01-0J9904 Place HMA_ Replace Signs_ MBGR_ TMS and Drainage Systems.pdf

Bids open Thursday, December 10, 2026 Dated October 26, 2026 OSD

STATE OF CALIFORNIA

DEPARTMENT OF TRANSPORTATION

NOTICE TO BIDDERS

AND

SPECIAL PROVISIONS

FOR CONSTRUCTION ON STATE HIGHWAY IN MENDOCINO COUNTY AT

LEGGETT FROM 0.1 MILE NORTH OF ROUTE 1 TO THE HUMBOLDT COUNTY

LINE NEAR PIERCY

In District 01 On Route 101 Under

Bid book dated October 26, 2026 Standard Specifications dated 2025

Project plans approved June 30, 2026 Standard Plans dated 2025

Identified by Contract No. 01-0J9904

01-Men-101-T91.3/T106.8 Project ID 0119000129

Federal-Aid Project

NH-Q101(463)

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

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

Contract No. 01-0J9904 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

7 LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC

8 PROSECUTION AND PROGRESS

9 PAYMENT

DIVISION II GENERAL CONSTRUCTION

10 GENERAL

11 WELDING

12 TEMPORARY TRAFFIC CONTROL

14 ENVIRONMENTAL STEWARDSHIP

15 EXISTING FACILITIES

DIVISION III EARTHWORK AND LANDSCAPE

19 EARTHWORK

21 EROSION CONTROL

DIVISION V SURFACINGS AND PAVEMENTS

36 GENERAL

39 ASPHALT CONCRETE

DIVISION VI STRUCTURES

51 CONCRETE STRUCTURES

DIVISION VIII MISCELLANEOUS CONSTRUCTION

72 SLOPE PROTECTION

DIVISION IX TRAFFIC CONTROL DEVICES

81 MISCELLANEOUS TRAFFIC CONTROL DEVICES

82 SIGNS AND MARKERS

83 RAILINGS AND BARRIERS

ii

84 MARKINGS

DIVISION X ELECTRICAL WORK

86 GENERAL

87 ELECTRICAL SYSTEMS

DIVISION XI MATERIALS

90 CONCRETE

iii

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

A24E Pavement Markings - Words

A24F Pavement Markings - Crosswalks

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

A40C Edge Line Rumble Strip Details - Ground-In Indentations

A40D Center Line Rumble Strip Details - Ground-In Indentations

A40G Sinusoidal Rumble Strip Details - Ground-In Indentations

A40K Rumble Strip Placement for Paved Medians

A62A Excavation and Backfill - Miscellaneous Details

A62D Excavation and Backfill - Concrete Pipe Culverts

A63A Portable Concrete Barrier (Type 60K)

A73A Object Markers

A73B Markers

A73C Delineators, Channelizers and Barricades

A77L1 Midwest Guardrail System - Standard Railing Section (Wood Post with Wood Block)

A77L2 Midwest Guardrail System - Standard Railing Section (Steel Post with Notched Wood or Notched Recycled Plastic Block)

A77L4 Midwest Guardrail System - Transition to Metal Beam Guardrail iv

A77M1 Midwest Guardrail System - Standard Hardware

A77N1 Midwest Guardrail System - Wood Post and Wood Block Details

A77N2 Midwest Guardrail System - Steel Post and Block Details

A77N3 Midwest Guardrail System - Typical Line Post Embedment and Hinge Point Offset Details

A77N4 Midwest Guardrail System - Typical Height Measurement, Dike Positioning, and Delineation Details

A77N5 Minor Concrete Vegetation Control - Guardrail System

A77N5A Minor Concrete Vegetation Control - Guardrail System - Narrow Vegetation Control Installation

A77N6 Minor Concrete Vegetation Control - Guardrail System for Terminal System End Treatments

A77N7 Minor Concrete Vegetation Control - Guardrail System at Structure Approach

A77N9 Minor Concrete Vegetation Control - Guardrail System at Fixed Object

A77N11 Minor Concrete Vegetation Control - Guardrail System - Miscellaneous Details

A77P1 Midwest Guardrail System - Typical Layouts for Embankments

A77P2 Midwest Guardrail System - Typical Layouts for Embankments

A77P3 Midwest Guardrail System - Typical Layouts for Embankments

A77P5 Midwest Guardrail System - Typical Layouts for Embankments

A77P6 Midwest Guardrail System - Typical Layouts for Embankments

RSP A77Q1 Midwest Guardrail System - Typical Layouts for Structure Approach

A77Q2 Midwest Guardrail System - Typical Layouts for Structure Approach and Between Structures

A77Q4 Midwest Guardrail System - Typical Layouts for Structure Departure

A77Q5 Midwest Guardrail System - Typical Layouts for Structure Departure

A77R1 Midwest Guardrail System - Typical Layouts for Fixed Objects Between Separate Roadbeds (Two-Way Traffic)

A77R3 Midwest Guardrail System - Typical Layouts for Roadside Fixed Objects

RSP A77S1 Midwest Guardrail System - End Anchor Assembly (Type SFT - M)

A77S2 Midwest Guardrail System - Rail Tensioning Assembly

A77S3 Metal Railing Anchor Cable and Anchor Plate Details

A77T1 Metal Railing End Anchor Assembly (Type CA)

A77T2 Midwest Guardrail System - Buried Post End Anchor (Type B-F)

A77T3 Midwest Guardrail System - Buried Post End Anchor (Type B-S)

A78C3 Minor Concrete Vegetation Control - Single Thrie Beam Barrier

A78M1 Thrie Beam Barrier (Type M) - Standard Barrier Railing Section

A78M2 Thrie Beam Barrier (Type M) - Standard Hardware Details

A78M3 Thrie Beam Barrier (Type M) - Post and Block Details

A78P1 Single and Double Thrie Beam Barrier (Type M) - Transition to Midwest Guardrail System v

RSP A79A1 Transition Railing (Type AGT)

A79A3 Transition Railing (Type AGT) Details

A79B1 Transition Railing (Type AGT) to Bridge Railings without Sidewalks

A81A Crash Cushion - Sand Filled (Unidirectional)

A81B Crash Cushion - Sand Filled (Unidirectional)

A81C Crash Cushion - Sand Filled (Bidirectional)

A87B Hot Mix Asphalt Dikes

P3A Jointed Plain Concrete Pavement - Lane and Shoulder Addition or Replacement

P3B Jointed Plain Concrete Pavement (Widened Lane) - Lane and Shoulder Addition or Replacement

P4 Continuously Reinforced Concrete Pavement

RSP P8A Individual Slab Replacement with Rapid Strength Concrete

RSP P8B Individual Slab Replacement - Dowel Bar Basket Details

RSP P35 Concrete Pavement - Ramp Transition Paving Details

P52 Edge Drain Cleanout and Vent Details

D72B CIP Drainage Inlets - Types G1, G2, G3, G4, G5 and G6

D72C CIP Drainage Inlets - Types G1, G2, G3, G4, G5 and G6

D72F CIP Drainage Inlet Notes

D72G CIP Drainage Inlet Tables

D77B Grate Details No. 2

D97A Corrugated Metal Pipe Coupling Details No. 1 - Annular Coupling Band, Bar and Strap, and Angle Connections

D97C Corrugated Metal Pipe Coupling Details No. 3 - Helical and Universal Couplers

D97D Corrugated Metal Pipe Coupling Details No. 4 - Hugger Coupling Bands

D97E Corrugated Metal Pipe Coupling Details No. 5 - Standard Joint

D97F Corrugated Metal Pipe Coupling Details No. 6 - Positive Joint

H1 Landscape and Erosion Control Symbols

H51 Erosion Control Details - Fiber Roll and Compost Sock

H52 Rolled Erosion Control Product

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)

T3C Temporary Barrier System (Cross Bolt)

T3D Temporary Barrier System (Cross Bolt)

T3E Temporary Barrier System (Cross Bolt) vi

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

RSP T12 Traffic Control System for Half Road Closure on Multilane Conventional Highways and Expressways

RSP T13 Traffic Control System with Reversible Control on Two Lane Conventional Highways

RSP T13A Traffic Control System - Two Lane Conventional Highways

T14 Traffic Control System for Ramp Closure

T15 Traffic Control System for Moving Lane Closure on Multilane Highways

T16 Traffic Control System for Moving Lane Closure on Multilane Highways

T17 Traffic Control System for Moving Lane Closure on Two Lane Highways

T18 Traffic Control System - Construction Work Zone Speed Limit Reduction on Freeways and Expressways

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

T51 Temporary Water Pollution Control Details (Temporary Silt Fence)

T53 Temporary Water Pollution Control Details (Temporary Cover)

T56 Temporary Water Pollution Control Details (Temporary Fiber Roll)

T57 Temporary Water Pollution Control Details (Temporary Check Dam)

T59 Temporary Water Pollution Control Details (Temporary Concrete Washout Facility)

T61 Temporary Water Pollution Control Details (Temporary Drainage Inlet Protection)

T62 Temporary Water Pollution Control Details (Temporary Drainage Inlet Protection)

T63 Temporary Water Pollution Control Details (Temporary Drainage Inlet Protection)

T64 Temporary Water Pollution Control Details (Temporary Drainage Inlet Protection)

B7-8 Deck Drainage Details

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

RS5 Roadside Sign-PSST Post-Typical Installation Details No. 1

RS6 Roadside Sign-PSST Post-Typical Installation Details No. 2

ES-1A Electrical Systems (Legend)

ES-1B Electrical Systems (Legend)

ES-1C Electrical Systems (Legend) vii

ES-2D Electrical Systems (Service Equipment Enclosure and Typical Wiring Diagram, Type III - A Series)

ES-3C Electrical Systems (Controller Cabinet Foundation and Pad Details)

ES-3K Electrical Systems (Electronics Assembly Connection Diagram) (Battery Backup System)

ES-5A Electrical Systems (Loop Detectors)

ES-5B Electrical Systems (Detectors)

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

ES-5E Electrical Systems (Trench in Pavement and Piezoelectric Axle Sensor Details)

ES-8B Electrical Systems (Traffic Pull Box)

ES-9B Electrical Systems (Conduit Riser Expansion and Deflection Fittings, Structure Installations)

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 Thursday, December 10, 2026

Dated October 26, 2026

General work description: Place HMA, replace signs, MBGR, TMS and drainage systems.

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

STATE HIGHWAY IN MENDOCINO COUNTY AT LEGGETT FROM 0.1 MILE NORTH OF ROUTE 1 TO

THE HUMBOLDT COUNTY LINE NEAR PIERCY.

District-County-Route-Post Mile: 01-Men-101-T91.3/T106.8

Contract No. 01-0J9904

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.:

NH-Q101(463)

For the Federal training program, the number of trainees or apprentices is 5.

Bids must be on a cost+time basis.

Complete the work within the number of working days bid.

Do not bid less than 140 working days and not more than 200 working days.

The estimated cost of the project is $24,000,000.

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 090105 TIME-RELATED OVERHEAD (LS) LS LUMP SUM

0003 090205 DISPUTE RESOLUTION BOARD ON-SITE

MEETING

EA 5

0004 090210 HOURLY OFF-SITE DISPUTE-RESOLUTION-

BOARD-RELATED TASKS

HR 100

0005 120090 CONSTRUCTION AREA SIGNS LS LUMP SUM

0006 120100 TRAFFIC CONTROL SYSTEM LS LUMP SUM

0007 013804 STATIONARY IMPACT ATTENUATOR VEHICLE

(LS)

LS LUMP SUM

0008 120119 TRAFFIC CONE EA 740

0009 120120 TYPE III BARRICADE EA 11

0010 120149 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 1,910

0011 120159 TEMPORARY TRAFFIC STRIPE (PAINT) LF 18,100

0012 010413 PORTABLE RADAR SPEED FEEDBACK SIGN

SYSTEMS (LS)

LS LUMP SUM

0013 120320 TEMPORARY BARRIER SYSTEM LF 3,480

0014 128652 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS LUMP SUM

0015 129108 TEMPORARY CRASH CUSHION TL-3 EA 7

0016 130100 JOB SITE MANAGEMENT LS LUMP SUM

0017 130201 WATER POLLUTION CONTROL PROGRAM LS LUMP SUM

0018 130570 TEMPORARY COVER SQYD 500

0019 130610 TEMPORARY CHECK DAM LF 480

0020 130620 TEMPORARY DRAINAGE INLET PROTECTION EA 36

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0021 130640 TEMPORARY FIBER ROLL LF 1,800

0022 130650 TEMPORARY GRAVEL BAG BERM LF 5,840

0023 130680 TEMPORARY SILT FENCE LF 250

0024 130730 STREET SWEEPING LS LUMP SUM

0025 130900 TEMPORARY CONCRETE WASHOUT LS LUMP SUM

0026 141120 TREATED WOOD WASTE LB 114,000

0027 190101 ROADWAY EXCAVATION CY 360

0028 190185 SHOULDER BACKING TON 11,400

0029 210252 BONDED FIBER MATRIX (SQFT) SQFT 46,700

0030 210350 FIBER ROLLS LF 4,090

0031 210610 COMPOST (CY) CY 150

0032 210630 INCORPORATE MATERIALS SQFT 22,900

0033 390025 SEGMENT CORRECTION EA 9

0034 390095 REPLACE ASPHALT CONCRETE SURFACING CY 1,340

0035 390132 HOT MIX ASPHALT (TYPE A) TON 54,900

0036 391006 ASPHALT BINDER (GEOSYNTHETIC PAVEMENT

INTERLAYER)

TON 4.4

0037 393004 GEOSYNTHETIC PAVEMENT INTERLAYER

(PAVING FABRIC)

SQYD 1,770

0038 394074 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 540

0039 394075 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 400

0040 394076 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 15,300

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0041 394077 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 14,600

0042 394090 PLACE HOT MIX ASPHALT (MISCELLANEOUS

AREA)

SQYD 50

0043 397005 TACK COAT TON 93

0044 398100 REMOVE ASPHALT CONCRETE DIKE LF 29,200

0045 398200 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 287,000

0046 046922 (F) - STRUCTURAL CONCRETE, BARRIER SLAB

(RSC)

CY 117

0047 510094 (F) - STRUCTURAL CONCRETE, DRAINAGE

INLET

CY 2.8

0048 510502 (F) - MINOR CONCRETE (MINOR STRUCTURE) CY 1

0049 511106 DRILL AND BOND DOWEL LF 38

0050 665005 8" CORRUGATED STEEL PIPE (.064" THICK) LF 10

0051 665018 18" CORRUGATED STEEL PIPE (.109" THICK) LF 25

0052 681065 10" PERFORATED PLASTIC PIPE UNDERDRAIN LF 420

0053 710120 REMOVE DRAINAGE FACILITY (EA) EA 1

0054 710126 REMOVE OVERSIDE DRAIN EA 1

0055 710132 REMOVE CULVERT (LF) LF 3.5

0056 013729 GRAVEL FILTER CY 15

0057 723080 ROCK SLOPE PROTECTION (60 LB, CLASS II,

METHOD B) (CY)

CY 30

0058 750001 (F) - MISCELLANEOUS IRON AND STEEL LB 480

0059 810190 GUARD RAILING DELINEATOR EA 250

0060 810230 PAVEMENT MARKER (RETROREFLECTIVE) EA 7,660

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0061 820111 UNDERDRAIN MARKER EA 3

0062 820112 MARKER (CULVERT) EA 1

0063 820113 TREATMENT BEST MANAGEMENT PRACTICE

MARKER

EA 4

0064 820220 REMOVE MARKER EA 1

0065 820250 REMOVE ROADSIDE SIGN EA 200

0066 820750 FURNISH SINGLE SHEET ALUMINUM SIGN

(0.063"-UNFRAMED)

SQFT 1,390

0067 820760 FURNISH SINGLE SHEET ALUMINUM SIGN

(0.080"-UNFRAMED)

SQFT 830

0068 820780 FURNISH SINGLE SHEET ALUMINUM SIGN

(0.063"-FRAMED)

SQFT 340

0069 820790 FURNISH SINGLE SHEET ALUMINUM SIGN

(0.080"-FRAMED)

SQFT 1,610

0070 820840 ROADSIDE SIGN - ONE POST EA 170

0071 820850 ROADSIDE SIGN - TWO POST EA 44

0072 820900 INSTALL ROADSIDE SIGN PANEL ON EXISTING

POST

EA 21

0073 820920 INSTALL ROADSIDE SIGN (LAMINATED WOOD

BOX POST)

EA 4

0074 037142 FURNISH LAMINATED WOOD BOX POST (TYPE

M)

EA 8

0075 832006 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 8,680

0076 832011 MIDWEST GUARDRAIL SYSTEM (SPECIAL) LF 100

0077 832018 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) LF 380

0078 832070 VEGETATION CONTROL (MINOR CONCRETE) SQYD 6,330

0079 839305 SINGLE THRIE BEAM BARRIER (TYPE M) LF 41

0080 048948 (F) - CONCRETE BARRIER TRANSITION

(STRUCTURE)

LF 518

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0081 839544 TRANSITION RAILING (TYPE AGT) EA 25

0082 839580 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 11

0083 015299 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 42

0084 839588 BURIED POST END ANCHOR (TYPE B-F) EA 7

0085 839589 BURIED POST END ANCHOR (TYPE B-S) EA 2

0086 839752 REMOVE GUARDRAIL LF 10,100

0087 839779 REMOVE METAL RAILING LF 8

0088 839782 REMOVE CRASH CUSHION EA 1

0089 038509 RECONSTRUCT GUARDRAIL (STEEL POST) LF 50

0090 840516 THERMOPLASTIC PAVEMENT MARKING

(ENHANCED WET NIGHT VISIBILITY)

SQFT 2,240

0091 840619 6" THERMOPLASTIC TRAFFIC STRIPE

(ENHANCED WET NIGHT VISIBILITY) (BROKEN

12-3)

LF 150

0092 840621 6" THERMOPLASTIC TRAFFIC STRIPE

(ENHANCED WET NIGHT VISIBILITY) (BROKEN

17-7)

LF 900

0093 840623 6" THERMOPLASTIC TRAFFIC STRIPE

(ENHANCED WET NIGHT VISIBILITY) (BROKEN

36-12)

LF 61,900

0094 846007 6" THERMOPLASTIC TRAFFIC STRIPE

(ENHANCED WET NIGHT VISIBILITY)

LF 339,000

0095 846009 8" THERMOPLASTIC TRAFFIC STRIPE

(ENHANCED WET NIGHT VISIBILITY)

LF 270

0096 846010 8" THERMOPLASTIC TRAFFIC STRIPE

(ENHANCED WET NIGHT VISIBILITY) (BROKEN

12-3)

LF 480

0097 846013 12" THERMOPLASTIC TRAFFIC STRIPE

(ENHANCED WET NIGHT VISIBILITY)

LF 4,330

0098 846030 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 40,100

0099 846035 REMOVE THERMOPLASTIC PAVEMENT

MARKING

SQFT 2,240

0100 846053 12" RUMBLE STRIP (ASPHALT CONCRETE

PAVEMENT-SINUSOIDAL)

STA 480

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0101 847198 CONTRAST STRIPE THERMOPLASTIC LF 55,400

0102 870009 MAINTAINING EXISTING TRAFFIC MANAGEMENT

SYSTEM ELEMENTS DURING CONSTRUCTION

LS LUMP SUM

0103 039267 MODIFYING VARIABLE MESSAGE SIGN

SYSTEMS

LS LUMP SUM

0104 872135 MODIFYING TRAFFIC MONITORING STATIONS LS LUMP SUM

0105 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

090205 DISPUTE RESOLUTION BOARD ON-SITE MEETING 5

090210 HOURLY OFF-SITE DISPUTE-RESOLUTION-BOARD-RELATED

TASKS

010413 PORTABLE RADAR SPEED FEEDBACK SIGN SYSTEMS (LS) 12

013804 STATIONARY IMPACT ATTENUATOR VEHICLE (LS) 12

046922 STRUCTURAL CONCRETE, BARRIER SLAB (RSC) 51

013729 GRAVEL FILTER 72

037142 FURNISH LAMINATED WOOD BOX POST (TYPE M) 82

048948 CONCRETE BARRIER TRANSITION (STRUCTURE) 83

015299 ALTERNATIVE IN-LINE TERMINAL TL-3 83

038509 RECONSTRUCT GUARDRAIL (STEEL POST) 83

039267 MODIFYING VARIABLE MESSAGE SIGN SYSTEMS 87

Add to section 1-1.09:

This project is in a freeze-thaw area.

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 1. PLAC - U.S. Fish and Wildlife Service, Programmatic Letter of Concurrence, Reference No.

2022-0062929, dated 07/20/2022.

2. Buy America Waiver for the De Minimis Costs for Manufactured Products and Construction Materials

Available as specified in the Standard Specifications

1. Pavement smoothness data (.ppf)

2. Bridge as built drawings

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.

Replace section 5-1.15 with:

5-1.15 SAFETY REPRESENTATIVE

5-1.15A General Designate an on-site safety representative to superintend project safety for the duration of this Contract.

The safety representative may perform other non-safety related work if safety responsibilities are fulfilled.

The safety representative must be available after work hours as needed. The safety representative is not required to be on-site during plant establishment period, erosion control establishment period, or temporary suspensions when no other Contract work is being performed.

Develop a written site-specific safety program (SSSP) that incorporates known hazards associated with the project.

5-1.15B Submittals Submit a resume of the safety representative before starting work on the project, including education, completed safety training, and safety experience in heavy construction, heavy industrial, or oil and energy industry.

Submit a copy of the safety representative's certificate for the Cal/OSHA 30-hour – Cal/OSHA Standards for the Construction Industry or OSHA 510 - OSHA Standards for the Construction Industry training course as an informational submittal. The certificate must include:

1. Name of the entity providing certification

2. Name of the individual receiving certification

3. Date when the certification was provided

4. Expiration date, if applicable

Submit a copy of the SSSP as an informational submittal:

1. At least 15 days before starting work

2. At least 48 hours before starting work whenever a revision is made to the SSSP

5-1.15C Certifications The safety representative must have completed training and received a certificate of completion for the Cal/OSHA 30-hour - Cal/OSHA Standards for the Construction Industry or OSHA 510 – OSHA Standards for the Construction Industry training course.

The safety representative must have one of the following certifications:

1. Certified Safety Professional from the Board of Certified Safety Professionals

2. Construction Health and Safety Technician from the Board of Certified Safety Professionals

3. Occupational Hygiene and Safety Technician from the Board of Certified Safety Professionals

4. Safety Trained Supervisor from the Board of Certified Safety Professionals

5. Safety Trained Supervisor Construction from the Board of Certified Safety Professionals

6. Associate Safety Professional from the Board of Certified Safety Professionals

7. Master Safety Professional from the National Association of Safety Professionals

8. Certified Safety Director from the National Association of Safety Professionals

5-1.15D Qualifications The safety representative must be a competent and qualified person, as defined by Cal/OSHA, and must provide safety oversight on the project. The safety representative must have:

1. At least 3 years of safety experience in heavy construction, heavy industrial, or oil and energy industry

2. Knowledge in the area of safety procedure for all types of work being performed on this project

3. Knowledge of Department specifications and plans, Cal/OSHA policy and procedures, and 8 CA

Code of Regs safety requirements

The safety representative must have completed safety training and maintain valid certifications for:

1. First aid

2. Cardiopulmonary resuscitation

5-1.15E Duties and Responsibilities The safety representative must be available by:

1. Cellular telephone

2. Two-way radio

3. Mobile internet access

The safety representative must:

1. Develop the SSSP

2. Conduct the on-site new project orientation for each worker assigned to the project

3. Review the construction work plans for each subcontractor before starting work

4. Conduct or attend pre-planning sessions for high hazard work such as excavations, demolition, confined space entry, falsework, crane hoisting, high-risk utilities such as high-pressure pipelines with fuel or natural gas, and tunneling or boring

5. Conduct weekly job site safety meetings

6. Review work schedules, including subcontractors' work schedules, to ensure adequacy of job hazard analyses and address all safety concerns and issues

7. Ensure safety data sheets are available on-site for all materials and have a hazard communication program for informing workers of material hazards

8. Verify compliance with hazardous waste requirements under section 14-11, including spill prevention and control measures

9. Conduct daily safety inspections of the job site for hazards and compliance with safety requirements in the specifications and 8 CA Code of Regs

10. Report all incidents to the Engineer immediately, including the investigation of any close calls

When monitoring the job site, including work zones with certified flaggers or traffic control technicians, take immediate corrective action and notify the Engineer if an imminent danger is identified.

If the Engineer determines the safety representative is not meeting the intended duties and responsibilities, you must replace the safety representative within 30 days of written notice from the Engineer. If you need to replace the safety representative, notify the Engineer and provide replacement safety representative resume and required certifications at least 15 days before the replacement.

You may submit a secondary safety representative to act on behalf of the designated safety representative during extended shifts, continuous operations, or short-term absences that will not exceed 14 days in duration. The secondary safety representative must meet the same required qualifications and certifications as the designated safety representative.

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 01-0J9804 MEN-101-81.3/T91.3 In and near Leggett Rehab pavement 01-0P8004 MEN-101-101.5 Near Cook’s Valley Repair CCTV 01-0L3104 HUM-101-T0.0/1.1 Near Cook’s Valley Rehab pavement 01-0L8104 MEN-271-0.0/7.3 In and near Leggett Rehab pavement 01-0H6414 HUM-101-0.9 Near Cook’s Valley Construct bridge 01-464804 HUM-101-1.1/2.2 Near Garberville Improve operations 01-0P6104 MEN-271-7.1 In Leggett Replace culverts

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 5-1.20B(1):

The Department will communicate with PLAC agencies unless communication between you and the PLAC agency is authorized.

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.

Do not cast precast concrete members within the right-of-way of Route 101.

Add between the 6th and 7th paragraph of section 5-1.43E(1)(a):

DRA and DRB meetings may be held either virtually or on-site at the job location upon mutual agreement by the Contractor, the Department, and the DRA or DRB.

DRA and DRB meetings include:

1. Initial project meeting

2. Progress meetings

3. Dispute meetings

On-site meetings are held at a physical location and include on-site time, travel time, transportation, lodging, and incidentals for each day or portion thereof.

Virtual meeting includes virtual meeting time, equipment, and incidentals for each hour or portion thereof, either all or part of the DRA and DRB members, with the following requirements:

1. Obtain authorization for virtual meeting 14 days before the meeting

2. Use of Webex, Zoom or MS Teams virtual platforms

Obtain authorization for DRA or DRB members before spending any time on DRA- or DRB- related tasks.

Hourly off-site DRA and DRB related tasks include reviewing the plans, specifications, evaluating positions, preparing recommendations, completing forms, or performing any other off-site DRA- or DRB-related tasks.

Replace section 5-1.43E(1)(i) with:

5-1.43E(1)(i) Payment Pay the DRA or each DRB member for meeting participation as follows:

1. $250 per hour for agreed hourly off-site DRA- or DRB-related tasks

2. For attending a virtual off-site meeting with a limit of $1,000 per meeting at hourly off-site DRA-or

DRB-related tasks rate

3. $2,500 per day for each on-site meeting

Department does not pay for (1) DRA- or DRB-work performed after Contract acceptance or (2) cost of preparing for or attending ADR meetings.

The Department pays:

1. $250 per hour for agreed off-site DRA- or DRB-related tasks

2. For each DRA or DRB member attending a virtual off-site meeting with a limit of $1,000 per meeting at hourly off-site DRA-or DRB-related tasks rate

3. $2,500 per DRA on-site meeting

4. Up to $7,500 per DRB on-site meeting

Payment is full compensation for each meeting and off-site DRA- or DRB-related tasks.

The Department does not adjust the unit price for an increase or decrease in the quantity of:

1. DRA on site meeting

2. DRB on site meeting

3. Hourly off-site DRA- or DRB-related task

Within 60 days of receipt of Department's payment, submit copies of associated invoices and supporting documents in the form of a canceled check or bank statement for DRA- or DRB-payment verification.

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

Add to the beginning of section 6-1.02:

The Department furnishes you with:

1. Loop detector sensor units, flasher units, and switch packs

2. Controller unit for variable message signs

3. Electronics assembly for battery backup systems as follows:

3.1. Inverter/charger unit

3.2. Power transfer relay

3.3. Manually-operated bypass switch

3.4. Battery harness

3.5. Utility interconnect wires

3.6. Battery temperature probe

3.7. Relay contact wires

The Department furnishes you with controller unit at CALTRANS DISTRICT 1, 1656 UNION ST, EUREKA, CA 95501. At least 4 weeks before you pick up the materials, inform the Engineer of what you will pick up and when you will pick it up.

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…