Resolution 2010-05 Illinois Department Resolution for Maintenance of
of Tra Streets and Highways by Municipality
Under the Illinois Highway Code
i r BE IT RESOLVED, by the Mayor and 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 0 ?46 o pp, 00 of Motor Fuel Tax funds for the purpose of maintaining
streets and highways under the applicable provisions of the Illinois Highway Code from May 1, 2010
to April 30, 2011 (Date)
(Date)
BE IT FURTHER RESOLVED, that only those streets, highways, and operations as listed and described on the
approved Municipal Estimate of Maintenance Costs, including supplemental or revised estimates approved in connection
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 a 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.
I, Jackie Milschewski Clerk in and for the United City
of Yorkville County of Kendall (City Town or Village)
hereby certify the foregoing to be a true, perfect and complete copy of a resolution adopted by
the Mayor and City Council at a meeting on Mefah -23, 2010
(Council or President and Board of Trustees) Date
IN TESTIMONY WHEREOF, I have hereunto set my hand and seal this c�)3 day of
(SEAL) CC�C� Clerk
(City, Town or Village)
Approved
,2 9 //o
Date
Department of Transportation
R ional Enggeer f
Printed 1/20/2010 BLR 14230 (Rev. 11/06)
Illinois Department Municipal Estimate of
of Transportation Maintenance Costs
Section Number 10-00000-00-GM
leriod from 05/01/2010 to 04/30/2011 Municipality United City of Yorkville
Estimated Cost of Maintenance Operations
Maintenance For Group I, 11, o III (Mat trial, Eaui)ment or La )or)
Operation Group Unit Operation
(No. — Description) (i,u,iii,iv) Item Unit Quantity Price Cost Cost
Bituminous Patchinq II Bituminous Cold Patch Ton 100 106.00 $10,600.00 10,600.00
Surface Hot Mix Ton 200 65.00 $13,000.00 13,000.00 ✓
Signs, Posts & Hardware 11 Various Signs EA 150 45.00 $6,750.00 6,750.00 ✓'
Sign Posts EA 150 36.00 $5,400.00 5,400.00 ✓
Brackets and Hardware EA 150 35.00 $5,250.00 5,250.00 ✓
Snow Removal II Bulk Rock Salt TON 2400 85.00 $204,000.00 204,000.00
Bulk rock salt purchased 1
through
L-'U ppLt . 0:0uu Tq
Ajd"w &q berr '
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Total Da Labor Costs 245 000.0 ✓
Day $ 0
Total Estimated Maintenance Operation Cost $245,000.00
Preliminary Engineering
Engineering Inspection
Material Testing
Total Estimated Engineering Cost
Total Estimated Maintenance Cost $245,000.00
Submitted: Approved: 317 p
Date j' e
By: pl)eeel or ;%rzll
Municipal Official Title Reg iona/Engin6e'r
Submit Four (4) Copies to Regional Engineer
Page 1 of 1 BLR 14231 (Rev. 2/23/06)
Printed on 1/20/2010 2:26:11 PM
Illinois Department
of Transportation Special Provisions
The following Special Provisions supplement the "Standard Specifications for Road and Bridge Construction ", Adopted
January 1, 2007 , 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 10- 00000 -00 -GM , and in case of conflict with any part, or
parts, of said Specifications, the said Special Provisions shall take precedence and shall govern.
Bituminous patching - The United City of Yorkville will use a N -30 or N -50 surface course mix on all patches throught the city.
All patches will be performed in accordance with Section 406 of the Standard Specifications for Road and Bridge Construction
adopted January 1, 2007
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Page 1 of 1 BLR 11310 (Rev. 7/05)
Printed on 1/20/2010 2:31:34 PM
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LR 1013
Page 1 of I.
State of Illinois
DEPARTMENT OF TRANSPORTATION
Bureau of Local Roads and Streets
SPECIAL PROVISION
FOR
ROCK SALT '
Effective August 1, 1969
Revised January 1, 2002
Ali 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 1013.02 except that the gradation
shall be as follows:
Passing 12.5 mm (1/Z Inch) sieve 100%
Passing 9.5 mm (3/8 Inch) sieve 95- 100%
Passing 4.75 mm (No. 4) sieve 20- 90%
Passing mm (No. 8) sieve 10- 60%.
Passing 600µm (No. 30) sieve . 0- 10
The. Department reserves the right to reject any shipments. of rock salt which are delivered in a
frozen or caked condition or which contain free water.
The Department reserves the right to accept delivery of Rock Salt which, according to analysis
by the Department, has a sodium chloride (NaCI) .content of less.than 96.0 %, but is not less
than 90.0 %. Material With' less than 90.0 % sodium chloride will be .rejected. When such
exceptions are allowed, payment will-be adjusted.
Method of Measurement..Rock salt will be measured by the metric ton (ton).
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Basis of Pavment. 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 96.0% to 1.00.0% Net Bid price - per ton.
NaCl Content 95.0% to 95.9% Bid price less $0.50 per metric ton (ton).
NaCl Content 94.0% to 94.9% Bid price less $2.00 per metric ton (ton).
NaCl Content 90.0% to 919% Bid price less $4.00 per metric-ton (ton).
LR 442
Page 1 of 2
STATE OF ILLINOIS
DEPARTEMENT OF TRANSPORTION
DIVISION OF HIGHWAYS
LOCAL ROADS AND STREETS
BITUMINOUS PATCHING MIXTURES
FOR MAINTENANCE USE
I
Effective: January 1, 2004
Revised: June 1, 2007
This special provision covers course graded and fine graded bituminous mixtures for use in
maintaining small areas on flexible and rigid type pavement.
Materials. The materials, control, quality, sampling, testing, inspection and storage of material
shall conform to the specific requirements of the Standard Specifications for Road and Bridge
Construction adopted by the Department of Transportation.
Bituminous Patching Mixtures. The material supplier or contractor may furnish any of the
following Bituminous Patching Mixtures listed in the individual Group for which the award was
made.
Group I — Bituminous Patching Mixtures
Serial No. M- 17 -07: Bituminous Mixture for Maintenance Use, Emulsified Asphalt Type
Serial No. M- 19 -07: Bituminous Mixture for Maintenance Use, Liquid Asphalt Type
Serial No. M- 20 -07: Bituminous -Sand Mixture for Maintenance Use
Serial No. M- 48 -02: Bituminous Premix for Maintenance Use, Inverted Emulsified Asphalt
CBAE -2
Serial No. M- 126 -07: Bituminous Mixes for Maintenance Use, Reinforced Fiber Mixture
Bituminous Patching Mixture (HMA): This mixture shall conform to the material
requirements of Section 1030. The mixture shall be a High ESAL IL -12.5 N50, High ESAL
IL -9.5 N50, or Low ESAL IL -9.5 N30 mix. The bituminous material shall be limited to asphalt
PG 58 -28 or PG 52 -28.
Group II — Bituminous Patching Mixture (Proprietary)
Serial No. M- 120 -07: Bituminous Premix for Maintenance Use - Optimix, Sylcrete, UPM,
QPR -2000, EZ Street, SMP - Proprietary Sources
Serial No. M- 133 -96: Bituminous Premix for Maintenance Use, Instant Road Repair -
Proprietary
Placing of Bituminous Patching Mixture. All holes and depressions in the existing surface
which exceed 3 / " in depth shall be repaired by removal of all loose and defective material and
replaced with the specified Bituminous Patching Mixture. The material shall be compacted to
produce a tight surface conforming to the adjacent area.
Method of Measurement. Bituminous patching mixture will be measured for payment in metric
tons (tons).
LR 442
Page 2 of 2
Basis of Payment. This work will be paid for at the contract unit price per metric ton (ton) for
BITUMINOUS PATCHING MIXTURE (GROUP 1); BITUMINOUS PATCHING MIXTURE
(GROUP II);
When bids are taken F.O.B. trucks at the mixing plant a hauling differential of $ per ton -
mile haul from mixing plant to location designated in the proposal will be used to determine the
low bid. Round trip distance shall be used to calculate the hauling differential to be used to
compare bids. Bidders are required to fill in the location of the plant from where they propose to
supply the patching mixture, on the material proposal form.
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State of Illinois
Department of Transportation
Division of Highways
Springfield
SPECIFICATIONS
FOR
BITUMINOUS PREMIX FOR MAINTENANCE USE
OPTIMIX, SYLCRETE, UPM, QPR -2000, EZ STREET, SMP - PROPRIETARY
Serial Number: M 120 -07
1. DESCRIPTION. The patching material shall be composed of a mineral aggregate, plant -mixed
with a liquid asphalt and chemical additives from the suppliers of the proprietary mixtures, The
bituminous material shall be capable of coating wet aggregates without stripping, and shall be
available in various grades so that :one such grade will enable a stockpile to remain .pliable and
workable at a .temperature.of -26 °C (- 15. °F). The patchlhg material shall be capable of maintaining
adhesive qualities in patched areas which are damp or wet at time of application, and also after
remaining in:an uncovered stockpile for up to twelve (12) months.
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. A five
kilogram (ten - pound) sample of the mineral aggregate and one -liter (one- quart) sample of the liquid
asphalt shall be submitted to the Bureau of Materials and Physical Research, 126 East Ash Street,
Springfield, Illinois, for performing the tests specified herein.
(a) Aggregate
All Coarse Aggregate used in the proprietary mixtures shall consist -of crushed stone of
Class B quality or better as defined In Article 1004.01(a) & (b) of the above cited Standard
Specifications.
(b) Bituminous Materials
The bituminous material shall be a formulation of the liquid asphalt blend prepared under
the supervision of the proprietary mix supplier. It shall meet the requirements of.ASTM D
2026.orASTM 2 027, - whichever applies, modified as follows:
Serial Number M 120 -07
OPTIMIX IOPR -2000 8YLCRE4E SY"VA.' CRETE UpM
I EV 1 EE SMP
AST I M D 92 I STREET
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Flash point (COC) 94 (200) 94 (200) 94 (200)
°C ( °F) - minimum 94 (200) 94 (200) 94 (200) 94 (200)
ASTM D 2170
Kinematic Viscosity
60 °C (140 °F) 350 -3000 300-4000 300 -4000 300 -4000 400 -2500 280
mm /s (cst) 400 300-4000
ASTM D 95 Water (CPS)
% - maximum 0,2 I 0,2 I
0,2 0,2 0.2 I
ASTM D 402 Distillate 0.2
% by Volume of
Original Sample
Temperature
Distillate to 225 OC (437 OF) 0 0 p
Distillate to 260 ° C (500 ° F) 0 -5 0 -5 0 -5 0 0. 0
Distillate to 315 C (600 F) 0 -21, 0 -5 0 -5 -
0 -25 0.25 0 -25 0 0 -5
Residue from distillation 0-18 8 -55 0 0 -25
to 360 °C (680 °F)
Volume by Difference 70 -94 72 -95 —
Residue Tests: 73-95' 70 -95 72 -95
ASTM D'9171 Absolute
Viscosity co °C(140 °F)
Rascal Seco .11.5 -44,0 12.5 -42.5 12:5 -42.5 12.5 -42,5 nds (Poises) (115 -440) (125 -425) (125 -425 12,5 -42.5 12.0 -42.5 12.5 -42,5
) (125 -425), (125 -425) (120 -425) (125-425)
ASTM D 5 Penetration
25 °C (77 °F) — 200
100 g, 5s - minimum -- — — 200
ASTM D 5 Penetration,
modified with -
cone, 25 °C (77 °F)- 200
150 g, 5s - minimum 180 180 180 180 _
ASTM D 113 Ductility
21 °C (70 °F)
1cm /min.
OM - minimum 100 100 -- 100 _
ASTM D 113 Ductility
4 °C (39 °F)
1 cm/min, 85 100
cm - minimum -- -- 100: 100
100
ASTM D 2042
Solubility In
Trichloroethylene 99,0
- minimum 99.0 99,0 99.0 99.0
99.0 99,0
(c) Strinnina Tests.
The combined UPM and liquid asphalt shall meet the following stripping tests:
(1) Stripping Tests: Dry Aggregate, Two- hundred grams of the air -dried aggregate
Passing the 12.5 mm (Y2-inch) sieve and retained on the 4,75 mm (No. 4) sieve shall be
combined with 6,3 percent, by weight, UPM liquid asphalt and mixed in a hemispherical
2
Serial Number M 120 -07
metal dish with a stiff spatula for three to five minutes or until a uniform coating is
obtained. Twenty -five grams of this material shall be immediately place in an oven at
60 °C ± 3 °C (140 OF ± 5 °F), for eighteen to twenty -four hours, after which it shall be
thoroughly mixed and allowed to cool to room temperature. The sample shall then be
immersed in water at a temperature of 49 °C ± 3 °C (120 IF ± 5 IF), and maintained at
this temperature for twenty -four hours. At the end of this period, the area of the
aggregate remaining coated shall be determined visually while the sample is still
immersed in water. Surface coating of at least 90 percent must be retained on the
aggregate. A test similar to the above using MC -250 shall be made for comparison.
(2) Stripping Test: Wet Aggregate. Two- hundred grams of the aggregate passing the 12.5
mm (/ -inch) sieve and retained on the 4.75 mm (No. 4) sieve shall be immersed In
water for twenty -four hours and the excess water drained off, leaving the aggregate
surface wet. This aggregate shall be combined with 6.3 percent, by weight, UPM liquid
asphalt and mixed in a hemispherical .metal dish with a stiff liquid spatula for three to
five minutes or until a uniform coating is obtained; Twenty -five grams of this material
shall be immediately place in an oven at 60 °C ± 3 °C
(140 °F t 5 °F), for eighteen to twenty -four hours, after which it shall be thoroughly
mixed and allowed to cool to room temperature. The sample shall then be immersed in
water at a temperature of 49 °C ± 3 °C (120 OF ± 5 °F), and maintained at this
temperature for. twenty -four hours. At the end of this period, the area of the aggregate
remaining coated shall be determined visually while the sample is still immersed in
water. Surface coating of at least 90 percent must be retained on the aggregate. A test
similar to the above using MC -250_ shall be made for comparison. Iri estimating the
percentage of:area remaining coated, any thin or translucent area shall not be
considered as being coated
Proprietary mixes, Sylcrete EV, Sylcrete VA, Optimix, QPR -2000, EZ Street, and SM
meet the following stripping tests. P shall
(1) Place 50 grams of cold mix into a beaker containing
0 ml Bring back, to boiling and boil for 3 minutes with constant .stirring t boiling revolution on per
second. • At the end of 3 minutes, remove the beaker from the heat source and
immediately decant the water.. Empty the wet mix onto a paper towel and examine.
The retained coating shall not be -less. than 95 percent.
(2) - AASHTO T 182 Coating and Stripping of Bitumen - Aggregate Mixtures.
3. 1NSPECTION: 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 quality 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 th ingredient materials
and 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 mixer
of approved design and capacity shall be used in mixing the ingredient materials. However,
approval for the use of a continuous mixer will be given if it can be.shown that satisfactory results
will be obtained.
5. PREPARATION OF MIXTURE. The aggregate and Optimix, or QPR -2000, or Sylcrete, or
UPM, or EZ Street, or SMP liquid asphalt shall be proportioned into the mixer and mixed for at
least 30 seconds or until a uniformly coated mixture is obtained. The liquid asphalt shall be heated
3
Serial Number M 120 -07
to a temperature of 93 °C ± 28 °C (200° F ± 50° F), at the time'of mixing and in accordance with
the instructions of proprietary mix supplier. When necessary to heat the aggregates, the
aggregates should not be heated to more than 68 °C (155 °F),
6. COMPOSITION OF MIXTURE. The ingredients shall be combined to produce a mixture
meeting the approval of the Department and conforming to the following composition limits, by
weight, as determined by tests of the prepared mixture:
81EV -:; Gradation of Extracted Aggregate (% Passing)"
E SIZE'. ,r - . Y CRATE •; r;
OPTIMIX
..'EV.AN.D'VA UPM . EZ STREET'.
SMP
MIX #1. - MIX. #2;
12 �-;:.
•. MIX #1: ` MIXW2' F MIX
I I'. :�..,:•' 1 ;MIS' #1:'' MIX• #2:.. #1 MIX #2
:5 I ,:.I 1
mm (1/2 ") j L100 1
..1ao 100 :. .•1 ! I
I N I i 1 100 1 100 1 100 1 100 1 100 1 100 1 100
90 -100
9.5 mm (3/8 ") I
N j 1 100 1 90 -100 1 I 90-100 i 90 -100
I 1 100 i 90 -100 1 95 -100 ' 100 190 -100 J
N , I
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4.75 mm (No. 4) j 20 -55 1 85 -100 1 20 -55 1 20 -55 1 15 =55 1 70 -100 1 20-55 1 80 - 100 N 65 - 100 20 - 1
N 2.36 mm (No. 8) j 5-30 1 10-40 1 5 -30 1 5 -30 1 1 I 1 I 55
N I 1 I i I N. 5 - 30 0 - 10 1 10 1. 5.30 f
1.18 mm (No. 16) j 0 -10 1 0 -10 1 0-10 ,I 0 -10 10 -10 1 0 -10 I p. I I i
I 600 pm (No. 30) j I I 1 � 1 I I 10 1 0 =10. i 0 - l 0 - ) ',
1 0 ' 7 1 0 -7 1 I I
N 300 Ism (No. 50) N. 0 -5 0 -5 1 0-5 i 0 -5 i I i 0 -10
N 75 pm (No. 200) 1 0 -2 1 0 -2.5 1 0 -2.5 I I . I 0 - i 0-10 i 0.5 i 0 -
i I 1 0.2 1 0-4 1 0-4 1 0 -3 1 1.5 -3.5 1 0 - 4 I 0-4
Residual Bitumen ° j 3 -6.5 I I I I 1.' 1
I 3.6.5 13 -6.5 13 -7:0 -I 3.5 -6.5 3.5 -6.5 I - 3 -7 3-7 I
1 3.5 -7.0 13.5 -7.0 N
'Based on percent of total a
'Based on percent of total mix aweight.
7. LEGAL AND RESPONSIBILITY TO PUBLIC. The laws
and licenses; patented devices; materials, to be-observe and processes; and responsibility for damage claims
shall be in accordance with the requirements of Section 107 of the above cited Standard
Specifications. '
Effective February 1, 2007
This specification supersedes Serial Number M 120-07, I
0 07, efFective January 15, 2007. l I
RWH /M 120 -07
4
8-12
(200-30
3 min.
(75)
18 min.
7 4 D.
0) (450)
A 4
4 E
77 (1 4
40 I 4
-0 C
0 - F ]4-6 :
4-6 11 00 -150)
Orange ° Orange
CONE REFLECTORIZED CONE FLEXIBLE DELINEATOR VERTICAL PANEL DRUM
POST MOUNTED
12
"DO)
0
�
c6
(150)
— Cr ��GLLLJ �/`'�✓r.� /,� y / / I __, 24 min. 1 0
A -0
(600) - -3 %
24 min. min.
2 4
(600) (1.2 M) ( 6 0 0)
TYPE I BARRICADE TYPE II BARRICADE TYPE III BARRICADE DIRECTION INDICATOR VERTICAL BARRICADE
BARRICADE
*Warning Itghts (if required) GENERAL NOTES
All heights shown shall be measured above
the pavement surface.
All dimensions are In Inches (millimeters)
unless otherwise shown.
DATE REVISIONS
1-1-09 Switched units to TRAFFIC CONTROL
En fish (metric). Omitted DEVICES
light on vertical panel. (Sheet 1 of 3)
MIWC� 1-1-08 Renumbered Standard
—0M .6_10-11-2— 702001-06. Rev. note for STANDARD 701901-01
temp, signs on Sheet 2.
Type B monodIrectlonal
flashing light E - 18x18 x450)
Orange e flags
6' - 12' r — I
- (1.8m- 3.6mY+
I I O
ICONST
TIONI I END
NEXT X MILES CONSTRUCTION
L -
Metal or �'�- I '
a wood post L 24 10' 020 -1(0) -6036 C20 -2o(0) -6024
n 5'(1.5 m)min. rural Edge of (600 3 ml 6
0 4' (1.2 m) rur01 7' 12.1 m1 min. Urban pavement E ° o SIGN This signing is required for all projects
or face °–' (IF SPECIFIED) 2 miles (3200 m) Or more in length,
0 6' (1.8 m) urban of curb c E ROAD CONSTRUCTION NEXT X MILES sign shall
0
be placed 500' (150 m) in advance of pro-
ject limits.
I I Elevation of edge L Elevation of edge END CONSTRUCTION sign shall be erected at
II of pavement of pavement the end of the job unless another job Is
within 2 miles (3200 m) .
5' (1.5 m) min.
embedment SIGNS ON TEMPORARY SUPPORTS Dual sign displays shall be utilized on multi
- lone highways.
POST MOUNTED SIGNS four days, this d mens on shall HIGH LEVEL WARNING DEVICE WORK LIMIT SIGNING
be 5' (1.5 m) min. If located
#� When curb or paved shoulder are present behind other devices, the height
this dimension shall be 24 (600) to the shall be sufficient to be seen by
face of curb or 6' (1.8 m) to the outside motorists.
edge of the paved shoulder.
24
(600)
I_ 5 7
(125) I (175) —
�lp
/.(,0,) Federal series CBOerol\\
Qo _
20,2
(513) r ��,,jj � t4 0)
� r :z
(15)
E
io m
1
-- - All dimensions are in Inches (millimeters)
unless otherwlse shown.
FRONT SIDE REVERSE SIDE
TRAFFIC CONTROL
�om 2019 N FLAGGER TRAFFIC CONTROL SIGN DEVICES
rrx51F4'1(�''fS'd� R (Sheet 2 of 3)
" " M° �,� 200 STANDARD 701901 -01
c�i�cu or :ra ..m urv�xowic•r _
24 t
A (600)
- - - - - - - - - - - - - - - - - -
B'min.
(2.4 m) -- -- -
4'min. f 5'min. I i— «o -- - - - - --- - - - -�' - - - -- o a a.
• I E ^ — Weep hales
c
25' 25' 25' Co ran
nstruction
I� I f I (- -24-. - I .(t s
V F � 200 t I I•` 200 t I 2 I warnin signs
(60 m) (60 m) (60 m)
L m J w
Em pl I9 E E
= I r = PLAN t 25
IB ml
Face may be (1.5
TYPE A TYPE B TYPE C (45) stepped or smooth T T - T Q
ROOF ROOF OR TRAILER TRAILER I ' Traffic
MOUNTED MOUNTED MOUNTED -L
n Epoxy channels
1.
3
ARROW BOARDS (90)
SECTION A -A TYPICAL INSTALLATION
TEMPORARY RUMBLE STRIPS
V U Ll u L U u u u
���...III 6 max. ���IIII 6 max. 6 max. E E I (3001
Type A 1 (150) I (150) E E
Rll-2
flasher I I (1501 _
....., Cep a 9k..... w�f(F ROAD
�........ ��I CLOSED
.. v. 4. `�....,.. •�,>.+�c�. 9� �<e ......W r.. <4... ,,,. >11 �� Edge of .-•�_ lam_ u .
shoulder
.Pavement) I .;::::•: ;::.:.. .:•:.. •'� I (300)
Type A RII -4
ROAD CLOSED TO ALL TRAFFIC flasher
Reflectorized striping may be omitted Ra.o CLOSED Ro.0 LLOSeD
on the bock side of the barricades. To To
If a Type III barricade with an attached THRII TRAFFIC THRD TRAFFIC
sign panel which meets NCHRP 350 is not��� � •�
available. the sign may be mounted on on s'��
NCHRP 350 temporary sign support directly q�, " •,�;� All dimensions are In Inches (millimeters)
in front of the barricade. Pal ` vem�ennt unless otherwise shown.
ROAD CLOSED TO THRU TRAFFIC
® (IAncbD.oar�m.nt e. TrunapwteTlon -ides d striping Shall s If an
both TRAFFIC CONTROL
TYPICAL APPLICATIONS OF bath siees of the barricades. If a
I" 0M e 1 zoos _ Type lIl barricade with on at DEVICES
TYPE III BARRICADES CLOSING A ROAD sign panel which meets NCHRP 350 is
not available. the signs may be mounted (Sheet 3 of 3)
u+cuECn aT o�n.tars
�• � mo, _ on NCHRP 350 temporary sign supports
—
Me - directly in front of the barricade. STANDARD 701901 -01
W21- 4(0) -48 a
�o
W20- 1101 -48
n-Aa t MAD
ma
uFiio �o
W20- 4(0) -48 W20- 1(0)-48
CD (D S0 m mmi�n� k
Type I or Type h Borricodes „ ' - One way /one' lone operotton (100') 1 <=
— — — — — — — p — � ' — — — — — I oa a o o �� /�����+1q! �����iYDe I or Type 8 borricades b —
(D ' I_ �� �•I-30 mmax._I' m ROAD .J 1 f
JJJ (1 CLOSED �TYPe' nl barricades m
00
E _ RII -2
0
Iron
awe. aas ' n.ASm( aewo
�i W21- 4(0)-48 a W20-4(0) -48 W20- 3(0) -48
Or For
maintenance W20- I(O1 -48 - —
end utility
aob Projects avao
TpC11p
�� ROAe
W20 1(0) - 4B _ W20 Or uEW
For
contract W21-4(0) -48
construction
projects
SIGN SPACING _
Posted speed sign spddng SYMBOLS
55 16I m [500')
I 50 -46 115 m (3501 ® Work ores
<45 60 m (200') foredistances. SPACING TABLE GENERAL NOTES
O Cone, drum or barricade For
' (not required for moving operations) approved afderood closures. This Standard Is used where of any-
• time. day or night, any vehicle. equip-
cones at 8 m (25') centers for TS m men +, workers or their octivi +les
P Sign on portable or permanent support (250'). Additional cones may be pieced encroach on the pavement requiring
at 15 m (50') centers, When drums or the dosure of one traffic lone in on
Type I or Type 11 borricades are urban area.
Flogger with traffic control sign used. the Interval between devices
- may be doubled- All dimensions are In millimeters (Inches)
Barricade or drum with flashing light ®Cones. drums or borricades at unless otherwise shown.
.o
- 6 m (20'1 centers. DATE REVISIONS
D--- ef rrwoxrem. Type f![ barricade with flashing lights URBAN LANE CLOSURE.
® 1 -1 -OB Added note
1vraw� b..u. u aloe p I
2L. 2W. UNDIVIDED
ml.w ar Dm.Tw 1C
,vmowy -t. L - _ I 1 -1 -05 Deleted FLAGGER SYMBOL
fs. j f ` sign and repositioned
Ifloggers. STANDARD 701501 -04
a .�: a .�
D 1®49
'POND