Resolution 1999-06 %V Illinois De artm�
p Resolution for Maintf. .>ICe of Streets and Highways
of Transportation By Municipality Under the Illinois Highway Code
qq-(P
BE IT RESOLVED, by the Mayor & City Council of the
(Council or President and Board of Trustees)
United City of Yorkville , Illinois,that there is hereby
(City.Town or Village) (Name)
appropriated the sum of$ a3'�,850.00 of Motor Fuel Tax funds forthe purpose of maintaining
streets and highways underthe applicable provisions of the Illinois Highway Code,from January 1, 19 99
toXYdd0MW3XXX9=.Apri1 30, 1999
BE IT FURTHER RESOLVED, that only those streets, highways, and operations as listed and described on the ap-
proved Municipal Estimate of Maintenance Costs, including supplemental or revised estimates approved in connec-
tion with this resolution, are eligible for maintenance with Motor Fuel Tax funds during the period as specified above.
BE IT FURTHER RESOLVED, that the Clerk shall, as soon as practicable after the close of the period as given
above, submit to the Department of Transportation, on forms furnished by said Department, a certified statement
showing expenditures from and balances remaining in the account(s) for this period; and
BE IT FURTHER RESOLVED,that the Clerk shall immediately transmit two certified copies of this resolution
to the district office of the Department of Transportation,at Ottawa , Illinois.
Mr.
I, Miss DEborah K. Simmons Clerk in and for the United City
M rs. (City,Town or Village)
of ynrkv;1 1 P County of Kendall
hereby certify the foregoing to be a true, perfect and complete copy of a resolution adopted by
the Mayor & City Council at a meeting on Fgbru ry 19 .
(Council or President and Board of Trustees)
IN TESTIMONY WHEREOF, I have hereunto set my hand and seal this t1—day of .–jeZ y"J
A.D. 19 .
(SEAL) Clerk
ity,Town or Village)
APPROVED
19
epartment of Transporfation
�j
i
Dis E i eer K
BLR 4123(Rev.6/87)
I L 494-0354
MAR.12.1999 2:41PM CITY OF YORK`JILLD22 M0.462 P.2/2
-0Illinois Departmerii, Municipal Estimate of
Of Transportation Maintenance Costs
Period from January 1, 19 99,to December 31, 19 99 Municipality Yorkville, Illinois
Estimated Cost of Maintenance Operations
Maintenance Operation Material,Equipment or Labor Operation
(No.-Description-Total Quantity) Item and Specification Reference Quantity Unit Amount Cost
and Unit Cost
Gravel Pa,r,china Repairs arayat nr rr,ichorl 4rnna Qom,_
Bituminous Pate ink
$27no nit
-5nnr Bemo3rn 1 _ SA40n_nQ
.50 7n nn 1000 00
-rte--
Total Estimated Maintenance Cost
S F br aril '25 1 g99 Approved /fd2� /C� 19 ry jr'
6 Mayor
r
Mu ' r ai Official Title Dist 06 Egfi neer
Submit Four(4) Copies to District Engineer
STAn OF I W NOIS
MUNIC.. ,%L ESTIMATE OF MAINTENAk COSTS
(Shoot 2 of 2)
LOCATION SURFACE MAINTENANCE OPERATION
STREET FROM TO EXTMPEG LENGTH WIDTH NO. DESCRIPTION GUANTIT
1. Various Stre is Seal Coat & Bi Imi Gravel Shoul dPrLq 5f)O tnitni
Rpair Base
2. arirnls Stra Pnt-hnla RppL?ir 9n t-nn
Aren REpairs
$alt fnr ria-icing 300 to
Various Stre straPY Signs 50_sig
Straat Sign Pnsts sc nas
Submit Four (4) copies to District Engineer Form BLR 591 (2 of 2)
(Rev. 8-75)
CHECK SHEET
FOR
RECURRING SPECIAL PROVISIONS
Adopted January 1, 1998
The following RECURRING SPECIAL PROVISIONS indicated by an "X" are applicable to this
contract and are included by reference-
CHECK SHEET# PAGE NO.
1 R.R. Protection Liability Form (Eff. 6-10-58) (Rev. 9-29-67) ................... 39
2 State Required Contract Provisions All Federal - aid Construction
Contracts (Eff. 2-1-69) (Rev. 10-1-83) ....................................... 48
3 Specific Equal Employment Opportunity Responsibilities
NonFederal - aid Contracts (Eff. 3-20-69) (Rev. 1-1-94) ............ 49
4 Required Provisions - State Contracts (Eff. 4-1-65) (Rev. 4-1-93) ......... 53
5 Asphalt Quantities and Cost Reviews (Eff. 7-1-88) ................................ 56
6 Subletting of Contracts (Federal Aid Contracts)
(Eff. 1-1-88) (Rev. 5-1-93) ....:....................................................... 57
7 National Pollutant Discharge Elimination System Permit (Eff. 7-1-94) ..... 58
8 Grading and Shaping Ditches (Eff. 5-1-93) ............................................. 59
9 Earthwork (Eff. 7-1-94) (Rev. 2-1-95) ...................................................... 60
10 Construction Layout Stakes Except for Structures
(Eff. 5-1-93) (Rev. 8-1-93) ................................................ ........... 61
11 Construction Layout Stakes (Eff. 5-1-93) (Rev. 8-1-93) .......................... 63.
12 Controlled Low - Strength Material (CLSM)
(Eff. 1-1-90) (Rev. 1-1-98) 65
13 Use of Geotextile Fabric for Railroad Crossing
(Eff. 1-1-95) (Rev. 1-1-97) .......................................................... 68
14 Erosion Control Fiber Blanket (Eff. 3-1-91) (Rev. 7-1-96) ....................... 69
15 Bituminous Surface Removal (Cold Milling)
(Eff. 11-1-87) (Rev. 10-15-97) ....................................................... 71
16 Bituminous Surface Treatments Half- Smart (Eff. 7-1-93)
(Rev. 1-1-97) ................... 73
......................................................... .
17 Subsealing of Concrete Pavements (Eff. 11-1-84).(Rev. 2-1-97) ............ 77
18 Asphaltic Emulsion Slurry Seal and Fibrated Asphaltic
Emulsion Slurry Seal (Eff. 8-1-89) (Rev. 10-1-90) ................ 80
19 Polymer Modified Emulsified Asphalt (Eff. 5-15-89) ................................ 84
20 Reserved ................................................................................................. 86
21 Reserved ................................................................................................. 87
22 Surface Test Using The 5 m (16 ft.) Straightedge (Eff. 11-1-94) ............ 88
23 Bituminous Surface Removal Over Patches (Eff. 10-1-95) 89
......................
24 Haul Road Stream Crossings, Other Temporary Stream Crossings,
and In-Stream Work Pads (Eff. 1-2-92) (Rev. 1-1-98) ............ 90
25 Protective Shield System Eff. 4-1-95 Rev. 8-1-95 91
26 Pipe Underdrains (Eff. 9-9-87) (Rev. 1-1-98) ....................................... 92
27 Reserved ................................................................................................. 93
28 Reserved 94
......................................................................................
29 Traffic Barrier Terminal Type 3B (QuadGuard)
(Eff. 10-1-86) (Eff.10-15-97) ............................................................ 95
30 Sand Module Impact Attenuators Eff. 10-15-76 Rev. 7-1-95 96
RECURRING SPECIAL PROVISIONS - Continued
CHECK SHEET# PAGE NO.
31 Give em a Brake Sign (Eff. 8-1-89) (Rev. 08-1-91) .................................... 98
32 Portable Changeable Message Signs (Eff. 11-1-93) (Rev. 2-1-96) ............ 99
33 Reserved ................................................................................................... 100
34 Aggregate Gradation Control System (Eff. 7-1-95) ..................................... 101
35 Traffic Barrier Terminal Type 3 or 3A (Eff. 10-1-96) ...................................... 102
36 Bicycle Racks (Eff. 4-1-95) (Rev. 1-197) ..................................... 103
37 Ground Granulated Blast-Furnace Slag in Portland Cement Concrete
(Eff. 4-1-95) (Rev. 1-1-97) ................................................................ 104
38 Guardrail and Barrier Wall Delineation (Eff. 12-15-93) (Rev. 1-1-97) ........ 105
39 Rap Mixtures for Class I, Type 1 & 2 Bituminous Concrete Binder,
Leveling Binder and Surface Course (Mixture C and D)
(Eff. 6-30-94) (Rev. 1-1-98) .................................................... 108
40 Epoxy Coating on Reinforcement (Eff. 4-1-97) (Rev. 7-15-97) .................... 109
41 Resurfacing of Milled Surfaces (Eff. 10-1-95) .............................................. 110
42 Quality Control/Quality Assurance of Bituminous Concrete Mixtures
(Eff. 7-1-96) (Rev. 1-1-98) .............................................................. 111
43 EEO (Eff. 7-21-78) (Rev. 11-18-80) ....................................................... 123
index98.doc
Illinois Department
of Transportation Special Provisions
The following Special Provisions supplement the "Standard Specifications for Road and Bridge Construction", Adopted
January 1, 1999 , the latest edition of the "Manual on Uniform Traffic Control Devices for Streets
and Highways", and the "Manual of Test Procedures of Materials" in effect on the date of invitation of bids, and the
Supplemental Specifications and Recurring Special Provisions indicated on the Check Sheet included here in which apply to
and govern the construction of 99-00000-M-GM , and in case of conflict with any part, or
parts, of said Specifications, the said Special Provisions shall take precedence and shall govern.
RI R 5709(Rev. 9/97)
State of Illinois
CEPART12.EtJ OF TRANSPORTATION
SPECIAL PROVISION
FOR
EK'LOTidEhT PRACTICES
in addition to all other labor requirements set forth in this proposal and In the Standard
Specifications for Road and Bridge Construction, adopted by the Department of Transportation, during
the performance of this contract, the contractor for -itself, Its assignees, and successors in interest
(hereinafter referred to as the "contractor") agrees as follows:
I. SELECTION OF LABOR
The Contractor shall comply with all Illinois statutes pertaining to the selection of labor.
If. EQUAL EMPLOY`IAENT OPPORTUNITY
During the performance of this contract, the contractor agrees as follows:
(1) That it will not discriminate against any employee or applicant for employment because of
race, color, religion, sex, national origin, ancestry, age, marital status, physical mr mental
handicap or unfavorable discharge from military service, and further that it will examine all job
classlfications to determine if minority persons or women are underutilized and will take
appropriate affirmative action to rectify any such underutilization.
(2) That, if it hires additional e.:,oloyees in order to perform this contract or any portion
hereof, it will determine the availability of minorities and wo:can in the area(s) from which it
may reasonably recruit and it will hire for each job classification for w.lich erployees are hired
In such a way that minorities and women are not underutilized.
(3) That, in all solicitations cr advertisements for employees placed by it or on its behalf, it
will state that all applicants will be afforded equal opportunity without discrirr.ination because
of race, color, religion, sex, national origin, ancestry, age, marital status, physical or mental
handicap or unfavorable discharge from. military service.
(4) That it will send to each labor orcanization or representative of workers with which it has or
is bound by a collective barcainina or other agreement or understanding, a notice advising such
labor organization or representative of the contractor's obligations under the Illinois Hu::-3n
Rights Act and the Department's Pules and Regulations. if any such labor organization or
representative fails or refuses to cooperate with the contractor in its efforts to corr},)ly with
such Act and Rule> and Regulations, the contractor will promptly so notify the Illinois C)_,partment
of Hunan Rights and the contracting agency and will recruit employees from other sources when
necessz-y to fulfill its obligations thereunder.
(5) That It will submit reports as required by the Department of Human Rights Rules and
Regulations, furnish all relevant information as may fret tirne to time tx-- requesteC by the
Department or the contracting agency, and in all respects comply with ttis Illinois Human Rights
Act and the Cepartrrent's Rules and Regulations.
(b) That it will permit access to all relevant books, records, accounts and work sites by
ersonnei of the contracting acen and the Illinois Department of Human Rights for purposes of
investigation to ascertain comapiiance with the Illinois Human Rights Act anc the Department's
Rules and Regulations.
(7) That it will include verbatim or by reference the provisions of this clause in every
subcontract so that such provisions wlil be binCin_ upon every such s:`•contrzctof In the sane
manner as with other provisions of this contract, the contractor will be liable for ,.ill romp
with applicable provisions of this clause bj all its subcontractors; and further ii Dili promptly
notify the contracting agency and the ( ilinois Ce,•artaent of Hurzn Rie~ts in the evert any
Subcontractor fails or refuses to coatiily ttrcrewitf.. in addition, the Contractor will not contracts
any Subcontractor declared by the Illinois Huron Fights CoRr.ission to be ineligible for co
or subcontracts with the Statu of Iilincis or any of its political sub,ivisions a r..un(cipal
coroorations. ,c T;n
ILLINOIS DEPARTMENT OF TRANSPORTATION
JANUARY 1, 1997
MFT CHECK SHEET
( ) LR-102-1 Proposal Guaranty
( ) LR-105 Cooperation with Utilities
( ) LR-108 Failure to Complete the Work on Time
( j( ) LR-120 Fair Employment Practices
( ) LR-121 Wages of Employees on Public Works
( ) LR-122 Drainage Structures and Grading
( ) LR-123 Selection of Labor
( ) LR-220 Shaping Roadway
( ) LR-221 Borrow Excavation (Less than 10,000 CY)
( ) LR-310-1 Asphalt Stabilized Base Course (Road Mix
or Traveling Plant)
( ) LR-310-2 Asphalt Stabilized Base Course (Plant Mix)
( ) LR-311 Bituminous Aggregate Mixture Base Course
( ) LR-312 Cement Aggregate Base Course
( ) LR-401 Bituminous Road Mix Surface, Earth Mat Type
( ) LR-402 Salt Stabilized Surface Course
( ) LR-403 Bituminous Surface Treatment
( ) LR-404-1 Penetrating Emulsified Prime
( ) LR-404-2 Penetrating Emulsified Asphalt
( ) LR-406 RAP, Class I, Type 1 and 2, Bit. Concrete Binder and
Surface Course
( ) LR-420 Bituminous Hot Mix Sand Seal Coat
( ) LR-424 Plasticized Bitumen Hot Mix Seal
( ) LR-451 Crack Filling Bit. Pavt. with Fiber-Asphalt
( ) LR-462 Portland Cement Concrete Pavement (Special)
( ) LR-503-1 Furnishing Class SI Concrete
( ) LR-503-2 Furnishing Class SI Concrete (Short Load)
( ) LR-509 Metal Plate Bridge Rail
( ) LR-542 Section 542. Pipe Culverts, Type
( ) LR-T601 Fiberglass Reinforced Plastic(FRP) Sign Base Material
( ) LR-631 Traffic Barrier Terminal ET2000 or Best
( ) LR-651 Calcium Chloride Applied in Solution
( ) LR-663 Rock Salt
( ) LR-701-1 Construction Zone Traffic Control
( ) LR-701-2 Flagger Certification
( ) LR-701-3 Flaggers in Work Zone
( ) LR-726 Reflective Sheeting Type C
( ) LR-1084 Construction and Maintenance Signs
( ) LR-1090 Fiberglass Reinforced Plastic (FRP) Sign Base Material
State of Illinois
Department of Transportation
Division of Highways
Springfield
SPECIFICATIONS
FOR
BITUMINOUS MIXTURES FOR MAINTENANCE USE
EMULSIFIED ASPHALTTYPE
Serial Number M 17-95
1. DESCRIPTION. These specifications cover coarse graded and fine-graded bituminous mixtures for
use in maintaining small areas on flexible and rigid type pavements. The bituminous premix shall be
composed of mineral aggregate uniformly coated with emulsified asphalt HFE-300 or SS-1, or inverted
emulsified asphalt CBAE-2 plus additive and prepared cold as further described below. The mixtures shall
be capable of being loaded into trucks by either hand shovels or power loading equipment, shall be
sufficiently workable for placing with shovels, rakes or other hand tools, and shall readily compact by hand
tamping, hand or power rolling, or under the action of traffic at the mixing temperature or at temperatures
as low as 40°F., immediately after preparation or over a period of several months in a stockpile. The
mixture shall remain in place when used to patch wet or dry pavements and shall be stable under normal
traffic conditions.
2- MATERIALS. Control of the materials shall be in accordance with the general requirements of Section
106 of the current Standard Specifications for Road and Bridge Construction. At the discretion of the
Engineer, a twenty-five pound sample of the aggregate (s), a one-quart sample of the bituminous material
and a one-pint sample of the additive shall be submitted to the Bureau of Materials and Physical
Research, 126 East Ash Street, Springfield, Illinois, for checking the dosage rate and compatibility of the
additive with the other ingredient materials.
(a) Aggregate
1. Coarse Aggregate shall consist of crushed stone, crushed gravel, or chats, of
Class C quality or better, as defined in Article 704.01 of the above cited
Standard Specifications.
2. Fine Aggregate shall consist of sand, stone sand, stone screenings or chats of
Class B quality or better, as defined in Article 703.01 of the above cited
Standard Specifications.
(b) Additive
1. When CBAE-2 is used, an anti-stripping additive approved by the Department shall be
required. The additive shall be added to the bituminous material at the dosage rate (0.8
to 1.5 percent by weight of total liquid) recommended by the Engineer and shall be
thoroughly mixed for at least four(4) hours prior to being incorporated into the mix. A list
of approved additives is available on request.
Serial Number. M 17-95
(c) Bituminous Material
The bituminous materials used shall be either emulsified asphalt HFE-300, SS-1, or
inverted emulsified asphalt CBAE-2.
1. Emulsified asphalt HFE-300 shall conform to the requirements given in Article 709.07
of the Standard Specifications. Emulsified asphalt HFE-300 shall be formulated to
possess the characteristics required to produce a mixture conforming to the requirements
of this specification.
2. Emulsified asphalt SS-1 shall conform to the requirements given in Article 709.07, of.
the Standard Specifications.
3. Inverted emulsified asphalt CBAE-2 shall conform to the following requirements:
Flash Point(Cleveland open cup) ° F.---------- 175 +
Viscosity, Saybolt Furol @ 140° F. (SEC) ------- 100 -300
Water Content % by weight------------------ 3 -9
Asphalt Content% by weight----------------- 65 min.
Solvent Content% by weight------------------ 12-25
Test on Distillation Residue
Penetration at 77° F. , 100 g. , 5 sec. ------------ 120 -300
Ductility at 77° F. , 5 cm/min. , cm- -------- ------ 100 min.
Soluble in Carbon Tetrachloride, % -------------- 98 min.
Miscibility with water------------------------ None
3. INSPECTION. The Engineer or his authorized representative shall have access at any time to all parts
of the plant in order to verify weights or proportions and character of materials used in the preparation of
the mixture. The manufacturer shall afford such facilities as may be required for making inspection at the
Plant and for collecting and forwarding samples of the bituminous mixture to the Department
4. PLANT AND EQUIPMENT. Storage facilities and all equipment used in the preparation of the mixture
shall be approved by the Department An approved drier shall be available for surface drying the
aggregate when needed. The materials for individual batches shall be measured accurately either by
volume or weight, by approved methods and equipment. A batch type mixture of approved design and
capacity shall be used in mixing the ingredient materials. However, approval for the use of a continuous
mixer may be given if it can be shown that satisfactory results will be obtained.
5. PREPARATION OF MIXTURE. At the time of mixing, the aggregate shall not contain enough moisture
to cause drifting of the emulsion from the aggregates. The aggregate and bituminous material shall be
measured separately and accurately by weight or volume. When a batch type mixer is used, the
aggregates shall be added to the mixer and mixed thoroughly. The bituminous material shall then be
added and mixing continued for a period of at least 30 seconds or longer if necessary to produce a
homogeneous mixture in which all particles of the aggregate are coated uniformly. For safety reasons,
when inverted emulsified asphalt CBAE-2 is used, the temperature of the aggregate must not exceed
175°F.
-2-
Serial Number. M 17-95
6. COMPOSITION OF MIXTURE. The ingredients shall be combined in such a manner as to produce a
mixture which when discharged shall be workable. The mixture shall conform to the following composition
limits by weight:
Crushed Stone. Crushed Gravel or Chats Gravel
Graduation of Extracted Aggregate: (100°/x) Coarse Fine
Binder Mixture Surface Mixture Surface Mixture Surface Mixture
Percent Passing Sieves
314 inch 100 — — —
1/2 inch 75-94 100 95-100 —
3/8 inch 64-78 90-100 — 95-100
No. 4 32-45 65-86 50-75 50-85
No. 10 22-34 28-50 30-60 35-65
No. 200 0-5.0 0-6.0 0-10.0 0-10.0
Residual Bitumen
(Includes Additive) 4.0-5.0 5.0-6.0 4.0-5.0 5.0-6.0
7. LEGAL RELATIONS AND RESPONSIBILITY TO PUBLIC. The laws to be observed; permits and
licenses; patented devices, materials and processes; and responsibility for damage claims, shall be in
accordance with the requirements of Section 107 of the above cited Standard Specifications.
SAFETY NOTE: Inverted emulisified asphalt C3AE-2 is a combustible liquid and should be
handled as a hazardous material. All local, city, county, state and federal regulations in
handling a hazardous liquid should be followed.
Form LX-1 Effective September 1,1995
This specification supersedes Serial Number M 17-79, effective April 1. 1979.
-3-
State of Illinois
Department of Transportation
Division of Highways
Springfield
SPECIFICATIONS
FOR
BITUMINOUS MIXTURE FOR MAINTENANCE USE
MEDIUM CURING LIQUID ASPHALT TYPE
Serial Number. M19-95
1. DECRIPTION. These specifications cover bituminous mixtures for use in maintaining small
areas'on flexible and rigid type pavements.
2. MATERIALS. Control of the materials shall be in.accordance with the general requirements
of Section 106 of the current Standard Specifications for Road and Bridge Construction. At the
discretion of the Engineer, a twenty-five pound sample of the aggregate (s), a one-quart sample
of the bituminous material and a one-pint sample of the additive shall be submitted to the
9ureau of Materials and Physical Research, 126 East Ash Street, Springfield, Illinois, for
checking the dosage rate and compatibility of the additive with the other ingredient materials.
(a) Aggregata
1. Coarse Aggregate shall consist of crushed stone, crushed gravel, or chats, of
Class C quality or better, as defined in Article 704.01 of the above cited Standard
Specifications.
2. Fine Aggregate shall consist of sand, stone sand. stone screenings of chats of
Class B quality or better, as defined in Article 703.01 of the above cited Standard
Specifications.
(b) Additive
The additive shall be an anti-stripping additive approved by the Department. The
additive shall be added to the bituminous material at the dosage rate (0.8 to 1.5
percent by weight of total liquid) recommended by the Engineer and shall be
thoroughly mixed for at least four (4) hours prior to being incorporated into the mix.
A list of approved additives is available on request.
(c) Bituminous Materials
The bituminous material used shall be either liquid asphalt MC-250 or MC-800
conforming to the requirements of Article 709.09. Medium Curing Liquid Asphalt, of
the above cited Standard Specifications. The Engineer reserves the right to specify
the grade to be used.
Serial Number. M 19-95
3. INSPECTION. The Engineer or his authorized representative shall have access at any
time to all parts of the plant in order to verify weights or proportions and character of materials
used in the preparation of the mixture. The manufacturer shall afford such facilities as may be
required for making inspection at the plant and for collecting and forwarding samples of the
bituminous mixtures to the Department.
4. PLANTAND EQUiPMENT. Storage facilities and all equipment used in preparation of the
mixture shall be approved by the Department. An approved drier shall be available for surface
drying the aggregated when needed. The materials for individual batches shall be measured
accurately either by volume or weight, by approved methods and equipment. A batch type
mixture of approved design and capacity shall be used in mixing the ingredient materials.
However, approval for the use of a continuous mixer may be given if it can be shown that
satisfactory results will be obtained.
5. PREPARATION OF MIXTURE. The aggregate shall be surfaced dry at the time of mixing
and shall contain not more than'1.5 percent moisture by weight. Aggregates which do not
conform to this requirement shall be dried by natural or artificial means before being used in the
mixture. The mixture at the time of mixing shall have a temperature above 150° F. and below
the flash paint of the bituminous material. The bituminous material shall be heated to such a
temperature that it will be workable when used in preparation of the mixture.
6. COMPOSITION OF MIXTURES. The Department shall specify the type (gradation) of the
mixture to be used. The ingredients shall be combined to produce a mixture meeting the
approval of the Department and conforming to one of the following composition limits, by
weight, as determined by tests of the prepared mixture.
Gradation of Extracted Aggregate (100%)
Percent Passing Sieve Nominal Size
1/2" to No. 4 1/2" to No. 10 a/8' to No. 10 3/8" to No. 200
1/Z" 100 100 — —
3/8" 60-90 — 100 100
No. 4 0-25 30-55 20-50 25-45
No. 10 0-15 20-50 0-15 15-30
No. 40 — 5-20 — 5-15
No. 200 0-6.0 0-5.0 0-8.0 0-8.0
Residual Bitumen,
(includes Additive)% 3.0-5.0 4.0-7.0 3.0-5.0 3.5-7.0
-2-
.Serial Number: M19-95
Gradation of Extracted Aggregate (100°/x)
Percent Passing Sieve Nominal Size
Alternate Altemate Alternate
1121' to No 20Q 3/8" to No. 10 3/8" to No. 200
1/2" 95-100 — —
3/8" — 100 100
No. 4 50-75 20-85 25-85
No. 10 35-50 0-15 15-30
No. 40 5-25 — 5-15
No. 200 0-5.0 0-8.0 0-5.0
Residual Bitumen,
(Includes Additive)% 4.0-8.0 3.0-5.5 3.5-7.5
The percentage of bituminous material shall be determined by the Engineer. The right is
reserved to make, at any time during the progress of the work, such changes in the proportions
of bitumen and aggregate as the Engineer may consider necessary or desirable within the
limits of the specifications. After the proportions of the ingredient materials have been set
there shall be no variation from the same without the Engineer's approval.
It is the responsibility the producer to produce a mixture conforming to the requirements of
these specifications and satisfactory to the Department.
7. LEGAL RELATIONS AND RESPONSIBILITY TO PUBLIC. The laws to be observed;
permits and licenses; patented devices, materials, and the processes; and responsibility for
damage claims, shall be in accordance with the requirements of Section 107 of the above cited
Standard Specifications.
Form LX-1 Effective September 1, 1995
This specification supersedes Serial Number M 19-81, effective January 1, 1981
-3-
State of Illinois _
Department of Transportation.
SPECIFICATIONS
FOR
SODIUM CHLORIDE
(Rock Salt)
Serial Number:- M 36-86
I . GENERAL REQUIREMENTS
1 . SCOPE. This specification covers the furnishing, transporting, and
inspection of Sodium Chloride (Rock Salt) intended for use as a
deicer and for road construction or maintenance purposes.
2. SAMPLING AND TESTING. Unless otherwise provided, all materials
shall be sampled and tested in accordance with the latest published
standard methods of the American Society for Testing Materials, and
revisions thereof, in effect on the date of the invitation for bids,
where such standard methods exist. In case there are no ASTM Standards
which apply, applicable standard methods of the American Association of
State Highway Transportation Officials, or of the Federal Government or
of other recognized standardizing agencies shall be used.
3. INSPECTION. The Department reserves the right to make inspection
and tests of the Sodium Chloride, either at the origin of the
shipment, at barge unloading points, or at destination, whichever is most
convenient for the Department.
4 . DELIVERY. Sodium Chloride transported in open trucks or in open top
railroad cars shall be covered to provide protection against the
weather. ne o igation for the protection of the Sodium Chloride rests
solely with the vendor. (Holder of the purchase order. )
Deliveries made by motor truck will be accepted only during the regular
work days and working hours, except when special arrangemnents have been
made in advance with the District Engineer to whom the shipment is
directed.
All bulk Sodium Chloride that is delivered by motor trucks is to be
transported in dump trucks or in self-unloading vehicles. It shall be
the responsibility of the vendor to unload the Sodium Chloride in storage
bins or stockpiles as directed by the District Engineer.
All releases will be for arounts that will either make a full truck lot
(20 tons) or a full carload lot (40 tons) . Vendors will not be expected
to haul partial loads or ship in less than carload lots.
5. PACKING AND MARKING. Vendors who hold purchase orders for delivery
of Sodium Chloride in bags shall furnish a sturdy multiwall kraft
paper bao, the contents of which shall not exceed 100 pounds of Sodium
Chloride. The name of the manufacturer and the net weight shall be shown
on the outside of each bag.
II . MATERIAL REQUIREMENTS
6. SODIUM CHLORIDE. These requirements cover Sodium Chloride obtained
from natural deposits (Rock Salt) or produced by man (evaporated,
Solar and other) . The Sodium Chloride shall meet the following physical
and chemical requirements.
(a) Physical Composition:
Passing a 1/2 inch (12.5 ffri) sieve, . . . . . . . . . 100
Passing a 3/8 inch (9.5 mm) sieve, 95 to 1001
Passing a No_ 4 (4.75 mn) sieve. . . . . . . . . . . . . 2.0 to 901
Passing a No. 8 (2.36 mm) sieve. . . . . . . . . . . . . 10 to 60%
Passing a No. .30 (600 um) sieve, 0 to 10A
Permissible Variations - A 5 percentage point tolerance on each
sieve, except the 1/2 inch and 3/8 inch, shall be allowed for
material sampled after delivery to the purchaser.
The Department will reject any shipment of Sodium Chloride that is
outside of these tolerance limits. The right is also reserved to
reject any shipments of rock salt which are delivered in a frozen or
caked condition or which contain free water.
(b) Chemical Composition:
The sodium chloride (NaCl ) content shall be not less than
96.0%.
Permissible Variation - A 0.51 tolerance in the content of sodium
chloride (NaCl ) from the prescribed chemical composition shall be
permissible for samples taken at destination.
(c) Exceptions and Penalties:
The Department reserves the right to accept delivery of Sodium
Chloride which, according to analysis by the Department has a sodium
chloride (NaCl ) content of less than 96.0 percent, but is not less
than 90.0 percent. When such reservation is applied, payment- will
be made on the following basis:
( 1 ) When sodium chloride (NaCl ) content is less than specification
requirements, but is not less than 95.0 percent: Quoted price
f.o.b. county or destination - Less X0.50 per ton .
(2) When sodium. chloride (NaCl)- content is less than 95.0 percent
but is not less than 94.0 percent: Quoted price f.o.b. county
or destination - Less X2.00 per ton.
. • -Z-
(3) When sodium chloride (NaCl ) content is less than 94.0 percent
but is not less than 90.0 percent: Quoted price f.o.b. county
or destination - Less $4.00 per ton.
The right is also reserved to make a deduction for moisture by
weight based on the per ton price of the Sodium Chloride.
All penalty deductions shall be made on the basis of the sodium
chloride (NaCl ) content and the moisture content as determined by
the Illinois Department of Transportation.
7. BASIS OF PAYMENT. The Sodium Chloride will be paid for at the
contract unit price per ton for furnishing and transporting Sodium
Chloride to the Illinois Department of Transportation.
Effective June 1 , 1986
(This specification supersedes Serial Number 36-85 issued October 1 ,
1985. )
State of Illinois ,
De_artrent of FUbli c Works and DUi ldings
Divisioa of Eighvays
S CIFICATIO?dS FOR CALCIC- : C.-,OF.7,-L)E
Serial 1L_aer: M '--"-"7
1. DESCRIPTION. This specification covers furnishi E and transporting calciu=
chloride.
2. SAi•�'%LINIG A.-ND Ti�T^:G. Calci— cloride shall be sa-uled and tested ir_.acco:d-
aMce With the latest star:ar^_ methods of the American
Society for Testing ,•aterials. If- the raterial is sa_pled after delivery, a
3 per cent variation in content of CaC12 from the chef cal composition pre-
scribed in Section 3 sha11 be permissible.
3. M-AT TAL. Calcium chloride shall meet the follo-:i:a require_e:ts for the-ical'
cc=--osition and gradatic_.
a. Calcium Chloride (Type 1, Regular Flake Calcium Chloride)
(1) Che=ical Com_ositica
Calci; -- cal oride, CaC12 (arlydreus),
=in. tier ce=t . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . "7
Total a'ia'i C1lorides calculate,-7—
as NEC!, Z7--.C. p_= Cent . . . . . . . . .. . . . . . . . . . . . . . . .. . . . . . . . 2.0
Total *-=^es_ _. as 212,
:-. x. .er cent . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . C.5
3
Gt:er i-- -ities, .(not• i:.cludir� ate=)
r:ax. ter cent . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1.0
(2) Gradat-fc. V en t2°_ted by la--orato-.r s1eves, it c=all =eetu t=e ic2—'c W-
P=ss� C 3/8--=c'- sieve, per ct.it 110
Passing 11 4 sieve, min. per cent . . . . . . . . . . . . . . . .. . . . . �0
rassi_ _ i+c. 20 s=eve, ma:_. per cent . . . . . . . . . . . . . . . . . . . . .0
b. CGlciu= C'rl ori.^._° (T)7e 2, Ccncentrate= =1�!ci 2'�}?4� C:
(1) Cherical Cor_csitic::
CalCiu--rCzllCriCE, CcCL2 (a�yd:CUS),
m-n. ter cent . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . c�
r'LCta- cal culctEG
as MtiaCl, r-.ax. per cent .. . . . . . . . . . . . . . . . . . . .. . . . . . . . . 5.0
Total r--9---:esi= as 2•Lb-L12,
max. per cent . . . .. . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.5
Otte:- :urities, (not i:c?udi— -water)
ar.x. per cent . . . . .. . . . . . . . . . . . .'... . . . . . . 6 . . . . .. ... . .. . . . 1.0
(2) Gr=lGticr_. wren tested by laccrato:r s_e-les, it shall neet the y'cl l ou-
inr M•
C•G.�.�'•n,"`.. /V-���.• sie.re, yE= ce :. . . . . . . . . . . . . . . . . . . . . . . . 1c
Passing :Io. 4 sieve, n�r per cent. . . . . . . . . . . . . . . . .
Pass�- :.:D. 20 sieve, =7. per cent 10
1'
PACCZIG YA.FK2,--G Page 2
a. The calcium chloride may be delivered in t`c:st.�re�reof bags containing
not more than 100 lb. escc, or it =.y be delivered in bulk in tan,, cars,
ccve_e hcc=er cars, or covered tracks . b•,"- s i_c=e^ts shall be used
—ediately u:on arrival at destination.
b. The name of the manufacturer, name of the product, net weiE-ht, and Percent-
age of calcium chloride guaranteed by the manufacturer shall be legibly
marked cz* each certainer except in the case of bilk shi_ments where this
i--for=.-tion shall be sho;.-n on the invoice.
5. A-1=1ATE MATE IAL. Unless other--rise specified in the Proposal, the total
quantity of calcium chloride shall be based on using Tye
1, regular flake calcium chloride having a guaranteed ar-Hydrous calcium chloride
cont'emt, by. weight; -of 77 Per cent.
when the Proposal per=its alternate types of calcium c h'cride, the bids shall
be ccmmared on the basis of the guaranteed anhydrous ?or_de content, using
ratio of 94 for T,fpe 2 to 77 for Tyre 1.
6. CO'L L ,TIGY OF 3=S. In commuting the low bid en calciu c—or, f.o.b.
destLnation_, when bids are received for alternate fcz-.s,
the g,_:.==anteed percentages of anhydrous chloride of 77 for calcites, c_icr de
Ty-
.�e 1 and 94 for calc-f= cylor_c_ Type 2 will i be a_z= i ec (1) to bete t_^.e unit
bid price f.o.b. poimt of origin and to the freight rate _er tcn from rai=t of
cr lain to desti_---:tics, :Then the bid is sub=itted in th at m✓:her; or (2) to the
umit bid price fcr f.o.b. dest_:.atiem delivery, when the bid is sLbmitted in
that ja: ner.
7. =EOD OF t�4Su.-=`�vT. Calc--;=- c_l.or_de shah be _ens—e= by weight, tie unit
Of me=s:_-e_e:t ceing the tcn.
8. E;S_S OF F�':` =r The =terial will be l=aid for at the contract unit price per
ton for z~i.=ishin-g am Transuc: Calc_.:.m c~- cr_ce.
Effective June 3, 1,057
(This s_eci:ica l io su:.ersedes Se--_a_ 33-5T)
Fcrm
State of Illinois
( Department of Transportation
Division of Highways
Sprinqfield, Illinois
SPECIFICATIONS
FOR
BREAKAWAY "U" METAL POSTS FOR SIGNS
Serial Number: M 125-89
1 . DESCRIPTION: These soecifications cover breakway galvanized steel
posts utilizing separate uooer base post sections coupled with a -
retainer strap for use in erecting highway signs. The posts and
retaininq strap shall be "EZE-ERECT" manufactured by Franklin
Steel Company or approved equal .
- The posts and method of coupling shall be certified as meetinq the
requirements of FH'WA Notice N5040.20, dated July 14, 1976, with a"
change in momentum of 750 oounds oer second or less .
Test data shall be furnished indicating that, in most instances,
the base post remains usable after the upper post has been broken
off. The test data shall also -ndicate that the retaining strap
re,nains attached to both the uooer and base posts after impact,
causing the upper oost to fall under an inoactinq vehicle.
MATERIALS
2. FOSS : Posts shall be rolled fro- high-streneth, hot-rolled steel
conforminq to ASTX. C`sicration A . 499, �indif 4 e to 60,000 psi
minir„u.m tensile or Poual .
3. RETAINER STRAP : The s t r a o shall he fabricated from AISI 1020
steel .
4 . BOLTS AND NUTS: Bolts Shall he 3/8 -16 UNC x 2 inches long, hex
haad, flanged bolts , AST : A 354 ,; Grade BD (Grade 8) . Nuts shall
be hex head, flar,aFt;
Serial Number: N 125-89 Page 2 of-2
with tolerances of +' 1 .0" on the lo-�er posts and 1 .5" on the uoper -
o0sts.
7. WEIGHT : The weight of the posts, per foot of length, may have a
tolerance of + 3.5 percent.
8. PUNCHING: The base oost shall be punched with 7/16" diameter
holes , 1" centers, 18 holes, with the first hole 1" from the too.
The base post shall be oointed.
The uoper post shall be punched with 7116" diameter holes, 1"
centers, full length, with the first hole 1 " from the too of the
oust and the last hole 112" from the bottom of the post.
9. GALVANIZING : The oasts and reta:r.inq straos shall be galvanized
to conform to AST : A 123. The weight of the galvanizinq shall
averaqe 2.0 ounces oer souare foot of actual surface and shall be
not less than 1 .8 ounces. All ealvanizinq shall be done after
fabrication and_ ounchinq has been completed.
Bolts and nuts shall be mechanically qalvanized to ASTM B 695, .
Class 25.
10. WORKMANSHIP AND FINISH: The oosts shall , be symmetrical and well
formed. They shall he free fro-r- injurious defects which will
impair their strength or aooearance. The zinc coating on the
steel posts shall be free from such imperfections as lumps,
hlisters, uncoated soots, dross, and flux. all holes and sheared
ends shall he co-mercially free of burrs .
11 . TENS10r; TESTS : The tensile orooerties of the metals shall be
do:Er—nined in accordance with AST!: A 370.
12. SA.?iPLES AN I14SPECTIOh: The vendor Shall :furnish, free of charge,
all ful1-si7F Soec:mens r.eCPStarY fnr performino the tests . All
c,nsts shall hp 'nsoe(:tFn by the il2oart^ent of Transoortat ion for co,7--oliance with the SoFcificat'on s. The inspection may be
Gerf, rnetl uGGr the f;:rr•`s`:r,` U.)StS s!1hsF011Pnt to delivery Or dt
,h-F L,1ace of m.an ifa'cture. at thr 00t'on Of the Deoartment of
Trar.soortdtion. Any insoector reGresEnCina the D2✓artment shall
have free r-ntry to the oasts of the manufacturer' s plant which
concern the prnduCt`nn of the L,nCt S.
13 . YE,IECTIOtt . Failure of the UnstS to r..P�t any of the rPou'rements
of• these spec;f ications will hp cause for rejection.
14 , PAC-,VAG;NG : Posts shall he securely bundled with 4 or more Steel
straps and shall wFiah aDorox ;mately 2,000 pounds per bundle.
This s�ec '•fication is effective
t40v pe
e", r 16, 1989, and suoersedes
Seriai -f,j,7;:)er M. 125-83, dated July 19fi3.
.r FLANGED CILI,\'\`_'T ?' Z'J7ERTrS
FF� GttT DCIE\SION5 .l_`Z�l X-\ A\b Y-Y AXIS T• ,.�,. .,g.. ( .. .D.. IN= I (I1�1 S On I (In') S (In'I I t
t •, � 3.1'_5 1.350 .6''S .T;B .:.13 � .350 .551 I .JSJ
0 � t
_:
;_00 1.750 3.500 1.E71 1 .713 1.190 — 50-J. 5F0 j 1.190 1.0°0
. +3 }c - I
±_ Go�c—lb 5ectilon t I'i
Y Signpost
C
j I Hex. head, flcnge bo,t�
Gnd IGcknut 4 req'd.
i x t tifij �j �
li
nalciner spccar s.rcp---->—LL'— -
• �--'' `
1" for 2.3 1b./ 1 .12" for 4.0 lb. i 8asepcst
_ T
all
CD
t �
v r
J,
I_ ,
-^ 211
II t ij°fi Ln — -
_T �t I
t
U T
_ 11 S - SL FvST S FJ S T
.-J L25 r
, .
: 1 _
EX. HEAD -[NTEGR-,L �L�,�;G :
l'��-�� _ ca STIR GO LT AND LOCr\i;U
At : S SPACER Si
I
_t x
op 1 300 min,
E E i f12) ROAD
CONSTRUCTION END
n o I NEXT X MILES 1CONSTRUCTION
d R 1 G20-1(0)-6036 G20-2(0)-6024
1
This signing is required for all DroJects over
1 300 min. 3200 m 12 miles) or more In length.
Type A JW Max. I 150 max. max. Type A (121
flasher l6) �I f61 RII-2 161 flasher I RIl-4 ROAD CONSTRUCTION NEXT X MILES sign shall
be placed ISO m(5001)In advance of project.
ROAD ROAD aoseb ROAD ttsscs
1 CLOSED Ia TO
END CONSTRUCTION elpn shall be erected
Twu TRAFFIC TRRU TRArFic of the of the job unless another Job Is within
Edge of 3200 m 12 miles).
` shoulder '
Pavement '%—Pavement
WORK LIMIT SIGNING
ROAD CLOSED TO ALL TRAFFIC ROAD CLOSED TO ALL TFitU TRAFFIC
Reflectorized striping may be omitted on the Reflectorized striping shall appear on both
bock aide of the barricades. The barricades shall sides of the borrlcadea. The barricades shall
be to the edge of the ahoulders except when be to the edge of the pavement except
otherwise directed by the Engineer or shown on when otherwise directed by the Engineer or
the detailed construction plans. shown on the detailed construction plans.
Type A monodlrectlonal
flashing light
TYPICAL APPLI ATIONS OF *hen (6'1 min.
6 n 029 max.
TYPE III BARRICADES CLOSING A ROAD min
> L - = 2n mo
100x100 (4x4)
g nom. wood pos _2 Edge of l4'1
o E pavement Tripod 2
2.4 n min ! or face E
181) o of curb
1. n min. I o '� o N t
2 m min _ _
14'1 E 1,5 n(5')min.
lg q .... Elevation of edge
d Paved shoulder embedment �( Elevation of edge
n E �y Q of pavement of pavement
s TYPICAL SIGN INSTALLATIONS
z
E E E
J L GENERAL NOTES
t * When curb or Paved shoulder are present
this dimension shall be 600 mm 124'1 to the
face of curb or 1.8 m (611 to the outside
TYPE A TYPE 8 TYPE C edge of the paved shoulder.
ROOF MOUNTED ROOF OR TRAILER MOIA)TED TRAILER MOUNTED All heights shown aholl be measured above
the pavement surface.
M dlmen@lons are In nditmeter& (Inch@&)
ARROW BOARDS urge" otherwise shown.
DATE REVISIONS
®Ir'+d.a.00-�.»nt u�t.wyoortc�wn 1-1-9T Renum. Standard 2298-12. TRAFFIC CONTROL
Revised construction DEVICES
[MR0 11qma`- speed limit sign. (Shoat! of 3)
10-1-95 Rev. height above av't
Nvoo m m' for TYPE 6 arrow board.
STANDARD 702001
too 1�SO 300 flashing light Irectionol
136) I 16-121 .e A t
2.1 nt
When Workers Present (AMEN I Strobe 111=250(10)
R2-1107 (0)-3624 woraT is light
(Block on orange) PfvSsm
11(
Typical 12 m
SPEED $N �, (41 sign
Speed Limit 45 UNIT E i
R2-1-3648 i
(Black on white) 45
1150 Fine Minimum v 6 ;
121-1I07A-3618 SM FINE Frames (4x41 be no h(ov)er thorn - ( 1
(Block on white) M*WA AU 100x100 (4x4)(nom. dim.) wood or Edge of
5OxSOx3(2x2x steel tubing or
J SOxSOxS(2x2x A)steel angles pavement
`E I- - - - - - - _ I L - - - - - - ' Rigid 75(3)
pvc pipe
Pavement n — - - — - - — x — - - — - -
o I
E 1
in
CONSTRUCTION SPEED LIMIT SIGN
"W OR METAL SUPPORTS PVC PIPE SUPPORTS
GM: WING BARRICADES
A <24I
min
171
Weep hole(
5�
4 (251 (2 I{ Construction advance
O J
60 Mt 60 * ni warning signs
(20-0''11 1200 00'`11 1200')
4A w
p 4 One or two
PLAN le piece bane
A (25'1
4 = ' (5'1_ FLEXIBLE DELINEATORS
lly.) Face may be stepped
or smooth
k-� Traffic
� N °Ilnlndona are N feMR,itiri /NC+1a1
unle"otherwl" shorn.
Epoxy Channels _I
®llv�ols D wt�,of 7—por,a,lm (312) TRAFFIC CONTROL
1
v,+aw(_ ,„, TYPICAL INSTALLATION DEVICES
I SECTION A-A (Sheaf 2 of 3)
TEMPORARY RUMBLE STRIPS
STANDARD 702001
8 16 n (121 max.
12 m l41 min.
m 8
124)
� N E
C4 a c-
�pp I I !10
6t'f�"h, r
r�Centerline
v
1 n —
of support o g ngtf h
Optional unstriped 64y,bbl
bottom rail
100x100
TYPE IA BARRICADE TYPE 1 BARRICADE TYPE II BARRICADE (4x4) SOxSOxS (2x2x 1 Angle
50 x 50 x (2x2x'/e) tubing
SOx100 (2x4)
E _ l2 per support)
GOO S. ,
(24) 0 4SO min.
(12) — (18) ]00 Tubing welded
17S 1 112) ----to base
151 111
150 150
1 (6) . 16)
I
200 (8) Federal series C ly
180 17) Federal series B 450 Bose
Steel plates 1181
(When 1 S m
specified)
1.6m 15')
( Ol t) ———— ) TYPICAL MOOD SUPPORT TYPICAL STEEL SUPPORT
15
TYPE III BARRICADES
E
R I 4SO min
3 h .
O 10(%)les la— I 450x450 Orange flops
� M 118x18) 1181
IN
w
e. �
sp
STAFF FI }IT SIDE_ REVERSE SIDE =100-ISO(4-6)
FLAQER TUFFIC ROL SIGN d (IF SPECIFIED) DRUMS AND SAND MODULE
IMPACT ATTENUATORS
(12) Y M m
min M CImMSIOns orb N otlNMters flnCMs!
(4 9i� I�T Q a 13) unkm attwwl" shorn.
E (4)--� m
isa.® D. t-t,t Tr�t,t, N g TRAFFIC CONTROL 4
AM&M „T Orange orange DEVICES
HIGH LEVEL WARNING DEVICE (sneer 3 of 3)
LIGKLR OF
VERTICAL PANELS REFLECTORIZED CONES CONES STANDARD 702001
Illinois Department of Transportation
Division of Highways/ District 3
700 East Norris Drive/ Ottawa, Illinois/61350-0697
Telephone 815/434-6131
March 10, 1999
Mrs. Deborah Simmons
City Clerk
111 W. Fox Street - Suite 3
Yorkville, IL 60560
CITY-MFT
Yorkville
Section 99-00000-00-GM
Dear Mrs. Simmons:
The resolution adopted by the City Council of Yorkville on February 25, 1999
appropriating $15,850.00 of Motor Fuel Tax funds for the maintenance of
streets and highways in the city from January 1, 1999 to April 30, 1999 was
approved today.
The municipal estimate of maintenance costs for $15,850.00 and the
maintenance papers were also approved today. This maintenance program is
approved with the understanding that any claims for labor and equipment for
day labor routine maintenance will be on file and available for audit.
Authorization to expend $15,850.00 of Motor Fuel Tax funds for this section
has been approved and should appear on the city's next Motor Fuel Tax
computer printout.
Bids are required for purchases of materials if the expenditures exceed
$10,000 during any calendar year either (1) for the same type of material, or
(2) from any one vendor if the purchase includes the placement or
incorporation of the material.
Sincerely,
James J. Jereb
District Engir
f � ,
i`
By;/Bruce A. Hucker
District Local Roads & Streets Engineer
cc: Debra Baxter, MFT Auditor
Joe Wywrot, City Engineer
JT:bbNork