AML |
Authorization Criteria |
Reference Specifications |
Accessible Pedestrian Signals
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Authorization Requirements for Accessible Pedestrian Signals
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86-1.02T |
Admixtures for Use in Concrete
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Authorization Requirements for Concrete Admixtures (PDF)
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90-1.01C(4)
90-1.02E(1)
90-1.02E(2)
SSP 51-1.02B
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Anaerobic Threadlocking Compounds |
Authorization Requirements for Anaerobic Threadlocking Compounds |
75-3.02B |
Asphalt Concrete Pavement (Flexible Pavement) Crack Treatment Material (PDF)
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Authorization Requirements for Asphalt Concrete Pavement (Flexible Pavement) Crack Treatment Material (PDF)
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37-6
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Broadband Middle Mile
Mechanical Expansion Anchors
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Authorization Requirements for Undercut Type Mechanical Expansion Anchors
Authorization Requirements for Stud Type Mechanical Expansion Anchors
Mechanical Expansion Anchor User Guide for Designers (PDF) - For a copy of this file please email New.Products@dot.ca.gov
Special Note: Mechanical Expansion Anchors are in the process of being requalified for inclusion in the AML. The present list is intended primarily for use in the Broadband Middle Mile effort, but is acceptable for use in general applications for anchors of the diameters included in the list. For general applications requiring diameters outside of this list, please see DES Structural Design Alert, BDA 5-81 Anchorage to Concrete, dated May 11, 2020.
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Cementitious Materials for use in Concrete |
Authorization Requirements for Cementitious Materials for use in Concrete
Notice for Implementation of Portland Limestone Cement (PDF)
Notice of Intent to Supply Cementitious Material Form
Test Data Submittal Form (XLS)
2023 Supplier Submission Schedule
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90-1.02B(1)
41-2.02B
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Cementitious Pipeliners and Concrete Invert Paving (PDF)
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Authorization Procedures and Criteria for Materials for Cementitious Pipeliners and Concrete Invert Paving (PDF)
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SSP 71-3.04B
SSP 71-3.04B
SSP 71-3.04B
SSP 71-3.8
SSP 71-3.8
SSP 71-3.8
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Changeable Message Sign (CMS) |
Authorization Requirements and Acceptance Criteria for Changeable Message Sign (CMS) (PDF) |
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Chemical Adhesives / Cartridge Epoxies - April 20, 2020, phasing out (PDF) |
Special Note for Section 51-1 Items: Materials on this list may be used if the project was designed using Bridge Design Aid 5-81 (Jan 2012). Contact the Resident Engineer or Project Designer for guidance.
AML is being phased out as existing projects are being delivered.
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51-1.01C(5)
51-1.02H
51-1.03E(5)
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Chemical Adhesives (Drill and Bond Dowel)
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Authorization Requirements and Acceptance Criteria for Chemical Adhesives |
41-10.02A
51-1.01C(5)
51-1.02H
51-1.03E(5)
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Composite Column Jacket Systems
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Please contact the PEP Coordinator at New.Products@dot.ca.gov for a copy of the AML criteria |
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Concrete Anchorage Devices
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Authorization Requirements for Shell and Stud Type Mechanical Expansion Anchors (PDF)
Resin Capsule and Cast-In-Place Inserts AMLs are being phased out as existing projects are being delivered. For current guidance see DES Structural Design Alert, BDA 5-81 Anchorage to Concrete, dated May 11, 2020.
Resin Capsule and Cast-In-Place Inserts are not to be used until their respective design guidance and construction specifications are revised to comply with the currently-adopted design specifications.
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75-3.02C(1) |
Corrosion Protection Coverings |
Authorization Requirements for Corrosion Protection Coverings |
52-2.01B |
Crumb Rubber Modifier (CRM) |
Authorization Requirements for Crumb Rubber Modifier |
37-2.04A(4)(c)(iii)
39-2.03A(4)(e)(ii)(C)
92-1.02B
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Detectable Warning Surface (PDF)
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Authorization Requirements for Detectable Warning Surface (PDF) |
73-1.02B
12-4.04B
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Earth Retaining Systems
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Authorization Requirements for Earth Retaining Systems (PDF)
Earth Retaining Systems New Product Submittal Form
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47-6 |
Environmental Product Declarations (EPDs) |
Authorization Requirements for Environmental Product Declarations |
RSS 6-1.06A
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Fusion Bonded Epoxy Powders
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Authorization Requirements for Fusion Bonded Epoxy Powders |
52-2.01B |
Graffiti Removal and Preventative Materials (PDF)
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Under development |
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Grated Line Drains (PDF) |
Authorization Requirements for Grated Line Drains |
70-6 |
Headed Bar Reinforcement |
Authorization Requirements for Headed Bar Reinforcement |
52-5.02
SSP 52-5.02
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High-Performance Glass Beads |
Authorization Requirements for High-Performance Glass Beads
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84-2.02E |
Highway Safety Features (PDF) |
Authorization Requirements for Highway Safety Features (PDF)
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12-3.01B
12-3.22B
12-3.23B
83-2.01A(2)
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Innocuous Aggregates for Concrete |
Authorization Requirements for Innocuous Aggregates for Concrete |
90-1.02C(1)
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Inorganic Zinc-Rich Primer (PDF)
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Authorization Requirements for Inorganic Zinc-Rich Primer (PDF)
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59-4.03B
91-2.02A
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LED Luminaires - R1, R2, R3, R4 |
Authorization Procedures and Acceptance Criteria for LED Luminaires (PDF) |
86-1.02K(2) |
LED Luminaires - R11, R12, and Intersections |
Authorization Criteria for LED Luminaires (PDF) |
86-1.02K(2) |
LED Pedestrian Modules |
Under development |
86-1.02K(2)
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LED Traffic Signal Modules (PDF) |
Authorization Procedures and Acceptance Criteria for LED Traffic Signal Modules (PDF)
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86-1.02R(4)(b) |
Methyl Methacrylate Traffic Striping and Pavement Marking |
Authorized Requirements for Methyl Methacrylate Traffic Stripping and Pavement Marking |
84-2 |
Microwave Vehicle Detection System
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Authorization Requirements for Microwave Vehicle Detection System Type 1 (Sidefire)
Authorization Requirements for Microwave Vehicle Detection System Type 2 (Traffic Signal)
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NSSP 86-1.02AA |
Noise Barrier Systems (PDF)
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Authorization Procedures and Acceptance Criteria for New Noise/Sound Barriers (PDF)
Noise/Sound Barrier Product Submittal Form
Testing Requirements (PDF)
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SSP 58-4.01A |
Organic Zinc Rich Primer |
Authorization Requirements for Organic Zinc Rich Primer
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50-1.02A
75-1.02B
75-3.03B
83-2.05B(4)
87-1.03B(1)
91-2.02A
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Post-Tensioning Systems
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System Submittal Requirements (PDF)
System Performance Test Procedure (PDF)
Threaded Bar Anchorage Submittal Requirements (PDF)
Designer Instructions and Checklist for Shop Plans (PDF)
Jack Calibration
Contacts (PDF)
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50-1.02A
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Precast Concrete Cementitious Based Repair Materials
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Authorization Requirements for Precast Concrete Cementitious Based Repair Material
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90-4.02 |
Producers of Lime for Soil Stabilization |
Authorization Requirements for Lime for Soil Stabilization |
24-1.02D |
Resistance Welding Fabricators |
Authorization Requirements for Ultimate Hoops |
52-6.02B(1)
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Seismic Dampers (PDF)
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Under development
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Seismic Isolators (PDF)
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Under development |
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Signing and Delineation Materials (PDF) |
Authorization Requirements for Signing and Delineation (PDF) |
81-2.02A
81-3.02A
82-2.02C
82-2.02F
82-5.02A
82-5.02F
84-2.03C(1)
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Silane Reactive Penetrating Sealers |
Authorization Requirements for Silane Reactive Penetrating Sealers |
90-4.03
SSP 54-7
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Silicone Joint Seal - Concrete pavement joint seal, single component silicone joint seal
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Authorization Requirements for Silicone Joint Sealant |
41-5.02B |
Steel Reinforcing Couplers |
Authorization Requirements for Mechanical Couplers |
52-6.01C(5)
52-6.02B(1)
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Temporary Traffic Screen (PDF)
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Under development |
12-3.20B(1)
12-3.21
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Two Component Traffic Paint |
Authorization Requirements for Two Component Traffic Paint |
84-2.02F |
Type A and AL Joint Seal - Concrete structures, movement rating less than or equal to 1 inch, two component silicone joint seal
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Authorization Requirements for Type A and AL Joint Seal |
51-2.02B
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Ultra High Performance Concrete (UHPC)
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Authorization Requirements for Ultra High Performance Concrete (PDF) |
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Vegetation Management
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Warm Mix Asphalt (WMA) Authorized Technologies |
Authorization Requirements for Warm Mix Asphalt Authorized Technologies |
39-2.01A(1) |