HomeMy WebLinkAboutProject and Contract No PRLOP-8530-58(245)CI
Augusta Richmond GA
DOCUMENT NAME:rR.D'~EC.:T AN b c..O,v-rR,D/:-T ~b 1>RLCf'~ gS"36 ~S-'6' (:>45)<: I
DOCUMENT TYPE: c..O,v'lR A e T
YEAR: 1 q9 9
BOX NUMBER: l.p
FILE NUMBER:] Y 0 -, <6
NUMBER OF PAGES:
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GEORGIA DEPARTMENT OF TRANSPORTATION
NOTICE TO PROCEED
PROJECT NUMBER:
PRLOP-8530-58(245)C1
COUNTY:
RICHMOND COUNTY
CONSTRUCTION AUTHORIZATION:
DISTRICT #2
EFFECTIVE DATE:
FEBRUARY 5, 1999
CONTRACT ill. NO.:
C31665-98-000-0
CONTRACT WITH:
RICHMOND COUNTY
DATE CONTRACT EXECUTED:
FEBRUARY 4, 1999
,,'
ALEX L. DOBBS
STATE TRANSPORTATION OFFICE ENGINEER
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FIB 09 j9Sg
Mayor's G'Nic~1
Augusta-Richm1jnd C('JUi'rty
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DEPART~~,O~~~RANSPORTATION
S~ATE OF GEORGIA
DATE CONSTRUCTlON '
"AUTHORIZED "',
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CONTRACT
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DO NOT llNSTAPLE THIS BOOKLET....ENTER ALL REQUIRED INFORMATION
-------.--------------------- EITHER BY HAND OR BY STAMP.
DATE OF OPENING: NONE
CALL ORDER : NONE
CONTRACT ID : C31665-98-000-0
PCN
PROJECTS AND CONTRACT NO.
-------------
329.l865Cl0000
PRLOP-8530-58 (245) C1
------------------------------
com~TY : RICHMOND
CODE: 102450
1. RICHMOND COUNTY
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DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
CONTRACT ID : C31665-98-000-0
1.787 MILES OF GRADING, DRAINAGE, BASE AND PLANT MIX PAVING
ON MCCOMBS RD (SECTION 2) BEGINNING AT OLD WAYNESBORO RD
AND EXTENDING TO BROOME RD.
---------_._-------------~---------------------------------------------
SITE
CONTRACT TIME
LIQUIDATED DAMAGES
----------------------------------------------------------------------
00
COMPLETE CONTRACT
NONE
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f CONTRACT ID: C31665-98-000-0 _
I PROJECT(S) : 3291865C10000 PRLOP-8530-58 (245) C1
I -~~~-----------~;~-----------------~~~~;~~--------~~;-~~~;~-------~~~-~;~;-
NO DESCRIPTION QUANTITY ________________ ______________
AND UNITS DOLLARS I CTS DOLLARS ICTS
DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
CONTRACT SCHEDULE
DATE
PAGE
11/20/98
3
-------------.------------------------------------------------------------------
i SECTION 0001 ROADWAY
370,978.09
-------------------------------------------------------------------------------
163-1041 CONSTR,.MAINT
0005 & REM SEDIMENT BASIN, TP
1
2.000
3,940.46000
7,880.92
1,500.000
1.39000
2,085.00
,29,500.000
2.29000
67,555.00
,;:
SY
--------------.------------------.----------------------------"-------------------
318-3000 AGGR SURF CRS
, 0045 1,800.000 5.05000 9,090.00
1m.
, ------402=3130---~~;~;~~;-~~~~--------------------------------------------------
" 0050 CONC 12. ~i MM SUPERPAVE, 3,200.000 19.2100.0 61,472.00
GP 2 ONLY, INCL BITUM TN
i MATL & H LIME
! ---------------'----------------------------------------------------------------
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'CONTRACT
DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
CONTRACT SCHEDULE
DATE
PAGE
11/20/98
4
ID: C31665-98-000-0
PROJECT(S) : 3291865C10000 PRLOP-8530~58(245) C1
--------------------------------------------------------------------------------
LINE
NO
ITEM
DESCRIPTION
APPROX.
QUANTITY
AND UNITS
UNIT PRICE
BID AMOUNT
---------------- --------------
-------------.------------------------------------------------------------------
DOLLARS I CTS
DOLLARS ICTS
413-1000 BITUM TACK COAT
0055
100.000
0.48000
48.00
GL
-------------------------------------------------------------------------------
441-0204 PLAIN CONC .
0060 DITCH PAVING, 4 IN
1,800.000
14.26000
25,668.00
SY
i 500-3101 CLASS A
I 0065 CONCRETE
-------------------------------------------------------------------------------
200.000
195.85000
39,170.00
CY
-------------.------------------------------------------------------------------
500-3800 CLASS A
0070 CONCRETE, INCL REINF
STEEL
24.830
288.18000
7,155.51
CY
--------------------------------------------------------------------------------
0075
511-1000 BAR REINF STEEL
16,000.000
0.29000
4,640.00
LB
---------------------------------------------------------------------------~----
550-1240 STORM DRAIN
11 0080 PIPE, 24 IN, H 1-10
LF
l-------------------~-------------------------------~-------____________________
I 550-1360 STORM DRAIN
0085 PIPE, 36 IN, H 1-10' 200.000 30.30000 6,060.00
LF
200.000
18.52000
3,704.00
-------------------------------------------------------------------------------
550-2150 SIDE DRAIN
0090 PIPE, 15 IN, H 1-10
650.000
11.78000
7,657.00
LF
550-2180 SIDE DRAIN
~ 0095 PIPE, 18 IN, H 1-10
-------------------------------------------------------------------------------
350.000
13.12000
4,592.00
LF
,~
--------------.-----------------------------------------------------------------
550-4115 FLARED END
0100 SECTION 15 IN, SIDE DRAIN
30.000
176.10000
5,283.00
EA
-----------___u______________________________________________________________~_
550-4118 FLARED END
0105 SECTION J.8 IN, SIDE DRAIN 7.000 179.48000 1,256.36
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DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
CONTRACT SCHEDULE
DATE
PAGE
11/20/98
5
~ CONTRACT ID: C31665-98-000-0
PROJECT(S) : 3291865C10000 PRLOP-8530-58 (245) C1
-------------------------------------------------------------------------------
LINE
NO
ITEM
DESCRIPTION
APPROX.
QUANTITY
AND UNITS
UNIT PRICE
BID AMOUNT
---------------- --------------
------------.-------------------------------------------------------------------
DOLLARS I CTS
DOLLARS ICTS
573-2006 UNDDR PIPE
0110 INCL D!~INAGE AGGR, 6 IN
1,200.000
6.66000
7,992.00
LF
--------------------------------------------------------------------------------
603-1012 STN PLAIN RIP
0115 RAP, 12' IN
300.000
10.91000
3,273.00
SY
-------------------------------------------------------------------------------
603-2012 STN DUMPED RIP
0120 RAP, TP 1, 12 IN
20.000
16.50000
330.00
SY
-------------------------------------------------------------------------------
603-2018 STN DUMPED RIP
0125 RAP, TP 1, 18 IN
30.000
18.68000
560.40
SY
-------------.------------------------------------------------------------------
603-2036 STN DUMPED RIP
0130 RAP, TP 1, 36 IN
250.000
28.79000
7,197.50
SY
--------------.-----------------------------------------------------------------
0135
603-2997 FILTER BLANKE,!,
600.000
15.00000
9,000.00
SY
-------------------------------------------------------------------------------
634-1200 RIGHT OF WAY
0140 MARKER
lEA
50.000
37.99000
1,899.50
-------------------------------------~-----------------------------------------
700-0200 GRASSING-
0145 PR-8530-58(245) C1
LUMP
LUMP
2,938.10
--------------'-----------------------------------------------------------------
715-2200 BITUMINOUS
0150 TREATED ROVING, WATERWAYS
2,200.000
1.16000
2,552.00
:"
SY
c
--------------------------------------------------------------------------------
ITOTAL BID
370,978.09
==============::================================================================
THIS A9~EE:MENT ~~. AND ENTERED ~NTO THIS THE it DAY OF
~G~19~ BY AND BETWEEN THE DEPARTMENT OF TRANSPORTATION
PARTY OF T:~RST PART (HEREINAFTER CALLED THE DEPARTMENT) AND THE
COMMISSIONERS OF--- RICHMOND ---COUNTY
(HEREINAFTER CALLED THE COUNTY) WHO HAVE BEEN DULY AUTHORIZED TO
EXECUTE THIS AGREEMENT:
WITNESSETH:
~
"
WHEREAS, THE DEPARTMENT AND THE COUNTY DESIRE THE IMPROVEMENT AND
CONSTRUCTION OF A CERTAIN FACILITY AND THE COUNTY DESIRES AND AGREES
TO FURNISH AND DELIVER ALL THE MATERIAL AND TO DO AND PERFORM ALL
THE WORK N~D LABOR FOR SAID PURPOSE. THE PROJECT BEING MORE
PARTICULAR]~Y DESCRIBED HEREIN.
NOW THEREFORE IN CONSIDERATION OF THE PREMISES, THE MUTUAL COVENANTS
HEREIN CON~~AINED 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 WOEK AND MATERIALS SHALL BE IN STRICT AND ENTIRE CONFORMITY
WITH THE PEOVISIONS 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 'lIHE 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 THAT THE DEPARTMENT OF TRANSPORTATION WILL NOT
PARTICIPATE IN THE COST OF ANY UTILITY FACILITY REMOVAL AND RELOCATIONS
NECESSARY IN CONNECTION WITH CONSTRUCTION OF THIS PROJECT, UNLESS
OTHERWISE SPECIFIED IN THE CONTRACT. THE (COUNTY/CITY) SHALL BE
RESPONSIBLE FOR HANDLING THE ARRANGEMENTS WITH UTILITY OWNERS FOR ANY
REMOVAL ~D 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
TRANSPOR.TATION. FOR PURPOSES OF APPLYING PROVISION OF THIS
PARAGRAPH, I~ILROADS ARE CONSIDERED UTILITIES. IN ADDITION TO THE
FOREGOING, ~~HE (COUNTY/CITY) SHALL OBTAIN APPROVAL OF PLANS AND
ACQUIRE EASliliffiNTS OR OTHER PROPERTY RIGHTS FROM THE RAILROAD FOR
CONSTRUCTIOrJ WITHIN RAILROAD PROPERTY/RIGHT OF WAY AND SHALL PROVIDE
FOR THE. PRo1~ECTION OF RAILROAD INTERESTS, INCLUDING FLAGGING AND
INSPECTION, AS MAY BE REQUIRED BY THE RAILROAD.
(4) IT IS ~IDERSTOOD THAT THE QUANTITIES SHOWN ARE APPROXIMATE
ONLY AND SUBJECT EITHER TO INCREASE OR DECREASE AND ANY INCREASES OR
DECREASES AEE 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 UNLE:SS 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
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PENALTY BUT AS LIQUIDATED DAMAGES, THE COST TO THE DEPARTMENT OF
MAINTAINI~~ ITS ENGINEERING .AND INSPECTION FORCE ON THE WORK OR TO CANCEL
THIS CONTF~CT AND COMPLETE THE WORK BY CONTRACT OR OTHERWISE.
"
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(6) THE WORK SHALL BE DONE IN ACCORDANCE WITH THE LAWS OF THE STATE OF
GEORGIA AN~ TO THE SATISFACTION OF THE DEPARTMENT OF TRANSPORTATION
THE DECISION OF THE CHIEF ENGINEER UPON ANY QUESTION CONNECTED WITH
THE EXECUT'ION OR FULFILLMENT OF THIS AGREEMENT AND INTERPRETATION OF
THE SPECIFICATIONS OR UPON ANY FAILURE OF DELAY IN THE PROSECUTION
OF THE WORK BY THE COUNTY SHALL BE FINAL AND CONCLUSIVE
(7) THE COUNTY AGREES TO PERFORM ALL EXTRA WORK THAT MAY BE REQUIRED
OF THEM ON THE BASIS OF ACTUAL COST.
(8) THE FINANCING OF THIS PROJECT SHALL BE AS FOLLOWS:
PAYMENTS WILL BE MADE ON MONTHLY STATEMENTS AS THE WORK PROGRESSES.
(9) DRUG-FREE WORKPLACE CERTIFICATION:
-----~---_._--------------------------
THE UNDERSIGNED CERTIFIES THAT THE PROVISIONS OF CODE SECTIONS 50-24-1
THROUGH 50...24-6 OF THE OFFICIAL CODE OF GEORGIA ANNOTATED, RELATED TO
THE **DRUG-.FREE WORKPLACE ACT**, HAVE BEEN COMPLIED WITH IN FULL. THE
UNDERSIGNED FURTHER CERTIFIES THAT:
(1) A DRUG-FREE WORKPLACE WILL BE PROVIDED FOR THE CONTRACTOR'S
EMPLOYEES DURING THE PERFORMANCE OF THE CONTRACT; AND
(2) EACH 'CONTRACTOR WHO HIRES A SUBCONTRACTOR TO WORK IN A DRUG-FREE
WORKPLACE SHALL SECURE FROM THAT SUBCONTRACTOR THE FOLLOWING WRITTEN
CERTIFICATION: 'AS PART OF THE SUBCONTRACTING AGREEMENT WITH
(CONTRACTOR'S NAME) (SUBCONTRACTOR'S NAME)
---------------------------- --------------------------
CERTIFIES TO THE CONTRACTOR THAT A DRUG-FREE WORKPLACE WILL BE PROVIDED
FOR THE SUBCONTRACTOR'S EMPLOYEES DURING THE PERFORMANCE OF THIS
CONTRACT PURSUANT TO PARAGRAPH (7) OF SUBSECTION (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 CONT:~CT.
-----------.------------------------------------------------~-------
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IN WITNESS WHEREOF THE DEPART~T.OF TRANSPORTATION HAS CAUSED THESE
PRESENTS ~ro 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.
***************************************
FED ID NO. fIRS NO.
***************************************
EXECUTED ON BEHALF OF THE
DEPARTMENT'OF TRANSPORTATION
THIS
EXECUTED ON BEHALF OF
---RICHMOND COUNTY
THIS
1991
ENDEI~A:_
DIVISION DIRECTOR
DATE:
~lr.q1
W~~OR COUNTY:
'~.cr ~~
THIS CONTRACT APPROVED BY THE
COUNTY COMMISSIONERS AT A
MmING HELD AT ~
U/Y, (!Jj4~_ LL1tS
WITNESS FOR THE DEPARTMENT
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CONTRACT ID
DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
DATE: 11/20/Q.8
PAGE: 1
SPECIAL PROVISIONS
C31665-98-000-0
1.787 MILES OF GRADING, DRAINAGE, BASE AND PLANT MIX PAVING
ON MCCOMBS RD (SECTION 2) BEGINNING AT OLD WAYNESBORO RD
AND EXTENDING TO BROOME RD.
S.P. CODE
: -------------------------------------------------------------------------------
SPECIAL PROVISIONS DESCRIPTION
. ..
--------------'-----------------~-----------------------------------------------
il06-1-95-SP
tl07-1-93-SP
i.08-1-93-SP
tl09-1-93-SP
tl52-1-93-SP
, 61-2-93-SP
r400-2-93-SP
,
~02-1-93-SP
~
'S20-1-93-SP
to
828-1-93-SP
A99-0-00-
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CONTROL OF MATERIALS
LEGAL REGULATIONS' {ENVIRONMENTAL)COUNTY/CITY CONTRACTS
WAIVE PROGRESS SCHEDULE
PARTIAL PAYMENT (CITY/COUNTY CONTRACTS)
FIELD LABORATORY BUILDING
SOIL EROSION & SEDIMENTATION (COUNTY/CITY CONTRACTS)
ASPHALTIC CONCRETE (COUNTY CONTRACTS)
RECYCLED ASPHALTIC CONCRETE (COUNTY CONTRACTS)
ASPHALT CEMENT
HOT MIX ASPHALTIC CONCRETE MIXTURES
PLANS Y )
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May 21, 1998
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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
I. shall be inspected cmd tested by the con.tractor before incorporation into the Work. All quality
control samples shall be taken and tested by the Contractor's designated quality control
,technician. Such tests shall be performed at the Contractor's expense and in accordance with the
(methods of tests established by the Department. Copies of all tests performed by the Contractor
",Shall be furnished to the Engineer and will become a part of the project records.
IAt the discretion of the Department, the Contrac;or's quality control tests may be used as
lacceptance tests. The Department will maintain surveillance of the Contractor's Quality
~Assurance Acceptance Program and shall take samples and conduct tests as necessary to verify
icorrectness of the Contractor's quality control tests and determine acceptability of materials and
~onstruction. The Contractor shall be responsible for the quality of the construction and
materials incorporated therein.
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Revision: May 1. i~94
DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
SPECIAL PROVISION
SECTION 1(17 ~ LEGAL REGULATIONS AND RESPONSIBI~ITY TO THE PUBLIC
MODIFICATION TO TH~ CURRENT STANDARD SPECIFICATIONS
DELETE SUB-SECtION 107.23 AS WRITTEN AND SUBSTITUTE THE FOLLOWING:
107.23 EWlIRONMENTAL 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 Policy Act (GEPA), of 1991. In compliance with GEPA,
those projects for t..hich Federal funding is sought, and NEPA compliance is
accomplished, are exempt from the requi!ements of GEPA.
GEPA requires that environmental documentation be accomplished tor 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
~hich Would not be anticipated to significantly adversely affect the
qualit~, of the environment inclUde the following Ust. These types
of projects funded with state money would not be subject 'to environmental
assessment of any kind. Hearing procedures outl1ned in CEPA Would not
be applicable.
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1. Minor road~ay and non-historic bridge projects.
a. Modernization of an existing high~ay 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 iocalized purposes (weaving, climbing,:
~peed changes, etc.), and correcting subst~ndard curves and
lnterSections within previously disturbed existing right-of-
way.
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c.
Non-historic bridge replacement projects in existing alignment
with no detour bridge~
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2.
Lighting, signing, pavement marking, signalization, freevay
surveillance and control systems, and railroad protective devices.
3. Safety projects such as grooving, glare screen, safety barriers.
energy attenuators, median barriers, etc.
4.
High~ay landscaping and landscape mOdification, rest area projects
and truck veigh stations ,vi thin previously disturbed existing rlght~
of vay.,
Construction of bus shelters and bays within existing right-of-way.
5.
6.
~remporary replacement of a highway facility which is commenced
:immediately after the occurrence of. a natural disaster or
':atastrophic failure to restore the high~ay for the health, 'welfare,
Rnd safety of the public.
B. THE FOLLOWING PROJECTS MAY NOT SIGNIFICANTLY ADVERSELY AFFECT THE QUALITY
OF TEE ENVIRONMENT:
I
For projects ~hich will cause land disturbance and for which there is
no anticipation that the proje~t 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
adver:.ely affect the quality of the environment. Documentation of the'
studies will be accomplished through he use of the "GEPA Investigation
Studies" checklist.
The typ'es of project which would fall under the category would include:
1. Bridge replacement project on ne~ location or ~ith a detour bridge,
w~ere there are no significant adverse impacts to historic or
archaeologic~l resources. no involvement, with Federally listed
threatened and endangered species and no significant adverse impact
to wetlands.
3.
2. Passing lanes,. median additions and widening projects, where there
arl~ no significant adverse impacts to historic or archaeological
re:.ources. no involvement with Federally listed ,threatened and
endangered speci.es and no significant adverse impact to wetlands.
Safety and intersection improvements where there are no significant
adverse impacts to historic or archaeological resources, no
in~olvement with Federally listed threatened .and endangered species
anc, no significant adv.erse impact to wetlands.
.0;
4.
Res t area prOjects and truck weight stations with no purch:ise of
additional right-of-way.
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. I
5.
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If studies demonstrate that the project yill not significantly adversely
affect the quality of the environment, project files Yill be documented.
If studies demonstrate that the project, may significantly adversely
affect the quality of the environment, development of an environmental
effects report (EER) Yill be undertaken along Ylth full CEPA compliance.
C. TIll! FOLLOI/IliG PROJEc:rS HAY SIGNIFlCAlIrLY ADVERSELY AFFEc:r TIll! QUALITY
OF THE ENVIRONMENT I
This category of project may include' major '-'idening and new location
projects. If such projects result 1n a significant adverse effect,
an EER shall be prepared.
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 con templa ted ac t ions" . Therefore, EER' s for sec t ions
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 cha~n of contemplated actions.
1. During preparation of. an environmental effect report, the County
or municipality '-'ill consult '-'ith and solicit comments from agencies
which have jurisdiction by law, special expertise, Or other interest
'-'ith 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;
'I
d.
Releva.t environmental setting, Geology, soils, ~ter 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;
Value of short-term Uses of the environment and maintenance.
and enhancement of its long-term value;
Benefielal aspects, both long term and short term and its
economic advantages and disadvantages.
- I
Conunents of agencies which have jurisdiction by law, special
eXper~is~1 or other interest '-'ith respect to any environmental
impact or resource;
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3.
At least 45 days prior to.making a decision as to ~hether ~o proceed
with the undertaking. publish in the "l~gal organ of each county
in which the proposed governmental action or any part thereof is
to occur notice that an environmental effects report has been
prepared".
4. The County or municipality' shall send a copy of the EER and all
other comments to the Director. EPD.
.
5. The County or tIlunicipali ty shall tIl~ke 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 tbe State of Georgia request On "itbin' 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 tban 100 requests are received. (Tbe Gounty or municipality
is not relieved of otber State legal requirements of public bearings,
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hO\lever. J
;', Follo"ing the public notice period and/or public hearing a Summary
of the document. Comments received and recommendation as to whether
to proceed \lith the action as originally prepared. to proceed ~ith
changes. or not to proceed will be prepared (Notice of Decision).
B, This dec is ion . documen t . "hen signed by the responsible OffiCial,
"ill be sent to. the . D irec tor. EPD, and an abbreviated not ice of
the decision "ill be published in tbe legal organ of eacb county
in "bicb the proposed governmental action or any part thereof is
to occur.
9. A copy of the decision document, the EER, and public bearing comments
(if any) "ill be sent to the DEPARTIlENT OF TRANSPORTATION. OFFIGE
OF ENVIRONMENT AND LOGATION and tbe DEPARTIlENT 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 DIV~SION
"205 BUTLER STREET. SE
SUITE 1152
ATLANTA,. GEORGIA 30334
~ny mltigation'm~asures identified in the EER "ill be incorpOrated,
lnto the final project plans.
Office of State Aid
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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.
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September 15, 1997
DEPARTMENT OF 'TRANSPORTATION
STATE OF GEORGIA
SUPPLEMENTAL SPECIFICATION
ION 109 - MIDlSUREMENT & PAYMENT (CITY/COUNTY CONTRACTS)
.07 PARTIAL P},.YMENTS: Retain as written except as follows:
(GENERAL: Delete "At the end of each calendar month"----and
the 10th day of each calendar rnonth----".
substitute
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ce of Staite Aid
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DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
, May 21, 1998
SPECIAL PROVISION
SECTION 152 - FIELD LABORATORY BUILDING
"152.03 Plant Laboratory Buildings: Delete Items 3, 4, and 5 and substitute the following:
ITEM 3: J[ 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)
I Parallel and 2 ,Serial Ports
16 Megabyte Random Access Memory Expandable to at Least 32
Megabytes
VGA Monitor
486 Microprocessor Operating at 33 Megahertz (Minimum)
ITEM 4: 1 Each - Printer (Desk Jet HP Letter quality printer)
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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. .
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May 21, 1998
DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
SPECIAL PROVISION
(For "Off-System" Contracts Only)
SECTION 400 - HOT MIX ASPHALTIC CONCRETE CONSTRUCTION
..400.02 MATERIALS: Delete Items H. and 1. and substitute the following:
H. Bituminous Tack Coat:
Asphalt Cement Grade PG 58-22, PG 64-22, PG 67-22
820.01
400.05.C.4: LEVELING COURSE: Delete second paragraph and substitute the following:
Mixtures for leveling courses shall meet the requirements of the approved Job Mix Formula as
defined in Subsection 400.06 and all appropriate requirements of Section 828 and will be subject
to Acceptance as stared in Subsection 400.07.A.
/TABLE 400.0S.C.4.a.: PATCHING AND LEVELING: Delete and substitute the following:
I Thickness Rate of Spread Type of Mix
Up to 3/4"
3/4" to 1 1/2"
1 1/2" to 2"
2" to 3"
Over 3"
Up to 85 lbs./s.y.
85 Ibs.ls.y. to 165 Ihs./s.y:
165 lbs.ls.y. to 220 lbs.ls.y.
220 lbs.ls.y. to 330 lbs.ls.y.
Over 330 lbs.ls.y.
4.75 mm Mix or 9.5 mm Superpave
9.5mm Superpave
12.5 mm Superpave .
19 mm Superpave
25 mm Superpave or 37.5 mm Superpave
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00.05.D.l. THICKNESS OF LAYERS: Delete and substitute the following:
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Minimum Maximum Maximum'
Layer Layer Total
Mix Type Thickness Thickness Thickness
37.5 mm Superpave 3" 5"* :1
25 mm Superpave 3" 5"* .
19 mm Superpave: 1 3/4" 3"*
12.5 mm Superpave I 3/8" 2" 6"
9.5 mm Superpave 7/8" (85 lb/s.y.) 1 1/2" 4" I
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4.75 mm Mix 3/4" (80 Ib.ls.y.) I 1/8" 2"
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~OO.05.D.3. ROLLING OPERATION: Delete the last sentence and add the foiIowing:
'Pneumatic-Tired rollers shall be used in conjunction with breakdown rollers on all surface and
~subsurface courses except that pneumatic-tiied rollers may be excluded at the discretion of the
;:Engineer when polymer modified asphalt is used in the Asphaltic Concrete mixtures.
f400.05.E. CONTINUITY OF OPERATIONS: Delete and substitute the following:
Plant production, transportation, and paving operations shall be so coordinated that a uniform
;continuity of operation is maintained. If spreading operations are interrupted, the Engineer may
require that a transverse joint be constructed any time the mixture immediately behind the paver
screed cools to less than 2500 F.
400.05.F.: CONSTRUCTION OF CONTROL STRIPS AND DETERMINATION OF
tARGET DENSITY: Delete and substitute the following:
Construction of control strips will not be required and 96% of Laboratory Density shall be used
to control compaction or if job conditions warrant, the Engineer may establish a 'maximum
practical density.
, '
For Asphaltic Concrete with a plan spread rate of 125 Ibs.lyds.2 or less, density tests will not be
required. These courses shall be compacted as follows:
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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 required:
a. One stl~el 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.2
~ontact pressure.
c. One steel wheel finishing roller weighing at least 8 tons or vibratory roller
operating in static mode.
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.
ro.os.G.: MIXTUR:E NOT REQillRING CONTROL STRIPS:
Delete this Subsection.
., 400.06.A.8. Delete and substitute the following:
'; 8. The results of a design study providing the necessary information to conform to the
appropriate requirements of Section 828. The Contractor shall be responsible for all
asphaltic c:oncrete mix designs.
All proposed Job Mix Formulas shall be submitted for approval at least two weeks prior
to beginning mixing operations. No Hot Mix Asphaltic Concrete work shall be started
nor shall any mixture be accepted until the Engineer has approved a Job Mix Formula
for the mixture to be used. .
400.07. ACCEPTANCE PLANS: Delete all references to pay adjustments and pay factors. In
addition, delete 400.07.A, Gradation and Asphalt Cement Content, and substitute the following:
, ,
,A. CONTRACTOR ACCREDITATION OF MA TERlALS SAMPLING AND TESTING
OF ASPHALTIC CONCRETE: Asphaltic Concrete Mixture shall be randomly sampled and
tested by the Contr,actor or Contractor's Representative. In addition, these tests results may be
used for Acceptance on a Lot basis. Failure to comply with the requirements listed herein may
subject the plant facility to removal from the list of approved Hot Mix Asphaltic Concrete Plants
(QPL-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 maybe 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
flower number of tests.
1. 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:
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a. The assignment of all quality control responsibilities to specifically named
individuals who have been duly certified by the Office ofMaterial~ and Research.
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b. Provisions for prompt implem'entation of control and corrective measures.
c. Provi~dons for liaison with the Project Manager, Bituminous Construction
Engineer and Testing Management Operations Supervisor at all times. The
Contractor shall provide at least one day's notice prior to beginning production, or
prior toO resuming production if operations have been temporGU'ily suspended.
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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.
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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 to the Office of Materials and
Research for initial approval. Thereafter, the Quality" Control Program shall be
included as part of the certification in the semiannual Plant Inspection Report.
2. CERTIFICATION REQUIREMENTS: The Office of Materials and Research will
certify the Contractor's Laboratory arid 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 des:ignated Quality Control personnel must be certified by the Office of Materials
and Res1earch 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 perfonning the process control and acceptance tests and procedures related to Hot
Mix Asphaltic Concrete production. The Level 2-QCT shall, in addition to Level I
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 Contractor 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 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.
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3. SAMPLING, TESTING AND INSPECTION REQUIREMENTS: Mixtures shall be
randomly sampled according to GDT -73 (Method C) and tested by the QCT on a Lot,
basis at :a minimum frequency of one test per 500 tons. A copy of the computer
generate(~ random sampling data shall be maintained as a part of the project records.
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The Contractor's QCT shall perform all Sampling and Inspection duties in
accordan,ce with GSP-21. All sample containers, extractants, forms, diaries and other
supplies shall be furnished by the contractor and are subject to approval of the
Engineer..
The Contractor's QCT shall perform extraction or ignition (GDT-83 or GDT-125), or
digital print-out for asphalt cement content, and gradation analysis (GDT -38) of
samples of the mixture produced each day and sampled in accordance with GSP-15.
If the ignition oven is used, a printout of sample weights shall become a part of the
project re,cords.
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The Contractor shall maintain a Process Control Flow chart for each sieve specified
on the Job Mix Formula and including the percent asphalt cement content. Such chart
shall indude 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 QCT shall immediately notify the Testing Management Operations
Supervisor of results. The Level 2-QCT shall determine if a plant adjustment is
needed and immediately run a Process Control sample. If the Process Control sample
is also out of Mixture Control Tolerances, an immediate plant adjustment shall be
required: and additional Process Control samples shall be taken as necessary to assure
the corrective action taken was appropriate to control the mix.
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If the Contractor's QCT obtains 2 consecutive Acceptance samples out of the Mixture
Control Tolerances specified in Section 828, production shall stop immediately.
Mixture already in storage which deviates no more than 10% in gradation and no
more than 0.7% in asphalt cement content from the Job Mix Formula may be
transpoIited to and placed on the project subject to visual inspection and density and
smoothness requirements. Any mixture remaining in surge bins or silos shall be
rejected and disposed of at the Contractor's expense if a sample representative of the
mixture' deviates more than 10% in gradation or more than 0.7% in asphalt cement
content from the Job Mix Formula. A plant correction shall be made prior to
resuming production. Upon restarting production, no mixture shall be transported to
the project before test results of a Process Control sample from the mixture indicate
that qualiity control of the mixture has been restored by meeting Mixture Control
Tolerances. Any mixture produced at initial restarting that does riot meet Mixture
Control tolerances shall be rejected.
The QCT shall measure the temperature of the mixture and reco~d the results on the
load ticket each time a sample is taken. The respective load ticket shall also be signed
by the QCT for each load from which a sample is taken.
When hydrated lime is to be included in the mixture, calibration of the lime system
shall be c:hecked 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 upon request.
4. COMPARATIVE AND QUALITY 'ASSURANCE PROGRAM: Periodic
comparative testing will be required of each QCT and will be coordinated by the
' Departme:nt 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:
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a. Comparison Sampling and Testing: During the quartering process of Hot Mix
samples, the opposite quarters from the test specimen shall be labeled by the QCT
and retained for Department comparison testing. in addition, the remaining
mate:rial 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 are within
Mixture Control Tolerances and if the Department does not procure these retained
samples within three working days of the' represented mix being produced, these
samples may be discarded.
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
25mm
19mm
12.5 mm
9.5mm
4.75 mm
2.36 mm
75 J..lm
A.C.
SURFACE
SUBSURFACE
5.0%
5.0%
4.0%
4.0%
3.5%
3.0%
2.0%
0.5%
3.5%
3.5%
2.5%
2.0%
0.4%
If Comparison tests are within these tolerances, production may continue and at
the disGretion 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 Saniples, 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 not, within these
toleranC:,es, the Contractor's Quality Control methods shall be reviewed by the
Office of Materials and Research and ,a thorough investigation will be made if
deemed necessary .
=
b. Quality Assurance Sampling and Testing: The Department will take samples for
the purpose of monitoring the effectiveness of the 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
immedia.tely behind the spreader and prior to compaction. The samples will be
tested and analyzed by the Department in accordance with standard procedures.
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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 humber of projects to assure that the mixture is being
adequately controlled and accurately saJnpled and tested.
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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 toler,ances, production may continue but the
Department will investigate by taking random samples from throughout the Lot in
accordance with Subsection 400.07.F. These samples shall be used for
Acceptance and the Contractor 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 Contractor. Failure to take prompt corrective action will be
cause for the Engineer to discontinue acceptance of the mix. If the Engineer
detenmines that any material is unacceptable to leave in place, the material shall
be removed and replaced at the Contractor's expense. Any test results for
materials not used in the Work shall not be included in the calculations for Lot
Acceptance.
If it i:; determined by the Department that the QCT has not followed procedures
specified in GSP-21 or has provided erroneous information, his or her
certification may be withdrawn, and the 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 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.
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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 sie:ves 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
individuddeviations from the Job Mix Formula, disregarding whether the deviations
are positive or negative amounts. The 'samples shall be taken randomly in
accordance with GDT-73. In the event that the designated random load is not,
sampled, or less than the specified number of samples ,are taken, the Contractor shall
take at lea:;t two representative six inch cores from the roadway (to assure adequate
sample size). These cores shall be taken from the area where the appropriate random
load was pilaced, or for each portion of mix that was not sampled, and acceptance will
. be based on the mean of the deviations from the Job Mix Formula of the total number
of tests run.
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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.
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The control sieves used in Quality Acceptance for the various types of mix are as
indicated below: I
TABLE 400.07.A
MIX TYPE ,
MIXTURE CONTROL
37.5 mlTI Superpave
25 mm, 2.36 m~ Sieves and Asphalt Cement
25 mm Superpave,
19 lTIm Superpave
12.5 mm, 2.36 mm Sieves and Asphalt Cement
12.5 mm Superpave
9.5 mm, 2.36 mm Sieves and Asphalt Cement
9.5 mm Superpave
4.75 mm, 2.36 mm Sieves and Asphalt Cement
4.75 mm Mix
2.36 mm Sieve and Asphalt Cement
400.07B.: COMPACTION: Delete this Subsection and substitute the following:
The compaction of the mixture as determined by either GDT-39, or GDT-59,. will be accepted in
Lots as defined in Subsection 400.07.A. and shall be within the same Lot boundaries as the
mixture acceptance.
The mean density of the pavement placed within each Lot will be calculated by averaging the
; results of tests run on randomly selected' sites in that Lot. The random sites shall be selected
using GDT-73.
400.07.C.: SURFACE TOLERANCE: Delete this Subsection and substitute the following:
All paving shallly i',:bjct to visual and straightedge inspec'.~~n 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,
~d surface courses :5hall 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
nless appropriate steps are taken by the Contractor to correct the problem.
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400.07.D.: MATERIALS PRODUCED AND PLACED DURING ADJUSTMENT
PERIOD: Delete thi~; Subsection.
400.07.F REEVALUATION OF LOTS: Add the following to the first paragraph:
. -
Re-evaluation of Lot~i and acceptance will be based on Department evaluations. All costs of
these evaluations shall be at the Contractor's expense.
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May 21, 1998
DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
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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 aggregatie makes up no more than 5% of the total aggregate, portion of the mix.
When a Blend I mix is specified, any Group I aggregate in the RAP shall be considered when
determining the Group I portion allowed in the total mix as specified in Section 828. The
percentage of local sand, alluvial gravel, and Group I aggregate in the RAP .will be determined
through petrographic analysis or available records.
402.02.C. RECYCLED MIXTURE: Delete and substitute the following:
The recycled mixture shall be a homogeneous mixture of RAP material, virgin aggregate and
neat asphalt cement. Further, the mixture shall be appropriately treated with an approved anti-
stripping agent, either a heat stable anti-stripping additive or hydrated lime. The agent chosen
'shall be at the Contractor's discretion except where noted in the Pay Item Designation.,
~1be mixture shall conform to an approved mixture design meeting the requirements outlined in
lSection 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-strip additive is used, it shall be added at a rate of 0.5 percent of the neat asphalt
cement added to the mixture.
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402.05 PAYMENT: Add the following:
Item No. 402 Recycled Asphaltic Concrete, ~ Superpave, Group-Blend,
Including Bituminous Material.......................................................... per Ton
Item No. 402 Recycled Asphaltic Concrete, ~ Superpave, Group-Blend,
Including Bituminous Material and Hydrated Lime ............................. per Ton
Item No. 402 Recycled Asphaltic Concrete,~ Superpave, Grouo-Blend,
Including Polymer-Modified Bituminous Material and Hydrated Lime .... per Ton
Item No. 402 __Inches Recycled Asphaltic Concrete,~ Superpave,
GrowD-Blend, Including Bituminous Material... ..........;............... per Square Yard
Item No. 402 _Jnches Recycled Asphaltic Concrete, ~ Superpave,
Group-Blend, Including Bituminous Material
and Hydrated Lime.. ..................................................................... per Square Yard
Item No.402 _)nches Recycled Asphaltic Concrete, ~ Superpave,
Group-Blend, Including Polymer-Modified Bituminous Material
and Hydrated Lime ......................................................................... per Square Yard
..
Materials and Research
: <"}:r:
May 21, 1998
DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
..
SPECIAL PROVISION
SECTION 820 - ASPHALT CEMENT
Delete and substitute the'following:
820.01 SUPERJ?A 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 arid 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 separati'Dn. The neat asphalt cement proposed for use in Asphaltic Concrete shall meet
the following requirements for PO 64-22 or PO 67-22 and be production materials ("straight-
run") that have not been "air-blown" to achieve the performance grade (PO). PO 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 PO 76:.22.
1. ,Test Requirements
ST AND METHOD
TEST TEMPERA TURE
ORlGINAL
, BINDER
RESIDUE OF BINDER AFTER:
PG PG PG PG
58-22 64-22 67-22 76-22
Rolling Thin-Film Pressure Aging
Oven AASHTO: TP5 AASHTO: PP_I
I)h Point,
SHTO: T-48 Min:
cosity (a), '
SHTO:TP-48 Max.
~s Loss (%), Max.'
SHTO: T-240 (b)
lIIamic Shear,
IsinB, AASHTO:
5, 10 Rad/Sec
sipated Energy,
~amic Shear,
l~inB, AASHTO:
, 10 Rad/Sec
ep Stiffness ( c),
sec. AASHTO TPl
ect Tension, 1.0
lImin. AASHTO:
, Failure Strain
1350 e
2300 C
3Pa-S
(3000ep)
580 e 640 e 670 e 760 e
Phase
Angle
2: 1.0 kPa
0.5
2: 2.2 kPa
< 75 deg.
250e
.::::: 5000 kPa
- 120 e
S .::::: 300,000 kPa
m > 0.300
- 120 e
Report
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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 2: 300,000 kPa, the Direct Tension Failure Strain value
shall be reported. The m-value requirement shall be satisfied in either case.
If modification is required, the composite materials shall be thoroughly blended at the
supply facility prior to being loaded into the transport vehicle. All blending procedures,
formulation, and operations shall be approved by the Office of Materials and Research.
2. Certification: Certified test results of laboratory blends for proposed PG asphalts shall
be provided by a certified laboratory, approved by the Office of Materials and Research,
for each spe:cification 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 spec.ification limits, the
State Materials and Research Engineer may interrupt the production until test results are
known.
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May 21, 1998
DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
i
SPECIAL PROVISION
SECTION 828 - HOT MIX ASPHALTIC CONCRETE MIXTURES
Delete and substitute the following:
828.01 DESCRIPTION: This specification covers the requirements that are applicable to all
Hot Mix Asphaltic Concrete Mixtures. Materials used in the preparation of these mixtures shall
be approved by the Engineer prior to incorporating in the Work. This work consists of
roducing and constructing one or more courses of hot mix asphalt pavement. Superpave mixes
hall be designed in accordance with the Superpave System for Volumetric Design CAASHTO
P4 and AASHTO PP2) to meet test properties as shown unless otherwise stated herein.
Ir mixtures an:: designated based on the Nominal Maximum Sieve Size as defined m
ubsection 828.02 and shall conform to the following unless otherwise stated herein:
A. The Contract Pay Item will specify the aggregate group, or blend, where applicable.
See Subsection 828.04 for explanation of aggregate groups and blends.
B. The percent finer than 75/lm will be determined in accordance ~ith GDT-2, Alternate,
AorB.
C. Mixture Control Tolerances are based on the results of individual tests and are for mix
uniformity control purposes only.
D. Group I or Group II aggregate or a bl~nd of botn may be used for patching or leveling.
Mixes for patching and leveling are listed in Subsections 828.02 and 828.03.
..
E. Hydrated lime shall be included in all paving courses except where noted. The lime
shall be 'added at a minimum rate of one percent of the total dry aggregate weight. In
recycled. mixtures, lime shall be added at a minimum rate of one percent of the virgin
aggregate po:1ion p!u~ a minimuGi of 0.5 ,percent of the aggregate in the Reclaimed
Asphalt Pavement (RAP) portion of the mixture. Additional lime, as well as an
approved heat stable anti-stripping additive, which meets requirements of
Subsection 831.04, may be required in any particular mixture when necessary for
satisfaction of governing ,Specification requirements. No additional payment will be
made by the Department for any such required additional materials.
L_ _ _ ~--DI!I __ _________~~~
-~~~
O~<:J.Ul (Continued)
F. On projects designated at Mix Design Level A, as designated in the project Plans or
project General Notes, the Asphalt Cement (AC) used in all mixtures may, at the
Contractor's discretion, include an approved heat stable anti-stripping additive, which
. meets requirements of Subsection 831.04, in lieu of hydrated lime unless noted
" otherwise. The addition rate will be a minimum of 0.5 percent of the AC portion.
When a heat stable anti-stripping additive is used in these mixes in lieu of hydrated
lime, the minimum tensile splitting ratio will be 0.4 for Asphaltic Concrete 4.75 mm
mix and 0.6 for all other Asphaltic concrete mixtures.
G. Asphalt Cement used in production of asphaltic concrete mixtures shall meet the
requirements of Subsection 820.01. Asphalt Cement used in the production of these
mixture~) shall meet requirements of Subsection 820.01. ,The ACused in all mixtures
shall be PG 67-22 with the following exceptions:
a. For projects designated at Mix Design Level A, as designated in the project Plans
or project' General Notes, PG 64-22 may be used at the discretion of the
Co:ntractor.
b. For mixtures which utilize Reclaimed Asphalt Pavement (RAP), the AC grade to
be used will be determined by the Engineer.
c. AC meeting requirements of PG 76-22 shall be used in the top dense-graded
surface course, excluding shoulder construction, for projects or portions of a
project designed at Level C or D, as designated in the project Plans or project
General Notes.
H. Local sand, not to exceed 20% of the total aggregate weight, may be used as an
ingredient in all Asphaltic Concrete mixtures placed on the mainline and ramps of non-
interstate routes designed at Mix Design Level A. On non-interstate projects designed
at Mix Design Level B, C, or D, as designated in the project Plans or project General
Notes, ,the use of local sand shall be limited to Asphaltic Concrete 37.5 mm Superpave
and 25'mrn Superpave mixtures only and shall not exceed 20% of the total aggregate
weight. However, up to 20% local sand, based on the total aggregate weight, may be
allowed as an ingredient in all Asphaltic Concrete mixtures used for shoulder
construction unless specified otherwise.
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828.01 (Continued)
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I. When allowed, local sand shall meet the following gradation requirements:
,.,
.
GRADING REQUIREMENTS
% Passing 12.5 mm Sieve 100
% Passing 9.5 mm Sieve 90-100
% Passing 4.75 mm Sieve 80-100
% Passing 2.36 mm Sieve 60-100
% Passing 300 J-lm Sieve 12-70
% Passing 75 J-lm Sieve 2-15
The clay content of local sand shall be no more than 7%. Local sand shall also be free of clay lumps as
determined by AASHTO: T 112.
828.02 SUPERP AVE ASPHALTIC CONCRETE MIXTURES
A. Gradation Requirements:
Superpav1e utilizes the FHW A 0.45 Power gradation chart to define permissible
gradations. This chart uses' a unique graphing technique to judge the cumulative
particle size distribution of a blend. The ordinate (y axis) of the chart is. percent
'passing, ranging from zero to one hundred percent. The abscissa (x axis) is an
arithmetic scale of sieve size opening in microns raised to the 0.45 power.
Superpave: defines nominal maximum sieve size and maximum sieve sizeas follows:
Nominal Maximum Sieve Size: One standard sieve size larger than the first sieve to
retain more than ten percent (10.0%).
Maximum Sieve Size: One standard sieve size larger than the nominal maximum
SIze.
-:
The 0.45 power maximum density line is drawn from the origin to one hundred percent
(100.0%) passing the maximum sieve size. Gradation control limits are based upon the
nominal milximum size. There is also a "restricted zone," that is an area on either side
of the maximum density line generally starting at the 2.36 mm sieve and extending to
the 0.30 mm (300 J-lm) sieve. It is recommended that gradations be developed avoiding
the restricted zone. The Office of Materials and Research may approve use of mixtures
which have gradations that enter the restricted zone provided the Contractor supplies
acceptable test results of special proof-testing requiremen,ts as described in
Subsection 828.05, Rutting Susceptibility Testing.
~.- _L ._~~
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..
828.02 (Continued)
TABLE 828.02.A.1.
JOB MIX FORMULA AND DESIGN LIMITS
MIXTURE
CONTROL ASPHAL TIC 9.5 mm 12.5 mm 19mm 25 nun 37.5 nun
TOLERANCE CONCRETE Superpave Superpave Superpave Superpave Superpave
Grading
Requirements Percent Passing
:f:0 . 0 50 mm Sieve 100
:f:6.0 37.5 mm Sieve 100* 90-1 00
:f:6.0 25.0 nun Sieve 100* 90-100 15-90
:f:6.0 19.0 nun Sieve 100* 90-100
:f:6.0 12.5 mm Sieve 100* 90-1 00 23-90 19-90
:f:5.6 9.5 nun Sieve 90-100 28-90
:f:5.6 4.75 mm Sieve 32-90
:f:5.6 2.36 mm Sieve 32-67 28-58 23-49 19-45 15-41
:f:2.0 75 ~m Sieve 2-10 2-10 2-8 1-7 0-6
Recommended Restricted Zone
4.75 mm Sieve 39.5 34.7
2.36 nun Sieve 47.2 39.1 34.6 26.8-30.8 23.3-27.3
1.18 mm Sieve 31.6~37.6 25.6-31.6 22.3-28.3 18.1-24.1 15.5-21.5
600 ~m Sieve 23.5-27.5 19.1-23.1 16.7-20.7 13.6-17.6 11.7-15.7
300 ~m Sieve 18.7 15.5 13.7 11.4 10.0
* Mixture Control Tolerance not applicable to this sieve for this mix.
Note: When plotted on the 0.45 power gradation chart, the mixture target gradation shall pass
below the restr:icted zone for projects designed at Level B, C, or D as designated in the
project Plans or project General Notes, unless Rutting Susceptibility testing In
Subsection 828.05 indicates the mix is resistant to rutting.
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828.02 (Continued)
"
B.
Design Requirements:
.,
The mixture design properties shall be determined in accordance with the Superpave
mixture design system except as noted. The Superpave gyratory compaction effort
employed shall conform with Table 828.02.B.4. '
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TABLE 828.02.B.1.
SUl?ERP A VE MIXTURE DESIGN VOLUMETRIC CRITERIA
Design Parameter
Design Criteria
a. Percent of Maximum Specific Gravity (%Gmm) at the design
number of gyrations, (Nd)
b. % Gmm at the initial number of gyrations, (Ni)
c. % Gmm at the maximum number of gyrations, (Nm)
d. Percent voids in mineral aggregate (VMA) at Nd
e. Percent voids filled with asphalt (VF A) at Nd
f. Fines to effective asphalt binder ratio (F/Pbe)
. 1. Mixtures designed above or through the Restricted Zone
2. Mixtures designed below the Restricted Zone
g. Tensile strength (GDT 66)
1. Ratio
2. Stress
h. Retention of Coating (GDT 56)
96%
<89%
<98%
See Table 828.02.B.2.
See Table 828.02.B.3.
0.6-1.2
0.8-1.6
80% min.
400 kPa min.
95% min.
Maximum speCific gravity (Gmm) determined in accordance with AASHTO T 209.
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TABLE 828.02.B.2.
SUPERP AVE VOIDS IN MINERAL AGGREGATE (VMA) CRITERIA
Nominal Maximum Sieve Size (mm)
Minimum % VMA
"
375
25.0
,19.0
12.5
9.5
11
12
13
14
15
= I
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IVMA is to be determined based on effective specific gravity of the aggregate (Gse).
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1828.02 (Continued)
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TABLE 828.02.B.3.
SUPERP A VE VOIDS FILLED WITH ASPHALT (VF A) CRITERIA
RANGE
MIX DESIGN LEVEL Minimum Maximum
A 70 80
B 65 78
C 65 75
D 65 75
TABLE 828.02.B.4.
SUPERP A VE GYRATORY COMPACTOR (SGC)
COMPACTION CRITERIA
MIX DESIGN LEVEL Nini Ndes Nmax
A* 5 76 117
B 7 86 134
C 8 96 152
D 8 109 174
,
,
1* Note: This gyratory compaction level shall be used for all Superpave mixes used in shoulder
;construction and for sub-base mixture under Portland cement concrete pavement.
,
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:828.03 CONVENTIONAL FINE GRADED MIXTURES
,
JOB MIX FORMULA AND DESIGN LIMITS
r
MIXTURE
CONTROL
TOLERANiCE TYPE MIXTURE 4.75 mm
GRADING
REQUIREMENTS
:f: 0.0 % Passing 12.5 mm Sieve 100
:f: 5.6 % Passing 9.5 mm Sieve 90-100
:f: 5.7 % Passing 4.75 mm Sieve 75-95
:f: 4.6 % Passing 2.36 mm Sieve 60-65
:f: 3.8 % Passing 300 11m Sieve 20-50
:f: 2.0 % Passing 75 11m Sieve 4-12
D:E:SIGN
REQUIREMENTS
:f:O.4 Range for % AC 6.00 - 7.50
n/a Design Optimum Air Voids (%) 5-7
n/a % Aggregate Voids Filled with AC 50-80
Tensile Splitting Ratio After
n/a Freeze Thaw Cycle (GDT 66) Min. 0.8
n/a % Retention of Coating 95
(GDT 56)
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828.04 AGGREGATE GROUPS ALLOWABLE
The aggregate group or blend which may be used for each mixture will be specified with the Pay
Item description. A description of the aggregate groups and blends which may appear in the
· Proposal and Plans are defined as follows:
~ PAY ITEM DESIGNATION
EXPLANATION OF AGGREGATE GROUPS
ALLOWABLE
Group I or n
100% Group I, 100% Group II, or any blend of the groups may'
be used.
Group II only
100% Group II .only is required.
Blend I
Either 100% Group II material or a blend of Group I and
Group II aggregate is allowed. The ,Group I fraction shall not
exceed 60% by weight of the total aggregates nor contribute
more than 50% by weight of the coarse aggregate portion~
.828.05 RUTTING SUSCEPTIBILITY TESTING: The Office of Materials and Research
\ may run a rutting susceptibility test on any asphalt mixture' used in construction. Results of tests
I
;with the Asphalt Pavement Analyzer shall be provided for any mixtures designed by a Certified
,Contractor or Independent Testing Laboratory.
I
lThe rutting susceptibility test will be conducted according to GDT Test Procedure 115. Each
Imix will have 3 spedmens fabricated and tested. If the average rut depth for the 3 specimens
~exceeds 5 ffim for SMA and Superpave mixes and 7 mm for the 4.75 mm mix, that asphaltic
!concrete mixture shall not be used in the Work.
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;828.06 FATIGUE TESTING: The Office of Materials and Research may conduct a fatigue
;test on any Superpave asphalt mixture design or Superpave asphalt mixture used in construction
,to determine acceptability of the materials. The test shall be performed according to test
,procedure AASHTO TP 8-94, or other procedure approved by the Office of Materials and
,
IResearch.
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