08-0P0404 Radar Speed Feedback Sign Systems_ and Traffic Stripe.pdf

Bids open Tuesday, October 13, 2026 Dated September 21, 2026

STATE OF CALIFORNIA

DEPARTMENT OF TRANSPORTATION

NOTICE TO BIDDERS

AND

SPECIAL PROVISIONS

FOR CONSTRUCTION ON STATE HIGHWAY IN SAN BERNARDINO COUNTY

AT VARIOUS LOCATIONS

In District 08 On Route 2, 18, 38, 330

Under Bid book dated September 21, 2026 Standard Specifications dated 2025

Project plans approved July 6, 2026 Standard Plans dated 2025

Identified by Contract No. 08-0P0404

08-SBd-2, 18, 38, 330-Var Project ID 0824000192

Federal-Aid Project

HSST-X071(079)

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.

• 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.

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

America/Build America for manufactured products.

• See section 6-1.08 for the requirements for environmental product declarations for hot mix asphalt and concrete materials and products.

Contract No. 08-0P0404 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 III EARTHWORK AND LANDSCAPE

21 EROSION CONTROL

DIVISION IX TRAFFIC CONTROL DEVICES

81 MISCELLANEOUS TRAFFIC CONTROL DEVICES

84 MARKINGS

DIVISION X ELECTRICAL WORK

86 GENERAL

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 A24A Pavement Markings - Arrows A24L Pavement Markings - Speed Reduction T1A Temporary Crash Cushion - Sand Filled (Unidirectional) T1A1 Temporary Crash Cushion - Sand Filled (Unidirectional) T1B Temporary Crash Cushion - Sand Filled (Bidirectional) T2 Temporary Crash Cushion - Sand Filled (Shoulder Installations) RSP T3A Temporary Railing (Type K) T3B Temporary Railing (Type K) 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 RSP T11 Traffic Control System for Lane Closure on Multilane Conventional Highways RSP T13 Traffic Control System with Reversible Control on Two Lane Conventional

Highways T15 Traffic Control System for Moving Lane Closure on Multilane Highways T17 Traffic Control System for Moving Lane Closure on Two Lane Highways T19 Traffic Control System - Construction Work Zone Speed Limit Reduction on

Conventional Highways iii

T22 Traffic Control System for Construction Work Zone Speed Limit Reduction on Two Lane Conventional Highways

T53 Temporary Water Pollution Control Details (Temporary Cover) T55 Temporary Water Pollution Control Details (Temporary Erosion Control Blanket) T56 Temporary Water Pollution Control Details (Temporary Fiber Roll) T59 Temporary Water Pollution Control Details (Temporary Concrete Washout Facility) T65 Temporary Water Pollution Control Details (Temporary High-Visibility Fence) RS1 Roadside Signs - Typical Installation Details No. 1 RS2 Roadside Signs - Wood Post - Typical Installation Details No. 2 RS3 Roadside Signs - Laminated Wood Box Post - Typical Installation Details No. 3 RS4 Roadside Signs - Typical Installation Details No. 4 S93 Framing Details for Framed Single Sheet Aluminum Signs, Rectangular Shape S94 Roadside Framed Single Sheet Aluminum Signs, Rectangular Shape S95 Roadside Single Sheet Aluminum Signs, Diamond Shape ES-1A Electrical Systems (Legend) ES-1B Electrical Systems (Legend) ES-1C Electrical Systems (Legend) ES-6F Electrical Systems (Lighting Standard, Slip Base Plate) ES-7J Electrical Systems (Flashing Beacon on a Type 1, Type 15-FBS, and Type 40

Standard) ES-7M Electrical Systems (Signal and Lighting Standard, Details No. 1) ES-7N Electrical Systems (Signal and Lighting Standard, Details No. 2) ES-13A Electrical Systems (Splice Insulation Methods Details)

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, October 13, 2026

Dated September 21, 2026

General work description: Radar speed feedback sign systems, and traffic stripe.

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

STATE HIGHWAY IN SAN BERNARDINO COUNTY AT VARIOUS LOCATIONS.

District-County-Route-Post Mile: 08-SBd-2, 18, 38, 330-Var

Contract No. 08-0P0404

The Contractor must have either a Class A license or the following Class C license which constitutes a majority of the work: C-32.

Federal-aid project no.:

HSST-X071(079)

Bids must be on a unit price basis.

Complete the work within 60 working days.

The estimated cost of the project is $2,090,000.

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 60

0003 120090 CONSTRUCTION AREA SIGNS LS LUMP SUM

0004 120100 TRAFFIC CONTROL SYSTEM LS LUMP SUM

0005 120103 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 40

0006 120207 PORTABLE RADAR SPEED FEEDBACK SIGN

SYSTEM

DAY 80

0007 128651 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 5

0008 130100 JOB SITE MANAGEMENT LS LUMP SUM

0009 130201 WATER POLLUTION CONTROL PROGRAM LS LUMP SUM

0010 130570 TEMPORARY COVER SQYD 130

0011 130640 TEMPORARY FIBER ROLL LF 130

0012 130900 TEMPORARY CONCRETE WASHOUT LS LUMP SUM

0013 141103 REMOVE YELLOW THERMOPLASTIC TRAFFIC

STRIPE (HAZARDOUS WASTE)

LF 92,500

0014 141120 TREATED WOOD WASTE LB 2,660

0015 146002 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS LUMP SUM

0016 160110 TEMPORARY HIGH-VISIBILITY FENCE LF 500

0017 210010 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 3

0018 210252 BONDED FIBER MATRIX (SQFT) SQFT 4,560

0019 810120 REMOVE PAVEMENT MARKER EA 3,830

0020 810250 PAVEMENT MARKER (RETROREFLECTIVE-

RECESSED)

EA 3,830

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0021 820250 REMOVE ROADSIDE SIGN EA 19

0022 820750 FURNISH SINGLE SHEET ALUMINUM SIGN

(0.063"-UNFRAMED)

SQFT 260

0023 820760 FURNISH SINGLE SHEET ALUMINUM SIGN

(0.080"-UNFRAMED)

SQFT 310

0024 820840 ROADSIDE SIGN - ONE POST EA 5

0025 820850 ROADSIDE SIGN - TWO POST EA 14

0026 820860 INSTALL SIGN (STRAP AND SADDLE BRACKET

METHOD)

EA 13

0027 840516 THERMOPLASTIC PAVEMENT MARKING

(ENHANCED WET NIGHT VISIBILITY)

SQFT 790

0028 846030 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 110,000

0029 846035 REMOVE THERMOPLASTIC PAVEMENT

MARKING

SQFT 1,740

0030 847104 6" THERMOPLASTIC TRAFFIC STRIPE

(ENHANCED WET NIGHT VISIBILITY)

(RECESSED)

LF 203,000

0031 847118 8" THERMOPLASTIC TRAFFIC STRIPE

(ENHANCED WET NIGHT VISIBILITY)

(RECESSED)

LF 240

0032 847124 THERMOPLASTIC PAVEMENT MARKING

(ENHANCED WET NIGHT VISIBILITY)

(RECESSED)

SQFT 1,260

0033 871400 RADAR SPEED FEEDBACK SIGN SYSTEMS LS LUMP SUM

0034 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 1-1.09:

This project is in a freeze-thaw area.

2 BIDDING

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 08-1J8504 SBd-2-PM 2.6

SBd-2-PM 3.5 SBd-330-PM 33.4

Wrightwood San Bernardino

County

Install CMS

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.

Add to the end of section 5-1.32:

Personal vehicles of your employees must not be parked on the traveled way or shoulders, including sections closed to traffic.

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.

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 section 8-1.04C with:

8-1.04C Delayed Start Section 8-1.04B does not apply.

Start job site activities within 180 days after receiving notice that the Contract has been approved by the Attorney General or the attorney appointed and authorized to represent the Department.

Do not start job site activities until the Department authorizes or accepts your submittal for:

1. Contractor-supplied biologist

2. CPM baseline schedule

3. WPCP or SWPPP, whichever applies

4. Contingency plan for opening closures to traffic

If the submittals for Contractor-supplied biologist are authorized, you may enter the job site only to measure controlling field dimensions and locate utilities.

Do not start other job site activities until all the submittals from the above list are authorized or accepted and the following information is received by the Engineer:

1. Notice of Materials To Be Used form.

2. Written statement from the vendor that the order for electrical material has been received and accepted by the vendor. The statement must show the dates that the materials will be shipped.

You may start job site activities before the 180th day after Contract approval if you:

1. Obtain specified authorization or acceptance for each submittal before the 180th day

2. Receive authorization to start

Submit a notice 72 hours before starting job site activities. If the project has more than 1 location of work, submit a separate notice for each location.

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 eight 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: 2027

Add to the beginning of section 12-3.32C:

Place PCMSs at the locations shown and in advance of the 1st warning sign for each:

1. Stationary lane closure

2. Shoulder closure

3. Speed reduction zone

Add between the 9th and 10th paragraphs of section 12-3.32C:

Start displaying the message on the sign 30 minutes before closing the lane or shoulder or when directed by the Engineer.

Replace section 12-3.36 with:

12-3.36 PORTABLE TRANSVERSE RUMBLE STRIPS

12-3.36A General 12-3.36A(1) Summary Section 12-3.36 includes specifications for providing portable transverse rumble strips.

12-3.36A(2) Definitions Not Used

12-3.36A(3) Submittals Submit a copy of the manufacturer's instructions as an informational submittal before using portable transverse rumble strips.

12-3.36A(4) Quality Assurance Not Used

12-3.36B Materials Portable transverse rumble strips must:

1. Be on the Authorized Material List for signing and delineation materials

2. Be rated for ambient temperatures from 0 to 150 degrees F

3. Have a minimum weight of 75 pounds and withstand vehicles up to 80,000 pounds with minimal movement

4. Not degrade due to weather or traffic conditions

5. Have a non-slip textured surface

6. Have a drainage design that efficiently removes liquid without displacing the unit

7. Be black or orange in color

12-3.36C Construction Install portable transverse rumble strips under the manufacturer's installation instructions.

Before installation of portable transverse rumble strips, the roadway must be cleaned and free of dust, sand, and other materials that may cause slippage. Place each portable transverse rumble strip on a uniform paved surface free of defects, including potholes, excessive rutting, separated transverse joints, and utility structures.

Portable transverse rumble strips, whether comprised of one segment or interlocking segments, must extend to the full lane width, and be configured in accordance with the manufacturer’s recommendations.

Use 2 arrays where each array consists of 3 rumble strips.

Portable transverse rumble strips must not be placed at any of the following locations:

1. On sharp horizontal curves

2. On vertical curves

3. Through pedestrian crossings

Portable transverse rumble strips are not required if:

1. Duration of work in a work zone is 4 hours or less

2. Posted speed limit is below 45 mph

3. Work is of emergency nature

4. Work zone is in snow or icy weather conditions

Portable transverse rumble strips must be installed without adhesive or bolts.

When a portable transverse rumble strip consists of multiple sections, connect sections under the manufacturer's instructions before placing them in the traffic lane.

If a portable transverse rumble strip is displaced out of alignment or skewed by more than 6 inches, as measured from one end to the other, immediately readjust position to original location.

Portable transverse rumble strips that no longer provide audible or vibratory alerts must be replaced immediately.

12-3.36D Payment Not Used

Replace the table in the definition of designated holidays in section 12-4.02A(2) with:

Designated Holidays

Holiday Date observed New Year's Day January 1st Memorial Day Last Monday in May Independence Day July 4th Labor Day 1st Monday in September Thanksgiving Day 4th Thursday in November Christmas Day December 25th

Add to section 12-4.02A(2):

special days: Martin Luther King Jr. Day, Washington’s Birthday, Cesar Chavez Day, Good Friday thru Easter Sunday, Veterans Day, Day after Thanksgiving, December 20 thru January 2.

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. Striping

Replace the last paragraph of section 12-4.02A(3)(b) with:

The Department notifies you through LCS of authorized and unauthorized closures and imposes conditions for authorization. Coordination for all closure per Section 5-1.20 is mandatory and must occur at the closure request level. Requests that are not in compliance with the specifications will be rejected.

Do not submit blanket closure requests. Blanket closure request are defined as requests that propose closures for multiple work zones without detailed, phased breakdowns that are tied to a 3-week look ahead schedule.

Coordinate your closures with other projects’ closures to resolve conflicts between closures. If no resolution is reached your closure request may be rejected. Delays as a result of rejections are inexcusable delays.

Replace the 3rd paragraph of section 12-4.02C(1) with:

Do not simultaneously close consecutive ramps (including connectors) in the same direction of travel servicing 2 consecutive local streets or highways, unless authorized. . Add between the 4th and 5th paragraphs of section 12-4.02C(1):

Concurrent stationary closures must be more than 5 miles apart. Closure spacing is the distance between the last cone of the upstream closure and the temporary sign (W20-1) of the downstream closure. The number of lanes open in the upstream closures must be less than or equal to the number of lanes open in the downstream closures. For multiple closures in each direction of travel, pick up the downstream closures first. Mainline closures must not exceed 1.5 miles in length.

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

Keep the full width of the traveled way open to traffic when no active construction activities are occurring in the traveled way or within 6 feet of the traveled way.

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 outside of the approved lane requirement charts, the amount for liquidated damages per interval shown in the table below is deducted. Liquidated damages are not assessed if the Engineer orders the closure to remain in place beyond the scheduled pickup time.

Liquidated damages will also be assessed for violating general closure requirements, reporting closures by phone on two or more occasions instead of using LCS mobile, failing to report a closure status per Section 12-4.02C(2)(b) on 15 percent or more closures in a month, and/or for closure cancellations exceeding 50% of the number of closures submitted for the week. For each such closure, LCS violations liquidated damages will be assessed as outlines in the table below. Liquidated damages are limited to 5 percent of the total bid per occurrence. For all such violations, LCS access will be revoked until an approved corrective work plan is submitted. Delays as a result of revocation of LCS access are inexcusable delays.

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

Mainline 2 NB PM: 2.85/4.25 1st half hour 2nd half hour

2nd hour and beyond

$1,000/10 minutes $1,000/10 minutes $1,000/10 minutes

Mainline 18 NB PM: R15.06/R16.82 1st half hour 2nd half hour

2nd hour and beyond

$1,000/10 minutes $1,000/10 minutes $1,000/10 minutes

Mainline 38 EB PM: 24.10/24.76 1st half hour 2nd half hour

2nd hour and beyond

$1,000/10 minutes $1,000/10 minutes $1,000/10 minutes

Mainline 330 NB PM: 31.14/35.44 1st half hour 2nd half hour

2nd hour and beyond

$1,000/10 minutes $1,000/10 minutes $1,000/10 minutes

LCS

Violations

$1,000/Violation

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.

From 3 hours before to 2 hours after special events or events at the venues shown in the table titled "Special Events and Venues," that are scheduled for one day events do not perform work that encroaches onto the roadway or connector or ramps impacted by the events unless otherwise permitted by the District Traffic Manager.

From 24 hours before to 24 hours after special events or events at the venues shown in the table titled "Special Events and Venues," that are scheduled for more than one day, do not perform work that encroaches onto the roadway, connector or ramps impacted by the events unless otherwise permitted by the District Traffic Manager.

The special events and venues that could impact closures as determined by the Resident Engineer, are listed in the table titled “Special Events and Venues” below.

Special Events and Venues

Venue/ Special Events

Af fe ct ed

R ou te s

R ou te

Im pa ct

Route/s Limits

Usual Month of event (See website for the exact date

Website

Contact #

Glen Helen

Amphitheater (Glen Helen)

University Pkwy to I-15/215 Connector I-60 to Devore Road

Various events May- Oct yearly

See web site www.livenation.com

(909) 880-3090

Glen Helen Speedway

University Pkwy to I-15/215 Connector I-60 to Devore Road www.glenhelen.com (909) 880-3090

Redland Bicycle Classic 38 *** SR-38 from Fawnskin to

Stanfield Cut-off April http://www.redlandsclassic

.com/

(909) 798-0865

Temecula Balloon and

Wine Festival 15 ** SR-79 (Winchester Rd) and Rancho California May www.tvbwf.com

(951) 676-6713

The American Express Golf Tournament

10 ** Palm Springs off ramp at SR-111 January http://www.theamexgolf.co m/

Little League West Region Tournament

215 ** I-215/Palm Ave off-ramp July/August https://www.littleleague.org /region/west-region/ (909)887-6446

Festival of Lights (Downtown Riverside)

91 ** I-15 to I-215/SR-60 split November http://www.riversidedownto wn.org/

(951) 683-7100

So Cal Air Show March Air

Reserve Base 215 *** Cactus to Ramona

Express Way https://rivco.gov/events/so uthern-california-air-show-free-family-fun

(951) 655-1110

UCR Graduation 60

I-215/SR-60/SR-91 split to Central Ave June www.commencement.ucr.

edu (951)

787-3144

Laughlin River Run 40 *** I-40/ From I-15 to

Arizona State Line April http://www.laughlinriverrun .com

(949) 502-3434

Morongo Thunder & Lightning Powwow

10 *** I-10/ Morongo Valley September http://www.morongopowwo w.com

(800) 252-4499 ext.#: 23800

Coachella Valley Music and Arts

Festival

I-10/San Bernardino to Coachella

60/Moreno Valley to 111/Whitewater to

Coachella

April www.coachella.com info@coachella.co m

Stagecoach Music Festival

I-10/San Bernardino to Coachella

60/Moreno Valley to 111/Whitewater to

Coachella

April http://www.stagecoachfesti val.com/ info@stagecoachfe stival.com

King of Hammers 247 *** sbd18 to 62

Around Feb.

(for the date go online/call) http://www.griffinrad.com/ki ngofthehammers/ https://ultra4racing.com/ra ce/17

1-800-722-3723 or Dave Cole

909 273 0216

Redlands University

Graduation 10 *** I-10 Redlands http://www.redlands.edu/ (909) 793-2121

High School Graduation 10 *** I-10 Redlands June http://rhs.redlandsusd.net/ (909) 307-5300

Lake Elsinore Storm Baseball game 15 ** I-15 Lake Elsinore

April through September

(various days and times) http://www.mlb.com/lake-elsinore (951) 245-4487

REVEL Big Bear to Redlands

Marathon 38 *** SR-38 from Big Bear to

Redlands November 8 https://www.runrevel.com/ rbb/info

** Designates Moderate Impact (20 minute delay or less) *** Designates High Impact (30 minute delay or less)

Note 1: The dates of events change yearly. Contact information and websites are provided to verify exact dates.

Note 2: Other special events do exist that impact our freeway and highway system. Close coordination with the local agencies and other impacted entities must be carried out before conducting work that requires full or partial closures.

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:

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

xxx xxx

Legend:

Refer to lane requirement charts.

x The full width of the traveled way must be open for use by traffic after 6AM.

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

xxx The full width of the traveled way must be open for use by traffic until 6PM.

H Designated holiday

SD Special day

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

Comply with the requirements for the conventional highway lane closures shown in the following charts:

Chart No. K1 Conventional Highway Lane Requirements

County: SBD Route/Direction: 2/NB Post Mile: 2.85/4.25

Closure limits: for traffic calming strategies

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

R R R R R R R R R R R R R R R R R R R

Fri R R R R R R R R R R R R R R R R R R R

Sat R R R R R R R R R R R R R R R R R R R

Sun R R R R R R R R R R R R R R R R R R R

Legend:

R Provide at least 1 through traffic lane not less than 10 feet in width for use by both directions of travel.

(Reversing Control)

Work is allowed within the highway where a shoulder or lane closure is not required.

REMARKS:

1. The day and night work window must not occur concurrently on the same working day.

Chart No. K2 Conventional Highway Lane Requirements

County: SBD Route/Direction: 18/NB Post Mile: R15.06/R16.82

Closure limits: for traffic calming strategies

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 1 1 1 1 1 1 1 1 1 1 1 1 1

Fri 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

Sat 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

Sun 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

Legend:

1 Provide at least 1 through traffic lane open in the direction of travel.

2. The day and night work window must not occur concurrently on the same working day.

Chart No. K3

County: SBD Route/Direction: 38/EB Post Mile: 24.10/24.76

Closure limits: for traffic calming strategies

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

R R R R R R R R R R R R R R R R R R R

Fri R R R R R R R R R R R R R R R R R R R

Sat R R R R R R R R R R R R R R R R R R R

Sun R R R R R R R R R R R R R R R R R R R

Legend:

R Provide at least 1 through traffic lane not less than 10 feet in width for use by both directions of travel.

3. The day and night work window must not occur concurrently on the same working day.

Chart No. K4

County: SBD Route/Direction: 330/NB Post Mile: 31.14 / 35.44

Closure limits: for traffic calming strategies

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

R R R R R R R R R R R R R R R R R R R

Fri R R R R R R R R R R R R R R R R R R R

Sat R R R R R R R R R R R R R R R R R R R

Sun R R R R R R R R R R R R R R R R R R R

Legend:

R Provide at least 1 through traffic lane not less than 10 feet in width for use by both directions of travel.

4. The day and night work window must not occur concurrently on the same working day.

Add to section 12-4.02C(7)(b):

Provide a stationary impact attenuator vehicle for:

1. Pavement marking installation

2. Sign installation

For a traffic control system with multiple work areas, place a stationary impact attenuator at each work area with a separation distance of at least 500 feet from the adjacent work area.

Replace the 1st paragraph of section 12-4.02C(7)(a) with:

Control traffic using stationary closures, except you may use a moving closure during traffic striping and pavement marker placement using a bituminous adhesive. Do not use a moving lane closure when grinding for recessed striping and recessed markers.

Add to the end of section 12-4.02C(7)(b):

Except for one-way-reversing traffic-control lane closures, the maximum length of the work area inside a closure is 2 miles.

Not more than 2 stationary closures are allowed in each direction of travel at one time.

Closure spacing is the distance between the last cone of the upstream closure and the temporary sign W20-1 of the downstream closure. The number of lanes open in the upstream closures must be less than or equal to the number of lanes open in the downstream closures.