Schedule A2 Attachments.M-55.Townline.pdf

N

CS:

JN:

TSC:

DATE:

FILE:

DESIGN UNIT:

DESCRIPTIONAUTH

DRAWING SHEET

72022

214395

TWA #18106

03/30/2022

OPENINGS:

CYCLIC WATTS:

STEADY WATTS:

PLAN:

72022-01-007

SIGNALS

FINAL ROW PLAN REVISIONS ( SUBMITTAL DATE: )

0 30

HORZ. (FT)

GAYLORD TSC

M-55 AT TOWNLINE RD/BERT LANE

VILLAGE OF HOUGHTON LAKE, ROSCOMMON COUNTY

TRAFFIC SIGNAL REMOVAL SHEET

Michigan Department of Transportation

DATE NO. DATENO.

E

E

E

E

E

E

T T

T T

T T

T T

T T

T T

T

EX. PUSHBUTTON & R10-4B SIGN

EX. 2W-2C-BA

EX. 30'/5 WOOD POLE

EX 24'

EX 12'EX 12'

EX ROW 66'

E X

E X

E X

E X

E X

E X

R O

W

E X

E X

E X

E X

E X

W

EX 13'EX 15'

EX 28'

EX ROW 66'

RESIDENTIAL

MOVIE THEATER

GOLF COURSE

M-55

M-55

B E

L A

N E

T O

W N

L

IN

A D

EX. 4W-3C-SA

7' BIT. SW

5' BIT. SW

5' BIT. SW

5' BIT. SW

214395_7202201007_REM001.dgn

EX. HH

EX. 1-3" D.B.

EX. PUSHBUTTON & R10-4B SIGN

EX. 2W-2C-BA

EX. 55'/4 WOOD POLE

EX. POCH = 27'-0"

EX. PUSHBUTTON & R10-4B SIGN

EX. 2W-2C-BA

EX. 35'/5 WOOD POLE

EX. 1-3" D.B.

EX. HH

POCH = 27'-6"

REM FOR SALVAGE PUSHBUTTON & R10-4B SIGN

REM FOR SALVAGE 2W-2C-BA

REM FOR SALVAGE STAINLESS STEEL SERVICE DISCONNECT

REM SOLID STATE (ACTUATED) CONTROLLER

REM ELECTRIC SERVICE (BY CE)

CHIP FDN DOWN 1' BELOW GRADE (PAID FOR AS Fdn, Rem)

REM 30' ANCHOR BASE STEEL POLE

RECONNECT.

FOR ELECTRIC SERVICE DISCONNECT AND

CONSUMERS ENERGY AT (844)316-9537 X45132

CONTACT: CHRISTOPHER JANISSE FROM

NO. ITEM QUANTITIES

LIST OF MATERIAL

Steel Pole, Rem 1 Ea 1

Controller and Cabinet, Rem 1 Ea 4

TS, Pedestrian, Bracket Arm Mtd, Rem 1 Ea 5

Pushbutton, Rem 1 Ea 6

Serv Disconnect, Rem 1 Ea 3

Fdn, Rem 1 Ea 2

PhillipsK7 Text Box Schedule A - Attachment 1 Removal Items of Work

E

E

E

E

E

T T

T T

T T

T T

T T

T T

EX. PUSHBUTTON & R10-4B SIGN

EX. 2W-2C-BA

EX. 30'/5 WOOD POLE

EX 24'

EX 12'EX 12'

EX ROW 66'

E X

E X

E X

E X

E X

W

E X

E X

E X

E X

E X

W

EX 13'EX 15'

EX 28'

EX ROW 66'

RESTAURANT

RESIDENTIAL

MOVIE THEATER

GOLF COURSE

M-55

M-55

B E

N E

T O

W N

L

IN

A D

EX. 4W-3C-SA

7' BIT. SW

5' BIT. SW

5' BIT. SW

5' BIT. SW

EX. HH

EX. 1-3" D.B.

EX. PUSHBUTTON & R10-4B SIGN

EX. 2W-2C-BA

EX. 55'/4 WOOD POLE

EX. POCH = 27'-0"

EX. PUSHBUTTON & R10-4B SIGN

EX. 2W-2C-BA

EX. 35'/5 WOOD POLE

EX. 1-3" D.B.

EX. HH

TS

CS:

JN:

TSC:

DATE:

FILE:

DESIGN UNIT:

DRAWING SHEET

72022

214395

TWA #18106

3/30/22

OPENINGS:

CYCLIC WATTS:

STEADY WATTS:

PLAN:

72022-01-007

FINAL ROW PLAN REVISIONS ( SUBMITTAL DATE: )

0 30

HORZ. (FT)

GAYLORD TSC

M-55 AT TOWNLINE RD/BERT LANE

VILLAGE OF HOUGHTON LAKE, ROSCOMMON COUNTY

TRAFFIC SIGNAL INSTALL SHEET

Michigan Department of Transportation

DATE NO. DATENO.

214395_7202201007_CON001.dgn

SIGNALS

SERVICE DISCONNECT AND RECONNECT.

P: (844) 316-9537X45132 FOR ELECTRIC

CONSUMERS ENERGY AT C: (989) 329-7541

CONTACT: CHRISTOPHER JANISSE FROM

COST TO CONTRACTOR WILL BE INCIDENTAL.

REGULATORY AFFAIRS AT 989-293-1204

THE MICHIGAN DEPARTMENT OF LICENSING AND

FOR ELECTRICAL SERVICE INSPECTION CONTACT

NO. ITEM QUANTITIES

LIST OF MATERIAL

Strain Pole, Steel, 6 bolt, 30 foot 1 Ea 1

Strain Pole Fdn, 6 Bolt 14 Ft

Controller and Cabinet, Salv 1 Ea 3

.5

18'

Hemispherical Video Detection System, Salv 1 Ea 4

Hemispherical Video Detection Camera, Salv 1 Ea 5

TS, Pedestrian, Two Way Bracket Arm Mtd, Salv 1 Ea 6

Pushbutton and Sign, Salv 1 Ea 7

Serv Disconnect, Salv 1 Ea 2

Casing 10 Ft

Bracket, Truss, With 6 Foot Arm 1 Ea 8

Hh, Round 1 Ea 9

HAND PATCH TO RESTORE PARKING LOT

EX STRAIN POLE FDN CHIPPED DOWN 1' BELOW GRADE

POLE

STEEL

HH1-1•" DB CONDUIT

3-3" DB CONDUITS

TYPICAL

Hand Patching 1 Ton

Conduit, DB, 1, 1 1/2 inch 5 Ft

Conduit, DB, 3, 3 inch 5 Ft

CONTROLLER

POLE MTD

POCH = 27'-6"

INSTALL HH & CONDUITS

INSTALL 6' BRACKET TRUSS ARM

(PROVIDED BY REGION ELECTRICIAN)

SALVAGE HEMISPHERICAL VIDEO DETECTION CAMERA

SALVAGE PUSHBUTTON & R10-4B SIGN

SALVAGE 2W-2C-BA PED SIGNAL

SALVAGE STAINLESS STEEL SERVICE DISCONNECT

(PROVIDED BY REGION ELECTRICIAN)

SALVAGE HEMISPHERICAL VIDEO DETECTION SYSTEM

SALVAGE SOLID STATE (ACTUATED) CONTROLLER

INSTALL 10' CASING

INSTALL 42" DIA. 13.5' 6 BOLT FDN

INSTALL 30' ANCHOR BASE STEEL POLE

INSTALL SEC ELECTRIC SERVICE (TRANSFERRED FROM EX POLE BY CE)

PhillipsK7 Text Box Schedule A - Attachment 2 Construction Items of Work

FILE:

Michigan Department of Transportation

MAY 2021

LONGER THAN 1 HOUR

ON A 2-LANE UNDIVIDED ROADWAY

MIDDLE OF INTERSECTION

SIGNAL WORK AT INTERSECTION DATE:

SHEET:

NOT TO SCALE

162-INT-LD-MID.dgn

MAINTAINING TRAFFIC TYPICAL

162-INT-LD-MID

NO:

D D

M

X

I

N

D

100' MAX.

50' MIN.

D D

X

I

N

100' MAX.

50' MIN. D D

D

M A I

N

S T

R E E T

MIN.

10'

10'MIN.

MIN.

10'

10'MIN.

SIDE STREET

SIDE STREET

M A I

N

S T

R E E T

ALWAYS BE PROHIBITED.)

VEHICLE. (LEFT TURN MOVEMENT SHALL

SIGN REQUIREMENT BASED ON POSITION OF

ALWAYS BE PROHIBITED.)

(LEFT TURN MOVEMENT SHALL

POSITION OF VEHICLE.

SIGN REQUIREMENT BASED ON

ALWAYS BE PROHIBITED.)

VEHICLE. (LEFT TURN MOVEMENT SHALL

SIGN REQUIREMENT BASED ON POSITION OF

BE PROHIBITED.)

TURN MOVEMENT SHALL ALWAYS

POSITION OF VEHICLE. (LEFT

SIGN REQUIREMENT BASED ON

W3-1

W3-1

STOP

R1-1

W3-1

STOP

R1-1*

W3-1

STOP

R1-1

STOP

R1-1

KEY

SEE NOTE S9

LIGHTS

WORK VEHICLE WITH FLASHING OR ROTATING

TRAFFIC FLOW

NIGHTTIME WORK

WORK. USE LIGHTED ARROW PANEL FOR

USE TARGET ARROW (W1-6) FOR DAYTIME

CHANNELIZING DEVICES

G

WORK

AHEAD

W20-1c

SINAL

G

WORK

AHEAD

W20-1c

SINAL

G

WORK

AHEAD

W20-1c

SINAL

G

WORK

AHEAD

W20-1c

SINAL

SIGNAL:

DEVICES:

SIGNING:

GENERAL:

SIG1, SIG3, SIG4, SIG5

TCD1, TCD2

S1, S9

G1, G2, G3

STANDARD NOTES

(SEE 102-GEN-NOTES )

R3-5R R3-2

OR

ONLY

R3-5R R3-2

OR

ONLY

R3-5R R3-2

OR

ONLY

R3-5R R3-2

OR

ONLY

dcameron Cross-Out dcameron Cross-Out dcameron Cross-Out dcameron Cross-Out dcameron Cross-Out dcameron Cross-Out dcameron Cross-Out dcameron Cross-Out dcameron Cross-Out dcameron Cross-Out dcameron Cross-Out dcameron Cross-Out dcameron Cross-Out dcameron Cross-Out dcameron Cross-Out dcameron Cross-Out dcameron Cross-Out

PhillipsK7 Text Box Schedule A - Attachment 3 Maintaining Traffic Typicals (3 Pages)

20SP-820A-01

MICHIGAN

DEPARTMENT OF TRANSPORTATION

SPECIAL PROVISION

FOR

STEEL STRAIN POLE

SIG:EMS 1 of 2 APPR:NAP:POJ:04-29-20

FHWA:APPR:05-05-20

a. Description. This work consists of furnishing, fabricating, and erecting a traffic signal steel strain pole as shown on the plans, in accordance with the standard specifications, and as specified herein. This special provision is for an anchor base type (six anchor bolt system) strain pole and includes all other associated hardware required to complete the work.

b. Material. Provide material in accordance with sections 906, 908, and 921 of the Standard Specifications for Construction and this special provision.

Ensure strain pole meets ASTM A572/A572M, Grade 50 or ASTM A595/A595M, Grade A. Ensure base plate meets ASTM A36/A36M. Blast clean fabricated components to remove mill scale and welding slag before galvanizing. Galvanize strain pole and components in accordance with

AASHTO M111M/M111.

Ensure bolts, nuts, and washers meet subsection 906.07 of the Standard Specifications for Construction.

Stainless steel must meet AISI (American Iron and Steel Industry) 300 series.

Acceptance of strain pole is based on general certification in accordance with MDOT’s materials quality assurance procedures manual.

c. Fabrication. Ensure fabrication and welding is in accordance with American Welding Society (AWS) D1.1:2010, Structural Welding Code-Steel (as modified by the current 20SP-707A

- Structural Steel and Aluminum Construction), hereafter called AWS D1.1, except as modified herein.

Fabricator must possess a valid American Institute of Steel Construction (AISC) Bridge Component Quality Management System Certification (CPT).

Submit shop drawings in Portable Document Format (PDF) to the Engineer for approval in accordance with subsection 104.02 of the Standard Specifications for Construction prior to commencing fabrication. Fabricate strain pole as detailed in the contract.

Ensure all welds are 100 percent visual test (VT) inspected by an AWS certified welding inspector (CWI). Ensure all fillet welds are 25 percent magnetic particle test (MT) inspected by a technician qualified in accordance with American Society of Nondestructive Testing (ASNT) Level II, except fillet welds used to secure strain pole cap detail. Perform MT inspection in conformance with ASTM E709 with dry powder using the yoke method. Use half-wave rectified alternating current (direct current) for MT inspection. Ensure all complete joint penetration (CJP) welds are 100 percent ultrasonic test (UT) inspected by a technician qualified in accordance with ASNT Level II.

PhillipsK7 Text Box Schedule A - Attachment 4 Special Provisions (23 Pages)

20SP-820A-01

SIG:EMS 2 of 2 04-29-20

1. Base plate warpage must not exceed 1/16 inches per foot.

2. Tolerance for overall length of strain pole is ±1/8 inch. Tolerance for sweep and camber of strain pole 1/8 inch per 10 foot. Tolerance for twist of strain pole is ±10 degrees.

3. Strain pole wall may be single or multi-ply.

4. Strain pole cannot have more than one longitudinal weld. Transverse welds are prohibited.

d. Erection. Snug tighten anchor bolts in accordance with subsection 810.03.N.2 of the

Standard Specifications for Construction.

Ensure all installation procedures are witnessed by the Engineer.

e. Construction. Ensure all work is in accordance with subsection 810.03 and sections 819 and 820 of the Standard Specifications for Construction and the contract.

For repair coating, apply a coating 1½ times the thickness or thickness equivalent specified for galvanizing on the item, but not less than 5 mils. Use zinc-based solder, zinc-rich primer, or zinc metallizing in accordance with ASTM A780/A780M. Obtain the Engineer’s approval before using zinc metalizing.

f. 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

Strain Pole, Steel, 6 bolt, __ foot ............................................................................... Each

Strain Pole, Steel, 6 bolt, __ foot includes furnishing all materials, fabrication, shop cleaning, galvanizing, shipping, and erection.

No extension of time or additional compensation will be granted due to obtaining the proper AISC certifications and/or endorsements required for this project.

Construction of the foundation will be included in other items.

20SP-820F-02

PUSHBUTTON AND SIGN, SALVAGE

SIG:EMS 1 of 1 APPR:HLO:NJB:05-26-21

FHWA:APPR:05-27-21

a. Description. This work consists of removing, storing, and reinstalling an existing pushbutton and sign at locations shown on the plans.

This work includes removal, storing and installation of interface equipment, mounting assembly, brackets, hardware, fittings, connectors, wiring, cable to controller, grounding, risers, conduit, and any other material required to ensure a complete removal and installation.

b. Materials. None specified.

c. Construction. Complete this work in accordance with sections 819 and 820 of the Standard Specifications for Construction, as shown on the plans, and as directed by the Engineer.

Remove an existing pushbutton and sign, store salvaged materials in a protected and clean environment, and re-install the materials.

d. Measurement and Payment. The completed work, as described, will be measured and

Pushbutton and Sign, Salv ........................................................................................ Each

Pushbutton and Sign, Salv includes removing a pushbutton, and sign if one is present, storing the removed materials on site and reinstalling materials at a location shown on the plans. This pay item includes removing and re-installing, as applicable, interface equipment, mounting assembly, brackets, hardware, fittings, connectors, wiring, cable to controller, grounding, risers, conduit and any other material required to ensure a complete removal and installation.

20SP-820I-01

TRAFFIC SIGNAL WORK - CONSTRUCTION METHODS

SIG:EMS 1 of 2 APPR:HLO:NJB:04-29-20

FHWA:APPR:05-06-20

a. Description. This special provision is for electrical construction and/or relocation of traffic signal facilities is to be used in addition to the applicable sections of the standard specifications.

In case of conflict use whichever is most restrictive.

b. Materials. Furnish new material and equipment, unless specified otherwise, and comply with sections 918 and 921 of the Standard Specifications for Construction. Materials furnished by the Department to the Contractor will be picked up by the Contractor at such site as designated by either MDOT, or the Local Agency representing MDOT, with any associated costs included in pay items as indicated on the plans and will not be paid for separately.

1. General. Provide manufacturer’s certifications, in accordance with the specifications, for all wire and cable and other items or as directed by the Engineer. Do not install any wire or cable before it has been approved by the Engineer. Include statement “Materials are in accordance with the Specifications” on their material order, especially on wire and cable.

Reuse only the best of the existing material and equipment where the contract calls for reuse of existing material and equipment as directed by the Engineer. The Department will have the right to furnish the Contractor with a new part if any are found defective prior to dismantling.

Any part or parts damaged by the Contractor subsequent to starting the removal are a liability of the Contractor.

Furnish the Engineer an as-built record of all underground or overhead work installed within 5 days after completion of each section of the underground conduit, cable or overhead line work. This record must include the size and length of cable and duct lines, location of the lines, handholes and manholes, and location and size of support poles. Tag and stamp all wires and cables using a brass tag indicating the source and use of the cable.

Connect the ground wire to the ground rod with a UL rated copper or bronze ground clamp.

c. Construction. All work must comply with sections 819 and 820 of the Standard

Specifications for Construction, the applicable “typical” signal construction details, this special provision, and requirements of the NEC, National Electrical Safety Code (NESC), and the Michigan Department of Licensing and Regulatory Affairs (LARA). Contact the LARA for electric service inspection and be responsible for payment of all applicable fees.

1. Maintain all existing street lighting, traffic signal, primary, transmission, communication cables, etc. circuits in an operational condition, unless otherwise noted on the plans or as directed by the Engineer.

2. In addition to subsections 104.07 and 812.03 of the Standard Specifications for

20SP-820I-01

SIG:EMS 2 of 2 04-29-20

Construction, the following applies to Contractor maintenance of permanent or temporary traffic signal installations which are being worked on by the Contractor:

A. The Contractor is responsible for maintaining any portion of a traffic signal which has been worked on by the Contractor until final acceptance of that specific location.

B. If MDOT forces are required to work on an emergency traffic signal malfunction that is determined to have been caused by the work of a Contractor, the cost of the work will be the responsibility of the Contractor.

C. If vandalism occurs to equipment that is not energized, the Contractor is responsible for replacement.

3. Utility Coordination. Notify the System Operating Division of the local utility 72 hours in advance of any work on underground or overhead transmission or distribution circuits. If possible, the System Operating Division will shutdown and red tag the line by 8 a.m. for the day requested. Notify the System Operating Division when the work is complete.

Provide coordination and make arrangements, as described above, to work on traffic signal circuits.

Schedule, coordinate, install, and pay for work provided by the local utility company(s), as indicated on the plans or as directed by the Engineer. The Engineer will not authorize payment for delay caused by the Contractor’s failure to properly schedule and coordinate any utility work.

4. Agency Coordination. Secure all necessary permits covering the operations, including permits from the Public Authorities having jurisdiction over the streets, or other Public Properties in which the work is located, and the improvements therein. Obtain the amount of any charges for payment, including fees or inspection charges required by such authorities, and include the cost of these fees in the bid prices.

The local traffic authority may impose restrictions regarding particular times of certain days of the week wherein the Contractor cannot perform work and may, in fact, be required to clear the area of work obstacles or construction equipment. The Contractor must take note of this and there will be no extra payment to perform the work with possible restrictions imposed.

The Engineer will not authorize extra payment if the Contractor chooses to perform work during overtime status.

5. Ensure construction is performed by persons who are experienced and qualified for the work required. On-site licensed (Journeyman electrician) supervision is required for the electrical system installation (including placement of traffic loops, conduits, and/or cables in dirt, foundations, and handholes) and must be present at all times when electrical construction is in progress. Ensure the ratio of electrical journeymen or master electricians to registered apprentice electricians is on the basis of one electrical journeyman or master electrician to one registered apprentice electrician in accordance with Michigan Law section 338.883e. This ratio is to be enforced on a jobsite basis. For traffic signal work a single jobsite is defined as a single intersection or single electronic traffic control device.

20SP-1003A-01

QUALITY INDEX FOR PORTLAND CEMENT CONCRETE

CFS:CPM 1 of 9 APPR:JFS:TES:04-30-20

FHWA:APPR:05-19-20

a. Description. This special provision establishes pay factor and price adjustments for Portland cement concrete based on Department administered Quality Assurance (QA) testing of 28-day compressive strength and fresh concrete air content of Portland cement concrete (PCC).

Perform all work in accordance with the standard specifications and this special provision.

Percent-within-limits (PWL) analysis for payment adjustments apply for mainline, shoulder, miscellaneous concrete pavement (including ramps), and concrete pavement overlay applications. Non-PWL analysis for payment adjustments apply for all other applications.

b. Materials. Mixture requirements will be in accordance with section 1004 of the Standard Specifications for Construction, unless otherwise specified in the contract.

c. Sampling. Sampling will be in accordance with subsections 1003.03.H and 1003.03.L of the Standard Specifications for Construction, except as modified herein. A sample is defined as a representative quantity of concrete taken during production which is used to measure the quality characteristics for the concrete. Compressive strength specimens for each sample consist of two cylinders, either 4-inch by 8-inch or 6-inch by 12-inch.

1. PWL Applications. Production lots for PWL analysis are made of at least five approximately equal sublots. The Engineer may approve occasional small individual quantities of concrete to be combined with a larger production lot provided they are of the same grade, contain the same Job Mix Formula (JMF), and are used for the same PWL application.

The random number method for PWL sampling will be used to determine the sampling locations. A random number will be generated for each sublot. The sampling frequency for a production lot is one QA sample per sublot.

If a sublot is not completed in sufficient quantity to permit it to be randomly sampled during its production day, as planned, the quantity of concrete for the sublot that was not placed as part of the day’s production will be sampled during the following production day in accordance with the original random number sampling protocol. The random sample will then represent the total quantity of concrete for the sublot placed over the respective multiple days of production.

If the quantity of a grade of concrete to be sampled on the last day of production for the project is not sufficient to make up three or more equivalent sublots, combine the test results for these one or two remaining sublots, or fraction thereof, with the previous day’s production lot for quality index analysis.

The Engineer will mold and cure two additional compressive strength cylinders, in the same

CFS:CPM 2 of 9 04-30-20 manner as the QA specimens, that are to be retained in the event of dispute resolution.

2. Non-PWL Applications. See subsection 1003.03.L of the Standard Specifications for Construction.

3. Small Incidental Quantities. See subsection 1003.03.J in the Standard Specifications for Construction for reduced sampling and testing for small incidental quantities.

d. Quality Index Analysis. The Engineer’s QA test results will be used to determine the pay factor (PF) and price adjustment (ADJ). The Contractor QC test results will not be used for PF and ADJ analysis. The Engineer will complete PF and ADJ analysis within 7 working days after completion of all 28-day compressive strength testing for the represented production lot or quantity of concrete. All values for PWL, overall lot pay factor (OLPF), and PF are in percent.

PWL values are rounded to the nearest whole number. PF and OLPF values are rounded to two decimal places.

1. PWL Applications. The PWL, PF, OLPF, and associated ADJ will be determined using the MDOT Concrete PWL Worksheet. The acceptable quality level (AQL), rejectable quality limit (RQL), lower specification limit (LSL), and upper specification limit (USP) are shown in Table 1. The Engineer will perform the quality index analysis for all concrete represented by lot size and makeup necessary for random sampling.

Table 1: Quality Index Parameter Specification Limits for PWL Applications

Quality Index Parameters Grade of Concrete

3500/3500HP

28-Day Compressive Strength

Specification Limit – Lower (LSL) (psi) 3500

Specification Limit – Upper (USL) N/A

Acceptable Quality Level (AQL) 95 PWL

Rejectable Quality Level (RQL) 50 PWL

Rejection Limit for an Individual Strength Sample Test Result (psi) 2500

Air Content of Fresh Concrete

Specification Limit – Lower (LSL) (percent) 5.5

Specification Limit – Upper (USL) (percent) 8.5

Acceptable Quality Level (AQL) 90 PWL

Rejectable Quality Level (RQL) 50 PWL

Suspension Limits (percent) < 5.0 or > 9.0

A. Pay Factor Determination for PWL Applications. The MDOT Concrete PWL

Worksheet uses the following formulas to calculate the PF and associated ADJ for each production lot. The maximum calculated numerical values for PF and OLPF will not exceed 105.00.

(1) Pay Factor for 28-day Compressive Strength (PFs). If PWL for 28-day compressive strength (PWLs) is 95 to 100 inclusive, use the following formula to determine PFs:

PFs = 5 + PWLs

CFS:CPM 3 of 9 04-30-20

If PWLs is from 50 to less than 95, use the following formula to determine PFs:

PFs = 47.22 + (0.5556 x PWLs)

If PWLs is less than 50, the production lot is rejectable and the Engineer will require additional evaluation to decide what further action may be warranted as described in section e of this special provision.

(2) Pay Factor for Air Content of Fresh Concrete (PFac). If PWL for air content of fresh concrete (PWLac) is 70 to 100 inclusive, use the following formula to determine PFac:

PFac = 55 + (0.5 x PWLac)

If PWLac is from 50 to less than 70, use the following formula to determine PFac:

PFac = 37.5 + (0.75 x PWLac)

If PWLac is less than 50, the Engineer will elect to do one of the following:

(a) Require removal and replacement of the entire production lot with new testing conducted on the replacement concrete and repeat the evaluation procedure.

(b) Provided no individual test results for the production lot are outside the suspension limits for air content, allow the production lot to remain in place and apply an Overall Lot Pay Factor (OLPF) of 50.00.

(c) Allow submittal of a corrective action plan for the Engineer’s approval. If the Engineer does not approve the plan for corrective action, subsections d.1.A.(2).(a) or d.1.A.(2).(b) of this special provision will be applied, as determined by the Engineer. All costs associated with plan submittal and corrective action under this subsection will be borne by the Contractor. Positive ADJ (quality initiative) will not apply for production lots subject to corrective action.

(3) Overall Lot Pay Factor (OLPF). Use the following formula to calculate the

OLPF:

OLPF = (0.60 x PFs) + (0.40 x PFac)

B. Price Adjustment for PWL Applications. Both pay factors (PFs and PFac) must be

100.00 or greater for the production lot to be eligible for positive ADJ (quality initiative) consideration. Use the following formula to determine price adjustment for each production lot, using the established Base Price for the pay item included in the contract:

ADJ = (OLPF-100)(Price)/100

2 Non-PWL Applications. Positive ADJ (quality initiative) does not apply for non-PWL applications. Each individual QA strength sample test result will be used to determine the PF and ADJ for the respective quantity of concrete that it represents, based on the sampling rate.

CFS:CPM 4 of 9 04-30-20

The specification limits for non-PWL applications are defined in Tables 2 and 3. Unless otherwise specified in the contract, concrete not conforming to the requirements specified in Tables 2 and 3 is rejectable and subject to further evaluation.

Table 2: Quality Index Parameter Specification Limits for Non-PWL Applications

Quality Characteristic Specification Limits

Air Content of Fresh Concrete (percent) 5.5 – 8.5

Rejection Limit (percent) <5.0 or >9.0

Conc. Temp. (deg. F) 45 - 90 at time of placement

Slump (max.) (inch) See footnotes a through l in Table 1004-1 of the Standard Specifications for Construction

28-day Compressive Strength (psi) For LSL see Table 3

Rejection Limit - 28-day Compressive Strength See Table 3

Table 3: Quality Index Parameter Specification Limits for 28-Day Compressive Strength (psi) for Non-PWL Applications

A. Pay Factor Determination for Non-PWL Applications.

(1) Pay Factor for 28-Day Compressive Strength (PFs). If the tested strength does not meet the minimum rejection limit in Table 3, the Engineer will require additional evaluation as described in section e. of this special provision. Use the following formula to determine PFs:

PFs = (QA Test Strength)/LSL

(2) Pay Factor for Air Content of Fresh Concrete (PFac). The pay factor for air content of fresh concrete (PFac) will be in accordance with Table 4.

Table 4: Air Content of Fresh Concrete Pay Factor (PFac) for Non-PWL Applications

Air Content of Fresh Concrete (percent) Pay Factor (PFac)

5.5 – 8.5 1.00

5.0 – 5.4 0.50

Below 5.0 Rejection

8.6 – 9.0 0.75

Above 9.0 Rejection

If the air content of fresh concrete is below 5.0 or above 9.0 percent, the Engineer will elect to do one of the following:

Parameter Grade of Concrete

3000 3500 3500HP 4000 4000HP 4500 4500HP

Lower Specification Limit (psi) 3000 3500 3500 4000 4000 4500 4500

Rejection Limit for an Individual Strength Sample Test Result (psi)

2500 3000 3000 3500 3500 4000 4000

CFS:CPM 5 of 9 04-30-20

(a) Require removal and replacement of the entire quantity of concrete represented by the test with new testing conducted on the replacement concrete and repeat the evaluation procedure.

(b) Allow submittal of a corrective action plan for the Engineer's approval. If the Engineer does not approve the plan for corrective action, subsection d.2.A.(2).(a) will be applied. All costs associated with plan submittal and corrective action under this subsection will be borne by the Contractor.

(3) Overall Lot Pay Factor. Use the following formula to determine the OLPF. The

OLPF cannot exceed 1.00:

OLPF = (0.60 x PFs) + (0.40 x PFac)

B. Price Adjustment for Non-PWL Applications. Use the following formula to calculate the price adjustment:

ADJ = (OLPF - 1) x (Price)

3. Small Incidental Quantities. Positive ADJ (quality initiative) does not apply to small incidental quantities. Price adjustment for 28-day compressive strength deficiencies will be based on test results for the corresponding weekly QA test specimens and the pay factor (PFs) calculated in accordance with the formula defined in subsection d.2.A.(1). Price adjustment is calculated using the following formula, using the pay factor for 28-day compressive strength (PFs) and the established base price for the pay item (Price):

(ADJ) = (PFs – 1) x (Price)

e. Evaluation of Rejectable Concrete. The Engineer will require additional evaluation to decide what further action may be warranted. Results for air content testing of fresh concrete are not eligible for re-evaluation.

If the Engineer determines that non-destructive testing (NDT) is appropriate, this work must be done by the Contractor in the presence of the Engineer within 45 calendar days of concrete placement. All costs associated with this work will be borne by the Contractor. Ensure a complete set of non-destructive tests is conducted (in accordance with the respective standard test method) at a minimum of three randomly selected locations. If NDT is used to estimate the in-situ strength, a calibrated relationship between the project job mix formula (JMF) under evaluation and the NDT apparatus must have been established prior to NDT testing in accordance with its respective standard test method.

1. PWL Applications. If the quality index analysis for 28-day compressive strength shows that the RQL has not been met (50 PWL, minimum) for a production lot or the rejection limit for the individual strength sample test result representing the rejected sublot within a production lot has not been achieved (as specified in Table 1), the associated concrete will be rejected.

A. If the results from evaluation of the rejected concrete indicate that the RQL has been met (50 PWL, minimum) for the rejected production lot, or the rejection limit for the individual strength sample test result representing the rejected sublot within a production lot has been achieved, the represented quantity of concrete under evaluation will remain

CFS:CPM 6 of 9 04-30-20 in place and a pay factor for 28-day compressive strength (PFs) of 50.00 will be applied for overall lot pay factor (OLPF) and price adjustment (ADJ) determinations in accordance with subsection d.1 of this special provision.

B. If the results from evaluation of the rejected concrete confirm that the RQL has not been met (50 PWL, minimum) for the rejected production lot, or the rejection limit for the individual strength sample test result represented by the rejected sublot within a production lot has not been achieved, the Engineer will elect to do one of the following:

(1) Require removal and replacement of the entire rejected production lot, or the individual rejected sublot within a production lot, including new initial tests for quality index analysis conducted in accordance with subsection d.1.A of this special provision.

(2) Allow the Contractor to submit a plan for corrective action, for the Engineer’s approval, to address the disposition of the rejected concrete. If the Engineer does not approve the plan for corrective action, subsection e.1.B.(1) will be applied. All costs associated with plan submittal and corrective action under this subsection will be borne by the Contractor.

2. Non-PWL Applications. If the 28-day compressive strength QA test results show that the rejection limit (as specified in Table 3) has not been achieved, the quantity of concrete under evaluation will be rejected and the Engineer will require additional evaluation to decide what further action may be warranted.

Propose an evaluation plan and submit it to the Engineer for approval before proceeding. The results from NDT will be used only to decide what further action is required. This determination will be made by the Engineer, as follows:

A. For non-structural concrete. If no test result from non-destructive testing falls below the lower specification limit (LSL) 28-day compressive strength, the represented quantity of concrete under evaluation will remain in place and a pay factor for 28-day compressive strength (PFs) of 1.00 will be applied for overall lot pay factor (OLPF) and price adjustment (ADJ) determinations will be in accordance with subsection d.2 of this special provision.

B. For structural concrete (including overhead sign foundations). If no test result from non-destructive testing falls below the lower specification limit (LSL), the represented quantity of concrete under evaluation will remain in place and a pay factor for 28-day compressive strength (PFs) of 0.85 will be applied for overall lot pay factor (OLPF) and price adjustment (ADJ) determinations will be in accordance with subsection d.2 of this special provision.

C. If one or more of the non-destructive test results fall below the lower specification limit (LSL) 28-day compressive strength, the Engineer may elect to do one of the following:

(1) Require removal and replacement of the entire rejected quantity of concrete, including new initial tests for quality index analysis conducted in accordance with subsection d.2 of this special provision.

(2) Allow the Contractor to submit a plan for corrective action, for the Engineer’s approval, to address the disposition of the rejected concrete. If the Engineer does not

CFS:CPM 7 of 9 04-30-20 approve the plan for corrective action, subsection e.2.C.(1) will be applied. All costs associated with plan submittal and corrective action under this subsection will be borne by the Contractor.

(3) Allow the in-situ quantity of concrete under evaluation to remain in place and a pay factor (PFs) of 0.50 will be applied for overall lot pay factor (OLPF) and price adjustment (ADJ) determinations in accordance with subsection d.2 of this special provision.

f. Lot Dispute Resolution.

1. Requirements. Dispute resolution pertains to production lots subject to quality index analysis for PWL applications only. Dispute resolution will not be considered if it is shown that the Contractor QC has not been completed in accordance with the approved QC plan. Failure by the Contractor to maintain the proper curing environment during initial cure will not be the basis for rejection of samples or claims against the Department. If the Contractor does not maintain the proper curing environment for initial cure, the production lot represented by the improperly cured samples are not eligible for dispute resolution. Air content of fresh concrete is not eligible for dispute resolution.

Submit the Contractor’s 28-day compressive strength QC test results to the Engineer, accompanied by a signed statement certifying that the QC test results are true and accurate, prior to the Engineer’s release of any QA test results for the respective production lot. The 28-day compressive strength QA test results for a production lot of concrete may be eligible for dispute resolution only if criteria below are met. If the Engineer determines, based on the criteria below, that further evaluation is not warranted, the ADJ for the production lot will be based on the Engineer’s original 28-day compressive strength QA test results.

A. The request for dispute resolution testing was submitted by the Contractor in writing within 2 working days of receipt of the results of the quality index analysis for the production lot.

B. Complete records and reports for all QC tests and inspections as described in subsection 1002.03.C of the Standard Specifications for Construction, including documentation of what action was taken to correct deficient concrete, along with sufficient information and production lot identification to allow the test results to be correlated with the items of work represented, were submitted to the Engineer within 24 hours after the date covered by the records and reports.

C. QC sampling and testing procedures were conducted in the same manner as the

Department’s QA sampling and testing procedures.

D. The Contractor’s QC and Department’s QA 28-day compressive strength test specimen for the production lot in dispute are the same nominal size (either 6-inch by 12-inch or 4-inch by 8-inch).

E. The pay factor for 28-day compressive strength (PFs), as re-calculated by the

Engineer using the Contractor’s QC test results, is greater than that determined by the Engineer using the QA test results.

F. Each sublot within the respective production lot under dispute is represented by

CFS:CPM 8 of 9 04-30-20 complete QC test results.

G. The QC sampling and testing for the production lot in dispute was conducted by a Michigan Concrete Association (MCA) certified Michigan Concrete Technician Level I or

II.

H. A current and complete QC plan, for the appropriate items of work, was submitted and approved by the Engineer prior to start of related work.

I. The QC sampling and testing was performed on the same production lot of concrete as the Department’s QA sampling and testing, and all associated QC records include the appropriate production lot identification number that coincides with the Engineer’s QA production lot identification number.

J. The corresponding Contractor QC and Department QA 28-day compressive strength test specimens for the production lot in dispute were properly secured during initial curing in the curing facility provided and maintained by the Contractor.

K. The QC test results and documentation for aggregate gradation, slump, air content, temperature, and density (unit weight) of the fresh concrete were complete and within specification requirements.

L. The appropriate corrective action was taken in the event QC action limits were exceeded, as described in the QC plan.

M. QC suspension limits for the associated production lot of concrete were not exceeded.

2. Schedule. If the Engineer determines, based on the above criteria, that lot dispute resolution is warranted, the following schedule and testing process will be initiated.

A. The Engineer will document receipt of the request for dispute resolution and will deliver the dispute resolution samples along with the appropriate sample identification submittal forms to the MDOT Construction Field Services (CFS) Central Laboratory for testing within 3 working day of the receipt of the request.

B. The Department’s CFS Central laboratory will test all dispute resolution test specimens within 2 working days of their receipt.

C. The MDOT CFS Central laboratory will return the dispute resolution test results to the Engineer within 10 working days from receipt of the dispute resolution samples.

3. Testing Process.

A. All lot dispute resolution samples will be tested for the production lot under dispute resolution.

B. All dispute resolution test results will replace their respective original QA test results.

C. The PFs for the production lot under dispute will be recalculated using the

CFS:CPM 9 of 9 04-30-20 compressive strength test results from the dispute resolution test specimens.

D. If the recalculated lot PFs is less than or equal to the original corresponding PFs, the costs for dispute resolution sample testing will be borne by the Contractor.

E. If the recalculated lot PFs is greater than the original corresponding PFs, the costs for dispute resolution sample testing will be borne by the Department.

F. The OLPF will then be recalculated using the PFs from the compressive strength dispute resolution test results and the original corresponding PFac.

g. Measurement and Payment. Any positive price adjustment payment made in connection with this special provision will use the following pay item:

Conc Quality Initiative .............................................................................................. Dollar

Conc Quality Initiative is a budgeted amount established in the contract to cover the potential positive ADJ for the pay items associated with the PWL application only. Conc Quality Initiative does not apply to the pay items associated with non-PWL applications.

If a price adjustment is made for reasons included in this special provision, that adjustment will be made using the base price established for the specific item. If a contract unit price requires adjustment for other reasons not described in this special provision, the adjustments will be made using the original unit price and the adjustments will be cumulative.

Separate payment will not be made for providing, implementing, and maintaining an effective QC program. All costs associated with this work will be included in the applicable unit prices for the concrete items. Failure by the Contractor to maintain the proper curing environment during initial cure will not be basis for claim against the Department.

All costs associated with providing, locating, relocating, maintaining, and securing the adequate number of portable initial curing facilities for both the QC and QA strength test specimens will be included in the applicable unit prices for the concrete items. No additional payment will be permitted. The Contractor is responsible for damage, theft, subsequent replacement, and removal after completion of the work for each curing facility used on the project.

20TM818-A140-02

HANDHOLE, ROUND

UTL:BMB 1 of 2 APPR:EMS:KSH:10-14-21

a. Description. This work consists of constructing a round handhole, and providing hardware, connectors, fittings, and all material necessary to complete the work.

b. Materials. Furnish materials meeting the requirements of section 918 of the Standard Specifications for Construction.

1. Furnish handhole with live loads meeting the requirements of AASHTO HS 20-44 for wheel loading.

2. Furnish Grade 3500 concrete in accordance with section 1004, except ensure it attain a 28-day compressive strength of 4,500 psi.

3. Furnish smooth or deformed welded wire fabric in accordance with ASTM A1064/A1064M.

4. Furnish reinforcing steel meeting the requirements of ASTM A615/A615M, Grade 60 rebar, if required. Bend bars and place in accordance with the latest ACI standards.

5. Furnish precast handhole with the following characteristics:

A. An inside diameter of 22½ inches, capable of accommodating a round cover.

B. Integral wall and base.

C. A height of 39½ inches.

D. An outside diameter of 30¾ inches.

E. One, 5-inch knockout in the base for a sump drain hole.

F. Walls with four tapered knock-outs for conduits entering the handhole, 2 inches deep from the inside and 12 inches in diameter.

G. Furnish a heavy duty frame and cover, with securable bolt down cover capability, manufactured by East Jordan, Neenah Foundry, or a Department approved equal, with “MDOT Traffic Signal” cast into the cover.

c. Construction. Construct the handhole to accept a heavy duty frame and cover centered on top of the handhole. Ensure the inner surface of handhole is smooth.

20TM818-A140-02

UTL:BMB 2 of 2 10-14-21

Hh, Round ................................................................................................................. Each

Hh, Round includes constructing a round handhole and providing hardware, connectors, fittings, and all material necessary to complete the work.

20SP-820N-01

HEMISPHERICAL VIDEO DETECTION

SIG:EMS 1 of 7 APPR:BA:HLO:04-29-20

FHWA:APPR:05-06-20

a. Description. This work consists of installing or removing a single hemispherical video detection system and/or camera which detects vehicles on multiple roadway approaches at an intersection using only video images of vehicle traffic and is compatible with solid state pre-timed or actuated traffic signal control equipment and cabinet environments.

As applicable, this work includes installing or removing the necessary wiring, mounting brackets, mounting hardware, conduit, cable connectors, grounding and any other material required to ensure a complete installation or removal as specified for a location.

b. Material. Provide materials, as directed by the Engineer, necessary to provide a complete and operating job. Provide materials in accordance with sections 918 and 921 of the Standard Specifications for Construction and this special provision.

1. System Requirements.

A. System Hardware. Provide a hemispherical video detection system that is composed of these principal items:

(1) Hemispherical camera(s);

(2) A field communications link consisting of a single Category 5 (CAT5)e cable between each camera and the video imaging vehicle detection system (VIVDS) processor;

(3) VIVDS processor along with a video monitor or associated equipment required to setup the VIVDS processor and software to communicate to the VIVDS processor.

B. System Software. Provide a VIVDS processor that is either NEMA TS 2 TYPE 1 or NEMA TS 2 TYPE 2 with a recommended standard (RS) 485 synchronous data link control (SDLC). Ensure the VIVDS processor has at least four processing cores of 2.8 Gigahertz (GHz) or greater, a minimum of 3 Gigabyte (GB) random access memory (RAM), and at least 32GB of onboard storage.

2. Functional Capabilities.

A. Provide system software that is able to detect either approaching or departing vehicles in multiple traffic lanes and have a minimum of 24 detector outputs per VIVDS processor. Ensure each zone and output is user definable through interactive graphics by drawing arbitrarily shaped polygons using the field setup computer or central control.

Ensure the user is able to redefine previously defined detection zones.

SIG:EMS 2 of 7 04-29-20

B. Ensure the VIVDS processor provides real time vehicle detection (within 500 milliseconds (ms) of vehicle arrival).

C. Ensure the system can detect the presence of vehicles in up to 64 detection zones per camera.

D. Ensure detection zones are sensitive to the direction of vehicle travel and the direction to be detected by each detection zone is user programmable.

E. Ensure the VIVDS processor unit can compensate for minor camera movement (up to 2 percent of the field of view at 400 feet) without falsely detecting vehicles and that the camera movement is measured on the unprocessed video input to the VIVDS processor.

F. Provide a camera that operates while directly connected to VIVDS processor unit.

G. Ensure the video detection system operates with the monitoring equipment

(monitor and/or laptop) disconnected or on-line once the detector configuration has been downloaded or saved into the VIVDS processor.

H. Ensure when the monitoring equipment is directly connected to the VIVDS processor, it can view vehicle detections in real time as they occur on the field setup computer's color video graphics adapter (VGA) display or the video monitor.

I. Provide a VIVDS processor that supports 1 or 2 omnidirectional view cameras. If equipped with 1 omnidirectional view camera, ensure the VIVDS processor is also capable of simultaneously supporting up to four more traditional view cameras for special needs such as advance detection or underpass detection.

3. Vehicle Detection.

A. Detection Zone Placement.

(1) Provide a hemispherical video detection system with flexible detection zone placement anywhere within the combined field of view of the image sensors. Ensure that preferred presence detector configurations are arbitrarily shaped polygons, including simple boxes, drawn across lanes of traffic or placed in line with lanes of traffic.

(2) Ensure a single detector is able to replace one or more conventional detector loops.

B. Detection Zone Programming.

(1) Ensure that a graphical interface video image of the roadway is used for the placement of detection zones.

(2) Ensure the monitor shows images of the detection zones superimposed outlined or filled, with a visible change indicating detection on the video image of traffic while the VIVDS processor is running verifying proper operation of the detection

SIG:EMS 3 of 7 04-29-20 system. Provide a VIVDS processor with a display that will indicate proper operation of the detection zones with the absence of video.

(3) Ensure the detection zones are created using the mouse or keypad to draw detection zones on the monitor and are capable of being sized and shaped to provide optimal road coverage and detection. Ensure that detector configurations can be uploaded to the VIVDS processor and that the detector configuration that is currently running can be retrieved from the VIVDS processor.

(4) Ensure that the mouse or keypad can be used to edit previously defined detector configurations so as to fine tune the detection zone placement, size and shape. Ensure that detection continues to operate from the detector configuration that is currently called while fine-tuning is being done.

(5) Ensure that the hemispherical video detection system is sensitive to the direction of vehicle travel with the direction to be detected by each detection zone to be user programmable. Ensure the vehicle detection zone does not activate from cross-street traffic, wrong way traffic, or from a vehicle traveling any direction other than the one specified for detection occupies the detection zone.

(6) Ensure detection zones have the option for the user to define that calls can be made with a side entrance (90 degrees or less angled entrance).

C. Design Field of View. Ensure the hemispherical video detection system can reliably detect vehicle presence in the design field of view. Ensure the design field of view is defined as the sensor view when the image sensor is mounted 30 feet or higher above the roadway, when the camera is adjacent (within 15 feet) to the edge of the nearest vehicle travel lane, and when the length of the detection area is not greater than 5 times the mounting height of the image sensor. Within this design field of view, ensure the VIVDS processor unit is capable of setting up a single detection zone for point detection (equivalent to the operation of a 6 foot by 6 foot inductive loop). Ensure a single camera, placed at the proper mounting height, is able to monitor up to and including 5 traffic lanes simultaneously. Ensure a single omnidirectional camera, placed at the proper mounting height, is able to monitor detection zones in at least intersection approaches.

D. Detection Performance. Ensure detection accuracy of the video detection system is comparable to properly operating inductive loops. Detection accuracy must include the presence of any vehicle in the defined detection zone regardless of the lane, which the vehicle is occupying.