Resolution 1997-14 Illinois Department Resolution for Maintena. : of Streets and Highways
•of Transportation By Municipality Under the Illinois Highway Code
BE IT RESOLVED, by the }~flavor & City Council of the
(Council or President and Board of Trustees)
City of Yorkville , Illinois,that there is hereby
(City,Town or Village) (Name)
appropriated the sum of$3, 000. 00 of Motor Fuel Tax funds for the purpose of maintaining
streets and highways under the applicable provisions of the Illinois Highway Code,from January 1, 199.7-
to December 31, 19-9--,L-.
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 0:tAawa , Illinois.
Mr.
I, Miss DPbbi,e Simmons Clerk in and forthe Litt,
Mrs. (City,Town or Village)
of 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 Auctust 28 , 1997
(Council or President and Board of Trustees)
IN TESTIMONY WHEREOF, I have hereunto set my hand and seal this day of
A.D. 19
(SEAL) L� S)j.Q2Lgj.E �- — Clerk
(City,Town or Village)
APPROVED
19—
Department of Transportation
District Engineer
1
BLR 4123(Rev.6/87)
IL 494-0354
Illinois Department Municipal Estimate of
of Transportation Maintenance Costs
Period from January 1, 199.4—,to December 31, 19 97 Municipality Yorkville
Estimated Cost of Maintenance Operations
Material,Equipment or Labor Operation
Maintenance Operation Quantity Unit Amount Cost
(No.-Description-Total Quantity) Item and Specification Reference and Unit Cost
Gravel Pate-hing (77 Crnshecl Stone 0 9860. 00
' Ri t»mi nrni^ Pat A
R++-j1Md,nnjiQ Not pn*t-b 1 13 00 4950
0 9850- 00-
1
Q
— eeva� 0. 35 1050.. 0 11046. Q7 cium Chloride TL_ ..x-d Ca 50 Gal. 600. 0
R r Pt Ciirh Mark;4Li treat n
� tinp.., nn
Cignc Cinn Unctc___ - -- - - "i" "'�" girrnc 0
Q
n 7SRn- nn
Total Estimated Maintenance Cost – 38536. 00
Sub. , 19 Approved 1 19
By `
Municipa icial tle District Engineer
Submit Four(4) Copies to District Engineer
BLR-8202(Rev.5/90)
9:4Z F
W ME
EWA 0.
me
• ff � Dep., u, e t
• of Trzin5p� Special Provisions
The following Special Provisions supplement the"Standard Specifications for the Road
and Bridge Construction,"adopted July 1, 1994
the "Supplemental Specifications and' Recurring Special Provisions," adopted
February 1, 1996 (as indicated on the check Sheet jnclu�edll�el in),
the"Standard Specifications for Traffic Control Items,"adopted November ,
and the latest edition of the "Illinois Manual on Uniform Traffic Control Devices for
Streets and Highways" in effect on the date of invitation for bids. These special
provisions iDgl(�cl�cl he%�%Apply to and govern the proposed improvement designated
as Section y UUU uu UU and in case of conflict with any part or parts of said
specifications,said special provisions shall take precedent and shall govern.
BLR 5709 (Rev.3/87)
CHECK SHEET
FOR
RECURRING SPECIAL PROVISIONS
Adopted February 1, 1996
This Check Sheet contains a listing of RECURRING SPECIAL PROVISIONS which supplement the"Standard
Specifications for Road and Bridge Construction". adopted July 1, 1994.
CHECK SHEET #
1 R.R. Protection Liability Form (Eff. 6-10-58) (Rev. 9-29-67)
2 State Required Contract Provisions All Federal -aid Construction Contracts (Eff.2-1-69) (Rev. 10-1-83)
3 Specific Equal Employment Opportunity Responsibilities NonFederal- aid Contracts (Eff. 3-20-69) (Rev. 1-1-94)
4 Required Provisions - State Contracts (Eff. 4-1-65) (Rev. 4-1-93)
5 Asphalt Quantities and Cost Reviews (Eff.7-1-88)
6 Subletting of Contracts (Federal Aid Contracts) (Eff. 1-1-88) (Rev. 5-1-93)
7 Grading and Shaping Ditches (Eff. 5-1-93)
8 Earthwork (Eff. 7-1-94) (Rev. 2-1-95)
9 Construction Layout Stakes Except for Structure (Eff. 5-1-93) (Rev. 8-1-93)
10 Construction Layout Stakes (Eff. 5-1-93) (Rev. 8-1-93)
11 Controlled Low - Strength Material (CLSM) (Eff. 1-1-90) (Rev. 2-1-96)
12 Bituminous Surface Removal (Cold Milling) (Eff. 11-1-87) (Rev. 4-15-91)
13 Bituminous Surface Treatments Half - Smart (Eff. 7-1-93) (Rev. 8-1-93)
14 Subsealing of Concrete Pavements (Eff. 11-1-84).(Rev. 2-1-95)
15 Asphaltic Emulsion Slurry Seal and Fibrated Asphaltic Emulsion Slurry Seal (Eff. 8-1-89) (Rev. 10-1-90)
16 Polyrnor Modified Emulsified Asphalt (Eff. 5.15-89)
17 Reserved
'18 Pipe Underdrains. CA If;. Without Fabric Envelope (Elf. 8-1-93) (Rev. 6-30-94)
3 Pipet Undar(lrlins (E:ff. :i cl 87) (Etpv. 6.30-94)
20 Rese:rvod
21 Cill(ALIM Nitrite G rroston Inhibitor (.Eff. 3-1-80) (Rev. 6-1-90)
22 Sant! Moouicr lmp;i :t Attr:nuat0rs (Eff. 10-15-76) (Rev. 7-1-95)
23 Traffic H.-trnc•r Firrrninal Typo 30 (G.R.E;.A.T. SYSTEM) (Eff. 10-1-86)
24 Uf Piwem2nt Markincl Ouanhties (Eff. 7-1-87)
25 Reserved
26 Reserved
27 Bicycle Racks (Eff. 4-1-941 (Rev. 2-1-95)
28 Class A Patches (Elf. 8-1-94)
29 Pipe Elbows and Tees (Eft. 6-30-94) (Rev. 8-1-94)
30 National Pollutant Discharge Elimination System Permit (Eff. 7-1-94)
31 Haul Road Stream Crossings, Other Temporary Stream Crossings,
arid In-Stream Work Pads (Eff. 1-2-92) (Rev. 6-30-94)
32 Give ern a Brake Sign (Eff. 8-1-89) (Rev. 8-1-91)
33 Portable Changeable Message Signs (Eff. 11-1-93) (Rev. 2-1-96)
34 Reserved
35 Precast Prestressed Concrete Sight Screen (Eff. 6.30-94)
36 Chain Link Fehce Sight Screen (Eft. 6-30-94)
37 Wood Fence Sight Screen (Eff. 6-30-94)
38 Reserved
39 Breakaway Sign Posts (Eff. 6-30.94)
40 P<.:ve ment f'atchinq with E•3itUrnintws Surface Removal (Eff 10-1-94)
41 X At1 r',radatinn Control ',;VS!---rn (Eff. 7-1-95)
'2 Prntrtcnvr• Shrr)Id Syste�nT fE=ff 11-';5) (fZev ii-1-95)
T;:sl•, Usrntl tho 5 in ! 16f! . Str+rrht(!dge (Eff. 11 1 941
44 F r;:ffi . li.un rr T:•rn:inal I ypt- t :,•:<:rat {Eff. 8 1-94)
45 T.:tffu: i;,:rriof Trot meal 1 yf)Ei ;i (Eff 8-1-94)
46 11 • ,,t, xtilr Fabrrt. f,,r !?::r!r:.ad CmSSrnq (Eff 1 1 95)
47 I?it:r ;;rfa:: I?• rnnv :� .., I':;h:h •s Flt 10.1-95)
so-oal-
State of Illinois
I DEPARTMENT OF TRANSPORTATION
SPECIAL PROVISION
FOR
EMPLOYMENT 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.
11. EQUAL EMPLOWENT 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 or mental
_ handicap or unfavorable discharge from military service, and further that it will examine all job
classifications 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 employees in order to perform this contract or any portion
hereof, it will determine the availability of minorities and women in the area(s) fror.. w'lich it
may reasonably recruit and it will hire for each job classification for which employees are hired
in such a way that minorities and women are not underutilized.
(3) That, in all solicitations or advertisements for employees placed by It or on its behalf, it
will state that all applicants will be afforded equal opportunity without discrimination 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 organization or representative of w:rkers with which it has or
is bound by a collective bargaining or other agreement or understanding, a notice advising such
labor organization or representative of the contractor's obligations under the Illinois Hu.ran
Rights Act and the Department's Rules and Regulations. If any such labor organization or
representative fails or refuses to cooperate with the contractor in its efforts to comply with
such Act and Rules and Regulations, the contractor will promptly so notify the Illinois Department
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 from time to time t requester by the
Department or the contracting agency, and in all respects comply with tits Illinois Human Fights
Act and the Department's Rules and Regulations.
(6) That it will permit access to all relevant books, records, accounts and work sites by
personnel of the contracting agency and the Illinois Department of Human Rights for purposes of
Investigation to ascertain compliance 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 will be bindin, upon every such St:-contractor. In the sane
manner as with other provisions of this contract, the contractor will be liable for eom;.Iience
with applicable provisions of this clause by all its subcontractors; and further it will promptly
notify the contracting agency and the Illinois Le,••artment of Human Rights in the ev&nl any
subcontractor fails or refuses to comply there itt,. In addition, the Contractor will not utilize
any Subcontractor declared by the Illinois Hua._n Rights Com:.ission to be Ineligible for contracis
or subcontracts with the Star of Illinois or any of its poliiicel subdivisions or co nieipal
corporations.
LR 120
State of Illinois
Department of Transportation
Division of Highways
Springfield
SPECIFICATIONS
FOR
BITUMINOUS MIXTURES FOR MAINTENANCE USE
EMULSIFIED ASPHALT TYPE
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 0F., 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) Bit ominous 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%) Coarse Fine
Binder Mixture Surface Mixture Surface Mixture Surface Mixture
Percent Passing Sieves
3/4 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 CBAE-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
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) Laare9ate
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. PLANT AND 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 point 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 3/8" to No. 10 3/8" to No. 200
1/2" 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 0-6.0 0-6.0
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%)
Percent Passing Sieve Nominal Size
Alternate Alternate Alternate
1/2" to No. 200 3/8" to No. 10 3/8" to No. 200
1/2" 95-100 — --
3/8" -- 100 100
No. 4 50-75 20-65 25-65
No. 10 35-50 0-15 15-30
No. 40 5-25 — 5-15
No. 200 0-5.0 0-6.0 0-5.0
Residual Bitumen,
(Includes Additive)% 4.0-6.0 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
Bureau of Local Roads and Streets
SPECIFICATION
FOR
ROCK SALT (SODIUM CHLORIDE)
All references to Sections or Articles in this specification shall be
construed to mean a specific Section or Article of the Standard Specifications
for Road and Bridge Construction, adopted by the Department of Transportation.-
DESCRIPTION. This item shall consist of furnishing rock salt (sodium chloride)
in bins or stockpiles at location designated in the Proposal .
MATERIALS. Material shall meet the requirements of Article 713.02 of the
Standard Specifications except that the gradation shall be as follows:
Passing 12.5 mm (1/2 inch) sieve . . . . . . . . . . . . . . . . . 100%
Passing 9.5 mm (3/8 inch) sieve . . . . . . . . . . . . 95 to 100%
Passing 4.75 mm (No. 4) sieve . . . . . . . . . . . . . . 20 to 90%
Passing 2.36 mm (No. 8) sieve . . . . . . . . . . . . . . 10 to 60%
Passing 600 micron (No. 30) sieve . . . . . . . . . . . . 0 to 10% '
Permissible Variations - A 5 percentage point tolerance on each sieve, except
the 12.5 mm and 9.5 mm (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 Rock Salt 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.
The sodium chloride (NaCI) content shall be not less than 96.0%.
Permissible Variation - A 0.5% tolerance in the content of sodium chloride
(NaCl) from the prescribed chemical composition shall be permissible for
samples taken at destination.
The Department reserves the right accept hdelivery
sodiuoChRorkde Salt
(NaCI )which,
content
according to analysis by the Department, as a m
of less than 96.0 percent, but is not less than 90.0 percent. When such
exceptions are allowed, payment will be adjusted.
LR 726
(Rev. 7-94)
Sheet 1 of 2
METHOD OF MEASUREMENT. Rock Salt will be measured by the metric ton (ton).
BASIS OF PAYMENT. This work will be paid for at the contract unit price per
metric ton (ton) for furnishing and transporting ROCK SALT based on the sodium
chloride content. Payment will be in accordance with the following schedule
NaCl Content 96% to 100% Net Bid price per metric ton (ton).
NaCl Content 95%' to 96% Bid price less $0.50 per metric ton (ton) .
NaCl Content 94% to 95% Bid price less $2.00 per metric ton (ton).
NaCl Content 90% to 94% Bid price less $4.00 per metric ton (ton) .
Material with less than 90% sodium chloride will be rejected.
LR 726
(Rev. 7-94)
Sheet 2 of 2
_�. State of Illinois
,apartment 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.The obligation 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 reoular
work days and working hours, except when special arrangements 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 amounts that r:-ill 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. Venders 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 nave of the manufacturer and the net weight shall be shown
on the outside of each bag.
"L
jI . 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 1/2 inch (12.5 mm. ) sieve, . .. .. . . . . 100%
g -
Passing a 3/8 inch (9.5 mm) sieve, . . . . .. . . . . 95 to 100%?0 to 90%
Passing a No. 4 (4.75 mm) sieve. .. . . . . . . . . . .
Passing a No. 8 (2.36 mm) sieve. . . . . . . . . . . . . 10 to 60%
Passing a No. .30 (600 um) sieve. .. . . . . . . . . . . 0 to 10%
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 (NaCI ) content shall be not less than
96.OA.
Permissible Variation - A 0.5% tolerance in the content of sodium
chloride (N2CI) 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 (NaCI ) content of less than 96.0 percent, but is not less
than 90.0 percent. When such reservation is applied, pa -ment 'will
be made on the following basis:
(1) When sodium chloride (NaCI) content is less than specification
requirements, but is not less than 95.0 percent: Quoted price
f.o.b. county or destination - Less $0.50 per ton.
(2) When
issodium
lesschloride
than 94.0l less
than 95.0 percent
percent: Quoted price f.o.b. county
or destination - Less $2.00 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
t 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
Dega.tsent of P.:blic Works and Buildings
Division Of ElgjW8ys
SPECIFICATIONS FOR CALCMM C. _�OR E
Serial Ku=ber: M 33-i7
1. DESCRIPTION. This specification covers furnishing and transporting calciu=
chloride.
2. SA2•'L?;G AND, TES_E-:G. Calciu` &-lor idle shall be sa`._oled and tested in accord-
ance With the latest standard methods of the Aser{can
Society for Testing Materials. Iff the rateria'_ is saypled alter delivery, a
3 per cent variation in content of CaC12 from the chemical composition pre-
scribed in Section 3 shall be permissible.
3:-' YAT.r"RIAL. Calcium chloride shall meet the follo-wing require=eats for chemical,
composition and gradation.
a. Calcium Chloride (Type 1, Reg-.:lar Flake Calcium Chloride)
(1) Chemical Com:osi�lcn
Calcium chloride, CaC12 (an ycrcus),
sin. per ce nt ... ... .... . . . . .. .. .. . .. . . . . .. . .. ... . ... . . .
Teta'_ a!kal i c-hlorides calculated;
as NaCl, srx. per cent . . . .. .. 0 .. . . . . .. . . . . . . . ..... .. . . . 2.0
Total =a�:_es=._. as 2. 12,
sax. per cent . . . . . . . . . .... . . . . . . . 0.5
Other ;-,-.:-it'_es, •(act, i^.c?Ldi:g vat-e:)
rax. 1 .. . . . . . .. . . . ... . 1.0
per cent . . . .. . . . . . . . ... . .
(2) Gradation. V en tested by laborate-r sieves, it shall meet the "c11--w-
, g
L-.
Pas s ir.g 3/8 _^_c:. sieve, pe: ctn'. . . . . . . . . . . . . .. .. . . . .. . . 100
Passir.� No. k sieve min. per cent . ... . . . . . .. .. . . 80
Passing iic. 20 sieve, max. per cent . ... . . . . . . . .. . .. . . . . 10
b. Ca'_ci= Crl oric-e (TyTe 2, CCnce_^_trate; Flare, 'ra_i?e- cr ct1ter Granular
Ca—' c--'= r 'e)
(1) Che=?cal Ccn:csitic::
Calc_'� chloride, CaC12 (anhydrous),
, in. pe: cent . . . . . .
Tcta_ a'''rall c.s crides, ca1c:21Gie=
as IvaC1, max. per cent ...... . .. . . 5.0
Total Lag_.esi•.3._ as M.&C12,
max. per cent .. . .. ... .. . . . . . . . .. .. . . . .. . . . .. . . . .... ... . . 0.5
Other i_-:ur=ties, •(not i_:cludinz :rater)
srx. per cent . .. . ... . . . . . .. ... .....I. . . . . .. .... ........... . 1.0
(2) Gradaticr_. T;rem tested by laboratory sieves, it shall =eet the fci?oW-
ing
Psssi^c 3/8-Lich sieve, per cent . . . ... . . . . . . . .. ... . ... . 100
Pas s_ng ,tc. + sieve) sin per
cent' .. .. . .. . . . . . ..... ... . 80
sass=-.r 23 sieve, i. per coif . ... . . . . . . ...... .. . . 10 '
4. PACKZIG AND MAPKIP;G
Page 2
a. The calcium chloride nay be delivered in mcistareproof bags containing
not more than 100 lb. each, or it my be delivered in b�.:Lk in tar's cars,
covere hc::er cars, or covered trucks. Bulk sr?_ments shall be used
immediately upon arrival at destination.
b. The name of the manufacturer, name of the product, net weight, and percent-
age of calcium chloride guaranteed by the manufacturer shall be legibly
marked en each container except in the case of bulk shipments where this
information shall be sho,..'n on the invoice.
5. ALT=,IATE N_ATM AL. Unless otherwise specified in the ?=•opesal, the total
quantity of calcium chloride shall be based on using Type
1, regular flake calcium chloride having a guaranteed anhydrous calcium chloride
content, •by. weight; -of 77 per cent.
When the Proposal per--its alternate types of calciur c 1 cride, the bids shall
be cc=pared on the basis of the guaranteed anhydrous chloride content, using
ratio of 94 for Type 2 to 77 for Type 1.
6. C01-MUTATION OF B=S. In cerputing the low bid en calc_= chloride f.o.b.
desti-naticn, when bids are received for alternate for--s,
the guaranteed percentages of an.ydrous chlor_ce of 77 for calcium c'alcride
Tyre 1 and 04 for calci,= chloride Type 2 will be at_lied (1) to both the unit
bid price f.o.b. point of origin and to the freight .ate ner tcn from poi_t of
origin to desti_aticn, when the bid is submitted in tat =,ner; or (2) to the
unit bid price for f.o.b. dest_natien deliver,;, who: the bid is sLbmi„�eC in
that canner. •
7. ==0D OF ta'SS RI_%Ev'T. Calc=u= chloride shall be mews_e^ by welig t the ur�l
- , -V
Of measrr e=e nt being the ten.
8- EAS=S OF The r:aerial will be paid fcr at the cc^t:act unit price per
tcn for Pjrnishirg and Trans_crtig Calcium C'-,lcrfde.
Effective Ju.-:e 3, 1957
(This s_eci:�catic^ supersedes Serial Piuycer M 33-54)
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 specifications cover breakway galvanized steel
posts utilizinq separate uDDer base post sections coupled with a
retainer strao for use in erectinq hiqhway signs. The posts and
retaining strap shall be "EZE-ERECT" manufactured by Franklin
Steel Company or approved ecual .
- The posts and method of couolinq shall be certified as meetinq the
reouirements of FHWA Notice N5040.20, dated Julv la, 1976, with a'
change in momentum of 750 pounds Der 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
t remains attached to both the upper and base posts after impact,
causino the uDoer Dost to fall under an ir,,Dactinq vehicle.
MATERIALS -
2. POSTS: Posts Shall be rolled from hick-strencth, hot-rolled steel
conforminq to ASTM. Desicnation A . 499, modified to 60,000 Psi
minirum tensile or eoual .
3. RETAINER STRAP : The strap shall he fabricated from AISI ' 1020
steel .
4 . BOLTS AND NUTS: Bolts shall he 3/8 -16 UNC x 2 inches long, hex
head, flanged bolts, ASTM A 354, Grade BD (Grade 8) . Nuts shall
he hex head, f lari;]Ft; lock niit, 3/8 -16 U'<C, ASTM A 563; Grade D.
FABRICATION AND FINISH
5. CROSS SECTION: The cross section of the Posts shall be a flanqed
channel , the nom;nal d'.mensions of which shall conform to those
Shna:n on the n.taChPrl draw'nr1 fnr the tvOF. or tYDes. of posts
SDeC if ied. 'Qn v�r �nr.F W411 hF allo�Fd nn the DOStS' CrOSS
SeCtiOn P.xceLt ac, note, herP'r..
6. LEf,GTH: The lencth of 4 .0n-Do'ir-d and 2.50-DOund uDDer posts Shall
hE aS Specifipd. The lenoth ^f the 4.00-bound base posts shall be
3'6" , and the lencth of the 2.50-001ind base Posts Shall he 410„
Serial Number: M 125-89 Page 2 of-2 .
with tolerances of + 1 .0" on the lower. posts and 1 .5" on the upper -
posts.
7. HEIGHT: The weight of the posts, Der foot of length, may have a
tolerance of + 3.5 percent.
8. PUNCHING: The base Post shall be punched with 7/16" diameter
holes, 1" centers, 18 holes, with the first hole 1" from the top.
The base post shall be pointed.
The uooer post shall be punched with 7/16" diameter holes, 1"
centers, full 1 enqth, with the f irst hole 1" from the too of the
Post and the last hole 112" from the bottom of the Post.
9. GALVANIZING: The Posts and reta'ninq straps shall be galvanized
to conform to ASTM A 123. The weight of the qalvanizinq shall
averaqe 2.0 ounces Per souare foot of actual surface and shall be
not less than 1 .8 ounces. All eal,vanizinq shall be done after
fabrication and Punchinq has been completed.
Bolts and nuts shall be mechanically qalvanized to ASTM 6 695, .
Class 25.
10. WORKMANSHIP AND FINISH: The posts shall , be symmetrical and well
formed. They shall he free fro:. ;n-jurious defects which will
irnoair their strenqth or aDDearance. The zinc coatinq on the
steel Posts shall be free from such imperfections as lumDS,
hlisters, uncoated soots, dross, and flux. All holes and sheared
ends shall be commercially free of hurrs.
11 . TENSIO-r: TESTS: The tensilP Drooerties of the metals shall be
dEtEr.•ined in accordance with AST!: .' 370.
12. SAMPLES AND INSPECTION: The vendor shall furnish, free of charge,
all full-S; 7P sGec'mens nPcPSSary fnr Dprformina tree tests. All
unsts shall h[' ;ncoectr-r, by the l)e:,artment of TranSDortation for
comoliance with the SDPCifirat`ons, The �nsoection may be
Uerf,;r,m,ecj ijcor• the f:;rr-4S.;hn'' Consts SuhSPower.t. to delivery or at
the glace of riantifa:turf, Pt ttiP notion of the Department of
Transportation. Any insoector rEDreser.tina the Department Shall
have free entry to the Darts of the manufacturer's plant which
rnr:cprn the product°nn of the Cinsts.
13. DEJECTION: Failure of the Cost to r.-P L any of the rPOUirements
of- these soe-.4f ications will he cause for rejection.
14. PACKAGiN;: Posts Shall he securely bundled with 4 or more steel
straps and shall weigh aboroximately 2,000 Pounds Per bundle.
This scecification is effpctivr- Nove-ter 16, 1959, and supersedes
Serial 14 125-53, dated July 1983.
FLANGED CIt\�'1n PRfl?EFtTTZS
WEIGHT DMENSIONS A_`tEA X-X AXIS Y-Y AXIS I
( ?mot i \
I
FOOT* IN= I (In I S (In3I�l I (in S (!n!) ( �
,.A.. ( ..g.. ..C.. ..D..
t• s0 f 1 .125 25 0 .625 .:33 'ego .551 .353
3 I I i
4.00 ( 1.750 3.500 1.E71 .719 1M790 -500— .560 1 1.190 1.090 I
. +3 }o
+ Gove:•aing Section i r1p..
Signpost ;I;I
C 1 `I
Hex. head, flange balt .1 H1
—r Grid iocknut 4 req'd—I,—u
lis c \_
— L
•I B - '� I !I �ii� I
• Retainer spccer strop—►-i I' � �
t
for 2.5 lb./ 1.12" for 4.0 lb. i BaSepCSt
' I .L —L r
Cd
I I•ol� ;lo:: II
J �' �T Flo' ;lo; ` I
- it ,
;,°y
`' s. I
25" SE E
POST SiV'Y nS T ►� .
= END-I\TEG�rL EL��:G
X .
H� . h
INER - SPacER s;wR BOLT AND LOG�:�;D T
DESIG:. Dr---A7-LS FOR 3REr-K•-'•"•'=-Y PCSiS F.:M !!Ai.D*,-' rr
1
tYoe A monodtrec.lonW
/lashing llght
1)6t 16-121 ,1 w t � t.e /•
Strobe
W21-1107101-3610 woncw epht
1610 on oronpsl NFAD efT
SPEED •
s2-1•)6-,1
UMfT 14 s Mon
19tack on whites 4w w
Jh � _ M
R2.110)•)611 "IM M IJF �.-
19-,Ock on whits) 1 1
� nAb*4 Frames Mat be no Movler thaw
100.100 Ilslllnom, dlm.1 vood or [doe of
10,10:311*2•'/,1 sloe-, woing or DOV•mMt
$0.50■5 2.2■Ylt3tes-, angles
Pavement Alold IS 131
pve otoe
N_
CONSTRUCTION SPEED LIMIT SIGN
w000 dt K I AL SLPPM I S ►vC PIK UJI"OA T S
too 3 WING BARRICADES
min
A (2,)
—.1 1
----------- ----------- 4„b I 1)1
as -
----- ----- - - - - a y -
o
n•eD hole 1 11 � � L _ I 1 1 11 a h
----------- --- =�1 11..
115'1 1 121'1 � -,21'1 � Con&truellon advance a°
Ll O w! 60 e-,s ns wOrning &Ions
1100') 1200.1 1200'1
�.A Qc One or two
PIIW n olec• Dose
S 125'1
45-i FLEXIBLE DELINEATORS
11�d Foes may be sleDD&d
Or lmOOlh
El� t Trotflc
AS dmenelaAl are N nhle�•l•es firCre&t
-, 1 uosts otherwise shown.
-CooMy channels J
®~�'••..-�-�• -,•�--�• 901 TRAFFIC CONTROL
TTPICAL INSTALLAr1Ot1 DEVICES m
SECTION A-A
-,sheet i of b o
t TEMPORARY RUMBLE STRIPS
� STANDARD 2298-12
'
366 in 11 '1 max.
149 min.
•
I �' X b�Y�1__,,i..pp•� IZ/ a R n�
U'4)
PC:AZO.I'tl.nd -Coe nataeorolinoe r t
n t
,l anpr,n
.r!I
unstrl0aa
^ Dottom.rotl
1 100X100
TYPE lA BARRICADE TYPE I BARRICADE TYPE II BARRICADE �j „ 5oxSOxS Itxt•y.I Angle or
$0150x1 110.711 ruDlnp
SOXI00 12■41
12 Der su000rtl
t —
121 r 150 lain. 1
1� 1111 - qsl XI I„olnp .amen
1 1 till --'-•a Dose
ISI 111 ISO 150
i 1 4 161 r` ..'I 161
200 ,61 re0arol series C lose
ISO 111 isalyd series 8
i%t1 asp
I Steel olatss 1101
8 -I� lrrnen 1.5 m
aoeeltleal
I.A on
—LO—I
16'1
11 l 11.11Cµ 1000 R$4"I tr►IC At sittl. SLfPM1
12ah1 Is
TYPE III BARRICADES
°
10 ll/tl 010J I ' 850 min.
) nolas I 150x150 Orange floss
_ .18.161 Ile 1
i
Q- 3 .� e 1 loo•ISO r••c,
S1Arr rfl0nt stoE KVII S10E
FLAGGER TRAFFIC CONTROL SIGN nl ssi mcol DRUMS
8:;
min As aleynslons Ore In mlllmetara IlrtiMal
�, RL -� v 8 �».. OttWtIN anO.M1
C n O� ,
� xa
N g= TRAFFIC CONTROL
OrOnpe 0ronpe
DEVICES
v 5 NIGH LEVEL WARNING DEVICE ) °' ) O
�..,. VERTICAL PANELS REFLECTORIZED CONES CONE 1v
STANDARD 2..__-12
1
I coNslllucnoN Ew
�_ 8 I tExl X ullE3 CONSIRUCtION
L4i;4i; 620.1101.60)6 Ci0•ifOt•60N X . Distance to ENO CONSIRUC110t4 sigh.
�1 min ROAD CONSTRUCTION NEXT X UILES slap $1,011 be
Typo A m w �1 mON max Type A 1121 Instated In advance Of the first .Or% also
lypo .. II 161 R11• l 1• Moaner I RII•e of soon end of projects over U00 m q mJ1011
In length. the ENO CONSIRUC110N Stan SnOe be
ROAD tgr0(Loste A0.0 pests erected Mor Ins end OI $hose pr Olecls
1 CLOSEO to to unless onother off Iecr is .1 1, 5100 w •) „•..
(age of INN IAulm t.wv IAY/It beyond the end of the lob.
anowoer
• WORK LIMIT SIGNING
Povement:. •.1.• ., ,. •t.• Povemint I,•
ROM CLOSED 10 ALL JAWFIC ROAD CLOSED TO ALL TMU TRAMC
Rot leetorlied striping may be Omitted on the Reflectorited striping shot oopeor on both
bock side of the borrleodas. The barricades shall atdea of the barricades. The barricades shoe
be to 1M edge of 1M shoulders except when be to the edge of the pavement except
.1 her'Iae alreeted by the Engineer or shown on •hen other.lse olrected by the Engineer or
ins detailed Construction plans. Shown On the ostolleo construction dons.
type A monodlrocltonol
ft03htn9 light
TYPICAL APPLICATIONS OF 4 Ij m 167 in
TYPE III BARRICADES CLOSING A ROAD £ 6 m 112.1 max'' min
€ 12 Al
It L max
IOOxI00 Iexel
MOM. wood pas c Edge of It 1
m min o oavomenI lrlp0o c
! ! Or IOCe €
Is•I u .. of curb Q
2 m ml IS'1 `•' 7�
11'1 :.•:•, .
! LS dp mtn•1t Elevation of edge Ua.Otfon of edge
„ $� = Paved snOUlder embedment t
Sig
Of pOvemenf of paveTen.
TYPICAL SIGN INSTALLATIONS
s JF, GENERAL NOTES
r
�.e H N e when curb or oovea snOv'der ore :,eser
Ihls dtmonston shoe be 600 m -)e , •0 •^v
foce of curb oe 1.6 m t6't tC 1^e Ov'a'4s
IYPE A TYPE 0 TYPE C sage o/ the ooved shoulder
AW ►ANTED ROOF pl TRAILER uOuNTE0 TRAILER LINJOEO a heights shO.n sho■ be rteosurea 000.9
the pavement surface.
At dift"Ons are In mlilmeters Ilnel,eU
ARROW BOARDS unless 0ther.lse "wn.
10-1.9S nev. net t above ovt TRAFFIC CONTROL
for ITPE a array board. DEVICES m
j% .it Isneet I at Sf� )•1.95 Combined 22911. 2299 ► O
^-��•� ^" s* 2300. moved C.N. to STANDARE )8-12 O
s
Specs. Revlsso title.