOP-8530-56 (245) C1
LINE
NO
ITEM
DESCRIPTION
APPROX.
QUANTITY
AND UNITS
UNIT PRICE
BID AMOUNT
DOLLARS I CTS
DOLLARS ICTS
603-1018 STN PLAIN RIP
0165 RAP, 18 IN
225.000
16.80000
3,780.00
SY
603-2997 FILTER BLANKET
0170
1,225.000
26.40000
32,340.00
Sy
611-3002 RECONSTR CATCH
0175 BASIN, GROUP 2
3.000
707.10000
2,121.30
EA
----------.---------------------------------------------------------------------
611-3012 RECONSTR DROP
018 0 INLE~r, GROUP 2
2.000
846.60000
1,693.20
EA
----------.---------------------------------------------------------------------
611-3100 RECONSTR
0185 JUNC'rION BOX
2.000
888.30000
1,776.60
EA
----------.---------------------------------------------------------------------
668-:1100 CATCH BASIN,
0190 GP 1
48.000
934.91000
44,875.68
EA
----------.---------------------------------------------------------------------
668-1110 CATCH BASIN,
0195 GP 1, ADDL DEPTH
15.000
89.80000
1,347.00
LF
----------.---------------------------------------------------------------------
668-1200 CATCH BASIN,
0200 GP 2
7.000
1,135.70000
7,949.90
EA
668-1210 CATCH BASIN,
0205 GP 2, ADDL DEPTH
5.000
132.82000
664.10
LF
668-2100 DROP INLET, GP
0210 1
9.000
889.31000
8,003.79
EA
668-.2200 DROP INLET, GP
0215 2
6.000
1,001.47000
6,008.82
EA
DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
CONTRACT~SC~EDULE
DATE
PAGE
OS/29/98
7
CONTRACT III: C31658-98-000-0
PROJECT(S) : 3291824C10000 PRLOP-8530-56 (245) C1
-----------.--------------------------------------------------------------------
LINE
NO
ITEM
DESCRIPTION
APPROX.
QUANTITY
AND UNITS
UNIT PRICE
BID AMOUNT
DOLLARS I CTS
DOLLARS ICTS
-----------.--------------------------------------------------------------------
668-~l300 STORM SEWER
0220 MANHOLE, TP 1
7.000
860.77000
6,025.39
EA
-----------~--------------------------------------------------------------------
668-4311 STORM SEWER
0225 MANHOLE, TP 1, ADDL
DEPTH, CL 1
10.000
110.36000
1,103.60
LF
-----------.--------------------------------------------------------------------
668-4400 STORM SEWER
0230 MANHOLE, TP 2
2.000
1,224.94000
2,449.88
EA
--------------------------------------------------------------------------------
668-~j005 JUNCTION BOX,
0235 SPCL DES
2.000
6,960.00000
13,920.00
EA
--------------------------------------------------------------------------------
668-7008 DRAIN INLET, 8
0240 IN
2.000
540.00000
1,080.00
EA
--------------------------------------------------------------------------------
668-7012 DRAIN INLET,
0245 12 IN
30.000
284.40000
8,532.00
EA
__________u____________________________________________________________________
668-7015 DRAIN INLET,
0250 15 IN
2.000
538.36000
1,076.72
EA
----------.---------------------------------------------------------------------
700-0200 GRASSING-
0255 PRLOP-8530-56 (245) C1
LUMP
LUMP
5,279.26
----------.---------------------------------------------------------------------
I TOTA]~ BID
826,592.80
----------.---------------------------------------------------------------------
----------.---------------------------------------------------------------------
-
TH:r~ AGREEMENT MAD~~AND ENTERED INTO THIS THE j' JAY OF
~~~ 19~ BY AND BETWEEN THE DEPARTMENT OF TRANSPORTATION
PARTY I THE FIRST PART (HEREINAFTER CALLED THE DEPARTMENT) AND THE
COMMISSIONERS OF--- RICHMOND ---COUNTY
(HEREINA.FTER CALLED THE COUNTY) WHO HAVE BEEN DULY AUTHORIZED TO
EXECUTE THIS AGREEMENT:
WITNESSETH:
WHEREAS, THE DEPARTMENT AND THE COUNTY DESIRE THE IMPROVEMENT AND
CONSTRUCTION OF A CERTAIN FACILITY AND THE COUNTY DESIRES AND AGREES
TO FURNISH AND DELIVER ALL THE MATERIAL AND TO DO AND PERFORM ALL
THE WORK AND LABOR FOR SAID PURPOSE. THE PROJECT BEING MORE
PARTICULARLY DESCRIBED HEREIN.
NOW THEEEFORE IN CONSIDERATION OF THE PREMISES, THE MUTUAL COVENANTS
HEREIN CONTAINED AND THE SUM OF ONE DOLLAR ($1.00) BY EACH OF THE
PARTIES TO THE OTHER IN HAND PAID, THE RECEIPT WHEREOF IS HEREBY
ACKNOWLEDGED, THE PARTIES HERETO AGREE AS FOLLOWS:
(1) THE WORK AND MATERIALS SHALL BE IN STRICT AND ENTIRE CONFORMITY
WITH THE PROVISIONS OF THIS CONTRACT AND THE PLANS AND SPECIFICATIONS
PREPARED (OR APPROVED) BY THE CHIEF ENGINEER OR HIS
AUTHORIZED REPRESENTATIVE THE ORIGINALS OF WHICH ARE ON FILE IN THE
OFFICE OF THE CHIEF ENGINEER AND WHICH SAID PLANS AND
SPECIFICATIONS ARE HEREBY MADE PART OF THIS AGREEMENT AS FULLY AND
TO THE SAME EFFECT AS IF THE SAME HAD BEEN SET FORTH AT LENGTH IN THE
BODY OF THIS AGREEMENT. THIS CONTRACT WILL BE EXECUTED AND CONSTRUCTED
IN ACCOEDANCE 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 ].T 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
NECESSAF~Y IN CONNECTION WITH CONSTRUCTION OF THIS PROJECT, UNLESS
OTHERWISE SPECIFIED IN THE CONTRACT. THE (COUNTY/CITY) SHALL BE
RESPONSIBLE FOR HANDLING THE ARRANGEMENTS WITH UTILITY OWNERS FOR ANY
REMOVAL AND RELOCATIONS NECESSARY. THE (COUNTY/CITY) SHALL GIVE THE
UTILITY OWNERS AMPLE NOTICE, OF THE IMPENDING CONSTRUCTION, TO ALLOW
TIME FOR ENGINEERING AND MATERIAL ORDERS REQUIRED FOR ANY REMOVAL
AND RELOCATIONS NECESSARY. ALSO, THE (COUNTY/CITY) AGREES TO CLEAR
RIGHTS-OF-WAY OBSTRUCTIONS WITHOUT EXPENSE TO THE DEPARTMENT OF
TRANSPORTATION. FOR PURPOSES OF APPLYING PROVISION OF THIS
PARAGRAPH, RAILROADS ARE CONSIDERED UTILITIES. IN ADDITION TO THE
FOREGOING, THE (COUNTY/CITY) SHALL OBTAIN APPROVAL OF PLANS AND
ACQUIRE EASEMENTS OR OTHER PROPERTY RIGHTS FROM THE RAILROAD FOR
CONSTRUCTION WITHIN RAILROAD PROPERTY/RIGHT OF WAY AND SHALL PROVIDE
FOR THE PROTECTION OF RAILROAD INTERESTS, INCLUDING FLAGGING AND
INSPECTION, AS MAY BE REQUIRED BY THE RAILROAD.
(4) IT ::S UNDERSTOOD THAT THE QUANTITIES SHOWN ARE APPROXIMATE
ONLY ~) 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 ~'ITHIN 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 DEP1\RTMENT RESERVES THE RIGHT TO CHARGE THE COUNTY, NOT AS A
PENALTY BUT AS LIQUIDATED DAMAGES, THE COST TO THE DEPARTME~T OF
MAINTAINING ITS ENG1NEERING 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 DELAY IN THE PROSECUTION
OF THE V;'ORK 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.
(B) THE FINANCING OF THIS PROJECT SHALL BE AS FOLLOWS:
PAYMENTS WILL BE MADE ON MONTHLY STATEMENTS AS THE WORK PROGRESSES.
(9) DRUG-FREE WORKPLACE CERTIFICATION:
THE UNDERSIGNED CERTIFIES THAT THE PROVISIONS OF CODE SECTIONS 50-24-1
THROUGH 50-24-6 OF THE OFFICIAL CODE OF GEORGIA ANNOTATED, RELATED TO
THE **DF.UG-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 ) EA.CH 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 EM:PLOYEES DURING THE PERFORMANCE OF THI S
CONTRAC'l' 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
PRESENT~: TO BE EXECUTED BY THE COMMISSIONER OF SAID DEPARTMENT, WHO
HAS BEE~r DULY AUTHORIZED, AND BY THE BOARD MEMBER FOR THE COUNTY,
WHO HAS BEEN DULY AUTHORIZED BY THE COMMISSIONERS OF SAID COUNTY,
WHO HAVI: HERETO SET THEIR HAND THIS DAY AND YEAR AS SHOWN
BELOW.
***************************************
FED ID NO. /IRS NO. S""8'-e>7;< c1 ~~ ~q
******************************** ******
EXECUTED ON BEHALF OF THE
DEPARTMENT OF TRANSPORTATION
THIS
TH~3. ~~lgqg
BY: './UtI
CO ISSIONER
EXECUTED ON BEHALF OF
---RICHMOND COUNTY
THIS
RECOh~~
~J DIRECTOR
DATE:
I ~31 ~OIf
WIT&ZkOUNTY:h>~
TH~S CONTRACT ~~VED BY THE
COUNTY COMMISSIONERS AT A
MEETING H~ AT .
tlu~l/,S -rA- t',4,n6/T.t> t:at/YTj
WITNESS FOR THE DEPARTMEN'l'
OF TRAN~)PORTATION:
J1IruJur C ~aJj~
#T~Y OF :;L~
~ &11~
19 9.1
Department Head!!!! .:
City Attorney ~
Administrator 6 I~
DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
SPECIAL PROVISIONS
DATE: OS/28/98
PAGE: 1
CONTRACT:m C31658-98-000-.0
1.340 MILES OF GRADING, DRAINAGE, BASE, PLANT MIX PAVING
RESURFACING ~ID WIDENING ON VARIOUS ROADS IN GLENDALE
SUBDIVISION.
S.P. CODE
------------------------------.--------------------------------------------------
SPECIAL PROVISIONS DESCRIPTION
106-1-93-SP
107-1-93-SP
108-1-93-SP
109-1-93-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 REGULA,]~IONS (ENVIRONMENTAL) COUNTY /CITY CONTRACTS
WAIVE PROGRESS SCHEDULE
PARTIAL PAYMENT (CITY/COUNTY CONTRACTS)
FIELD LABORA,]~ORY BUILDING
SOIL EROSION & SEDIMENTATION (COUNTY/CITY CONTRACTS)
ASPHALTIC CONCRETE (COUNTY CONTRACTS)
RECYCLED ASP}~LTIC CONCRETE (COUNTY CONTRACTS)
ASPHALT CEMENT
HOT MIX ASPH1~LTIC CONCRETE MIXTURES
PLANS (3)
.1
,
,.
,
"
,
December 12, 1997
DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
SPECIAL PROVISION
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 under 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
perfonned by the Hot Mix Producer shall be furnished to the Engineer and will become a part of
the pr~ject records.
At the discretion of the Department, the Hot Mix Producer's quality control tests may be used as
acceptcmce 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 Hot 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
constmction and materials incorporated therein.
Office of Materials and Research
.....
\\
I
. .. ,.
'p
..
..
t
Revision: May I, 1994
DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
SPECIAL PROVISION
SECTION 107 - LEGAL REGULATIONS AND RESPONSIBILITY TO THE PUBLIC
NODr:?ICATION TO THE CURRENT. STANDARD SPECIFICATIONS
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,
incl~ding 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.
thos e projects for ,,,hich Federal funding is sought. and NEPA compliance is
acco:npl ished. 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 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 F:OLLOWING 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 outlined in GEPA would not
be app licab Ie.
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.
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.
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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:
For projects wh'ich 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 projects. 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 I no
involvement with Federally listed threatened and endangered species
and no significant adv~rse impact to wetlands.
4. Rest area projects and truck weight stations with no purch~se 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.
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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 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 repor.t, 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;
1. Comments of agencies which have jurisdiction by law. special
expertise, or other interest with respect to any environmental
impact or resource;
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3.
At least 45 days prior
with the undertaking.
in which the proposed
to occur notice that
prepared".
to. making a decision as. to whether to proceed
publish in the "l~gal organ of each county
governmental action or any part thereof is
an environmental effects report has been
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 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 requirements 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) wi 11 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 30334
Any mitigation I measures identified in the EER will be incorporated
into the final project plans.
Office of State Aid
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.
September 15, 1997
DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
SUPPLEMENTAL SPECIFICATION
SECTION 109 .- MEASUREMENT & PAYMENT (CITY/COUNTY CONTRACTS)
~09_07 PARTTI~ 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
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December 12, 1997
DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
SPECIAL PROVISION
SECTION 152 - FIELD LABORATORY BUILDING
152.03 Plant Laboratory Building: Add the following to requirements for Laboratory
buildings at asphaltic concrete plants:
ITEM 6: 1 Each - Computer, IBM or IBM Compatible
- 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)
- 1 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 7: 1 Each - Printer (Desk Jet HP Letter quality printer)
Office of Materials and Research
... ...
DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
SPECIAL PROVISION
FIRST USE 1993 SPECIFICATIONS
. JULY 1, 1993
REVISED: NOVEMBER 6, 1995
Section 161 - Control of Soil Erosion and Sedimentation
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.
December 12, 1997
DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
SPECIAL PROVISION
(For State Aid Contracts Only)
SECTION 400 - HOT MIX ASPHALTIC CONCRETE CONSTRUCTION
400.05.C.4: LEVELING COURSE: Delete second paragraph and substitute the following:
Mixtur,es 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 t.j 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..D.l. THICKNESS OF LAYERS: Change the Minimum Layer Thickness for "R" Mix
and "G" Mix in Table 400.05,D.l as follows:
MIX TYPE
"II"
MINlMUM LAYER THICKNESS
7/8" (85 Ibs.lyd.2)
3/4" (80 Ibs.lyd.2)
"G"
400.05..F.: CONSTRUCTION OF CONTROL STRIPS AND DETERMINATION OF
TARGET DENSITY: Delete this Subsection and substitute the following:
Constmction of control strips will not be required and 96% of Laboratory Density should be used
to comtrol 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 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 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 47Hz.
b. One rubber tire roller weighing at least 8 tons or exerting at least 80 lbs./ in?
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.
400.05.G.: MIXTURE NOT REQUmING CONTROL STRIPS: Delete this Subsection.
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:
400.07.A. HOT MIX PRODUCER ACCREDITATION OF MATERIALS SAMPLING 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 tt:sts 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-45).
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.
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, Bituminous Construction
Engineer and Testing Management 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
stripping tests.
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 for approval plior to beginning
the Work.
:2. CERTIFICATION REQUlREMENTS: 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.
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 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
IlliX.
3. SAMPLING, TESTING AND INSPECTION REQUlREMENTS: 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 Hot Mix Producer's QCT shall perform all Sampling and Inspection duties in
accordance with GSP-21. All sample containers, extract ants, 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) and gradation analysis (GDT-38) of samples of the mixture produced each day
and sampled in accordance with GSP-I5. If the ignition oven is used, a printout of
sample weights shall become a part of the project records.
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 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.
If an Acceptance test result is outside Mixture Control Tolerances specified in Section
828, 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.
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 and the problem with mixture control will be investigated and corrected
by the Hot Mix Producer's Level 2-QCT personnel prior to restarting production.
The QCT shall measure the temperature of the mixture and record the results on the
load ticket each time a sample is taken. This will be required for all mixes except
Asphaltic Concrete "OGFC", 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,
records 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. COMP ARATlVE 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 quarters
of 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. 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 D~partment 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 in a suitable container and secured in a protected
environment. If the Hot Mix Producer's Acceptance Test results meet Mixture
Control Tolerances and if the Department does not procure these samples retained
within three 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 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
1/2"
3/8"
No.4
No.8
No. 200
AC.
SURFACE
3.5%
3.5%
2.5%
2.00,10
0.4%
SUBSURFACE
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 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.
The Department shall randomly take and test a minimum 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.
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, the Department will investigate
by taking at least three 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 the Engineer to discontinue acceptance of the mix.
If it is determined by the Department that the QCT has not followed procedures
specified in GSP-2I 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 CEMENT 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 will be taken randomly in accordance
with GDT -73. In the event 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) for each portion of mix that was not
sampled and acceptance will be based on the mean of the deviat10ns from the Job Mix
Formula of the total number of tests run.
The control sieves used in Quality Acceptance for the various types of mix are as
indicated below:
TABLE 400.07.A
MIX TYPE MIXTURE CONTROL
Asphaltic Concrete Base 1/2", No.8 Sieves and Asphalt Cement
Asphaltic Concrete B, B-Modified, E 3/8", NO.8 Sieves and Asphalt Cement
Asphaltic Concrete F, H No.4, No.8 Sieves and Asphalt Cement
Asphaltic Concrete G NO.8 Sieve and Asphalt Cement
Asphaltic Concrete Sand Asphalt Asphalt Cement
Type I and II
If the Engineer determines that the material is not acceptable to leave in place, the
materials 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.
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.
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 G.cceptance.
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: Ddete 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 the 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 3116 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..
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, and for all other operations necessary to
complete the Contract Item.
PAYMENT WILL BE MADE UNDER:
ITEM NO. 400 Asphaltic Concrete ~, Group-Blend. Including
Bituminous Material and Hydrated Lime ................................................................ Per Ton
ITEM NO. 400 Asphaltic Concrete ~, Group-Blend. Including
Bituminous Material ....................................................................................... ....... Per Ton
ITEM NO. 400 in. Asphaltic Concrete ~, Group-Blend,
Including Bituminous Material and Hydrated Lime .....................................Per Square Yard
ITEM NO. 400 in. Asphaltic Concrete ~ Group-Blend.
Including Bituminous Material................... ....... ......................................... Per Square Yard
ITEM NO. 400 Asphaltic Concrete Patching Including Bituminous
:Material and Hydrated Lime ................................................................ ................... Per Ton
ITEM NO. 400 Asphaltic Concrete Patching Including Bituminous
]\1aterial .............................................................................................. .................... Per Ton
ITEM NO. 400 Asphaltic Concrete Leveling Including Bituminous
Material and Hydrated Lime ...................................................................... ............. Per Ton
ITEM NO. 400 Asphaltic Concrete Leveling Including Bituminous
lvfaterial .......... .................................................. ........................... ...... ..................... Per Ton
Material!; and Research
December 12, 1997
DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
SPECIAL PROVISION
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 ~;pecified, 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 this Subsection and substitute the following:
The recycled mixture shall be a homogeneous mixture of RAP material, virgin aggregate and neat
asphalt (:ement. 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 ,g28. 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-strip additive is used, it shall be added at a rate of 0.5 percent of the neat asphalt
cement a.dded to the mixture.
402.0~i PAYMENT: Add the following:
Item No. 402 Recycled Asphaltic Concrete, ~ Group-Blend,
Including Bituminous Material ..................................... ......... ... ....... ............... per Ton
Item No. 402 Recycled Asphaltic Concrete, ~ Group-Blend, .
Including Bituminous Material and Hydrated Lime............. .............. .............. .per Ton
Item No. 402 _Inches Recycled Asphaltic Concrete, ~
Group-Blend. Including Bituminous Material........................_......~..n...per Square Yard
Item No. 402 _Inches Recycled Asphaltic Concrete, ~
Group-Blend. Including Bituminous Material and Hydrated Lime.... .....per Square Yard
Item No. 402 Recycled Asphaltic Concrete Patching,
Including Bituminous Material ...................... ........ ~................. ............................ per Ton
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............................................................................ per Ton
Item No. 402 Recycled Asphaltic Concrete Leveling,
Including Bituminous Material and Hydrated Lime ............................................. per Ton
Materials and Research
December 12, 1997
DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
SPECIAL PROVISION
SECTION 820 - ASPHALT CEMENT
Delete:: this Section and substitute the following:
820.0ll 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 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 ORIGINAL
:METHOD TEST TEMPERATURE BINDER RESIDUE OF BINDER AFrER:
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
ASTh1 D4402 Max. 1350 C OOOOCP)
Mass Loss (%), Max. ..
AASHTO: T-240 (b) 0.5
Dyna . ('h 580 C 640 C 670 C 760C ~ 1.0 kPa ~ 2.2 kPa
tnlC.>> ear,
G*/sinS, AASHTO: Phase
TP5, 10 Rad/See Angl ~ 75 deg.
e
Dissipated Energy,
Dynamic Shear, 250C :s: 5000 kPa
G*sinS, AASHTO:
TP5. 10 ~:d1Sec
Creep Stiffness (c), S :s: 300,000 kPa
60 sec. AASHTO - 120 C m ~ 0.300
TPl
Direct Teruiion, 1.0
mmlmin. AASHTO: - 120 C Report
TP3, Failure Strain
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 sti.ffhess 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
wpply 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,
~:)r 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.
Materials :md Research
December 12, 1997
DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
SPECIAL PROVISION
SECTION 828 - HOT MIX ASPHALTIC CONCRETE MIXTURES
Delete Subsection 828.01.1 and substitute the following:
Local :;and will not be allowed in any mixtures to be placed on the mainline or ramps, excluding
should,ers, ofInterstate projects. Up to 20% local sand, based on the total aggregate weight, may
be allowed as an ingredient in the Asphaltic Concrete mixtures used for interstate shoulder
constmction.
On non-interstate projects with 2,000 ADTNPD or greater, as shown on the plans, the use of
local sli:nd shall be limited to Asphaltic Concrete "Base" mixtures only and shall not exceed 20%
of the total aggregate weight. Local sand, not to exceed 20% of the total aggregate weight, may
be used as an ingredient in all Asphaltic Concrete mixtures placed on non-interstate routes with
1,000 tl:) 1,999 ADTNPD, and on routes where traffic counts may be unavailable or not shown
on the plans. On non-interstate projects with less than 1,000 ADTNPD, the amount oflocal sand
allowed will be limited only as needed to meet design requirements further described in this
Section..
These stipulations in no way supersede limitations of RAP allowed in recycled mixtures as set
forth in Section 402.
Materials and Research
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