I-75 conc patches package .pdf

JN:

DRAWING SHEET

I-75

TITLE

73171

TSC: DATE:DESIGN UNIT: 3/5/23 BCTSC BAY CITY

FILE:I-75 TITLE SHEET.DGN

BRIDGE APPROACHES AT CSX RAILROAD

I-75

TITLE SHEET

NO SCALE

Michigan Department of Transportation

SECT

CS:

MICHIGAN DEPARTMENT OF TRANSPORTATION

SAGINAW COUNTY

BIRCH RUN TOWNSHIP

ROUTE: I-75

SAGINAW CO.

RUNNEL DR.

SILVE

R

CR

E E

K

C S

X

R

R

VIENNA TWP.

T10N,R6E

BURT RD

BIRCH RUN RD

WILLARD RD

E L

M S R

D

M A

P L E R

D

S B

E Y

E R R

D

N C

L

IO

R

D

D

IX

IE

H

W Y

W E

IR

R

D

BIRCH RUN TWP

GENESSEE CO.

WILLARD RD

BIRCH RUN

MAIN ST.

N

I-75

LOCATION

PROJECT

MDOT Maintenance Project Log

Job Location:

I-75 Bridge Approaches at CSX Railroad (1.7 miles south of M-83 (Birch Run Road), Birch Run Township, Saginaw County.

Job length: 0.40

Project Schedule:

Work may begin immediately after receiving approval from MDOT. Work to be completed between April 23, 2024, to May 23, 2024. Notice must be provided to Dan Senske at 989-233-1053 a minimum of three (3) calendar days prior to beginning work.

Description of work:

The work shall consist of concrete pavement repairs.

Northbound Lanes 1, 2, and northbound right shoulder shall be completed before work on Lanes 3 and 4. See plan drawing in proposal for Lane number designation.

The outside shoulder and first travel lane for both NB & SB I-75 is 10 inches thick and the inside 3 travel lanes and shoulder is 9 inches thick.

The pavement repair section will consist of matching the existing left in place concrete depth up to 10”.

For areas where existing concrete exceeds 10” in depth, additional aggregate base should be placed and compacted prior to placing concrete. The final repair shall be flush with the existing road surface and will match the existing cross slope.

A preconstruction meeting will be required. Concrete patches shall be laid out by Engineer.

Maintaining Traffic:

Contractor is allowed to do both northbound and southbound work at same time.

Contractor shall use approved traffic signing as approved by engineer to reduce traffic speed from 70 mph to 45 mph (where workers present) in the construction influence area.

Pay item “_Filling Shld Corrugations with Micro-Surface”, shall also include removal of material at completion of project.

Traffic control devices and equipment will be supplied and laid out by the contractor and should be maintained per typical 208–FW-2LC-(L)–MOD (included in this proposal) for lane shifts. Typical for right lanes closures and shift shall mirror typical

208–FW-2LC-(L)–MOD.

Work on Saturdays and Sundays will be at the Engineers discretion and require preapproval.

Once work is initiated that includes any lane restrictions, that work shall be continuous until completed. A lack of work activity (which does not include concrete cure time) for more than two calendar days will require the removal and replacement of lane restriction, at the Contractor's expense.

Daily maintenance of traffic control items will not be paid for separately but will be included in the lump sum price for the project.

The Contractor shall not create any unsafe conditions within the Construction Influence Area (CIA) that form a hazard for motorists. Extra caution should be used when delineating the work zone overnight to protect the roadway users.

This project is a Maintenance funded project, which means that there will be absolutely no overpayment or extras. All material, labor and mobilization shall be included in the bid.

MDOT will have the low bid reviewed and approved for funding. MDOT reserves the right to reject any bid that appears to be unqualified. Before award, MDOT may request a site plan review meeting with the low bid contractor.

General Notes

SPECIFICATIONS FOR CONSTRUCTION

The improvements covered by these plans shall be done in accordance with the MDOT 2020 Standard Specifications for Construction.

UNDERGROUND UTILITIES / MISS DIG

For the protection of underground utilities and in conformance with Public Act 174 of 2013, the Contractor shall contact MISS DIG System, Inc. by phone at 811 or 800-482- 7171 or via the web at either elocate.missdig.org for single address or rte.missdig.org, a minimum of 3 business days prior to excavating, excluding weekends and holidays.

STATIONING

Stationing on this project was taken from Right-of-Way plans and from measurements made in the field. The stationing is not necessarily accurate.

AGGREGATE BASE

Aggregate bases shall use aggregate 21AA, unless otherwise specified. Required aggregate base shall be included in the bid price for the lump sum bid.

CONCRETE

The type of concrete to be used on this project for the pavement repairs is Type P-NC. It is the contractor’s responsibility to ensure strength requirements are met prior to opening to traffic.

RECREATIONAL PROPERTIES

The Contractor shall not park any vehicles or store any equipment on public recreational property. Access to the recreational properties must also be maintained at all times.

Notes Applying to Standard Plans

Where the following items are called for on the plans, they are to be constructed according to the Standard Plan or Special Detail given below opposite each item unless otherwise indicated.

Transverse Pavement Joints ...................................................................... R-39-K Load Transfer Assemblies for Transverse Joints ......................................... R-40-I Longitudinal Pavement Joints ..................................................................... R-41-H Typical Joint Layouts for Concrete Pavement ............................................. R-42-F Location of Transverse Joints in Plain Concrete Pavement ........................ R-43-J Concrete Pavement Repair ....................................................................... R-44-G

Estimated Quantities:

Pay Item

Quantity

Unit

Price/Unit

Cost

Mobilization 1 Ls _________ __________________

Pavt, Rem 1450 Syd _________ __________________

Aggregate Base 70 Ton _________ __________________

Joint, Contraction, Cp 983 Ft _________ __________________

Joint, Contraction, C3p 77 Ft _________ __________________

Joint, Contraction, Crg 1399 Ft _________ __________________

Lane Tie, Epoxy Anchored 1760 Ea _________ __________________

Pavt Repr, Nonreinf Conc, 10 inch 1997 Syd _________ __________________

Pavt Repr, Rem 547 Syd _________ __________________

Saw Cut, Intermediate 2630 Ft _________ __________________

Pavt Mrkg, Longit, 6 inch or Less Width, Rem 9950 Ft _________ __________________

Pavt Mrkg, Wet Reflective Polyurea, 6 inch, White 9900 Ft _________ __________________

Pavt Mrkg, Wet Reflective Polyurea, 6 inch, Yellow 50 Ft _________ __________________

_ Filling Shld Corrugations with Micro-Surface 3300 Ft _________ __________________

Barricade, Type III, High Intensity, Lighted, Furn 8 Ea _________ __________________

Barricade, Type III, High Intensity, Lighted, Oper 8 Ea _________ __________________

Channelizing Device, 42 in, Furn 400 Ea _________ __________________

Channelizing Device, 42 in, Oper 400 Ea _________ __________________

Lighted Arrow, Type C, Furn 4 Ea _________ __________________

Lighted Arrow, Type C, Oper 4 Ea _________ __________________

Sign, Portable, Changeable Message, Furn 4 Ea _________ __________________

Sign, Portable, Changeable Message, Oper 4 Ea _________ __________________

Sign, Type B, Temp, Prismatic, Furn 1350 Sft _________ __________________

Sign, Type B, Temp, Prismatic, Oper 1350 Sft _________ __________________

Pavt Mrkg, Wet Reflective, Type R, Tape, 6 inch, White, Temp 25000 Ft _________ __________________

Pavt Mrkg, Wet Reflective, Type R, Tape, 6 inch, Yellow, Temp 100 Ft _________ __________________

Total Cost __________________

Federal ID # _________________________

Signature____________________________ Date

20RC812(A730)

MICHIGAN

DEPARTMENT OF TRANSPORTATION

SPECIAL PROVISION

FOR

FILLING SHOULDER CORRUGATIONS WITH MICRO-SURFACE FOR TRAFFIC

SHIFTS

CFS:TGH 1 of 1 APPR:CRB:KPK:08-10-22

a. Description. This work consists of filling existing shoulder corrugations with micro-surface at locations shown on the plans and as directed by the Engineer.

b. Materials. Furnish a micro-surface mix in accordance with subsection 504.02 of the Standard Specifications for Construction.

c. Construction. Place a single application of micro-surface on the shoulder corrugations using equipment and methods in accordance with subsection 504.03 of the Standard Specifications for Construction. Ensure the width and rate of the application is sufficient to fill the shoulder corrugations level to the adjacent surface.

d. Measurement and Payment. The completed work, as described, will be measured and paid for at the contract unit price using the following pay item:

Pay Item Pay Unit

Filling Shld Corrugations with Micro-Surface .............................................................. Foot

Filling Shld Corrugations with Micro-Surface will be measured along the outside edge of each shoulder where shoulder corrugations are filled. No adjustment will be made for areas where the shoulder corrugations vary in width or spacing between corrugations.

CS:

JN:

TSC:

DATE:

DESIGN UNIT:

DRAWING SHEET

CONST

73171

3/4/2024

BCTSC

BAY CITY

1.7 MILES SOUTH OF M-83 (BIRCH RUN ROAD)

CONCRETE PATCHES

I-75 BRIDGE APPROACHES AT CSX RAILROAD

NO SCALE

Michigan Department of Transportation

SECT

DESCRIPTIONAUTH

DATENO.

FINAL ROW PLAN REVISIONS SUBMITTAL DATE:

FILE:

DESCRIPTIONAUTH

DATENO.

M A

T C

H L

IN

E

M A

T C

H L

IN

E

B rid g e E x p a n s io n J o in t

518' LONG BY 12' WIDE

±16+76 to ±16+81

LANE 1

518' LONG BY 12' WIDE

±16+76 to ±16+81

LANE 2

shoulder shoulder lane 1 - 12' wide lane 2 - 12' wide lane 4 - 12' wide lane 3 - 12' wide

CP JOINTS

33' LONG BY 5'

EACH 6' WIDE BY 8' LONG

15 LOCATIONS

RIGHT SHOULDER NORTHBOUND

±STA 1677+00 TO ±1681+00

100' LONG BY 9'

STA ±16+69 TO ±16+70

B rid g e E x p a n s io n J o in t

B rid g e E x p a n s io n J o in t

B rid g e E x p a n s io n J o in t shoulder shoulder lane 5 - 12' wide lane 6 - 12' wide lane 8 - 12' wide lane 7 - 12' wide shoulder shoulder lane 1 - 12' wide lane 2 - 12' wide lane 4 - 12' wide lane 3 - 12' wide shoulder shoulder lane 5 - 12' wide lane 6 - 12' wide lane 8 - 12' wide lane 7 - 12' wide

7 4' 9 4'

4'

4'

10 10

6 4' 6

6 4'

4'

4' 20 4'

4'

4'

7 4' 9 4'

4' 4' 4' 4' 4' 14 94'4' 4' 6 13

N

FILE:

Michigan Department of Transportation

MARCH 2024

ON A 4-LANE FREEWAY

OR DIVIDED ROADWAY

WITH A 2 LANE SHIFT

LEFT 2-LANE CLOSURE DATE:

SHEET:

NOT TO SCALE

MAINTAINING TRAFFIC TYPICAL

NO:

SHIFT MOD

208-FW-2LC-(L)

S H

O U

L D

E R

ROAD WORK

END

G20-2

LIMIT

SPEED

R2-1

W O

R K

A R

E A

V A

R

IE

S

LIMIT

SPEED

R2-1

LIMIT

SPEED

R2-1

D

S H

O U

L D

E R

BEGINS

ZONE

WORK

R5-18c

D D

ROAD

WORK

AHEAD

W20-1

INJURE /

KILL A

WORKER

7500$

15 YEARS

R5-18b

W3-5b

ZONE

AHEAD

REDUCED

SPEED

W4-2L

LIMIT

SPEED

R2-1

ROAD WORK

END

G20-2

ROAD

WORK

AHEAD

W20-1

W4-2L

BEGINS

ZONE

WORK

R5-18c

W3-5b

ZONE

AHEAD

REDUCED

SPEED

INJURE /

KILL A

WORKER

7500$

15 YEARS

R5-18b

D B

D

D L

L

L

W4-2L W4-2L

L

D

L

D

WHERE

WORKERS

PRESENT

R2-1a

KEY

F

T

DIVIDED ROADWAYS AND 2D ON FREEWAYS

PLACE SIGNS AT A SPACING OF D ON

R2-1a OPTIONAL

PLACE SIGN AS INDICATED IN NOTE S2

PLACE SIGN AS INDICATED IN NOTE S5

REFLECTS EXISTING SPEED LIMIT

TRAFFIC FLOW

LIGHTED ARROW PANEL

CHANNELIZING DEVICES

L 1/3

DEVICES:

SIGNING:

GENERAL:

TCD1, TCD2, TCD6

S1, S2, S3, S5, S6, S8

G1, G2, G3, G4

STANDARD NOTES

(SEE 102-GEN-NOTES)

CLOSED

AHEAD

LEFT LANES

W20-5aL3

LIMIT

SPEED

R2-1

WHERE

WORKERS

PRESENT

R2-1a

W1-6R

W1-4BR

D

F T

W1-4BR

W1-4BL W1-4BL

CLOSED

AHEAD

LEFT LANES

W20-5aL3