07-389104 Install High Friction Surface Treatment.pdf

Bids open Tuesday, August 4, 2026

Dated July 13, 2026

STATE OF CALIFORNIA

DEPARTMENT OF TRANSPORTATION

NOTICE TO BIDDERS

AND

SPECIAL PROVISIONS

FOR CONSTRUCTION ON STATE HIGHWAY IN LOS ANGELES COUNTY IN

AND NEAR CITY OF INDUSTRY AT VARIOUS LOCATIONS FROM 0.1 MILE

WEST OF ROSEMEAD BOULEVARD OVERCROSSING TO 0.1 MILE EAST OF

FULLERTON ROAD UNDERCROSSING

In District 07 On Route 60

Under

Bid book dated July 13, 2026 Standard Specifications dated 2025

Project plans approved March 18, 2026 Standard Plans dated 2025

Identified by

Contract No. 07-389104

07-LA-60-9.4/19.6

Project ID 0722000264

Federal-Aid Project

HSNH-P060(168)

SPECIAL NOTICES

See sections 2 and 3 for contractors' registration requirements.

The Department advises bidders that potential claim records must be submitted by the contractor using the Department's Internet potential claim system.

See section 2 for submittal requirements for DVBE quotes and Non–Small Business

Subcontractor Preference.

See section 6-1.01 and 6-1.04 of these Special Provisions for the requirements of Buy

America/Build America for manufactured products.

For work plan for local material from (1) a noncommercial source or (2) a source not regulated under California jurisdiction, see section 6-1.03B(2).

See section 7-1.02K(3) for the requirements for electronic submittal of certified payroll records using LCPtracker Pro.

The flagging and temporary traffic control requirements have been revised. See sections 7-

1.03, 7-1.04, and 12.

See sections 2-1.11 and 2-1.33B for in-use off-road diesel-fueled vehicle requirements regarding Certificate of Reported Compliance submittals.

See section 14-11.14 for changes to the management of treated wood waste.

Contract No. 07-389104 i

TABLE OF CONTENTS

NOTICE TO BIDDERS

BID ITEM LIST

SPECIAL PROVISIONS

ORGANIZATION

DIVISION I GENERAL PROVISIONS

1 GENERAL

2 BIDDING

5 CONTROL OF WORK

6 CONTROL OF MATERIALS

8 PROSECUTION AND PROGRESS

9 PAYMENT

DIVISION II GENERAL CONSTRUCTION

12 TEMPORARY TRAFFIC CONTROL

14 ENVIRONMENTAL STEWARDSHIP

DIVISION V SURFACINGS AND PAVEMENTS

36 GENERAL

37 SEAL COATS

39 ASPHALT CONCRETE

DIVISION IX TRAFFIC CONTROL DEVICES

84 MARKINGS

DIVISION X ELECTRICAL WORK

87 ELECTRICAL SYSTEMS

ii

STANDARD PLANS LIST

The standard plan sheets applicable to this Contract include those listed below. The applicable revised standard plans (RSPs) listed below are included in the project plans.

RSP A3A Abbreviations (Sheet 1 of 3)

RSP A3B Abbreviations (Sheet 2 of 3)

RSP A3C Abbreviations (Sheet 3 of 3)

A10A Legend - Lines and Symbols (Sheet 1 of 5)

A10B Legend - Lines and Symbols (Sheet 2 of 5)

A10C Legend - Lines and Symbols (Sheet 3 of 5)

A10D Legend - Lines and Symbols (Sheet 4 of 5)

A10E Legend - Lines and Symbols (Sheet 5 of 5)

A20A Pavement Markers and Traffic Lines - Typical Details

A20B Pavement Markers and Traffic Lines - Typical Details

A20C Pavement Markers and Traffic Lines - Typical Details

A20D Pavement Markers and Traffic Lines - Typical Details

A20E Traffic Lines - Typical Details for Contrast Striping

A20F Pavement Markers and Traffic Lines - Typical Details

A20G Exit Ramp with Enhanced Pavement Markers for Wrong Way Details

A24A Pavement Markings - Arrows

A24B Pavement Markings - Arrows and Symbols

A24C Pavement Markings - Symbols and Numerals

A24D Pavement Markings - Words

A24E Pavement Markings - Words

A24F Pavement Markings - Crosswalks

A24G Pavement Markings - Yield Lines, Limit Lines, and Wrong Way Details

A24H Pavement Markings - Arrows

A24J Pavement Markings - Speed Measurement

A24K Pavement Markings - Bicycle Obstruction Markings

A24L Pavement Markings - Speed Reduction

A73B Markers

A87A Curbs and Driveways

A87B Hot Mix Asphalt Dikes

P70 Hot Mix Asphalt Paving (Longitudinal Tapered Notched Wedge Joint)

T1A Temporary Crash Cushion - Sand Filled (Unidirectional) iii

T1A1 Temporary Crash Cushion - Sand Filled (Unidirectional)

T1B Temporary Crash Cushion - Sand Filled (Bidirectional)

T2 Temporary Crash Cushion - Sand Filled (Shoulder Installations)

T3C Temporary Barrier System (Cross Bolt)

T3D Temporary Barrier System (Cross Bolt)

T3E Temporary Barrier System (Cross Bolt)

T3F Temporary Barrier System (Cal F-23)

T3F2 Temporary Barrier System (Cal F-23)

T3G Temporary Barrier System (Staking or Anchoring)

T3G2 Temporary Barrier System (Staking or Anchoring)

T9 Traffic Control System Tables for Lane and Ramp Closures

T10 Traffic Control System for Lane Closure on Freeways and Expressways

T14 Traffic Control System for Ramp Closure

T30 Temporary Pedestrian Access Routes - Typical Sidewalk Closure and Pedestrian Detour

RS1 Roadside Signs - Typical Installation Details No. 1

RS2 Roadside Signs - Wood Post - Typical Installation Details No. 2

RS4 Roadside Signs - Typical Installation Details No. 4

ES-1A Electrical Systems (Legend)

ES-1B Electrical Systems (Legend)

ES-1C Electrical Systems (Legend)

ES-5A Electrical Systems (Loop Detectors)

ES-5B Electrical Systems (Detectors)

ES-5D Electrical Systems (Curb and Shoulder Termination, Trench, and Handhole Details)

ES-13A Electrical Systems (Splice Insulation Methods Details)

ES-13B Electrical Systems (Kinking and Banding Detail)

CANCELED STANDARD PLANS LIST

The 2025 standard plan sheets listed below are canceled and not applicable to this contract.

Plan No.

Date

Canceled Plan No.

Date Canceled

Plan No.

Date

Canceled

P8 04-20-26

NOTICE TO BIDDERS

Bids open Tuesday, August 4, 2026

Dated July 13, 2026

General work description: Install high friction surface treatment.

The Department will receive electronically sealed bids for the following work: CONSTRUCTION ON

STATE HIGHWAY IN LOS ANGELES COUNTY IN AND NEAR CITY OF INDUSTRY AT VARIOUS

LOCATIONS FROM 0.1 MILE WEST OF ROSEMEAD BOULEVARD OVERCROSSING TO 0.1 MILE

EAST OF FULLERTON ROAD UNDERCROSSING.

District-County-Route-Post Mile: 07-LA-60-9.4/19.6

Contract No. 07-389104

The Contractor must have either a Class A license or the following Class C license which constitutes a majority of the work: C-12.

Federal-aid project no.:

HSNH-P060(168)

Bids must be on a unit price basis.

Complete the work within 140 working days.

The estimated cost of the project is $1,200,000.

The Department will receive bids until 2:00 p.m. on the bid open date via Bid Express website. Bids received after this time will not be accepted. For more information refer to the Electronic Bidding Guide at the Office Engineer's website.

The Department will open and publicly read the bids through webcast/teleconference services immediately after the specified closing time.

For bid results go to:

https://ppmoe.dot.ca.gov/cc

Select Electronic Bidding under the Bidding tab.

District office addresses are provided in the Standard Specifications.

Present bidders' inquiries to the Department and view the Department's responses at:

https://ppmoe.dot.ca.gov/cc?id=cc_bidinquiries

Questions about alleged patent ambiguity of the plans, specifications, or estimate must be asked before bid opening. After bid opening, the Department does not consider these questions as bid protests.

Submit your bid with bidder's security equal to at least 10 percent of the bid.

Prevailing wages are required on this Contract. The Director of the California Department of Industrial Relations determines the general prevailing wage rates. Obtain the wage rates at the DIR website, http://www.dir.ca.gov, or from the Department's Labor Compliance Office of the district in which the work is located.

The federal minimum wage rates for this Contract as determined by the United States Secretary of Labor are available at https://sam.gov/content/home.

If the minimum wage rates as determined by the United States Secretary of Labor differs from the general prevailing wage rates determined by the Director of the California Department of Industrial Relations for similar classifications of labor, the Contractor and subcontractors must not pay less than the higher wage rate. The Department does not accept lower State wage rates not specifically included in the federal minimum wage determinations. This includes helper, or other classifications based on hours of experience, or any other classification not appearing in the federal wage determinations. Where federal wage determinations do not contain the State wage rate determination otherwise available for use by the Contractor and subcontractors, the Contractor and subcontractors must not pay less than the federal minimum wage rate that most closely approximates the duties of the employees in question.

The Department has made available Notices of Suspension and Proposed Debarment from the Federal Highway Administration. For a copy of the notices, go to https://www.dir.ca.gov/dlse/debar.html.

Additional information is provided in the Excluded Parties List System at https://sam.gov/content/home.

Caltrans and the Construction Industry are committed to making partnering the way we do business. For more information, go to https://dot.ca.gov/programs/construction/partnering.

Department of Transportation

BID ITEM LIST

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0001 070030 LEAD COMPLIANCE PLAN LS LUMP SUM

0002 090100 TIME-RELATED OVERHEAD (WDAY) WDAY 140

0003 120090 CONSTRUCTION AREA SIGNS LS LUMP SUM

0004 120100 TRAFFIC CONTROL SYSTEM LS LUMP SUM

0005 124000 TEMPORARY PEDESTRIAN ACCESS ROUTE LS LUMP SUM

0006 130100 JOB SITE MANAGEMENT LS LUMP SUM

0007 130201 WATER POLLUTION CONTROL PROGRAM LS LUMP SUM

0008 141103 REMOVE YELLOW THERMOPLASTIC TRAFFIC

STRIPE (HAZARDOUS WASTE)

LF 2,030

0009 037164 HIGH FRICTION SURFACE TREATMENT SQYD 8,350

0010 374207 CRACK TREATMENT LNMI 1.2

0011 390095 REPLACE ASPHALT CONCRETE SURFACING CY 25

0012 390132 HOT MIX ASPHALT (TYPE A) TON 560

0013 394076 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 520

0014 397005 TACK COAT TON 2.5

0015 398100 REMOVE ASPHALT CONCRETE DIKE LF 520

0016 398200 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5,340

0017 810120 REMOVE PAVEMENT MARKER EA 73

0018 810230 PAVEMENT MARKER (RETROREFLECTIVE) EA 210

0019 820750 FURNISH SINGLE SHEET ALUMINUM SIGN

(0.063"-UNFRAMED)

SQFT 33

0020 820840 ROADSIDE SIGN - ONE POST EA 2

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0021 820860 INSTALL SIGN (STRAP AND SADDLE BRACKET

METHOD)

EA 4

0022 840502 THERMOPLASTIC TRAFFIC STRIPE (ENHANCED

WET NIGHT VISIBILITY)

LF 5,560

0023 840517 PREFORMED THERMOPLASTIC PAVEMENT

MARKING

SQFT 670

0024 846030 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 2,440

0025 846035 REMOVE THERMOPLASTIC PAVEMENT

MARKING

SQFT 25

0026 847221 6" TRAFFIC STRIPE TAPE WITH CONTRAST

(WARRANTY) (BROKEN 17-7)

LF 920

0027 870009 MAINTAINING EXISTING TRAFFIC MANAGEMENT

SYSTEM ELEMENTS DURING CONSTRUCTION

LS LUMP SUM

0028 872134 MODIFYING RAMP METERING SYSTEMS LS LUMP SUM

0029 999990 MOBILIZATION LS LUMP SUM

SPECIAL PROVISIONS

ORGANIZATION

Special provisions are under headings that correspond with the main-section headings of the Standard Specifications. A main-section heading is a heading shown in the table of contents of the Standard Specifications.

Each special provision begins with a revision clause that describes or introduces a revision to the Standard Specifications.

Any paragraph added or deleted by a revision clause does not change the paragraph numbering of the Standard Specifications for any other reference to a paragraph of the Standard Specifications.

DIVISION I GENERAL PROVISIONS

1 GENERAL

Add to section 1-1.01:

Bid Items and Applicable Sections

Item code

Item description Applicable section

037164 HIGH FRICTION SURFACE TREATMENT 37

2 BIDDING

Add between the 1st and 2nd paragraphs of section 2-1.06B:

The Department makes the following supplemental project information available:

Supplemental Project Information

Means Description Included in the Information Handout -Pavement Smoothness Data

-Preconstruction Operational Checklist

Delete section 2-1.20.

Delete section 2-1.33B(2)(b).

5 CONTROL OF WORK

Delete section 5-1.13B.

Replace section 5-1.13E with:

5-1.13E Prompt Payment

Section 5-1.13E applies to all contracts.

Pay your subcontractors within 7 days of receipt of each progress payment under Pub Cont Code §§ 10262 and 10262.5. Pay duly authorized motor carriers of property in dump trucks for transportation charges under Bus & Prof Code § 7108.6. Pay other entities, such as material suppliers, within 30 days of receipt of each progress payment.

Each month, after the 15th and prior to 20th, submit the following payment information through the Department’s prompt payment monitoring system at https://caltrans.dbesystem.com:

1. Subcontractor’s or entity’s business name

2. Description of work performed

2.1. Bid item numbers or change order numbers

2.2. Written narrative of work performed

3. Value of work performed

4. Amount paid to subcontractor or entity

5. Withhold amount, if applicable

6. Explanation of withhold reasoning, if applicable

Your subcontractors and other entities may validate payments received using the prompt payment monitoring system.

If a subcontractor’s or other entity’s work is in dispute, provide a written withhold notification to the subcontractor or entity and the Engineer no later than 7 days after receipt of the corresponding progress payment that includes the following:

1. Value of the disputed work

2. Amount of the withhold being taken

3. Bid item numbers or change order numbers associated with the disputed work

4. Explanation of the deficiencies of the disputed work and how the corresponding value was calculated

5. Corrective actions to be taken for release of withheld amount

The Department may request additional documentation from you to evaluate whether you applied the withhold in good faith. Submit requested documents within 10 days of receipt of request.

The Department may withhold the same amount of your withhold from a future progress pay estimate if the Department determines any of the following has occurred:

1. Withhold was not applied in good faith

2. Requested additional withhold documentation records were not provided

3. Payment information was not submitted through the prompt payment monitoring system

4. Required withhold notification was not provided

The Department may also apply a 2 percent penalty on the withhold amount for every month payment is not made.

Add to the end of section 5-1.20A:

During the progress of the work under this Contract, work under the following contracts may be in progress at or near the job site of this Contract:

Coincident or Adjacent Contracts

Contract no. County–Route–Post Mile Location Type of work 07-1Q0604 LA-60-PM 19.5/20.4 and

LA-5-PM-2.5

Rowland Heights Norwalk

Restore bioswales and repair Austin Vault Sand Filter

Coordinate lane closures and traffic handling with the Engineer and with contractors of coincident or adjacent projects. Potential conflicts may not be limited to the contracts listed above.

6 CONTROL OF MATERIALS

Add to end of section 6-1.01:

If you fail to submit the form for materials subject to Buy America, the Department may:

1. Withhold from the next progress payment

2. Reject your request for a De Minimis Costs waiver for non-compliant construction materials or manufactured products

Replace section 6-1.03B with:

6-1.03B Submittals

6-1.03B(1) General

Not Used

6-1.03B(2) Work Plan

For local material, such as rock, gravel, earth, structure backfill, pervious backfill, imported borrow, and culvert bedding, obtained from a (1) noncommercial source, or (2) source not regulated under California jurisdiction, submit a local material plan for each material at least 60 days before placing the material. The local material plan must include:

1. Certification signed by you and an engineer who is registered as a civil engineer in the State or a professional geologist licensed as a professional geologist by the State stating:

I am aware local material from a noncommercial source or a source not regulated under CA jurisdiction must be sampled and analyzed for pH and lead and may require sampling and analysis under section 6-1.03B(3) for other constituents of concern based on the land use history. I am aware that local material sources must not contain ADL at concentrations greater than 80 mg/kg total lead or equal to or greater than 5 mg/L soluble lead as determined by the Waste Extraction Test (WET) Procedures, 22 CA Code of Regs § 66261.24(a)(2) App II. I am aware that a maximum quantity of material may be excavated at the site based on the minimum number of samples taken before excavating at the site under section 6-1.03B(3).

2. Land use history of the local material location and surrounding property

3. Sampling protocol

4. Number of samples per volume of local material

5. QA and QC requirements and procedures

6. Qualifications of sampling personnel

7. Stockpile history

8. Name and address of the analytical laboratory that will perform the chemical analyses

9. Analyses that will be performed for lead and pH

10. Other analyses that will be performed for possible hazardous constituents based on:

10.1. Source property history

10.2. Land use adjacent to source property

10.3. Constituents of concern in the ground water basin where the job site is located

The plan must be sealed and signed by an engineer who is registered as a civil engineer in the State or a professional geologist licensed as a professional geologist by the State.

If the plan requires revisions, the Engineer provides comments. Submit a revised plan within 7 days of receiving comments. Allow 7 days for the review.

6-1.03B(3) Analytical Test Results

At least 15 days before placing local material, submit analytical test results for each local material obtained from a noncommercial source or a source not regulated under CA jurisdiction. The analytical test results must include:

1. Certification signed by an engineer who is registered as a civil engineer in the State or a professional geologist licensed as a professional geologist by the State stating:

The analytical testing described in the local material plan has been performed. I performed a statistical analysis of the test results using the US EPA's ProUCL software with the applicable 95 percent upper confidence limit. I certify that the material from the local material source is suitable for unrestricted use at the job site, it has a pH above 5.0, does not contain soluble lead in concentrations equal to or greater than 5mg/l as determined by the Waste Extraction Test (WET) Procedures, 22 CA Code of Regs § 66261.24(a)(2) App II, does not contain lead in concentrations above 80 mg/kg total lead, is free from all other contaminants identified in the local material plan, and will comply with the job site's basin plan and water quality objectives of the RWQCB.

2. Chain of custody of samples

3. Analytical results no older than 1 year

4. Statistical analysis of the data using US EPA’s ProUCL software with a 95 percent upper confidence limit

5. Comparison of sample results to hazardous waste concentration thresholds and the RWQCB's basin plan requirements and water quality objectives for the job site location

6-1.03B(4) Sample and Analysis

Sample and analyze local material from a (1) noncommercial source or (2) a source not regulated under CA jurisdiction:

1. Before bringing the local material to the job site

2. As described in the local material plan

3. Under US EPA Test Methods for Evaluating Solid Waste, Physical/Chemical Methods (SW-846)

The sample collection must be designed to generate a data set representative of the entire volume of proposed local material.

Before excavating at the (1) noncommercial material source or (2) a source not regulated under CA jurisdiction, collect the minimum number of samples and perform the minimum number of analytical tests for the corresponding maximum volume of local material as shown in the following table:

Minimum Number of Samples and Analytical Tests for Local Material

Maximum volume of imported borrow (cu yd)

Minimum number of samples and analytical tests

< 5,000 8

5,000–10,000 12 for the first 5,000 cu yd plus 1 for each additional 1,000 cu yd or portion thereof

10,000–20,000 17 for the first 10,000 cu yd plus 1 for each additional 2,500 cu yd or portion thereof

20,000-40,000 21 for the first 20,000 cu yd plus 1 for each additional 5,000 cu yd or portion thereof

40,000–80,000 25 for the first 40,000 cu yd plus 1 for each additional 10,000 cu yd or portion thereof

> 80,000 29 for the first 80,000 cu yd plus 1 for each additional 20,000 cu yd or portion thereof

Do not collect composite samples or mix individual samples to form a composite sample.

Analyze the samples using the US EPA's ProUCL software with a 95 percent upper confidence limit. All chemical analysis must be performed by a laboratory certified by the SWRCB's Environmental Laboratory Accreditation Program (ELAP).

The analytical test results must demonstrate that the local material:

1. Is not a hazardous waste

2. Has a pH above 5.0

3. Has an average total lead concentration, based upon the 95 percent upper confidence limit, at or below 80 mg/kg

4. Is free of possible contaminants identified in the local material plan

5. Complies with the RWQCB's basin plan for the job site location 6 Complies with the RWQCB's water quality objectives for the job site location

6-1.03C Local Material Management

Do not place local material until authorized.

If the Engineer determines the appearance, odor, or texture of any delivered local material suggests possible contamination, sample and analyze the material. The sampling and analysis is change order work unless (1) hazardous waste is discovered or (2) the analytical test results indicate the material does not comply with section 6-1.03B(3).

Dispose of noncompliant local material at an appropriately permitted CA Class I, CA Class II or CA Class III facility. You are the generator of noncompliant local materials.

Replace section 6-1.04 with:

6-1.04 BUY AMERICA

6-1.04A General

Buy America requirements do not apply to the following:

1. Tools and construction equipment used in performing the work.

2. Temporary work that is not incorporated into the finished project.

An article, material, or supply to be permanently incorporated in the project should only be classified into one of the following categories:

1. Iron or steel products

2. Manufactured products

3. Construction materials

4. Excluded materials

Excluded materials means cement and cementitious materials; aggregates such as stone, sand, or gravel; or aggregate binding agents or additives.

6-1.04B Crumb Rubber (Pub Res Code § 42703(d))

Furnish crumb rubber with a certificate of compliance. Crumb rubber must be:

1. Produced in the United States

2. Derived from waste tires taken from vehicles owned and operated in the United States

6-1.04C Iron or Steel Products

Iron or steel products must be melted and manufactured in the United States except:

1. Foreign pig iron and processed, pelletized, and reduced iron ore may be used in the domestic production of the steel and iron materials

2. If the total combined cost of the materials produced outside the United States does not exceed the greater of 0.1 percent of the total bid or $2,500, the material may be used if authorized

Furnish iron or steel products to be incorporated into the work with certificates of compliance and certified mill test reports. Mill test reports must indicate where the steel and iron were melted and manufactured.

All melting and manufacturing processes for these materials, including an application of a coating, must occur in the United States. Coating includes all processes that protect or enhance the value of the material to which the coating is applied.

6-1.04D Manufactured Products

Manufactured products mean articles, materials, or supplies that have been:

1. Processed into a specific form and shape; or

2. Combined with other articles, materials, or supplies to create a product with different properties than the individual articles, materials, or supplies

Per 23 CFR 635.410, these products must be manufactured in the United States.

Manufacturer, in the case of manufactured products, means the entity that performs the final manufacturing process by bringing individual elements together that produces a manufactured product.

If an item is classified as an iron or steel product, a construction material, or an excluded material under the definitions set forth under this Buy America section, then it is not a manufactured product. However, an article, material, or supply classified as a manufactured product under this Buy America section may include components that are construction materials, iron or steel products, or excluded materials.

Iron or steel used in precast concrete manufactured products or enclosures for Intelligent Transportation Systems (ITS) must meet the requirements of section 6-1.04C regardless of the amount used.

Iron or steel used in other manufactured products must meet the requirements of section 6-1.04C if the cost of steel and iron components is 50 percent or more of the total cost of the manufactured product.

Furnish manufactured products to be incorporated into the work with certificates of compliance with each project delivery. The manufacturer's certificate of compliance must identify where the manufacturing occurred and attest specifically to compliance with the 23 CFR 635.410 standard.

6-1.04E Construction Materials

The following construction materials must be produced in the United States under standards in 2 CFR 184.6:

1. Non-ferrous metals

2. Plastic and polymer-based products such as:

2.1. Polyvinylchloride

2.2. Composite building materials

3. Glass

4. Fiber optic cable including drop cable

5. Optical fiber

6. Lumber

7. Engineered wood

8. Drywall

All manufacturing processes for these materials as defined in 2 CFR 184.6 must occur in the United States.

Furnish construction materials to be incorporated into the work with certificates of compliance with each project delivery. Manufacturer’s certificate of compliance must identify where the construction material was manufactured and attest specifically to compliance with the 2 CFR 184.6 standard.

Minor additions of articles, materials, supplies, or binding agents to these construction materials do not change the categorization of the construction material.

6-1.04F Buy America Waiver for the De Minimis Costs for Manufactured Products and Construction Materials

A De Minimis Costs waiver can waive the application of FHWA's Buy America requirements for manufactured products and construction materials under a single project when the total cost of non-compliant manufactured products and construction materials is no more than the lesser of $1,000,000 or 5 percent of the total applicable costs for the project.

The percentage threshold is calculated based on the following formula:

X = NC / TA

where:

X = percent threshold NC = total cost of non-compliant construction materials and manufactured products TA = total applicable project costs (steel, iron, construction materials and manufactured products;

does not include excluded materials)

This threshold is based on the actual cost of the steel, iron, construction materials, and manufactured products, not the anticipated cost of those materials. The contractor must account for compliant and non-compliant Department-Furnished Materials for the project in the De Minimis Costs Waiver Worksheet calculation if provided by the Department as supplemental project information.

See further instructions for the De Minimis Costs waiver request in the Notice of Materials to be Used form.

Add to section 6-1:

6-1.08 ENVIRONMENTAL PRODUCT DECLARATIONS FOR HOT MIX ASPHALT AND CONCRETE

Section 6-1.08 includes specifications for environmental product declarations for hot mix asphalt and concrete materials and products.

See section 6-1.06B for definitions.

For projects with bid opening dates after February 1, 2025, with a total bid over $1 million and 175 or more original working days, materials or products specified in the following table require facility-specific, product stage, environmental product declarations as informational submittals:

Material or product Material specifications

Hot mix asphalta Section 39-2, "Hot Mix Asphalt" Excludes RHMA, OGFC, and BWC materials.

Concreteb Section 28-2, "Lean Concrete Bases," Section 28-3, "Rapid Strength Concrete Base," Section 28-4, "Lean Concrete Base Rapid Setting," Section 28-5, "Concrete Base," Section 40, "Concrete Pavement," Section 47-5, "Type 6 Retaining Walls," Section 49-3, "Cast-In-Place Concrete Piling," Section 49-4, "Steel Soldier Piling," Section 51, "Concrete Structures," Section 58-2, "Masonry Block," Section 73, "Concrete Curbs and Sidewalks," Section 83, "Railings and Barriers," and Section 99, "Building Construction."

Excludes volumetric-proportioned rapid strength concrete and Section 90-4 PC concrete members.

aFor each hot mix asphalt plant providing 2,250 tons or more on the project by job mix formula.

bFor each concrete plant providing 250 cubic yards or more on the project by mix design.

The requirements in section 6-1.08 do not apply to seasonal plants operating fewer than 6 months per year.

The requirements in section 6-1.08 do not apply to informal-bid contracts.

For product category rules for hot mix asphalt or concrete, go to the METS website. Use the product category rule in effect on the date of bid opening unless otherwise authorized. An environmental product declaration for hot mix asphalt or concrete is not required for either of the following conditions:

1. Applicable product category rule has expired without replacement as of the bid opening date.

2. Applicable product category rule was issued less than 50 days before the bid opening date.

Immediately notify the Engineer if a program operator has determined their product category rule does not allow for development of a facility-specific environmental product declaration. Include written correspondence from the program operator with your notification to the Engineer. If the Engineer determines the development of a facility-specific environmental product declaration cannot be achieved, an environmental product declaration will not be required for that material or product.

You must register on the Department’s Data Interchange for Materials Engineering (DIME) at least 15 days before submitting environmental product declarations. Follow the registration process at:

https://dime.dot.ca.gov/

Within 30 days of initial placement of each applicable material or product, submit a facility-specific, product stage, environmental product declaration informational submittal to DIME and provide proof of submission in PDF file format to the Engineer. The DIME entry information must include intended use of materials and estimated quantities of materials to be used as represented by the environmental product declaration.

Failure to provide a required environmental product declaration informational submittal will result in a $6,000 performance failure withhold for each missing declaration. The Department returns the withhold within 30 days after receipt of the compliant declaration if submitted prior to Contract acceptance.

Withholds become permanent deductions if the declaration is not submitted before Contract acceptance.

8 PROSECUTION AND PROGRESS

Replace the row for DBE and DVBE in the table in the 2nd paragraph of section 8-1.03 with:

DVBE Final utilization reports

Replace the row for Schedule in the table in the 2nd paragraph of section 8-1.03 with:

Schedule Baseline schedule and weekly statement of working days report

Replace the 4th and 5th paragraphs of section 8-1.05 with:

The Engineer issues a weekly statement of working days report by the end of the following week. If you disagree with a weekly statement of working days report, submit an RFI within 5 business days of receipt of the report.

The weekly statement of working days report shows:

1. Working days and non–working days during the reporting week

2. Time adjustments

3. Calculations of work completion dates, including working days remaining

4. Controlling activities

Delete the 6th paragraph of section 8-1.05.

9 PAYMENT

Replace the 1st paragraph of section 9-1.11D with:

For progress payments, the total work completed for the TRO bid item is the number of working days shown for the pay period on the weekly statement of working days report.

Replace item 2 in the list in the paragraph of section 9-1.16C with:

2. Material cost exceeds either of the following:

2.1. $50,000

2.2. $25,000 if the requestor is certified as one or more of the following:

2.2.1. DVBE

2.2.2. Small business as certified by Department of General Services, Office of Small

Business and Disabled Veteran Business Enterprise Services

DIVISION II GENERAL CONSTRUCTION

12 TEMPORARY TRAFFIC CONTROL

Add to section 12-3.11B(5)(b):

Provide two C50D(CA) construction project funding identification signs.

Legend for the type of project must read as follows:

HIGHWAY IMPROVEMENT

Legend for the year of completion on project funding sign must read as follows:

YEAR OF COMPLETION: 2028

Add to section 12-4.02A(2):

special days: Martin Luther King Jr and Columbus Day

Add between the 1st and 2nd paragraphs of section 12-4.02A(3)(c):

Submit a contingency plan for each of the following activities:

1. High friction surface treatment application

2. Cold plane asphalt concrete pavement

3. Hot mix asphalt type A pavement overlay

4. Striping

Add between the 4th and 5th paragraphs of section 12-4.02C(1):

Not more than 1 stationary closure is allowed per direction of travel at one time.

Add to the end of section 12-4.02C(1):

Keep the full width of the ramp traveled way open for use by traffic on designated holidays and special days.

For each 10-minute interval or fraction thereof past the time specified to open the closure, the amount for liquidated damages per interval shown in the table below is deducted. Liquidated damages are limited to 5 percent of the total bid per occurrence. Liquidated damages are not assessed if the Engineer orders the closure to remain in place beyond the scheduled pickup time.

Type of facility Route Direction or segment Period Liquidated damages/interval

Mainline 60 EB 1st half hour 2nd half hour

2nd hour and beyond

$1,800/10 minutes $2,800/10 minutes $3,700/10 minutes

Mainline 60 WB 1st half hour 2nd half hour

2nd hour and beyond

$3,000/10 minutes $4,500/10 minutes $6,000/10 minutes

Add to the end of section 12-4.02C(3)(a):

If work vehicles or equipment is parked on the shoulder within 6 feet of a traffic lane of a freeway or expressway, close the shoulder area as shown.

Personal vehicles of your employees must not be parked within the highway.

Replace section 12-4.02C(3)(d) with:

12-4.02C(3)(d) City Street Closure Requirements

Keep the full width of the city traveled way open for use by traffic on designated holidays.

Replace section 12-4.02C(3)(e) with:

12-4.02C(3)(e) Closure Restrictions for Special Events and Venues

Do not work from 1800 on Halloween to 0600 the following day.

No work or highway closures are allowed along the Games Route Network from June 1, 2028 to September 1, 2028. Plan all work shown on the stage construction and traffic handling plans to comply with this requirement. The Games Route Network is shown in the following table:

Olympic and Paralympic Games Route Network

Affected routes Route limits

1 Orange County Line to 7th St 2 Route 101 to Route 134 5 Stadium Way to Route 2

10 Route 405 to Route 110 10 Route 101 to White Ave 47 Route 110 to Harbor Blvd 57 Routes 10/57/71 interchange to Via Verde 91 Vermont Ave to Orange County Line

101 Route 10 to Alvarado St 101 Campo De Cahuenga to Hayvenhurst Ave 105 Route 405 to Route 110 110 Route 47 to Stadium Way 134 Route 101 to Route 210 164 Route 60 to Route 10 210 Mountain St to Baldwin Ave 405 Orange County Line to Victory Blvd

No work or highway closures within the traveled way are allowed along non-Games Route Network routes from July 11, 2028 to July 31, 2028 and from August 14, 2028 to August 28, 2028. Plan all work shown on the stage construction and traffic handling plans to comply with this requirement. Work outside of the traveled way may be allowed if authorized by the Engineer.

From 3 hours before to 2 hours after special events or events at the venues shown in the table titled "Special Events and Venues," do not perform work that encroaches onto the freeway or connector traveled way or the following ramps:

1. EB Route 60 on-ramp from SB Rosemead Blvd

2. WB Route 60 on-ramp from NB Hacienda Blvd

3. WB Route 60 on-ramp from NB Fullerton Rd

At the LA28 venues shown in the table titled "Special Events and Venues," do not perform work from June 1, 2028 to September 1, 2028 that encroaches onto the freeway or connector traveled way or the following ramps:

1. EB Route 60 on-ramp from SB Rosemead Blvd

2. WB Route 60 on-ramp from NB Hacienda Blvd

3. WB Route 60 on-ramp from NB Fullerton Rd

The special events and venues that could impact closures are shown in the following table:

Special Events and Venues

Special event or venue Affected routes

Route limits

Academy Awards ceremony 101 Route 110 to Routes 101/134/170 interchange Antelope Valley Fair 14 Avenue S to Avenue D

Auto Club/California Speedway

EB 10 Route 605 to San Bernardino County line

NB 57

Orange County line to Routes 10/57/71 interchange EB 60 Route 605 to San Bernardino County line 210 Route 605 to San Bernardino County Line

California State University, Long Beach, graduation ceremonies

22 Routes 22/405/605 interchange to Route 1

California State University, Los Angeles, graduation ceremonies

10 Route 5 to Rosemead Blvd

710 Route 60 to Valley Blvd

California State University, Pomona, graduation ceremonies

10 Route 605 to San Bernardino County line

57 Route 60 to Route 210 Cinco De Mayo at Whittier Narrows

Recreation Area 60 Paramount Blvd to Route 605

Cinco De Mayo parades or festivals in downtown Los Angeles

Routes 5/10/60/101 interchange to

Broadway

NB 101

Routes 5/10/60/101 interchange to Route

SB 101 Vermont Ave to Broadway

110 Route 10 to Route 101

Crypto.com Arena/Los Angeles Convention Center

Routes 5/10/60/101 interchange to

Crenshaw Blvd 110 Route 105 to Route 101

Crypto.com Arena/Los Angeles Convention Center/Peacock

Theater/LA28

Routes 5/10/60/101 interchange to

Crenshaw Blvd 110 Route 105 to Route 5

Dignity Health Sports Park 91 Route 110 to Central Ave

Dignity Health Sports Park/LA28

91 Route 110 to Route 710 110 Route 1 to Route 105 405 Route 710 to Route 105 710 Route 1 to Route 105

Dodger Stadium

2 Glendale Blvd to Route 5 5 Route 10 to Route 134

Routes 5/10/60/101 interchange to Vermont

Ave 110 Route 10 to Route 5

Dodger Stadium/LA28

2 Glendale Blvd to Route 5 5 Route 10 to Route 134

Routes 5/10/60/101 interchange to Vermont

Ave 110 Route 10 to Route 5

Grand Park & LA City Hall/LA28

Routes 5/10/60/101 interchange to

Broadway

NB 101

Routes 5/10/60/101 interchange to Route

SB 101 Vermont Ave to Broadway

110 Route 10 to Route 101

Fairplex/LA28

10 Route 605 to San Bernardino County line 57 Route 60 to Route 210 71 Route 60 to Routes 10/57/71 interchange

210 Grand Ave to San Bernardino County line

Frank G. Bonelli Park/LA28 10 Azusa Ave to Central Ave 57 Route 60 to Route 210 71 Route 60 to Routes 10/57/71 interchange

Griffith Park Light Show 5 Route 2 to Route 134

134 Forest Lawn Dr to San Fernando Rd

Hollywood Bowl 101 Vermont Ave to Route 170 Hollywood Christmas Parade 101 Route 10 to Route 170

Industry Hills Expo Center/LA28 10 Route 605 to Route 57 60 Route 605 to Route 57

Kaleidoscope Festival 22 Routes 22/405/605 interchange to Route 1 LA Clays Shooting Sports

Park/Whittier Narrows Recreation Area/LA28

60 Paramount Blvd to Route 605

164 Route 60 to Route 10

Long Beach Grand Prix 47 Route 110 to Route 710

405 Route 605 to Route 110 710 Route 47 to Route 91

Long Beach Arena/Long Beach Convention Center/Long Beach

Waterfront/Belmont Shore/Alamitos Beach/Marine Stadium/Port of Los

Angeles/LA28

1 Orange County Line to Route 110 47 Route 110 to Route 710

110 Route 47 to Route 91 405 Route 605 to Route 110 710 Route 47 to Route 91

Los Angeles Coliseum/BMO Stadium

Crenshaw Blvd to Routes 5/10/60/101 interchange

110 Route 105 to Route 101 Los Angeles Coliseum/BMO

Stadium/University of Southern California/LA28

Crenshaw Blvd to Routes 5/10/60/101 interchange 110 Route 105 to Route 5

Los Angeles County Fair

10 Route 605 to San Bernardino County line 57 Route 60 to Route 210

Mission Blvd to Routes 57/60/71 interchange 210 Grand Ave to San Bernardino County line

Los Angeles Marathon

5 Route 10 to Route 134 NB 101 Route 10 to Highland Ave

SB 101

Routes 101/134/170 interchange to Route

NB 110 Route 10 to Route 5 NB 405 Route 90 to Santa Monica Blvd SB 405 Sunset Blvd to Santa Monica Blvd

Los Angeles Music Center 101 Route 10 to Glendale Blvd 110 Route 10 to Route 5

Mexican independence celebration at Whittier Narrows Recreation Area

60 Paramount Blvd to Route 605

Olvera Street festivals 101 Route 10 to Vermont Ave

Rose Bowl Stadium events

2 Colorado Blvd to Route 210 110 Route 101 to Glenarm St 134 Route 5 to Route 210 210 Route 2 to Route 605 710 Del Mar Blvd to Route 210

Rose Bowl Stadium/LA28

2 Colorado Blvd to Route 210 110 Route 101 to Glenarm St 134 Route 5 to Route 210 210 Route 2 to Route 605 710 Del Mar Blvd to Route 210

Rose Parade float viewing EB 210 Route 134 to Rosemead Blvd WB 210 Route 605 to Allen Ave

Santa Anita Race Track EB 210 Lake Ave to Huntington Dr WB 210 Route 605 to Baldwin Ave

Santa Anita Park/LA28 EB 210 Lake Ave to Huntington Dr WB 210 Route 605 to Baldwin Ave

Sepulveda Basin Recreation Area/LA28

101 Route 27 to Route 134 405 Route 10 to Route 118

SoFi Stadium/Kia Forum/Intuit Dome 105 Route 1 to Route 110 110 Route 105 to Slauson Ave 405 El Segundo Blvd to Route 90

SoFi Stadium/Kia Forum/Intuit Dome/LA28

105 Route 1 to Route 110 110 Route 91 to Route 10 405 Route 110 to Route 10

South Gate Holiday Christmas Parade 710 Imperial Hwy to Route 5

Point Mugu Air Show 1 Las Posas Rd to Rose Ave

101 Route 23 to Route 126

Universal Studios/International Broadcast Center (IBC)/LA28

101 Route 2 to Route 405 134 Routes 101/134/170 interchange to Route 5

Routes 101/134/170 interchange to Victory

Blvd

University of California, Los Angeles/Riviera Country Club/Venice

Beach/LA28

1 Route 90 to Route 27 10 Route 1 to Venice Blvd 90 Route 1 to Route 405

405 Route 90 to Route 101

Ventura County Fair 33 Ventura Ave to Route 101

101 Route 1 to Route 33

Ventura Strawberry Festival 1 Las Posas Rd to Rose Ave

101 Route 23 to Route 126

Replace section 12-4.02C(3)(f) with:

12-4.02C(3)(f) Closure Restrictions for Designated Holidays and Special Days

Closure restrictions for designated holidays and special days are shown in the following table:

Freeway or Connector Lane Closure Restrictions for Designated Holidays and Special Days Thu Fri Sat Sun Mon Tues Wed Thu Fri Sat Sun Mon x

H xx

SD

TH

Legend:

Refer to chart nos. G1 – G3.

x The full width of the traveled way must be open for use by traffic by 0600.

xx The full width of the traveled way must be open for use by traffic.

H Designated holiday

TH Thanksgiving Day SD Special day

Replace section 12-4.02C(3)(g) with:

12-4.02C(3)(g) Freeway or Expressway Lane Requirement Charts

Freeway lane closures must comply with the requirements shown in the following charts:

Chart No. G1 Freeway Lane Requirements and Hours of Work

County: LA Route/Direction:60/EB Post Mile:9.059

Closure limits: Rosemead Blvd off-ramp to (SB) Rosemead Blvd on-ramp

Hour 00 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Mon– Thu

3 3 3 3 3 3 N N N N N N N N N N N N N N N 3 3 3

Fri 3 3 3 3 3 3 N N N N N N N N N N N N N N N N 3 3

Sat 3 3 3 3 3 3 3 3 N N N N N N N N N N N N N N 3 3

Sun 3 3 3 3 3 3 3 3 3 N N N N N N N N N N N N 3 3 3

3 Provide at least 3 adjacent through freeway lanes open in the direction of travel.

N No work is allowed.

REMARKS: The number of through traffic lanes is 4.

The full width of the traveled way must be open for use by traffic when construction activities are not actively in progress.

iChart No. G2 Freeway Lane Requirements and Hours of Work

County: LA Route/Direction:60/WB Post Mile:15.785

Closure limits: Hacienda Blvd off-ramp to (SB) Hacienda Blvd on-ramp

Hour 00 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Mon– Thu

3 3 3 3 3 N N N N N N N N N N N N N N N 3 3 3 3

Fri 3 3 3 3 3 N N N N N N N N N N N N N N N 3 3 3 3

Sat 3 3 3 3 3 3 3 3 N N N N N N N N N N N N N N 3 3

Sun 3 3 3 3 3 3 3 3 3 N N N N N N N N N N N N N 3 3

REMARKS: The number of through traffic lanes excluding HOV lanes is 4.

The full width of the traveled way must be open for use by traffic when construction activities are not

Chart No. G3

Freeway Lane Requirements and Hours of Work County: LA Route/Direction:60/WB Post Mile:19.316

Closure limits: Fullerton Rd off-ramp to (SB) Fullerton Rd on-ramp

Hour 00 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Mon– Thu

3 3 3 3 N N N N N N N N N N N N N N N 3 3 3 3 3

Fri 3 3 3 3 3 N N N N N N N N N N N N N N N 3 3 3 3

Sat 3 3 3 3 3 3 3 N N N N N N N N N N N N N N 3 3 3

Sun 3 3 3 3 3 3 3 3 N N N N N N N N N N N N N 3 3 3

REMARKS: The number of through traffic lanes excluding HOV lanes is 4.

The full width of the traveled way must be open for use by traffic when construction activities are not

Replace section 12-4.02C(3)(j) with:

12-4.02C(3)(j) Complete Ramp Closure Hour Charts and Ramp Lane Requirement Charts

Comply with the requirements and hours for the complete ramp closure shown in the following charts:

Chart No. J1 Complete Ramp Closure Hours

County: LA Route/Direction: 60/EB Post Mile:9.465

Closure limits: (SB) Rosemead Blvd on-ramp

Hour 00 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Mon– Thu

C C C C C C N N N N N N N N N N N N N N C C C C

Fri C C C C C C N N N N N N N N N N N N N N C C C C

Sat C C C C C C C C N N N N N N N N N N N N C C C C

Sun C C C C C C C C C N N N N N N N N N N N C C C C

C Ramp may be closed completely.

REMARKS:

Detour traffic to continue south on Rosemead Blvd; west on San Gabriel Blvd to the on-ramp to eastbound Route 60. Post at least 8 special portable freeway detour signs, SP-2, along the detour route and remove the signs at the end of each closure.

The full width of the traveled way must be open for use by traffic when construction activities are not

Chart No. J2 Complete Ramp Closure Hours

County: LA Route/Direction: 60/WB Post Mile:15.985

Closure limits: (NB) Hacienda Blvd on-ramp

Hour 00 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Mon– Thu

C C C C C N N N N N N N N N N N N N N N N C C C

Fri C C C C C N N N N N N N N N N N N N N N N C C C

Sat C C C C C C N N N N N N N N N N N N N N N C C C

Sun C C C C C C C C N N N N N N N N N N N N N N C C

Detour traffic to continue north on S Hacienda Blvd; west on Gale Ave to the on-ramp to westbound Route 60. Post at least 5 special portable freeway detour signs, SP-2, along the detour route and remove the signs at the end of each closure.

The full width of the traveled way must be open for use by traffic when construction activities are not

Chart No. J3

Complete Ramp Closure Hours County: LA Route/Direction: 60/WB Post Mile:19.316

Closure limits: Fullerton Rd on-ramp

Hour 00 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Mon– Thu

C C C C C N N N N N N N N N N N N N N C C C C C

Fri C C C C C N N N N N N N N N N N N N N C C C C C

Sat C C C C C C C N N N N N N N N N N N N C C C C C

Sun C C C C C C C C N N N N N N N N N N N N N N C C

Detour traffic to continue north on Fullerton Blvd; west on Gale Ave; south on S Azusa Ave to the on-ramp to westbound Route 60. Post at least 6 special portable freeway detour signs, SP-2, along the detour route and remove the signs at the end of each closure.

The full width of the traveled way must be open for use by traffic when construction activities are not

Replace section 12-4.02C(3)(m) with:

12-4.02C(3)(m) City Street Closure Hour Charts and City Street Lane Requirement Charts

Comply with the requirements for a city street lane closure shown in the following charts:

Chart No. M1 City Street Lane Requirements and Hours of Work

Location: Rosemead Blvd Direction: SB

Closure limits: At Route 164/60 Separation

Hour 00 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Mon– Thu

1 1 1 1 1 1 N N N N N N N N N N N N N N N 1 1 1

Fri 1 1 1 1 1 1 N N N N N N N N N N N N N N N N 1 1

Sat 1 1 1 1 1 1 1 1 N N N N N N N N N N N N N N 1 1

Sun 1 1 1 1 1 1 1 1 1 N N N N N N N N N N N N 1 1 1

1 Provide at least 1 city street lane open in the direction of travel.

REMARKS: The number of through traffic lanes in each direction of travel is 3.

Chart No. M2 City Street Lane Requirements and Hours of Work

Location: Hacienda Blvd Direction: NB

Closure limits: From EB Route 60 on-ramp to WB Route 60 off-ramp

Hour 00 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Mon– Thu

1 1 1 1 1 N N N N N N N N N N N N N N N 1 1 1 1

Fri 1 1 1 1 1 N N N N N N N N N N N N N N N 1 1 1 1

Sat 1 1 1 1 1 1 1 1 N N N N N N N N N N N N N N 1 1

Sun 1 1 1 1 1 1 1 1 1 N N N N N N N N N N N N N 1 1

Chart No. M3 City Street Lane Requirements and Hours of Work

Location: Fullerton Rd Direction: NB

Closure limits: From EB Route 60 on-ramp to WB Route 60 off-ramp

Hour 00 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Mon– Thu

1 1 1 1 N N N N N N N N N N N N N N N 1 1 1 1 1

Fri 1 1 1 1 1 N N N N N N N N N N N N N N N 1 1 1 1

Sat 1 1 1 1 1 1 1 N N N N N N N N N N N N N N 1 1 1

Sun 1 1 1 1 1 1 1 1 N N N N N N N N N N N N N 1 1 1

Replace the paragraphs of section 12-4.02C(8)(b) with:

If a ramp or connector closure is allowed, post a special advance notice publicity sign, SP-1, at an authorized location at least 7 days before the ramp or connector closure.

Add between the 1st and 2nd paragraphs of section 12-4.04C:

A pedestrian facility closure on the same side of the highway is limited to no more than 1 block. When working on one side of the highway, the pedestrian facility on opposite side of the highway within the same block must be open.

Schedule operations such that all pedestrian facility closures do not exceed 1 work shift. At the end of each work shift, you must provide the walkway surface complying with the requirements of a temporary pedestrian access route specified in section 12-4.04. For all activities requiring construction of a pedestrian facility, you must complete the work within 10 working days.

14 ENVIRONMENTAL STEWARDSHIP

Replace Reserved in Section 14-9.05 with:

14-9.05 AIR QUALITY CONTROL DISTRICT JURISDICTIONS

The…