Resolution 2008-11 aDOS -11
Illinois Department Resolution for Maintenance of
of Transportabon Streets and Highways by Municipality
Under the Illinois Highway Code
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 $112,520.00 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, 2008
(Date)
to April 30, 2009
(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
(City, Town or Village)
of Yorkville County of Kendall
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
(Council or President and Board of Trustees) Date
IN TESTIMONY WHEREOF, I have hereunto set my hand and seal this day of M C ,
(SEAL) City Clerk
(City, Town or Village)
Approved
A /
Date
W ep ent of Transpo on
Re ' naI Engineer
V
Printed 2/25/2008
BLR 14230 (Rev. 11/06)
I
Illinois Department Municipal Estimate of
of Transportation Maintenance Costs
Section Number 08 - 00000 - 00 - GM
Period from 05/01/2008 to 04/30/2009 Municipality Yorkville
Estimated Cost of Maintenance Operations
Maintenance For GrouD I. II, or III (Material. Equipment or Labor)
Operation Group
(No. — Description Unit Op eratio n
III III I p n
Item
I Unit I Quantity I Price I Cost Cost
Bituminous Patchinq 1 II Bituminous Cold Patch I TON I 40 1 93.00 1 $3,720.00 3,720.00
Surface Hot Mix j TON I 150 1 55.00 1 $8,250.00 8,250.00
Signs, Posts & Hardware j II Various Signs I EA I 150 1 40.00 1 $6,000.00 6,000.00
j I Sign Posts j EA I 150 1 27.00 1 $4,050.00 4,050.00
1 Brackets & Hardware j EA I 150 1 30.00 1 $4,500.00 4,500.00
Snow Removal i II Bulk Rock Salt j TON I 2000 1 43.00 1 $86,000.00 86,000.00
I
I bulk rock salt purchased j 1
I through State CMS I I I I
1 + I I I I
1 1 i I 1 I
1 l i I I I
i I I I
Total Day Labor Costs 1 $112,520.00
Total Estimated Maintenance Operation Cost $112,520.00'
Preliminary Engineering
Engineering Inspection
Material Testing
Total Estimated Engineering Cost
Total Estimated Maintenance Cost $112,520.00
Submitted: _� Approved: 2
BY• .(
Date dry
/bate
�Mfficial ,���GT42 0�' ��� O Title P_
Re bnal Engineer
Submit Four (4) Copies to Regional Engineer (�
Page 1 of 1
Printed on 3/7/2008 10:34:28 AM BLR 14231 (Rev. 2/23/06)
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 08- 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 throughout 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.
Page 1 of 1 BLR 11310 (Rev. 7/05)
Printed on 3/7/2008 10:35:15 AM
LR 1013 I
Page 1 of 1
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
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 1013.02 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- 100%
Passing 4.75 mm (No. 4) sieve ______ 20- 90%
Passing 2.36 mm (No. 8) sieve 10- 60%
Passing 600 µm (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).
Basis of Pavment. This work will be paid for at the contract unit price per metric ton (ton) for I
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 100.0% 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 93.9% Bid price less $4.00 per metric ton (ton).
LR 442
STATE OF ILLINOIS Page 1 of 2
DEPARTEIVIENT OF TRANSPORTION
DIVISION OF HIGHWAYS
LOCAL ROADS AND STREETS
BITUMINOUS PATCHING MIXTURES
FOR MAINTENANCE USE
Effective: January 1, 2004
Revised: February 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 -02: Bituminous Mixture for Maintenance Use, Emulsified Asphalt Type
I Serial No. M- 19 -02a: Bituminous Mixture for Maintenance Use, Liquid Asphalt Type
Serial No. M- 20 -02: 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 -95: 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 -00: Bituminous Premix for Maintenance Use - Optimix, Sylcrete, UPM,
QPR -2000, EZ Street - Proprietary Sources
Serial No. M- 133 -96: Bituminous Premix for Maintenance Use, Instant Road Repair -
Proprietary
Serial No. M- 134 -02: Bituminous Premix for Maintenance Use, SMP -Proprietary
Placing of Bituminous Patching Mixture. All holes and depressions in the existing surfa ce y removal of all loose and defective material and
which exceed 3 /" in depth shall be repaired b
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
Basis of Payment. This work will be paid for at the contract unit price per metric ton (ton) of 2
o
BITUMINOUS PATCHING MIXTURE (GROUP 1); BITUMINOUS
(GROUP II); PATCHING MIXTURE
When bids are taken F.O.B. trucks at the mixing plant a hauling differential of $o.
per ton -mile haul ul from mixing la
used to determine the low bid. Round 'rip distance shall be used to calc late
differential will be
g
to be used to compare p re 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.
State of Illinois
Department of Transportation
Division of Highways
Springfield
SPECIFICATIONS
FOR
BITUMINOUS PREMIX FOR MAINTENANCE USE
OPTIMIX, SYLCRETE, UPM, CPR -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 patching 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 or ASTM 2027, whichever applies, modified as follows:
Serial Number M 120 -07
ASTM D 92
OPTIMIX IOPR -2000 SYLCRETE - SYLCRETE UPM
I EV V EZ SMP
I A
I STRE
I ET
I
Flash point (COC) 94 (200) 94 (200) 94 (200) 94 (200) 94 (200) 94 (200) 94 (200)_
°C ( °F) - minimum
ASTM D 2170
Kinematic Viscosity
60 °C (140 °F) 350 -3000 300.4000 300 -4000
mm /s (cSt) 300 -4000 400 -2500 280-40D 300-4000
(CPS)
ASTM D 95 Water
% - maximum 0.2 0.2 0.2 0.2 I 0.2 I -- I 0.2
ASTM D 402 Distillate
% by Volume of
Original Sample
Temperature
Distillate to 225 OC (437 OF) 0 0 0 0
Distillate to 260 C (500 F) 0 -5 0 -5 0 0 0
Distillate to 315 °C (600 °F) 0 -21 0-25 0-5 0 -5 0-5 0 -5
0 -25 0 -25 0 -5
Residue from distillation 0 -18 8 -50 0 -25
to 360 °C (680 °F)
% Volume by Difference 70 -94 72 -95
" -- -- 73 -95 70 -95 72 -95
Residue Tests:
ASTM D 2171 Absolute
Viscosity 60 ° C(140 °F) 11.5 -44.0 12.5 -42.5 12.5 -42.5 12.5 -42.5 12.5 -42.5 12.0 -42.5 12.5 -42.5
Pascal Seconds (Poises) (115 -440) (125 -425) (125 -425) (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 - 180 180
150 g, 5s - minimum 180 180
ASTM D 113 Ductility
21 °C (70 °F)
1cm /min. - -- - -- 100 100
cm - minimum -- 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 99.0 99.0 99.0
% - minimum 99.0 99.0 99.0
(c) Stripping 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 (% -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 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.
(2) Stripping Test: Wet Aggregate. Two - hundred grams of the aggregate passing the 12.5
mm (Y2-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 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 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. In 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, OPR -2000, EZ Street, and SMP shall
meet the following stripping tests.
(1) Place 50 grams of cold mix into a beaker containing 400 ml of boiling distilled water.
Bring back to boiling and boil for 3 minutes with constant stirring at 1 revolution 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. 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 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 the 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 CPR- 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:
Gradation of Extracted Aggregate (% Passing)"
SIEVE SIZE. OPTIMIX . ,:. - .. .,,.....;.. QPR llPM. .:
EU.AND VA EZ STREET SM
-
:.,; _ MIK #1`_` MIX #1. MIX #2` MIX #1;' MIX #
#
1 MIX
2
12:5 mm (1/2 ")
I ' 100 � :. I { I �.; ;,.• -... �:..I• ,�. ,. • I • . _....I ` I I
i 1 100 1 100 1 100 1 100 1 100 1 100 I 100 100
I I I I I 100 �
9.5 mm (3/8 ") 1 90 -100 1 100 1 90 -100 9o_1 00 90
1 -100 1 100 1 90 -100 1 95 -100
I I I I I I I i I 100 1 so - 10o
� I
i 4.75 mm (No. 4) 1 20 -55 1 85 -1 OD 1 20 -55 1 20 -55 1 15 -55 1 70 -100 1 20 -55 1 80 -100 1 85 -100 I -
I 1 I 1 20 55 i
2.36 mm (No. 8) 1 5 -30 1 10 -40 1 5 -30 1 5 -30 I I I
i 1 1 5 -30 1 0 -10 1 10 -40 1 5 -30 J
.I 1
1.18 mm (No. 16) 1 0 -10 1 0 -10 1 0 -10 ' 0 -10 1 0 -10 1 0 -10 1 0 -10 1 D -10 1 0 -10 1 0 -10 J
I
1 600 P (No. 30) 1 1 0 -7 1 0 -7 1 1 I I 1 0 -10
I I 1 I
I I I I I I I I I I 1
300 um (No. 50) 1 0 -5 1 0 -5 I 0 -5 0 -5 1 I 1 0 -5 1 0-1 0 1 0 -5 l 0 -
I 75 p (No. 200) 1 0 -2 1 0 -2.5 1 0 -2.5 1 0 -2 1 0-4 I 0- I 0 -3 1 1.5 -3.5 1 p� 1 0 4
I I I 1 1 I I I 1 l�
I Residual Bitumen ° i 3 -6.5 13 -6.5 13 -6.5 13 -7.0 13.5 -6.5 13.5 -6.5 3 -7 1 3 -7
I I 13.5 -7.0 13.5 -7.0 I
'Based on percent of total aggregate weight.
ti Based on percent of total mixture weight.
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.
Effective February 1, 2007 I
This specification supersedes Serial Number M 120 -07, effective January 15, 2007. I
R WH /M 120 -07
4
200-300
7 F- �Ei)
75 min.
(3) 450 min.
C
��
'n
A too
0 C:
0 @ E
C, / r
l3
03 E
0
:T 0 3 100-150 (
-
100-150 (4-6)
0
-F
Orange
Oran
CONE REFLECTORIZED CONE FLEXIBLE DELINEATOR VERTICAL PANEL DRUM_
POST MOUNTED
300
150
Q
76-F
A y
00 150
C,
E
Co 600 min.
0 Ij
(24)
Al
600 min. 1.2 m min. -1 0
(24) (2
TYPE I BARRICADE TYPE 11 BARRICADE TYPE III BARRICADE DIRECTION INDICATOR VERTICAL BARRICADE
BARRICADE
Warning lights (if required) GENERAL NOTES
All heights shown shall be measured above
the pavement surface.
All dimensions are In millimeters (Inches)
unless otherwise shown.
DATE REVISIONS
111Tnols Dt—f of 1-1-08 Renumbered Standard for
ndard TRAFFIC CONTROL
702001 _06. Rev.
OPRMD temp. signs on Sheet 2. DEVICES (Sheet I of 3)
xurxux u.
4-1-06 Revised vert. barricade.
post mounted signs, and
signs an temp. supports.
STANDARD 701901
--IR IN- ... IN I
70�y��
Type A monadirectlonal
flashing light 450x450 (18x18)
Orange flags
1.Bm -3.6m
(6' - 12'1
ROAD U
C I __ NEXT CONSTRU
L_
Metal or
a wood post 600 -3.0 m G20 -1(0) -6036 G20-20(0) -6024
y , 1.5 m(5')min. rural Edge of (24 - 10') E
0 1.2 m (41) rural 2.1 m (7') min. urban pavement o = SIGN This signing Is required for all projects
0 1.8 m (6') urban or face (IF SPECIFIED) 3200 m (2 miles) or more In length.
0 of curb
'a 1 E m ROAD CONSTRUCTION NEXT X MILES sign shall
be placed 150 m (5001 in advance of pro-
ject limits.
II `� Elevation of edge 1 Elevotion of edge �I
II of pavement of pavement END CONSTRUCTION sign shall be erected of
the end of the job unless another Job is
within 3200 m (2 miles) .
1.5 m (5') min. SIGNS ON TEMPORARY SUPPORTS
embedment Dual sign displays shall be utilized on multi-
! lane highways.
POST MOUNTED SIGNS four days. this d mension shall HIGH LEVEL WARNING DEVICE WORK LIMIT SIGNING
be 1.5 m (5') min. if located
a� When curb or paved shoulder are present behind other devices. the height
this dimension shall be 600 (24) to the shall be sufficient to be seen by
face of curb or 1.8 m (61 to the outside motorists.
edge of the paved shoulder.
600
(24)
1. 125 _ 175
o tiff
Federal seri\ 7>Earo\ 1 _
(2 13 ~ 400 I
(l6) }}
�1-7 IS \ T
' ( '%2) I
E
c-+
All dimensions are In millimeters (Inches)
FRONT SIDE REVERSE SIDE unless otherwise shown.
® 1- - t Of "D .— tit" TRAFFIC CONTROL
APPROVED ���.•�. .�„ FLAGGER TRAFFIC CONTROL SIGN DEVICES
ENL LN OF d�■w.r�ox�`s s (Sheet 2 of 3)
APPROVED u�y �. 2009 �_
ENG-FR D� DES I N O ( STANDARD 701901
600 ±
ri A (24) '
_ 2.4 m min. - - - - O
_ 1.5 mmin. I (8)
1.2 mmin, I (5') - I '— �-• --- ------
E E n
- Weep holes
I E - - - - - - - - - - 8 m b 8 m p •-
- - - - - -- 8 m
SO, E ° .. - Construction
N O (25'1 f25') f25'1 advance
�6.m± E60 m_ 6 Omti warning signs
I ®I� (200') (200')
E
ia PI I� E
E E= E V 4A
ni III +III1� N 'III' VIII PLAN e m
A
—WU IIW __IIW IIW ! IIW IWI 45 1 1.5 m r- 125')
Face may be (5'1
TYPE A TYPE B TYPE C Q'Y4) stepped or smooth �— T_ T _T —� —�
ROOF ROOF OR TRAILER TRAILER I Traffic
MOUNTED MOUNTED MOUNTED u G�
U V
Epoxy channels + Q 0 Q Q 0
ARROW BOARDS I- 90 *-
(3/2)
SECTION A -A TYPICAL INSTALLATION
TEMPORARY RUMBLE STRIPS
u U u U u
d z 300m1n.
]5 �I 15 E E I (12)
Type A I 150 max
he
` flasr (6) (6)
� RII -
...... \. v .C.... v. "71 CROAD L
�' E E
.�...... \ �'.�1LL. �,; i�,..�..�.... 1 �, LOSED F
Edge of
_ shoulder
.Pavement1 300 min.
_____"""111 I f 121
Type A R11 -4
ROAD CLOSED TO ALL TRAFFIC flasher
Reflectorized striping may be omitted -
- on the back side of the barricades. ROAD OLOSED ROAD LLOSED
If a T TO TO
Ty III barricade w ith an attached THRU TRAFFIC THRU TRAFFIC
sign panel which ch me meets NCHRP 350 is not � 1 .�. �,�.,..... „,
available. the sign may be mounted on an L....- _
NCHRP 350 temporary sign support directly
In front of the barricade. ( "���• All dimensions ore in millimeters (inches)
I .•..!...�::.; ;.':� - '...-':. +.\
Pavement unless otherwise shown.
ROAD CLOSED TO THRU TRAFFIC
® ImDDISDRDCrtm,t,t T ...... 11D Reflectorized striping shall appear on TRAFFIC CONTROL
APPROVED a Type
TYPICAL APPLICATIONS OF both s II[ ide borricade with s of the borrican ott ched
aces. If a
en�w. +- „- a DEVICES
- ?�6P o TYPE III BARRICADES CLOSING A ROAD sign panel which meets NCHRP 350 Is (Sheet 3 of 3)
tN W 2DO
WEER DF DPER.f+Dns not available, the signs may be mounted
APPROVED , yam.• + zoos - on NCHRP 350 temporary sign supports
FNIIKER OE ESGN AM ENY OHVEx, directly In front of the barricade. STANDARD 701901
ROAD
W21- 4(0) -48 woRA
4XEAD
W20 - 48 Or
FLAGGER WE LAN Ron
ROAD 'Ron
ROAD
AHEAD AHEAD
Q ® W20- 4(0) -48 W20- 1(0)-48
30 m min.
One way one lane o eration -► a
— — _ Type I or TypoCVeT /II /BTarricades / / /.� /i Y operation Cam— — — — — — — — — I ° a ° ° a I �j� / / / / / / /�/ _ � 7
/ / / / / / / �/ / 14' Type I or T — — — — —
a o
ype II barricades
CD (D �m � 30 m mox. J ® ROAD J r Type III barricades
I I
(100•) CLOSED
E o RIl -2
p Roao
RU AO NE LAN O.OSED
WORN ROAD FLAGGER
AHEAD
AHEAD W21- 4(0) -48 AHEAD W20- 4(0) -4B W20-3(0) -48
Or For
maintenance W20-1101 -48 - —
and utility
ROAD protects RDAD floeD
DNSTRDCTID DNSTRUCIIO
AHEAD ANEAO WORN
W20- 1(0) -48 W20- 1(0) -48 Or aHE,Ao
For W21- 4(0) -48
contract
construction
projects
SIGN SPACING
[ Speed Sign Spacing SYMBOLS
55 164 m (500
I 50 -45 115 m (350') ® Work area m Refer to SIGN SPACING TABLE
I <45 60 m (2001 for distances. GENERAL NOTES
O Cone. drum or barricade m For approved sideroad closures. This Standard is used where at any -
(not required for moving operations) time, day or night. any vehicle, equip-
(3) Cones at B m (251 centers for 75 m ment. workers or their activities
Sign on portable or permanent support (250'). Additional cones may be placed encroach on the pavement requiring
at 15 m (501 centers. When drums or the closure of one traffic lone In an
Type I or Type Il barricades are urban area.
Flogger with traffic control sign used. the interval between devices
may be doubled. All dimensions ore in millimeters (Inches)
Barricade or drum with flashing light unless otherwise shown.
Q Cones, drums or barricades of
6 m (20') centers. DATE REVISIONS
® Ininot. D.00rrma,r of rr°n.R°rrRri°n Type II[ barricade with flashing lights I
1 -1 -08 Added note o URBAN LANE CLOSURE.
APPR OVED I 2L, 2W. UNDIVIDED
EN O
ER OF OPERATIONS
APPR OVED ' APPRDVED Janvary 1. , ° °° - I 1 -1 -05 IOele+ed FLAGGER SYMBOL
ENGINEER OF nCS'sN�NO�ExwROxuExT I Isign and repositioned STANDARD 701501 -04
Iflaggers.
i
i
RECEIVkI.� '
03 LOCAL ROADS
MAR 3 i 'te
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AUUITO
SECRETARY
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