HomeMy WebLinkAboutProjects and Contract No. PRLOP - 8530 -62
Augusta Richmond GA
DOCUMENT NAME- 'P!'Zc:Ye C 7 S ,q N D C:e '" 1" lV1C"" N l!>. P R tD P ~ '?S"" '$ 0 -<fl ~
Cd.. LJ S-) C I
DOCUMENT TYPE: eO~"-R (tCI
YEAR: ~ <1 C1 ~
BOX NUMBER: 1
FILE NUMBER: J L\ ~ '7 I
NUMBER OF PAGES:
4S-
.1
. 1
t:J-.jt, #/tj~ 9/
"
..
DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
~ArE CONSTRUCT/8/V
" AUTHORIZED
.. JUN 2 1 1999
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 : C31653-99-MOO-O
PCN
PROJECTS AND CONTRACT NO.
------------------------------
3291948CIOOOO
PRLOP-8530-62 (245) Cl
COUNTY : RICHMOND
CODE: 5AU230
1. CITY OF AUGUSTA
CITY 'cOrrrnAcrr'
..
.~
UUN 1 B 1999'
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DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
CONTRACT ID : C31653-99-MOO-0
INTERSECTION IMPROVEMENTS ON SR 56 AT OLD WAYESBORO RD IN
AUGUSTA.
----------------------------------------------------------------------
SITE
CONTRACT TIME
LIQUIDATED DAMAGES
----------------------------------------------------------------------
00
COMPLETE CONTRACT
NONE
"
DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
CONTRACT SCHEDULE
DATE
PAGE
04/16/99
3
CONTRACT ID: C31653-99-MOO-0
PROJECT(S) : 3291948C10000 PRLOP-8530-62 (245) C1
-------------------------------------------------------------------------------
LINE
NO
ITEM
DESCRIPTION
APPROX.
QUANTITY
AND UNITS
UNIT PRICE
BID AMOUNT
---------------- --------------
DOLLARS I CTS
DOLLARS ICTS
-------------------------------------------------------------------------------
SECTION 0001 ROADWAY
91,062.09
-------------------------------------------------------------------------------
163-2051 CONSTR, MAINT
0005 AND REMOVE BALED STRAW
EROSION CHECK
50.000
4.84000
242.00
LM1
-------------------------------------------------------------------------------
171-0010 TEMPORARY SILT
0010 FENCE, TYPE A
230.000
5.33000
1,225.90
LM1
-------------------------------------------------------------------------------
228-1000 GRADING-
0015 MODIFIED, INCL HAUL
0.720
10,534.84000
7,585.08
KM
-------------------------------------------------------------------------------
310-1101 GR AGGR BASE
0020 CRS, INCL MATL
1,700.000
5.29000
8,993.00
MG
-------------------------------------------------------------------------------
402-1812 RECYCLED ASPH
0025 CONC LEVELING, INCL
BITUM MATL & H LIME
300.000
22.51000
6,753.00
MG
-------------------------------------------------------------------------------
402-3112 RECYCLED ASPH
0030 CONC 9.5 MM SUPERPAVE,
GP 2 ONLY, INCL BITUM
MATL & H LIME
600.000
22.37000
13,422.00
MG
-------------------------------------------------------------------------------
402-3250 RECYCLED ASPH
0035 CONC 25 MM SUPERPAVE, GP
1 OR 2, INCL BITUM MATL MG
& H LIME
1,100.000
22.30000
24,530.00
-------------------------------------------------------------------------------
413-1000 BITUM TACK COAT
0040
3,800.000
0.13000
494.00
L
-------------------------------------------------------------------------------
441-0748 CONCRETE
. 0045 MEDIAN, 150 MM
100.000
15.78000
1,578.00
M2
-------------------------------------------------------------------------------
~
441-6022 CONC CURB &
0050 GUTTER, 150 MM X 750 MM,
TP 2 .
190.000
17.36000
3,298.40
LM1
-------------------------------------------------------------------------------
DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
CONTRACT SCHEDULE
DATE
PAGE
04/16/99
4
CONTRACT ID: C31653-99-MOO-0
PROJECT(S) : 3291948C10000 PRLOP-8530-62 (245) C1
-------------------------------------------------------------------------------
LINE
NO
ITEM
DESCRIPTION
APPROX.
QUANTITY
AND UNITS
UNIT PRICE
BID AMOUNT
---------------- --------------
DOLLARS I CTS
DOLLARS ICTS
-------------------------------------------------------------------------------
441-6720 CONC CURB &
0055 GUTTER, 150 MM X 750 MM,
TP 7 LM1
365.000
17.45000
6,369.25
-------------------------------------------------------------------------------
550-1180 STORM DRAIN
0060 PIPE, 450 MM, H 0.3 - 3 M
128.000
60.83000
7,786.24
LM1
-------------------------------------------------------------------------------
550-4218 FLARED END
0065 SECTION 450 MM, STORM
DRAIN
3.000
375.70000
1,127.10
EA
-----------------------~-------------------------------------------------------
634-1200 RIGHT OF WAY
0070 MARKER
12.000
35.90000
430.80
EA
-------------------------------------------------------------------------------
653-0110 THERMOPLASTIC
0075 PVMT MARKING, ARROW, TP 1
1.000
29.95000
29.95
EA
-------------------------------------------------------------------------------
653-0120 THERMOPLASTIC
0080 PVMT MARKING, ARROW, TP 2
14.000
30.65000
429.10
EA
-------------------------------------------------------------------------------
653-0210 THERMOPLASTIC
0085 PVMT MARKING, WORD, TP 1
4.000
46.13000
184.52
EA
-------------------------------------------------------------------------------
653-1501 THERMOPLASTIC
0090 SOLID TRAFFIC STRIPE,
125 MM, WHITE
1,130.000
0.39000
440.70
LM1
-------------------------------------------------------------------------------
653-1502 THERMOPLASTIC
0095 SOLID TRAFFIC STRIPE,
125 MM, YELLOW
1,280.000
0.37000
473.60
LM1
-------------------------------------------------------------------------------
653-1604 THERMOPLASTIC
0100 SOLID TRAFFIC STRIPE,
450 MM, WHITE
20.000
8.60000
172.00
LM1
-------------------------------------------------------------------------------
653-1704 THERMOPLASTIC
~ 0105 SOLID TRAFFIC STRIPE,
600 MM, WHITE
20.000
6.45000
129.00
LM1
~
-------------------------------------------------------------------------------
~
DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
CONTRACT SCHEDULE
DATE
PAGE
04/16/99
5
CONTRACT ID: C31653-99-MOO-0
PROJECT(S) : 3291948C10000 PRLOP-8530-62 (245) C1
-------------------------------------------------------------------------------
LINE
NO
ITEM
DESCRIPTION
APPROX.
QUANTITY
AND UNITS
UNIT PRICE
BID AMOUNT
---------------- --------------
DOLLARS I CTS
DOLLARS ICTS
-------------------------------------------------------------------------------
653-3501 THERMOPLASTIC
0110 SKIP TRAFFIC STRIPE, 125
MM, WHITE GLM1
590.000
0.18000
106.20
-------------------------------------------------------------------------------
653-3502 THERMOPLASTIC
0115 SKIP TRAFFIC STRIPE, 125
MM, YELLOW GLM1
380.000
0.18000
68.40
-------------------------------------------------------------------------------
653-6004 THERMOPLASTIC
0120 TRAF STRIPING, WHITE
125.000
1.50000
187.50
M2
-------------------------------------------------------------------------------
653-6006 THERMOPLASTIC
0125 TRAF STRIPING, YELLOW
55.000
1.53000
84.15
M2
-------------------------------------------------------------------------------
654-1001 RAISED PVMT
0130 MARKERS TP 1
20.000
2.35000
47.00
EA
-------------------------------------------------------------------------------
654-1002 RAISED PVMT
0135 MARKERS TP 2
65.000
3.37000
219.05
EA
-------------------------------------------------------------------------------
654-1003 RAISED PVMT
0140 MARKERS TP 3
30.000
2.16000
64.80
EA
-------------------------------------------------------------------------------
656-0005 REMOVE EXIST
0145 SOLID TRAF STRIPE, 125
MM, PAINT
100.000
0.30000
30.00
LM1
-------------------------------------------------------------------------------
668-1100 CATCH BASIN,
0150 GP 1
2.000
870.19000
1,740.38
EA
-------------------------------------------------------------------------------
668-2100 DROP INLET, GP
0155 1
2.000
1,082.30000
2,164.60
EA
706-1003 TURF
~ 0160 ESTABLISHMENT, TP C
-------------------------------------------------------------------------------
0.620
1,058.66000
656.37
HA
-------------------------------------------------------------------------------
ITOTAL BID
91,062.09
===============================================================================
.;
THI~ AGREEMENT MADE AND ENTERED INTO THIS THE ~DAY OF
~ 19~ BY AND BETWEEN THE DEPARTMENT OF TRANSPORTATION
PART THE FIRST PART (HEREINAFTER CALLED THE DEPARTMENT) AND THE
CITY COUNCIL OF THE CITY OF~--AUGUSTA
(HEREINAFTER CALLED THE CITY) WHO HAVE BEEN DULY AUTHORIZED TO
EXECUTE THIS AGREEMENT:
WITNESSETH:
WHEREAS, THE DEPARTMENT AND THE CITY DESIRE THE IMPROVEMENT AND
CONSTRUCTION OF A CERTAIN FACILITY AND THE CITY DESIRES AND AGREES
TO FURNISH AND DELIVER ALL THE MATERIAL AND TO DO AND PERFORM ALL
THE WORK AND LABOR FOR SAID PURPOSE. THE PROJECT BEING MORE
PARTICULARLY DESCRIBED HEREIN.
NOW THEREFORE IN CONSIDERATION OF THE PREMISES, THE MUTUAL COVENANTS
HEREIN CONTAINED AND THE SUM OF ONE DOLLAR ($1.00) BY EACH OF THE
PARTIES TO THE OTHER IN HAND PAID, THE RECEIPT WHEREOF IS HEREBY
ACKNOWLEDGED, THE PARTIES HERETO AGREE AS FOLLOWS:
(1) THE WORK AND MATERIALS SHALL BE IN STRICT AND ENTIRE CONFORMITY
WITH THE PROVISIONS OF THIS CONTRACT AND THE PLANS AND SPECIFICATIONS
PREPARED (OR APPROVED) BY THE CHIEF ENGINEER OR HIS
AUTHORIZED REPRESENTATIVE THE ORIGINALS OF WHICH ARE ON FILE IN THE
OFFICE OF CHIEF ENGINEER AND WHICH SAID PLANS AND
SPECIFICATIONS ARE HEREBY MADE PART OF THIS AGREEMENT AS FULLY AND
TO THE SAME EFFECT AS IF THE SAME HAD BEEN SET FORTH AT LENGTH IN THE
BODY OF THIS AGREEMENT. THIS CONTRACT WILL BE EXECUTED AND CONSTRUCTED
IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS, 1995 METRIC EDITION,
AND SPECIAL PROVISIONS INCLUDED IN AND MADE A PART OF THIS CONTRACT.
(2) IT IS UNDERSTOOD THAT MATERIAL PITS ARE TO BE FURNISHED BY THE
CITY AT NO COST TO THE DEPARTMENT OF TRANSPORTATION.
(3) IT IS UNDERSTOOD THAT THE DEPARTMENT OF TRANSPORTATION WILL NOT
PARTICIPATE IN THE COST OF ANY UTILITY FACILITY REMOVAL AND RELOCATIONS
NECESSARY IN CONNECTION WITH CONSTRUCTION OF THIS PROJECT, UNLESS
OTHERWISE SPECIFIED IN THE CONTRACT. THE (COUNTY/CITY) SHALL BE
RESPONSIBLE FOR HANDLING THE ARRANGEMENTS WITH THE UTILITY OWNERS
FOR ANY REMOVAL AND RELOCATIONS NECESSARY. THE (COUNTY/CITY) SHALL
GIVE THE UTILITY OWNERS AMPLE NOTICE, OF THE IMPENDING CONSTRUCTION,
TO ALLOW TIME FOR ENGINEERING AND MATERIAL ORDERS REQUIRED FOR ANY
REMOVAL AND RELOCATIONS NECESSARY. ALSO, THE (COUNTY/CITY) AGREES TO
CLEAR RIGHTS-OF-WAY OBSTRUCTIONS WITHOUT EXPENSE TO THE DEPARTMENT
OF TRANSPORTATION. FOR PURPOSE OF APPLYING PROVISIONS OF THIS
PARAGRAPH, RAILROADS ARE CONSIDERED UNTILITIES. IN ADDITION TO THE
FOREGOING, THE (COUNTY/CITY) SHALL OBTAIN APPROVAL OF PLANS AND
ACQUIRE EASEMENTS OR OTHER PROPERTY RIGHTS FROM THE RAILROAD FOR
CONSTRUCTION WITHIN RAILROAD PROPERTY/RIGHT OF WAY AND SHALL PROVIDE
FOR THE PROTECTION OF RAILROAD INTERESTS, INCLUDING FLAGGING
AND INSPECTION, AS MAY BE REQUIRED BY THE RAILROAD.
(4) IT IS UNDERSTOOD THAT THE QUANTITIES SHOWN ARE APPROXIMATE
ONLY AND SUBJECT EITHER TO INCREASE OR DECREASE AND ANY INCREASES OR
DECREASES ARE TO BE PAID FOR AT THE CONTRACT UNIT PRICE GIVEN .
(5) THE WORK SHALL BEGIN WITHIN TEN DAYS AFTER NOTIFICATION TO BEGIN
WORK BY THE CHIEF ENGINEER TO THE CITY AND SHALL BE CARRIED
THROUGH TO COMPLETION WITHOUT UNREASONABLE DELAY AND WITHOUT SUSPENSION
OF WORK UNLESS AUTHORIZED IN WRITING BY THE CHIEF ENGINEER.
IF THERE ARE UNREASONABLE DELAYS OR UNAUTHORIZED SUSPENSIONS OF WORK",
THE DEPARTMENT RESERVES THE RIGHT TO CHARGE THE CITY, NOT AS A
PENALTY BUT AS LIQUIDATED DAMAGES, THE COST TO THE DEPARTMENT OF
~
MAINTAINING ITS ENGINEERING AND l.N::i,t>.t;C'l'J.U.l\I .t'UI'U...L UJ.~ .1Iu:. vvvn.n vn J.V ~n....u....
THIS CONTRACT AND COMPLETE THE WORK BY CONTRACT OR OTHERWISE.
(6) THE WORK SHALL BE DONE IN ACCORDANCE WITH THE LAWS OF THE STATE OF
GEORGIA UNDER THE DIRECT SUPERVISION AND TO THE ENTIRE SATISFACTION OF
THE DEPARTMENT OF TRANSPORTATION. THE DECISION OF THE CHIEF
ENGINEER UPON ANY QUESTION CONNECTED WITH THE EXECUTION OR FULFILLMENT
OF THIS AGREEMENT AND INTERPRETATION OF THE SPECIFICATIONS OR UPON ANY
FAILURE OR DELAY IN THE PROSECUTION OF THE WORK BY THE CITY SHALL BE
FINAL AND CONCLUSIVE.
(7) THE CITY AGREES TO PERFORM ALL EXTRA WORK THAT MAY BE REQUIRED
OF THEM ON THE BASIS OF ACTUAL COST.
(8) THE FINANCING OF THIS PROJECT SHALL BE AS FOLLOWS:
PAYMENTS WILL BE MADE ON MONTHLY STATEMENTS AS THE WORK PROGRESSES.
DRUG-FREE WORKPLACE CERTIFICATION
---------------------------------
THE UNDERSIGNED CERTIFIES THAT THE PROVISIONS OF CODE SECTIONS 50-24-1
THROUGH 50-24-6 OF THE OFFICIAL CODE OF GEORGIA ANNOTATED, RELATING TO
THE 'DRUG_FREE WORKPLACE ACT', HAVE BEEN COMPLIED WITH IN FULL. THE
UNDERSIGNED FURTHER CERTIFIES THAT:
(1) A DRUG-FREE WORKPLACE WILL BE PROVIDED FOR THE CONTRACTOR'S
EMPLOYEES DURING THE PERFORMANCE OF THE CONTRACT; AND
(2) EACH CONTRACTOR WHO HIRES A SUBCONTRACTOR TO WORK IN A DRUG-FREE
WORKPLACE SHALL SECURE FROM THAT SUBCONTRACTOR THE FOLLOWING WRITTEN
CERTIFICATION: 'AS PART OF THE SUBCONTRACTING AGREEMENT WITH
(CONTRACTOR'S NAME) , (SUBCONTRACTOR'S NAME)
-------------------------------------------------------
CERTIFIES TO THE CONTRACTOR THAT A DRUG-FREE WORKPLACE WILL BE PROVIDED
FOR THE SUBCONTRACTOR'S EMPLOYEES DURING THE PERFORMANCE OF THIS
CONTRACT PURSUANT TO PARAGRAPH (7) OF SUBSECTION (B) OF CODE SECTION
50-24-3. '
ALSO THE UNDERSIGNED FURTHER CERTIFIES THAT HE WILL NOT ENGAGE IN THE
UNLAWFUL MANUFACTURE, SALE, DISTRIBUTION, DISPENSATION, POSSESSION, OR
USE OF A CONTROLLED SUBSTANCE OR MARIJUANA DURING THE PERFORMANCE OF
THE CONTRACT.
-------------------------------------------------------------------
~
IN WITNESS WHEREOF THE DEPARTMENT OF TRANSPORTATION HAS CAUSED THESE
PRESENTS TO BE EXECUTED BY THE COMMISSIONER OF SAID DEPARTMENT, WHO
HAS BEEN DULY AUTHORIZED, AND BY THE MAYOR FOR THE CITY,
w WHO HAS BEEN DULY AUTHORIZED BY THE CITY COUNCIL OF SAID CITY,
WHO HAVE HERETO SET THEIR HAND THIS DAY AND YEAR AS SHOWN
BELOW.
***********************************~****
FED ID NO. / IRS NO. 5 g' - ;;<.;;) d(/ :J- :7-.
*****************************************
EXECUTED ON BEHALF OF THE
DEPARTMENT OF TRANSPORTATION
THIS
N BEHALF OF THE CITY
BY:
ti{/MJf
~~~ ~-~,~
, '
WIJI'lES;, FOR CITY:
~C}~
THIS CONTRACT APPROVED BY THE
CITY COUNCIL AT A
ME,~ING HELD AT
(111!1 rr d't ~ 731/ Il-"J rYC?
TH.fi T~~1f!JAY OF ~ 19~
ffiMI tf~~ I!l!J!!!J
~ \~,\C\C\C\
WITNESS FOR THE DEPARTMENT
OF TRANSPORTATION:
DATE:
~
;
DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
DATE: 04/14/99
PAGE: 1
SPECIAL PROVISIONS
CONTRACT ID : C31653-99-MOO-0
INTERSECTION IMPROVEMENTS ON SR 56 AT OLD WAYESBORO RD IN
AUGUSTA.
S.P. CODE
-------------------------------------------------------------------------------
SPECIAL PROVISIONS DESCRIPTION
-------------------------------------------------------------------------------
106-1-95-SP
107-1-95-SP
108-1-95-SP
l09-1-95-SP
152-1-95-SP
161-2-95-SP
400-2-95-SP
402-1-95-SP
820-1-95-SP
828-1-95-SP
A98-0-00-SP
A99-0-00-
CONTROL OF MATERIALS
LEGAL REGULATIONS (ENVIRONMENTAL)COUNTY/CITY CONTRACTS
WAIVE PROGRESS SCHEDULE
PARTIAL PAYMENT (CITY/COUNTY CONTRACTS)
FIELD LABORATORY BUILDING
SOIL EROSION & SEDIMENTATION (COUNTY/CITY CONTRACTS)
ASPHALTIC CONCRETE (COUNTY CONTRACTS)
RECYCLED ASPHALTIC CONCRETE (COUNTY CONTRACTS)
ASPHALT CEMENT ~
~~~o/~':~Eii~~ (m~~-t,edl~~ cl;~ \Jc.~J L
May 21, 1998
DEPARTl\1ENT OF TRANSPORT A TION
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 Contractor 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.
At the discretion of the Department, the Contractor's quality control tests may be used as acceptance 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 correctness of the Contractor's quality control
tests and determine acceptability of materials and construction. The Contractor shall be responsible for
the quality of the construction and materials incorporated therein.
Materials and Research
~
Revision: May I, 1994
STATE OF GEORGIA
DEPARTMENT OF TRANSPROTATION
SPECIAL PROVISION
SECTION 107 - LEGAL REGULATIONS AND RESPONSffiILITY TO THE PUBLIC
DELETE SUB-SECTION 107.23 AS WRITTEN AND SUBSTITUTE THE FOLLOWING:
107.23 ENVIRONMENTAL CONSIDERATIONS: All environmental considerations
and clearances shall be the responsibility of the County or municipality to meet,
including the requirements of Section 404 of the Clean Water Act (33 USC 1344).
After Ju1y 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 which
Federal funding is sought, and NEPA compliance is accomplished, are exempt from the
requirements of GEP A.
GEP A requires that environmental documentation be accomplished for County or City
projects if more than 50 percent of the total project cost is funded by a grant of a State
Agency or a grant of more than $250,000.00 is made by the State Agency to the
municipality or County. The "responsible official of the government agency shall
detennine if a proposed governmental action is a proposed governmental action which
may significantly adversely affect the quality of the environment".
A. THE FOLLOWING PROJECTS WOULD NOT SIGNIFICANTLY ADVERSELY AFFECT
THE QUALITY OF THE ENVIRONMENT:
Non-land disturbing activities and minor land disturbing activities which wou1d not be
anticipated to significantly adversely affect the quality of the environment include the
following list. These types of projects funded with state money would not be subject to
environmental assessment of any kind. Hearing procedures outline in GEP A wou1d not
be applicable.
1. Minor roadway and non-historic bridge projects.
a. Modernization of an existing highway by resurfacing, restoration, rehabilitation, adding
shou1ders, widening a single lane or less in each direction and the addition of a median
within previously disturbed existing right-of-way.
1
b. Adding auxiliary lanes for localized purposes (weaving, climbing, speed changes, etc.), and
correcting substandard curves and intersections within previously disturbed existing right-
of-way.
c. Non-historic bridge replacement projects in existing alignment with no detour bridge.
2. Lighting, signing, pavement marking, signalization, freeway surveillance and control systems,
and railroad protective devices.
3. Safety projects such as grooving, glared screen, safety barriers, energy attenuators, median
barriers, etc.
4. Highway landscaping and landscaping modification, rest area projects and truck weigh
stations within previously disturbed existing right-of-way.
5. Construction of bus shelters and bays within existing right-of-way.
6. Temporary replacement of a highway facility which is commenced immediately after the
occurrence of a natural disaster or catastrophic failure to restore the highway for the health,
welfare, and safety of the public.
B. THE FOLLOWING PROJECTS MAY NOT SIGNIFICANTLY ADVERSELY AFFECT
THE QUALITY OF THE ENVIRONMENT:
For projects which will cause land disturbance and for which there is no anticipation that
the project may significantly adversely affect the quality of the environment, certain
studies will be undertaken. These studies would serve to document whether or not the
County or municipality should anticipate that a project might significantly adversely
affect the quality of the environment. Documentation of the studies will be
accomplished through the use of the "GEP A Investigation Studies" checklist.
The types of projects, which would fall under the category, would include:
1. Bridge replacement projects on new location of with a detour bridge, where there are no
significant adverse impacts to historic or archaeological resources, no involvement with
Federally listed threatened and endangered species and no significant adverse impact to
wetlands.
2. Passing lanes, median additions and widening projects, where there are no significant adverse
impacts to historic or archaeological resources, no involvement with Federally listed
threatened and endangered species and no significant adverse impact to wetlands.
3. Safety and intersection improvements where there are no significant adverse impacts to
historic or archaeological resources, no involvement with Federally listed threatened and
endangered species and no significant adverse impact to wetlands.
~
4. Rest area projects and truck weigh stations with no purchase of additional right-of-way.
2
5. New location projects where there are no significant adverse impacts to historic or
archaeological resources, no involvement with Federally listed threatened and endangered
species and no significant adverse impact to wetlands.
If studies demonstrate that the project will not significantly adversely affect the quality of the
environment, project flIes will be documented. If studies demonstrate that the project may
significantly adversely affect the quality of the environment, development of an
environmental effects report (EER) will be undertaken along with full GEP A compliance.
C. THE FOLLOWING PROJECTS MAY SIGNIFICANTLY ADVERSELY AFFECT THE
QUALITY OF THE ENVIROMENT:
This category of project may include major widening and new location projects. If such
projects result in a significant adverse effect, an EER shall be prepared.
D. EER PROCEDURE:
.GEPA calls for consideration of the "cumulative effect of the proposed government
actions on the environment.. . . . .if a series of proposed government actions are related
either geographically or as logical parts in a chain of contemplated actions". Therefore,
EER's for sections of roadways to be widened or built as new location facilities will
include all projects which are connected geographically or as logical parts in a chain of
contemplated actions.
1. During preparation of an environmental effect report, the County or Municipality will consult
with and solicit comments from agencies which have jurisdiction by law, special expertise, or
other interest with respect to environmental impacts.
2. In compliance with GEP A 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;
3
i:
1. Comments of agencies which have jurisdiction by law, special expertise, or other
interest with respect to any environmental impact or resource;
3. At least 45 days prior to making a decision as to whether to proceed with the undertaking,
publish in the "legal organ of each County in which the proposed governmental action or any
part thereof is to occur, notice that an environmental effects report has been prepared".
4. The County or Municipality shall send a copy of the EER and all other comments to the
Director, EPD.
5. The County or municipality shall make the document available to the public and agencies,
upon request.
6. A public hearing will be held in each affected county if at least 100 residents of the State of
Georgia request one within 30 days of publication in the legal organ of an affected County.
The responsible official or his designee my hold a public hearing if less than 100 requests are .
received. [The county or municipality is not relieved of other State legal requirements of
public hearings, however.]
7. Following the public notice period and/or public hearing, a summary of the document,
comments received and recommendation as to whether to proceed with the action as originally
prepared, to proceed with changes, or not to proceed will be prepared (Notice of Decision).
8. This decision document, when signed by the responsible official, will be sent to the Director,
EPD, and an abbreviated notice of the decision will be published in the legal organ of each
County in which the proposed governmental action or any part thereof is to occur.
9. A copy of the decision document, the EER and public hearing comments (if any) will be sent
to the DEPARTMENT OF TRANSPORTATION, OFFICE OF ENVIRONMENT AND
LOCATION and the DEPARTMENT OF NATURAL RESOURCES, ENVIRONMENTAL
PROTECTION DNISION for their files.
DEPARTMENT OF TRANSPORTATION
OFFICE OF ENVIRONMENT AND LOCATION
3993 A VIA TION CIRCLE
A TLANT A, GEORGIA 30336
DEPARTMENT OF NATURAL RESOURCES
ENVIRONMENTAL PROTECTION DIVISION
205 BUTLER STREET, SE
SUITE 1152
A TLANT A, GEORGIA 30334
Any mitigation measures identified in the EER will be incorporated into the final project
plans.
Office of State Aid
4
DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
SPECIAL PROVISION
FIRST USE 1995 SPECIFICATIONS
JULY 1, 1995
Section 108 - Prosecution and Progress
For this project the progress schedule required by Subsection 108.03, need not be
submitted.
August 7, 1995
DEPARTMENT OF TRANSPORTATION
STATEOFGEORIA
SUPPLEMENTAL SPECIFICATION
SECTION 109 - MEASUREMENT & PAYMENT (CITY/COUNTY CONTRACTS)
109.07 PARTIAL PAYMENTS: Retain as written except as follows:
A. GENERAL: Delete "At the end of each calendar month" --------and substitute "On the 10th
day of each calendar month----".
Office of State Aid
May 21, 1998
DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
SPECIAL PROVISION
SECTION 152 - FIELD LABORATORY BUILDING
152.03 Plant Laboratory Building: Delete Items 3, 4, and 5 and substitute the following:
ITEM 3: 1 Each - Computer, IBM or IBM Compatible
540 Megabyte Hard Disk Drive (Minimum)
90 mm 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 4: 1 Each - Printer (Desk Jet HP Letter quality printer)
Materials and Research
DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
SPECIAL PROVISION
FIRST USE 1995 SPECIFICATIONS
JULY 1, 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.
March 4, 1999
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 J. and substitute the following:
H. Bituminous Tack Coat:
Asphalt Cement Grade PG 58-22,PG 64-22, PG 67-22
820.01
400.0S.C.4: LEVELING COURSE: Delete second paragraph and substitute the following:
Mixtures for leveling courses shall meet the requirements of the approved Job Mix Formula as defined in
Subsection 400.06 and all appropriate requirements of Section 828 and will be subject to Acceptance as
stated in Subsection 400.07.A.
TABLE 400.0S.C.4.a PATCHING AND LEVELING: Delete and substitute the following:
Thickness
Up to 20 nun
Rate of Spread
Up to 46 kg/m 2
Type of Mix
4.75 mm mix,
or 9.5 nun Superpave (Level A)
9.5 mm Superpave (Level A)
12.5 mm Superpave*
19 mm Superpave*
25 nun Superpave
20 nun to 40 nun
40 nun to 50 nun
50 nun to 75 mm
Over 75 nun
46 kg/m 2 to 90 kg/m 2
90 kg/m 2 to 120 kg/m 2
120 kg/m 2 to 180 kg/m 2
Over 180 kg/m 2
* These mixtures may be used for isolated patches no more than 6 inches deep and
no more than 4 feet in diameter or length.
TABLE 400.0S.D.l THICKNESS OF LAYERS: Delete and substitute the following:
Minimum Maximum
Layer Layer
Mix Tvpe Thickness Thickness
25 nun Superpave 75 mm 125 nun*
19 nun Superpave 44 mm 75 nun*
12.5 nun Superpave 35 mm 62 nun* 200 nun
9.5 nun Superpave (Level A) 19 mm (43 kg/m2) 40 nun 75 mm
9.5 nun Superpave (Level B, C, or D) 22 mm (46 kg/m2) 44 nun 100 nun
4.75 nun Mix 19 mm (43 kg/m2) 30 mm 50 nun
* On trench widening, which is defined as widening no more than 1.2 meters in width,
allow up to 150nun per lift.
Maximum
Total
Thickness
400.05.D.3. ROLLING OPERATION: Delete the last sentence and add the following:
Pneumatic-Tired rollers shall be used in conjunction with breakdown rollers on all surface and subsurface
courses except that pneumatiC-tired rollers may be excluded at the discretion of the Engineer when
polymer modified asphalt is used in the Asphaltic Concrete mixtures or when there is excessive "pickup"
or tracking from the tires.
400.05.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 iriunediately behind the paver screed cools to less than 1200 C.
400.05.F. CONSTRUCTION OF CONTROL STRIPS AND DETERMINA TION 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 70 kglm2 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 9 Mg or vibratory roller operating at a low
amplitude and at a minimum frequency of 47 Hz.
b. One rubber tire roller weighing at least 7 Mg or exerting at least 550 kPa contact pressure.
c. One steel wheel finishing roller weighing at least 7 Mg 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 REQillRING CONTROL STRIPS: Delete this Subsection.
400.06.A.8. Delete and substitute the following:
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 concrete mix
designs. A period of two weeks from the date batched materials are received shall be allowed for mix
design verification by the Office of Materials and Research.
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 ACCREDIT A TION OF MATERIALS SAMPLING AND TESTING OF
ASPHALTIC CONCRETE: Asphaltic Concrete Mixture shall be randomly sampled and tested by the
Contractor or Contractor's Representative. In addition, these tests results may be used for Acceptance on
a Lot basis. 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 megagrams of Asphaltic Concrete produced and placed each
production day; however, if this production is less than 500 megagrams, or its square meter 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 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, II 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 Operationss Supervisor at all times. The Contractor 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
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 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.
Technician certification shall be valid for a period of 3 years from the date established on the
Technician's Certificate unless revoked or suspended. Technicians may become recertified
through special training and testing provided by the Office of Materials and Research. The
technician may become recertified up to 6 months before the expiration date of the current
certification.
3. QUALITY CONTROL MANAGEMENT: The Contractor shall designate at least one
LeveI2-QCT as manager of the quality control operations within the Contractor's organization.
The Quality Control Manager shall be accountable for actions of other Level 2-QCT and/or
Level 1-QCT personnel. The Quality Control Manager shall verify that all applicable test
procedures and Standard Operating Procedures are adhered to and that all reports, charts, and
other documentation are completed as required. Quality Control Managers who do not insure that
specification requirements, sampling and testing frequencies and requirements, and Standard
Operating Procedures are adhered to may have their certification withdrawn. 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 when
daily total weight for all mix types is to be greater than 250 megagrams. If daily production for
all mix types of the plant is 250 megagrams 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 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.
4. 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 megagrams. A copy of the computer generated random sampling
data shall be maintained as a part of the project records. The Contractor's QCT shall perform
all Sampling and Inspection duties in accordance with GSP-21. 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.
The extracted aggregate shall be properly labeled, stored in a suitable container and secured in a
protected environment. If these samples are not procured by the Department within three working
days, they may be discarded. If the ignition oven is used, a printout of sample weights shall
become a part of the project records.
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 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 Acceptance test results are 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.
If the Contractor QCT obtains 2 consecutive Acceptance samples out of the Mixture Control
Tolerances specified in Section 828, production will stop Immediately. Mixture already in
storage which deviates no more than 10% in. gradation and no more than 0.7% in asphalt
cement content from the Job Mix Formula may be transported to and placed on the project
subject to visual inspection and density and smoothness requirements. Any mixture remaining
in surge bins or silos shall be rejected and disposed of at the 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 quality control of the
mixture has been restored by meeting Mixture Control Tolerances. Any mixture produced at
initial restarting that does not meet Mixture Control tolerances shall be rejected.
The QCT shall measure the temperature of the mixture and record the results on the load ticket
each time a sample is taken. The respective load ticket shall also be signed by the QCT for each
load from which a sample or temperature check 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 upon
request.
5. COMPARATIVE AND QUALITY ASSURANCE PROGRAM: Periodic comparative testing
will be required of each QCT and will be coordinated by the Department to monitor
consistency of equipment and test procedures. In addition, the Department will take
independent samples to monitor the Contractor's Quality Control Program. For clarification,
Department samples taken from opposite quarters of material sampled by the Contractor are
defined as Comparison Samples. Other independent samples which are taken by the
Department from material produced during the same Lot are defined as Quality Assurance
samples. This Program is further defined as follows:
a. Comparison Sampling and Testing: During the quartering process of Hot Mix samples, the
opposite quarters from the test specimen shall be labeled by the QCT and retained for
Department comparison testing. In addition, the remaining material removed from the total
sample shall be labeled and retained for possible Referee testing. These samples shall be
stored 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
12.5 nun
9.5 mm
4.75 nun
2.36 nun
75 J..lm
A.c.
SURFACE
3.5%
3.5%
2.5%
2.0%
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 Contractor's tests can be used as the acceptance tests for the
affected Lot. If test results are not within these tolerances, the corresponding Referee
Samples shall be tested by another Departmental Technician and compared to the tolerance
for Comparison Samples as given above. If test Results of Referee Samples, when
compared to the respective QCT's sample, are within these tolerances, the Contractor's
tests can be used as Acceptance Tests for the effected Lot. If tests results are not within
these tolerances, 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 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, 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, effective action will be cause for the Engineer to
discontinue acceptance of the mix. If the Engineer detennines 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 is detennined by the Department that the QCT has not followed procedures specified in
GSP-2l 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 recertification 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.
6. GRADATION AND ASPHALT CEMENT CONTENT: Quality Acceptance of the mixture
will be based upon the mean of the deviations from the Job Mix Formula of the specified
number of test results per Lot. This mean will be determined by averaging the actual numeric
value of the iDdividual deviations from the Job Mix Formula, disregarding whether the
deviations are positive or negative amounts. The samples shall be taken randomly in
accordance with GDT -73. In the event that the designated random load is not sampled, or less
than the specified number of samples are taken, the Contractor shall take at least two
representative 150 nun cores from the roadway (to assure adequate sample size). These cores
shall be taken from the area where the appropriate random load was placed, or for each portion
of mix that was not sampled, and acceptance will be based on the mean of the deviations from
the Job Mix Formula of the total number of tests run.
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. 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.
The control sieves used in the Quality Acceptance for the various types of mix are as indicated
below:
TABLE 400.07.A
MIX TYPE
MIXTURE CONTROL
25 nun Superpave
12.5 mm, 2.36 mm Sieves and Asphalt Cement
19 nun Superpave,
12.5 nun Superpave,
9.5 nun, 2.36 mm Sieves and Asphalt Cement
9.5 nun Superpave,
4.75 nun, 2.36 nun Sieves and Asphalt Cement
4.75 nun Mix
2.36 mm Sieve and Asphalt Cement
400.07B.: COMPACTION: Delete this Subsection and substitute the following:
The compaction of the mixture as determined by either GDT-39, or GDT-59, will be accepted in Lots as
defined in Subsection 400.07.A. and shall be within the same Lot boundaries as the mixture acceptance.
The mean density of the pavement placed within each Lot will be calculated by averaging the results of tests
run on randomly selected sites in that Lot. The random sites shall be selected using GDT-73.
400.07.C.: SURFACE TOLERANCE: Delete this Subsection and substitute the following:
All paving shall be subject to visual and straightedge inspection during construction operations and thereafter
prior to final acceptance. A 3 meter 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 5 mm in 3 meters 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 pennitted to recur and the paving
operation shall be stopped unless appropriate steps are taken by the contractor to correct the problem.
400.07.D.: MATERIALS PRODUCED AND PLACED DURING ADJUSTMENT PERIOD: Delete
this Subsection.
400.07.F REEV ALUA TION OF LOTS: Add the following to the first paragraph:
Re-evaluation of Lots and acceptance will be based on Department evaluations. All costs of these
evaluations shall be at the Contractor's expense.
Materials and Research
March 4, 1999
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 the RAP
shall be considered when determining the local sand portion allowed in the total mix as specified in
Section 828.
Where Pay Items specify that Group II only aggregate is to be used, RAP which consists primarily of
Group II aggregate, but contains some Group I aggregate, shall be limited such that the Group I aggregate
makes up no more than 5% of the total aggregate portion of the mix. When a Blend I mix is specified, any
Group I aggregate in the RAP shall be considered when determining the Group I portion allowed in the
total mix as specified in Section 828. The percentage of local sand, alluvial gravel, and Group I aggregate
in the RAP will be determined through petrographic analysis or available records.
402.02.C. RECYCLED MIXTURE: Delete and substitute the following:
The recycled mixture shall be a homogeneous mixture of RAP material, virgin aggregate and neat asphalt
cement. Further, the mixture shall be appropriately treated with an approved anti-stripping agent, either a heat
stable anti-stripping additive or hydrated lime. The agent chosen shall be at the Contractor's discretion except
where noted in the Pay Item Designation.
The mixture shall conform to an approved mixture design meeting the requirements outlined in Section 828.
Where hydrated lime is used, it shall be added at a rate of 1.0 percent of the virgin aggregate portion plus 0.5
percent of the aggregate in the RAP portion of the mixture. Where heat stable anti-strip additive is used, it
shall be added at a rate of 0.5 percent of the neat asphalt cement added to the mixture.
402.05 PAYMENT: Add the following:
Item No. 402 Recycled Asphaltic Concrete Leveling, Group-Blend,
Including Bituminous Material.................. ............................ ................. per Megagram
Item No. 402 Recycled Asphaltic Concrete, ~ Mix, Group-Blend,
Including Bituminous Material... ............................... ............ ................. per Megagram
Item No. 402 Recycled Asphaltic Concrete, Im Mix, Group-Blend,
Including Bituminous Material and Hydrated Lime... .................... ................. per Megagram
Item No. 402 Recycled Asphaltic Concrete,~, Superpave, Group-Blend,
Including Bituminous Material .................................................... ....... per Megagram
Item No. 402 Recycled Asphaltic Concrete,~, Superpave, Group-Blend,
Including Bituminous Material and Hydrated Lime....................... ....... per Megagram
Item No. 402 Recycled Asphaltic Concrete,~, Superpave, Group-Blend,
Including Polymer-Modified Bituminous Material
and Hydrated Lime ........................................................... ........................ per Megagram
Item No. 402 _ nun Recycled Asphaltic Concrete, ~ Mix,
Group-Blend, Including Bituminous Material.. ........................... .......... per Square Meter
Item No. 402 _ nun Recycled Asphaltic Concrete,~, Superpave,
Group-Blend, Including Bituminous Material... ......................... ............ per Square Meter
Item No. 402 _ nun Recycled Asphaltic Concrete, ~ Mix,
Group-Blend, Including Bituminous Material
and Hydrated Lime....... ............................................................... ........... per Square Meter
Item No. 402 _ nun Recycled Asphaltic Concrete,~, Superpave,
Group~B]end, Including Bituminous Material
and Hydrated Lime....... .................................................................. .......... per Square Meter
Item No. 402 _ nun Recycled Asphaltic Concrete. ~, Superpave,
Group-Blend, Including Polymer-Modified Bituminous Material
and Hydrated Lime ................................................................................ ...... per Square Meter
Materials and Research
May 21, 1998
DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
SPECIAL PROVISION
SECTION 820 - ASPHALT CEMENT
Delete and substitute the following:
820.01 SUPERP 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 and shall not foam when heated to 1750 C. Blending of asphalt cements to produce a specified
perlormance 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
perlormance grade (PG). PG 58-22 may be used as Bituminous Tack Coat or in Bituminous Surlace
Treatment. Only Styrene-Butadiene-Styrene (SBS) or Styrene-Butadiene (SB) shall be added to the neat
asphalt cement, if needed, to produce a binder that complies with the following requirements for PG 76-
22.
1. Test Requirements
ORIGINAL
TEST AND METHOD TEST TEMPERATURE BINDER RESIDUE OF BINDER AFTER:
PG PG PG PG Rolling Thin-Film Pressure Aging
58-22 64-22 67-22 76-22 Oven AASHTO: TP5 AASHTO: PP-I
Flash Point,
AASHTO: T -48 Min. 2300 C
Viscosity (a), 3Pa-S
AASHTO: TP-48 Max. 1350 C (3000CP)
Mass Loss (%), Max.
AASHTO: T-240 (b) 0.5
Dynamic Shear, 580 C 640 C 670 C ~ ~ 1.0 kPa ~ 2.2 kPa
G*/sino, AASHTO: Phase ~ 75 deg.
TP5. 10 RadlSec Angle
Dissipated Energy,
Dynamic Shear, 250C ~ 5000 kPa
G*sino, AASHTO:
TP5, 10 RadlSec
Creep Stiffness (c), S ~ 300,000 kPa
60 sec. AASHTO TPl - 120 C m > 0.300
Direct Tension, 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 stiffness is below 300,000 kPa, the direct tension test is not required. If the
creep stiffness is ~ 300,000 kPa, the Direct Tension Failure Strain value shall be reported.
The m-value requirement shall be satisfied in either case.
If modification is required, the composite materials shall be thoroughly blended at the supply
facility prior to being loaded into the transport vehicle. All blending procedures, formulation, and
operations shall be approved by the Office of Materials and Research.
2. Certification: Certified test results of laboratory blends for proposed PG asphalts shall be
provided by a certified laboratory, approved by the Office of Materials and Research, for each
specification characteristic of the asphalt cement proposed for shipment. The certified results
shall be provided to the State Materials and Research Engineer in compliance with Standard
Operating Procedure (SOP)-4.
In the event there is reason to suspect a sample will be outside specification limits, the State
Materials and Research Engineer may interrupt the production until test results are known.
Materials and Research
February 16, 1999
DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
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 producing and constructing one or
more courses of hot mix asphalt pavement. Superpave mixes shall be designed in accordance with the
Superpave System for Volumetric Design (AASHTO TP4 and AASHTO PP2) to meet test properties as
shown unless otherwise stated herein.
All mixtures are designated based on the Nominal Maximum Sieve Size as defined in Subsection 828.02
and shall conform to the following unless otherwise stated herein:
A. The Contract Pay Item will specify the aggregate group, or blend, where applicable. See
Subsection 828.04 for explanation of aggregate groups and blends.
B. The percent finer than 75~m will be determined in accordance with GDT-2, Alternate A or B.
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 IT aggregate or a blend of both may be used for patching or leveling. Mixes for
patching and leveling are listed in Subsections 828.04 and 828.05.
E. Hydrated lime shall be included in all paving courses where noted. The lime shall be added at a
minimum rate of one percent of the total dry aggregate weight. In recycled mixtures, lime shall
be added at a minimum rate of one percent of the virgin aggregate portion plus a minimum of 0.5
percent of the aggregate in the Reclaimed Asphalt Pavement (RAP) portion of the mixture.
Additional lime, as well as an approved heat stable anti-stripping additive, which meets
requirements of Subsection 831.04, may be required in any particular mixture when necessary for
satisfaction of governing Specification requirements. No additional payment will be made by the
Department for any such required additional materials.
828.01 (Continued)
F. On projects designated at Mix Design Level A, as designated in the project Plans or project
General Notes, the Asphalt Cement (AC) used in all mixtures may, at the 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 mixtures shall meet
requirements of Subsection 820.01. The AC used in all niixtures 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 Contractor.
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 mm Superpave mixtures only and shall not
exceed 20% of the total aggregate weight. However, up to 20% local sand, based on the total
aggregate weight, may be allowed as an ingredient in all Asphaltic Concrete mixtures used for
shoulder construction unless specified otherwise.
828.01 (Continued)
1 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 urn Sieve 12-70
% Passing 75 11m 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 SUPERPA VE ASPHALTIC CONCRETE MIXTURES
A. Gradation Requirements:
Superpave utilizes the FHW A 0.45 Power gradation chart to define permissible gradations. This
chart uses a unique graphing technique to judge the cumulative particle size distribution of a
blend. The ordinate (y axis) of the chart is percent passing, ranging from zero to one hundred
percent. The abscissa (x axis) is an arithmetic scale of sieve size opening in microns raised to the
0.45 power.
Superpave defines nominal maximum sieve size and maximum sieve size as follows:
Nominal Maximum Sieve Size: One standard sieve size larger than the first sieve to retain
more than ten percent (10.0%).
Maximum Sieve Size: One standard sieve size larger than the nominal maximum size.
The 0.45 power maximum density line is drawn from the origin to one hundred percent (100.0%)
passing the maximum sieve size. Gradation control limits are based upon the nominal maximum
size. There is also a "restricted zone," that is an area on either side of the maximum density line
generally starting at the 2.36 mm sieve and extending to the 0.30 mm (300 ~m) sieve. It is
recommended that gradations be developed avoiding the restricted zone. The Office of Materials
and Research may approve use of mixtures which have gradations that enter the restricted zone
provided the Contractor supplies acceptable test results of special proof-testing requirements as
described in Subsection 828.05, Rutting Susceptibility Testing.
828.02 (Continued)
TABLE 828.02.A.l.
JOB MIX FORMULA AND DESIGN LIMITS
Mixture 9.5 rnm 9.5mm
Control Asphaltic Superpave Superpave 12.5 mm 19mm 25 rnm
Tolerance Concrete (Level A) (Level B-D) Superpave Superpave Superoave
Grading
Requirements Percent Passing
37.5 rnm Sieve 100
:t6.0 25.0 rnm Sieve 100* 90-100
:t6.0 19.0 rnm Sieve 100* 90-100 70-89
:t6.0 12.5 rnm Sieve 100* 100* 90-100 65-89 50-70
zS.6 9.5 mm Sieve 90-100 90-100 70-89 55-75
zS.6 4.75 mm Sieve 65-85 55-75
zS.6 2.36 mm Sieve 48-58 37-47 28-39 23-34 19-30
:t2.0 75 11m Sieve 4.0-7.0 4.0-7.0 3.5-7.0 3.5-6.0 3.0-6.0
* Mixture Control Tolerance not applicable to this sieve for this mix.
Note: The Mixture Control Tolerance for asphalt content shall be i: 0.4%.
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.BA.
TABLE 828.02.B.1.
SUPERPA VE MIXTURE DESIGN VOLUMETRIC CRITERIA
Design Parameter Design Criteria
a. Percent of Maximum Specific Gravity (%Gnun) at the design 96%
number of gyrations, (Nd) (See Note 1)
b. % Gnun at the initial number of gyrations, (Ni) Level A <91.5%
Level B <90.5%
Level C & D <89%
c. Percent voids in mineral aggregate (VMA) at Nd See Table 828.02.B.2.
e. Percent voids filled with asphalt (VFA) at Nd See Table 828.02.B.3.
f. Fines to effective asphalt binder ratio (F/Pbe)
1. Asphaltic Concrete 9.5 nun Superpave (Level A) 0.6-1.2
2. All Superpave Mixtures excluded in Item 1 0.8-1.6
g. Tensile strength (GDT 66)
1. Ratio (See Note 2) 80% min.
2. Stress 400 kPa min.
h. Retention of Coating (GDT 56) 95% min.
Note 1: Maximum specific gravity (Gnun) determined in accordance with AASHTO T 209.
Note 2: A Tensile Splitting Ratio of no less than 70% may be acceptable so long as all individual test values
exceed 689 kPa.
TABLE 828.02.B.2.
SUPERPA VE VOIDS IN MINERAL AGGREGATE (VMA) CRITERIA
Nominal Maximum Sieve Size (nun) Minimum % VMA
25.0 12
19.0 13
12.5 14
9.5 15
VMA is to be determined based on effective specific gravity of the aggregate (Gse). Minimum VMA values
may be reduced by one percent if the gradation on the 2.36 nun sieve is no more than 5% coarser than the
maximum percent passing allowed and the asphalt film thickness is no less than 8 microns.
828.02 (Continued)
TABLE 828.02.B.3.
SUPERPA VE VOIDS FILLED WITH ASPHALT (VFA) CRITERIA
RANGE
MIX DESIGN LEVEL Minimum Maximum
A 67 80
B 65 78
C 65 76
D 65 75
TABLE 828.02.B.4.
SUPERPA VE GYRATORY COMPACTOR (SGC)
COMPACTION CRITERIA
NO. OF GYRATIONS
MIX DESIGN LEVEL Nini Ndes
A* 6 50
B 7 75
C 8 100
D 9 125
* This gyratory compaction level shall be used for all Superpave mixes used as shoulder surface
mixture, trench widening, temporary detour, or sub-base mixture under Portland cement concrete
pavement.
Note: Asphaltic Concrete 25 mm Superpave mixtures shall be designed at one Mix Design Level lower than
specified in the project Plans or General Notes (based on number of gyratory revolutions) except when Mix
Design Level A is specified.
828.03 CONVENTIONAL FINE GRADED :MIXTURES
JOB MIX FORMULA AND DESIGN LIMITS
MlXTURE
CONTROL
TOLERANCE TYPE MIXTURE 4.75 mm
GRADING
REQUIREMENTS
:!:O.O % Passing 12.5 rnm Sieve *100
:!: 5.6 % Passing 9.5 mm Sieve 90-100
:!: 5.7 % Passing 4.75 mm Sieve 75-95
+4.6 % Passing 2.36 rnm Sieve 60-65
:!:3.8 % Passing 300 Ilm Sieve 20-50
:t2.0 % Passing 75 J...lm Sieve 4-12
DESIGN
REQUIREMENTS
:!:0.4 Range for % AC 6.00 - 7.50
nla Design Optimum Air Voids (%) 4-7
nla % Aggregate Voids Filled with 50-80
AC
Tensile Splitting Ratio After
nla Freeze Thaw Cycle (GDT 66) Min. 0.8
nla % Retention of Coating 95
(GDT 56)
* Mixture Control Tolerance not applicable to this sieve for this mix.
Note: This mixture shall be designed at Level A and compacted with the Superpave Gyratory Compactor.
828.04 AGGREGATE GROUPS ALLOW ABLE
.
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 ALLOW ABLE
Group I or IT
100% Group I, 100% Group IT, or any blend of the groups may be used.
Group IT only
100% Group IT only is required.
Blend I
Either 100% Group IT material or a blend of Group I and Group IT
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 with the Asphalt
Pavement Analyzer shall be provided for any mixtures designed by a Certified Contractor or Independent
Testing Laboratory.
The rutting susceptibility test will be conducted according to GDT Test Procedure 115. Each mix will have 3
beam or 6 cylindrical specimens fabricated and tested. If the average rut depth for the specimens exceeds
5 m.m for Superpave mixes that asphaltic concrete mixture shall not be' used in the Work. However, Rutting
Susceptibility tests will not be required for Superpave mixtures designed exclusively for use in trench
widening nor for the 4.75 m.m Mix.
828.06 FATIGUE TESTING: The Office of Materials and Research may conduct a fatigue test on any
Superpave asphalt mixture design or Superpave asphalt mixture used in construction to determine
acceptability of the materials. The test shall be performed according to test procedure AASHTO TP 8-94,
or other procedure approved by the Office of Materials and Research.
Materials and Research
-
. i o<-=-~~ . 'Revised December 18, 1996
K
.0
y'
, DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
SPECIAL PROVISION
Modification of Standard Specification
SECTION 228
GRADING (MODIFIED), INCLUDING HAUL
(For County Contract Only)
Project Number:
228.01 DESCRIPTION: This item consist of excavation of all materials of whatever nature
including borrow if required, to alignment, grade and typical cross-sections shown on the
plans; or as directed by the Engineer, all necessary hauling, formation of embankments~
shoulder construction, sub grade construction, ditch excavation, finishing and dressing,
replacement of unsuitable material removed from the sub grade, and disposal of
miscellaneous roadway items including, but not limited to, curbs, drainage structure and
pavements, unless established as a separate contract item. It shall include all necessary
clearing and grubbing, in accordance with section 201 and 202, required to complete the
work unless these items have been established as pay items in the contract.
228.02 MATERIALS: All suitable material excavated, including that taken from trenches,
roadway ditches and slopes, shall be used in forming embankments as far as practicable.
Surplus or unsuitable materials shall be used in flattening slopes of embankments, backfill
washes or ditches, or wasted back of the construction lines as directed.
228.03 CONSTRUCTION: The construction shall be done using equipment approved by
the Engineer, which will not damage base, pavement or other appurtenances to be
retained. The Engineer shall set slope stakes to fit the typical section, or as he may deem
necessary, establish grades in accordance with these specification, and set final stakes to
verify that the excavation sections of the roadway and the embankments comply with the
typical section. The work shall be done in accordance with the appropriate portions of
Specifications 201, 202, 205, 206, 207, 208 and 209 of the Specifications.
Prior to placing any base material, the subgrade shall be finished in accordance with 209.03
A. Clearing and Grubbing: Clearing and grubbing shall be done well in advance of
excavation and embankment construction.
.
B. General Requirements:
.
.' ~. .
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..
B. General Requirements:
1. Cross Section: As a minimum requirement the roadway shall be graded in
accordance with the specified typical section.
2. Slopes, Ditches, Shoulders: The excavation shall be done so that front slopes,
ditches and shoulders are neatly trimmed to the lines given. Additional shoulder
width will be permitted when extra width shoulders are ready in place and fit the
existing roadbed provided the finished shoulders present a reasonably uniform
appearance.
3. Shaping and Dressing: After all excavation and formation of embankments and
shoulders have been substantially completed the roadway shall be properly
shaped, finished and dressed in reasonably close conformity to the lines and
grades given.
228.04 MEASUREMENT: Grading (Modified) Including Haul will be measured in
Kilometers along the centeriine of the road or the median, including ramps when so
shown on the plans. Surplt.~.s material may be disposed of beyond the end of the project,
but the kilometers measured for payment will not extend beyond the established termini.
228.04 PAYMENT: The item of grading (Modified) Including Hauling will be paid for at
the Contract Unit Price per Kilometer complete in place, which price shall be full '
compensation for clearing and grubbing inside the construction limits where this item is
not shown as a separate item in the Contract, for all excavation to the typical section
required or as modified herein, formation of embankments, construction of shoulders,
backing out subgrades for pavement, flushing filling slopes and ramps, filling washes,
wasting surplus or unsuitable material, finishing and dressing, cleaning of side ditches, all
hauling of excavation, and any incidentals necessary to complete the Item: It is clearly
understood that in no case will any separate payment be made for finishing and dressing,
and that the cost of necessary finishing and dressing to comply with these specifications
shall be included in the Contract Unit Price of Grading (Modified) Including Haul.
Payment will be made under:
Item 228. Grading-Modified, Including Haul--per Kilometer.
Office of State Aid
.
Sheet 2 of 2
Project Number:
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APPlIES Sf A ()+6' TO Sf A 1>+9'
APPUES Sf A 1>+265 TO Sf A 1>+295
TYPICAL CROSS SECTION NO. 1
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TYPICAL CROSS SECTION NO. 6
APPIJ[S Sf A 0+140 TO Sf A 0+,.
TYPICAL CROSS SECTION NO. 7
Note: The Local Government shall be responsible
for placement, maintenance, and inspection of
traffic control devices.
Note: The Department of Transportation's participation in constructing this
project is limited to the items set up for payment under this contract. All
work not covered by this contract will be in accordance with plans prepared
by ZEL ~1~S forMa~1'A-Rll.llfllO.C> Co dated
A~IL I q <:t ~ . Any items or work required by these plans and not
covered by this contract will be the responsibility of the county and at no
cost to the Department of Transportation.
Note: Temporary Erosion Control Items shall be
used as required as directed by the Engineer.
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Note: The local govemment will certify all necessary
ANI, and remove or adjust all utilities at no cost
to the Department of Transportation.
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