Archived Design Memos
Updated 9/21/26
| Memo Number | Memo Date | Subject | Affected IDM Section, Figure, or Reference | Superseding Memo |
|---|---|---|---|---|
| 25-16 | 8/13/25 | Pavement Type Selection Process | 601‑5.01(03), 602‑2.0, 606‑1.0 | |
| 25-15 | 7/15/25 | Bridge Deck Overlay | 17‑5.12[Add.], 412‑3.02, Figs. 17‑5M[Add.], 412‑3C |
|
| 25-14 | 5/7/25 | CAD Workspace Updates | N/A | |
| 25-13 | 5/7/25 | 2025 INDOT Standard Drawings | N/A | |
| 25-12 Rev. | 4/16/25 rev. 5/7/25 |
Plan Revisions after Ready for Contracts | 14‑1.02(04), 14‑1.02(06), 14‑1.02(07), Figs. 14‑1O[Add.], 14‑1P[Add.], 14‑1Q[Add.] |
|
| 25-11 | 4/16/25 | Lean Concrete Base | 17‑5.09(02), 603‑3.01, 604‑2.03 | |
| 25-09 | 4/16/25 | Rewrite Chapter 43 Horizontal Alignment | Chapter 43 (all sections), 48‑4.01(06), 48‑5.03(01), 48‑5.03(02) |
|
| 25-08 | 3/25/25 | Life-Cycle Pavement Cost Analysis Update | 602‑2.0, 606‑1.0, 606‑2.05, 606‑3.01, 606‑3.02 |
|
| 25-06 | 2/13/25 | Prestressing Strands | 406‑10.0, 406‑12.02(03) | |
| 25-05 | 2/13/25 | Reinforcing Bar Support Devices | 406‑12.03(03), Fig. 405‑3D, Fig. 405‑3E, Fig. 406‑12D[Add.] |
|
| 25-04 | 2/13/25 | NEXT Beams | 406‑12.02(01), Fig. 406‑14BB, Fig. 406‑14DD |
|
| 25-01 | 1/21/25 | IHCP Exception Requests | N/A | 26-22 |
| Memo Number | Memo Date | Subject | Affected IDM Section, Figure, or Reference | Superseding Memo |
|---|---|---|---|---|
| 24-17 | 12/4/24 | Liquid Asphalt Sealant | Figs. 602-3A thru 602‑3D, 602‑3G, 602‑3H, 602‑3J | |
| 24-15 | 11/6/24 | FHWA-Indiana PS&E Checklist | 14‑2.01(13), 14‑2.03(10), 14‑2.04(09), 14‑2.05(05),
14‑2.06(03), 14‑2.07(03), 14‑2.08(03) |
|
| 24-14 | 9/11/24 | Pavement Ledge Width | Figs. 405‑3F, 406‑16E, 406‑16L, 406‑16S, 409‑2D, 409‑3D | |
| 24-13 | 9/11/24 | Integral End Bent Details | 409‑2.04(03), Figs. 409‑2C[Del.], 409‑2D | |
| 24-12 Rev. | 9/11/24 rev. 10/11/24 |
Semi-Integral End Bent Details | 409‑3.03, Figs. 409‑3A, 409‑3B | |
| 24-11 | 8/14/24 | Preliminary Geometrics Review for Non-Conventional Intersections | 14‑2.01(03) | |
| 24-09 | 8/14/24 | Buy America Certification Procedures for Utilities and Railroads | 104‑2.02, 104‑2.02(01)[Add.], 104‑2.02(02)[Add.], 105‑1.04(03), 105‑1.04(04) |
|
| 24-08 | 6/19/24 | MOT on High-Volume Interstate Highways | N/A | 26-22 |
| 24-07 | 5/14/24 | 2024 INDOT Standard Drawings | N/A | |
| 24-06 | 4/11/24 | IHCP Contract Documents | N/A | |
| 24-04 | 4/11/24 | Pavement Design Process | 601‑4.0, Figs. 601‑4A thru 4F[Del.], 601‑5.0, 601‑5.01, 601‑5.01(01), 601‑5.01(02), 601‑5.01(03), 601‑5.01(04), 601‑6.0, 604‑1.01, 604‑1.04, 604‑1.05, 604‑2.01, 604‑2.02, 604‑2.03, 604‑2.08, Figs. 601‑5A, 602‑3EE, 604‑2A thru 2F[Add.], Editable Doc. 601‑6.0.2, Pavement Design Request Form | |
| 24-03 | 2/12/24 | Waterproofing Membrane and Partial Coating Limits | 407‑2.01(03), Fig. 407‑2A[Del.] | |
| 24-02 | 1/9/24 | Lightweight Concrete, Threaded Tie Bar Assemblies, and Concrete Cover | 405‑2.07(06)[Add.], 405‑3.13[Del.], Figs. 405‑1A, 405‑2C, 405‑2AA, 405‑3E |
|
| 24-01 | 1/9/24 | Subgrade Treatment | 603-4.0 |
| Memo Number | Memo Date | Subject | Affected IDM Section, Figure, or Reference | Superseding Memo |
|---|---|---|---|---|
| 23-20 | 11/15/23 | Extended Pile Bents and Wall Pier on Single Row of Piles | 409‑6.01(01), 409‑6.03(05), 409‑6.04(01), 409‑6.04(02), 409‑6.04(04), Figs. 409‑6B, 409‑6C | |
| 23-19 | 11/15/23 | Joint Probability Analysis | Fig. 203‑2G | |
| 23-18 Rev. | 11/15/23 rev. 3/12/24 |
Survey Requirements | Chapter 26 | |
| 23-15 | 10/16/23 | Build America, Buy America | 104‑2.02 | |
| 23-14 | 10/16/23 | Foundation Review Procedure | 408‑1.06(02), Figs. 408‑3A, 408‑3B, 408‑1B[Del.], Editable Docs. 408‑1B‑LRFD, 408‑1C‑LRFD[Add.] | |
| 23-13 | 9/14/23 | Hydraulic Reviews and Replacement-In-Kind | 201‑1.02, 203‑2.02, 203‑2.08[Add.] | |
| 23-12 | 9/14/23 | Design Exceptions | 14‑2.01(03), 40‑6.01(08), 40‑8.02, 40‑8.03 | |
| 23-11 | 9/14/23 | Payment for Elastomeric Bearing Assemblies | 409-7.03(01) | |
| 23-09 | 7/19/23 | Standard Drawings | N/A | |
| 23-06 | 6/19/23 | Cross Slope Correction | 54‑3.03(01), 55‑4.05(04), 56‑4.04(03), 603‑2.04, 607‑1.0 | |
| 23-05 | 6/14/23 | Standardized Elastomeric Bearing Revisions | 409‑7.03(03), 409‑7.04, Figs. 409‑7A thru 7E | |
| 23-04 Rev. | 5/12/23 rev. 5/30/23 |
Chapter 503 Revisions | 503‑1.0, 503‑2.0, 503‑2.01, 503‑2.02, 503‑2.02(01), 503‑2.02(02), 503‑2.04, 503‑2.04(01) thru (04), 503‑2.05(01) thru (05), 503‑2.06(01), 503‑2.07, 503‑3.01(01), 503‑3.01(03), 503‑3.01(04), 503‑3.02, 503‑3.04, 503‑3.04(02) thru (04), 503‑3.05(02), 503‑3.05(04), 503‑3.05(07), 503‑4.01, 503‑4.02, 503‑6.01, 503‑7.01(02), 503‑701(03), 503‑7.01(05), 503‑7.02, 503‑7.02(01), 503‑7.02(04), 503‑7.02(05), 503‑7.03(01), 503‑7.04(02), 503‑7.05, 503‑7.07, 503‑7.07(01) thru (04)[Add.], Figs. 503‑3G & 3H[Add.], Applicable MOT Editable Docs. | |
| 23-03 | 5/12/23 | Stormwater Management | 14‑2.01(07), 14‑2.03(03), 14‑2.03(10), 14‑2.04(06), 14‑2.05(03) , 14‑2.05(05), 17‑6.02, 17‑6.03, 17‑6.04, 205‑4.0 | |
| 23-02 | 5/12/23 | Void Reducing Asphalt Membrane for Asphalt Paving | 602‑3.02 | 25-10 |
| 23-01 | 1/5/23 | Outlet Protection | 203‑2.02(15), Fig. 203‑2D |
| Memo Number | Memo Date | Subject | Affected IDM Section, Figure, or Reference | Superseding Memo |
|---|---|---|---|---|
| 22-25 | 12/19/22 | Infrastructure Investment and Jobs Act - Build America, Buy America | N/A | |
| 22-24 Rev. | 12/19/22 rev. 2/8/23 |
Cutoff Walls for Box Culverts | 203‑2.03(04) | |
| 22-23 | 11/10/22 | Engineering Assessment Manual Revisions | N/A | |
| 22-22 | 11/10/22 | Post-construction Stormwater Management | Ch. 204 | 26-01 |
| 22-21 | 10/7/22 | Deck Pour Sequence for Prestressed Beam Superstructures | 404‑2.06(02), Fig. 404‑2F | |
| 22-20 | 10/6/22 | Surface Seal for Concrete Structural Members | 17‑5.01(03) | |
| 22-19 | 9/13/22 | Welded Wire Reinforcement (WWR), Lightweight Concrete, and Continuity for Prestressed Beams | 406‑4.02, 406‑4.03, 406‑4.04, 406‑5.01, 406‑10.0, 406‑12.02(01), 406‑12.02(02), 406‑12.02(03), 406‑12.03(01), 406‑12.03(03), 406‑12.04(02), 406‑12.05, 406‑12.06, 406‑12.08, 406‑12.09, Figs. 406‑12B[Del.], 406‑12C[Add.], 406‑13A thru 13D[Rev.], 406‑14A thru 406‑14Z[Del.], Add. Figs. 406‑14AA thru 406‑14EE | |
| 22-18 | 9/13/22 | Chemical Anchors for Post-Installed Reinforcement | 412‑3.01(08), 412‑3.03(02), Fig. 412‑3B[Del.] | |
| 22-16 | 8/04/22 | Intelligent Transportation Systems (ITS) Update | 502‑5.0, Del. Figs. 502‑5A thru 502‑5F | |
| 22-15 | 7/26/22 | INDOT 2022 Standard Drawings | N/A | |
| 22-14 | 7/15/22 | Liquid Asphalt Sealant for Milled HMA Corrugations | N/A | 24-17 |
| 22-13 | 7/7/22 | Working Drawings for Precast 3-sided Structures and Box Culverts | N/A | |
| 22-12 | 7/7/22 | Subgrade Treatment for Full Depth Patching | 603‑3.01, 603‑3.04 | |
| 22-11 | 7/7/22 | Pre-Bid Meeting Information | N/A | |
| 22-10 | 7/7/22 | INDOT Lighting Policy | 502‑4.01(03), 502‑4.01(04), 502‑4.02, Delete Sections 502‑4.02(01) thru (14) |
|
| 22-09 | 6/6/22 | Revisions to Reinforced-Concrete Structure | 405‑1.02 thru 405‑1.07, 405‑2.0 thru 2.05, 405‑2.06(01), 405‑2.06(03), 405‑2.07(01) thru (04), 405‑2.08 thru 2.10, 405‑2.11 thru 2.13, 405‑3.0 thru 3.01(05), 405‑3.02 thru 3.14, Figs. 405‑1A, 405‑1B, 401‑1C, 405‑2C, Delete Figs. 405‑2D thru 2Y and 405‑3C | |
| 22-08 | 4/20/22 | Revisions to Hydraulics Submittal Process and Editable Documents | 203‑2.04(04), 203‑3.06, Figs. 203‑2L, 203‑3C[Del.] | |
| 22-07 | 4/20/22 | Letting Preparation Schedule | N/A | |
| 22-06 | 4/20/22 | Revisions to Maintenance of Traffic Standards | N/A | |
| 22-04 | 2/09/22 | Payment Revisions of Construction-Zone Energy-Absorbing Terminals and Temporary Traffic Barriers | 17‑4.13 | |
| 22-03 | 1/21/22 | Pavement Design for Small Structure and Bridge Projects | 601‑5.03[Add.], 601‑6.0, 605‑1.09 thru 1.13[Del.], 17‑5.09(01), Fig. 601‑5C[Add.] |
|
| 22-02 | 1/21/22 | Life-Cycle Pavment Cost Analysis (LCPCA) Update | 601-5.01(04), 606-1.0, 606-2.02, 606-2.04, 606-2.06, 606-3.01, 606-3.02 |
| Memo Number | Memo Date | Subject | Affected IDM Section, Figure, or Reference | Superseding Memo |
|---|---|---|---|---|
| 21-25 | 12/30/21 | Mechanically Stabilized Earth (MSE) Walls | 14‑2.01(07), 14‑2.01(12), 14‑2.04(06), 14‑2.04(09), 14‑2.05(05), 402‑6.02(02), 410‑5.01(06), Figs. 17‑5C, 409‑2G, 410‑5(O)C, Editable Doc. MSE Wall Design Review Checklist | |
| 21-24 | 12/9/21 | Pavement Markings | 502‑2.01(03)[Add.], 502‑2.01(04) thru (08), 502‑2.02(01) thru (04), 502‑2.02(06) thru 502‑2.02(07), 502‑2.02(12), 502‑2.02(16), 502‑2.02(17), 502‑2.02(21), 502‑2.06(04), 502‑2.06(05), 502‑2.09(02), 502‑2.09(03), 502‑2.10, 502‑2.11, Figs. 502‑2A thru 2D, 502‑2Q | |
| 21-23 | 9/28/21 | Letting Preparation Schedule | N/A | |
| 21-22 | 9/14/21 | Pay Item Revision of Geotextile for Subgrade | N/A | |
| 21-21 | 11/2/21 | Bridge Preventive Maintenance Criteria | Fig. 412‑1A | |
| 21-20 | 9/9/21 | Spray Paver Use with HMA/SMA | 17‑4.01(01), 607‑1.04, 607‑1.05, Fig. 17‑4A | |
| 21-19 | 9/9/21 | Historic Bridge Review Submittals | 14‑2.01(09), 14‑2.05, 14‑2.05(03) thru (07), 412‑5.01(02), 412‑5.02 | |
| 21-17 | 6/17/21 | Indiana Design Manual Updates for Unique Special Provisions | 14‑1.02, 14‑2.01, 14‑2.03 thru 2.08, 19‑2.01, 19‑2.03, 19‑3.02, 19‑3.02(01) thru (04), Figs. 14‑1K, 14‑1L[Del.], 19‑3D | |
| 21-16 | 6/17/21 | Prestressed-Concrete Structure | 406‑4.02, 406‑4.02(01), 406‑5.02, 406‑5.05, 406‑6.0, 406‑7.0, 406‑7.01 thru 7.04, 406‑8.01, 406‑8.02, 406‑9.01 thru 9.03, 406‑10.0, 406‑11.0, 406‑12.01, 406‑12.03(02), 406‑12.03(03), 406‑12.05, 406‑12.06 | |
| 21-15 | 4/12/21 | INDOT 2021 Standard Drawings | N/A | |
| 21-14 | 4/12/21 | Preformed Expansion Joint Filler | 409‑7.06, 410‑5.01(07), Figs. 406‑16(A, B, H, I, O, P & R), 409‑2(B, C, D, G), 409‑3(A, B & D) | |
| 21-13 | 4/12/21 | Pre-Compressed Foam Joint | 404‑2.06(03), Fig. 404‑2J[Add.] | |
| 21-12 | 4/12/21 | Surface Seal | 17‑5.01(03), 404‑2.01 | |
| 21-11 | 04/12/21 | Reinforced Concrete Pile Encasement | 17‑5.03(02) | |
| 21-10 | 4/12/21 | Zipper Merges for Transportation Operations Plans | 503‑4.02 | |
| 21-09 | 4/12/21 | Cement Stabilized Subgrade Soils | 17‑4.02(02) thru (04) | |
| 21-08 Rev. | 3/11/21 rev. 10/25/21 |
Indiana Design Manual Chapter 14 Updates: Addition of TMP Submittal Items for Significant Projects and MOT Submittal Changes | IDM Chapter 14, Editable Doc. 103‑02‑02 | |
| 21-07 | 3/11/21 | Indiana Design Manual Chapter 14 Updates: Traffic Submittal Updates | 14‑1.02(09)[Add.], 14‑2.06 thru 2.08, Editable Doc. 103‑02‑02 | |
| 21-06 | 3/11/21 | Indiana Design Manual Chapters 14 and 412 Updates: Bridge Preservation and Bridge Naming Conventions | 14‑2.04, 14‑2.05, 412‑1.0 thru 1.02(02), 412‑2.0 thru 2.02, 412‑2.02(02), 412‑2.03(02), 412‑3.01(03) thru (05), 412‑3.02(04), 412‑3.02(06), 412‑3.03(08), 412‑3.05(07), Figs. 412‑1A, 412‑1B, Editable Docs. 103‑02‑02, 412‑02‑01, 412‑02‑02 | |
| 21-05 | 3/11/21 | Traffic Management for Design Projects | N/A | |
| 21-03 | 3/11/21 | Indiana Design Manual Chapters 104 & 105 Rewrite | IDM Ch. 104 & 105, Fig. 105‑1A[Del.] | |
| 21-02 | 2/4/21 | Mechanically Stabailized Earth (MSE) Walls | 14‑2.01(04), 14‑2.01(12), 14‑2.02(03),14‑2.04(03), 14‑2.04(09), 14‑2.05(03), 14‑2.05(04), 410‑2.03(01), 410‑2.03(03), 410‑5.01(05), 410‑5.01(06), 410‑5.01(07), 410‑5.02(01), 410‑5.03, 410‑6.05(01), 410‑6.07(01), 410‑6.07(03), 410‑7.01(01), 410‑7.01(02), 410‑7.02(03), 410‑7.04(01), 410‑7.05(01), Figs. 410‑5(0)(A, B, C), MSE Wall Design Review Checklist[Add.] | 21-25 |
| 21-01 | 1/7/21 | Longitudinal Joint Options and D-1 Contraction Joint Spacing | Fig. 602-3Z |
| Memo Number | Memo Date | Subject | Affected IDM Section, Figure, or Reference | Superseding Memo |
|---|---|---|---|---|
| 20-24 | 11/5/20 | Temporary Pavement Markings | 503‑7.03, 503‑7.03(01) | |
| 20-23 | 10/8/20 | Field Office Type and Telephone Service | 20‑2.03, Editable Doc. 14-1C | |
| 20-22 | 10/8/20 | Mass Concrete | 405‑1.08, Figure 405‑1D | |
| 20-21 | 10/8/20 | Unique Special Provision (USP) Submittal Process | N/A | |
| 20-20 | 10/8/20 | Accessible Pedestrian Signal (APS) Studies, Pedestrian Push Buttons, and Curb Ramps | 51‑1.06(01), 51‑1.06(02), 51‑1.06(03), 502‑3.03(05), 502‑3.04(05) |
|
| 20-19 | 9/10/20 | Deleted Figure Placeholder Removal & Editable Documents Naming Conventions | N/A | |
| 20-18 Rev. | 9/10/20 rev. 1/7/2021 |
Shop Drawing and Falsework Review Procedure | 14‑1.02(08) | |
| 20-17 | 9/10/20 | Preprint Changes Revisions and Construction Changes | 14‑1.02(05) thru 14‑1.02(07), Figs. 14‑1H thru 14‑1N |
|
| 20-16 | 9/10/20 | Proprietary Materials | 17‑1.05(01), 17‑1.05(02), Editable Docs. in Proprietary Material Category |
|
| 20-15 | 9/10/20 | Pavement Project Categories | 602‑1.0, 602‑1.03(08), 602‑1.04(02), 602‑1.04(08), 602‑1.04(09), Figs. 602‑1B, 602‑1C |
|
| 20-13 | 8/6/20 rev. 10/8/20 |
Level One Controlling Criteria Attachment: August 2020 Q&A for Design Memos 20‑13 & 20‑14 |
N/A | |
| 20-12 | 8/6/20 | Truck Mounted Attenuators | 503‑3.05(04) | |
| 20-11 | 8/6/20 | Elastomeric Bearing Pads | 409‑7.03(03), 409‑7.04, 409‑7.05, Figs. 409‑7F, 409‑7J, 409‑7K [Del.], 409‑7L, 409‑7M |
|
| 20-10 | 7/6/20 | Seed Mix & Mulching Updates | 17‑4.10, 17‑4.10(01) thru (04), 17‑4.10(06) thru (08) | |
| 20-09 | 5/18/20 | INDOT 2020 Standard Drawings | N/A | |
| 20-08 | 5/7/20 | End Bent and Pier Diaphragm Details | Figs. 406‑16A, 406‑16B, 406‑16D thru 406‑16 I, 406‑16K thru 406‑16N, 409‑2C, 409‑2D, 409‑3A, 409‑3B | |
| 20-07 | 5/7/20 | Bulb-Tee Beam Details | Figures 406‑14A thru 14Z | |
| 20-06 | 5/7/20 | Bridge Load Rating Requests | 14‑2.04(09), 14‑2.05, 14‑2.05(04) | |
| 20-05 Rev. | 4/13/20 rev. 4/16/20 |
Stormwater Management | 14‑2.01(07), 14‑2.03(03), 14‑2.04(06), 14‑2.05(03) | |
| 20-04 | 4/13/20 | Subgrade Treatment | 17‑4.02 | |
| 20-03 Rev. | 4/13/20 rev. 7/6/20 |
Bridge Painting | 17‑5.11, 412‑3.03(06), Figs. 17‑5K, 17‑5L | |
| 20-02 | 1/07/20 | Ramp Maximum Grade | 48‑5.04(01) | |
| 20-01 | 1/7/20 | Pavement Design - Indiana Design Manual reorganization | Chapter 304 |
| Memo Number | Memo Date | Subject | Affected IDM Section, Figure, or Reference | Superseding Memo |
|---|---|---|---|---|
| 19-12 | 10/10/19 | Chapter 503 Maintenance of Traffic | Chapters 81, 82, 83 | |
| 19-11 | 10/10/19 | Proprietary Materials | N/A | |
| 19-10 | 9/5/19 | Terminal Joints | 17‑5.09(01), 402‑7.02(03), 409‑2.04 | |
| 19-09 | 9/5/19 | Preprint Changes | 14‑1.02(05) | 20-17 |
| 19-08 Rev. | 9/5/19 rev. 10/23/19 |
Bridge Railing | 404‑4.0 | |
| 19-07 | 9/5/19 | Pedestrian Fence | 404‑4.05 | |
| 19-06 | 9/5/19 | Practice Pointers | N/A | |
| 19-05 | 5/6/19 | Guardrail End Treatment and Impact Attenuator Spare Parts Packages | 17‑4.12[Del.] | |
| 19-04 | 5/6/19 | End Bent Details | 409‑2.04(02) 409‑2.04(03), Figs. 409‑2A, 409‑2C, 409‑2D, 409‑2E, 409‑3A, 409‑3B |
|
| 19-03 | 5/6/19 | Tooth Joint at Terminal Joints | 409‑2.04(01), Fig. 409‑2F[Del.] | |
| 19-02 | 2/8/19 | Shoulder Cross Slope on Single Lane Ramps | 48‑5.02, Fig. 48‑5B | |
| 19-01 | 2/8/19 | Rumble Strips and Rumble Stripes | 45‑1.02(06), 502‑2.09 |
| Memo Number | Memo Date | Subject | Affected IDM Section, Figure, or Reference | Superseding Memo |
|---|---|---|---|---|
| 18-25 | 11/8/18 | Engineering Assessment Manual | N/A | |
| 18-24 | 11/8/18 | Full Depth Reclamation (FDR) Projects and Rule 5 Permits | N/A | 21-04 |
| 18-23 | 10/1/18 | Final Tracings Checklist | 7‑1.01(04), 14‑1.02(02), 14‑1.02(03), 14‑1.02(04), 14‑2.0 | |
| 18-22 | 9/7/18 | Bridge Preventative Maintenance Criteria | Fig. 412‑1A | |
| 18-21 | 8/6/18 | Bundling HMA Quantities | N/A | |
| 18-19 | 8/6/18 | Turn Lane Deceleration Length | Figure 46‑4J | |
| 18-18 | 8/6/18 | Permanent Taper Rates | Figs. 46‑4M, 502‑2J, 502‑2L | |
| 18-17 Rev. | 8/6/18 rev. 8/8/18 rev. 5/6/19 |
Bridge Deck Overlays | N/A | |
| 18-16 | 8/6/18 | Rewrite | Chapter 48 | |
| 18-15 | 8/6/18 | Pile Driving | Section 408‑3.01 | |
| 18-14 | 8/6/18 | Hydraulic Memo Templates | N/A | |
| 18-13 | 6/4/18 | INDOT 2018 Standard Drawings | N/A | |
| 18-12 | 6/4/18 | Office of Hydraulics Review for LPA Projects | N/A | |
| 18-11 | 5/9/18 | Pedestrian Crossing Treatment RRFB | Fig. 51‑7O | |
| 18-10 | 5/9/18 | Covering Conflicting Pavement Markings | 83‑4.01(03) | |
| 18-09 | 5/9/18 | Hydraulic Training Courses | N/A | |
| 18-08 Rev. | 5/9/18 rev. 5/16/18 |
Geotechnical Waivers and Investigations for LPA Projects | N/A | |
| 18-07 | 3/5/18 | Public Involvement | Ch 8 | |
| 18-06 | 3/5/18 | Development of FDR Pavement Projects as Partial 3R | 304‑6.01 thru 304‑6.03 | |
| 18-04 | 3/5/18 | Rectangular Rapid Flashing Beacons (RRFB) | Fig. 51‑7O | 18-11 |
| 18-03 | 2/5/18 | IDM Chapters 2, 3, 4, 5, 6 | Chapters 2, 3, 4, 5, 6[Del.] | |
| 18-02 | 2/5/18 | Historic Bridge Alternatives Analysis | 14‑2.04, 14‑2.05, 412‑2.03, 412‑5.0 | |
| 18-01 | 2/5/18 | LPA Pavement Design | 304‑5.02 |
| Memo Number | Memo Date | Subject | Affected IDM Section, Figure, or Reference | Superseding Memo |
|---|---|---|---|---|
| 17-28 | 12/4/17 | Plant Growth Layer | N/A | |
| 17-27 | 12/4/17 | Bridge-Length Culverts | N/A | |
| 17-26 | 12/4/17 | Subgrade Treatment | 17‑4.02(01) | |
| 17-25 | 11/6/17 | Bridge Load Rating for Design-Build Projects | N/A | |
| 17-24 | 10/2/17 | Curb Ramp Design Reminders | N/A | |
| 17-23 Rev. | 10/2/17 rev. 2/5/18 |
AASHTO LRFD Bridge Design Specifications | N/A | |
| 17-22 | 10/2/17 | Survey SS4 Deliverables | 26‑1.0 | |
| 17-21 | Unassigned | |||
| 17-19 | 9/5/17 | Next Level Signs Attachment: Signs |
N/A | |
| 17-18 | 8/7/17 | Use of Geotextile in Geotechnical Applications | N/A | |
| 17-16 | 8/7/17 | Permanent Metal Forms Attachment: Sections 404‑2.02(02), 404‑2.02(03), 404‑2.03(02), Figures 404‑2B and 404‑2C |
404‑2.02, 404‑2.03, Fig. 404‑2B, 404‑2C | |
| 17-15 | 7/7/17 | Detour Signs | N/A | |
| 17-14 | 7/7/17 | Fluorescent Yellow Sheeting for Warning Signs |
502‑1.03(08) | |
| 17-13 | 6/12/17 | HEC-RAS 5 and INDR Construction in a Floodway Permit Application Guidance | N/A | |
| 17-12 | 5/30/17 | Foundation Review Fom Submittal | 14‑2.04(06), 14‑2.04(09) | |
| 17-11 | 5/16/17 | INDOT 2017 Standard Drawings | N/A | |
| 17-09 | 5/1/17 rev. 5/11/17 |
Panel Sign Wide Flange Post Selection and Plan Detailing | 502‑1.01(05) | |
| 17-08 | 4/21/17 | 2017 Interstate Highways Congestion Policy (IHCP) | N/A | |
| 17-07 | 4/12/17 | Hydraulic Design for Small Structures, Bridges, and Inlets | 203‑2.02, 203‑3.03, 203‑4.04, Figs. 203‑2A, 203‑2B |
|
| 17-06 | 4/6/17 | Bridge Load Rating Requests for Design Submittals | N/A | |
| 17-05 | 4/5/17 | Exceptions to Bridge Load Rating and Posting Policy | N/A |
|
| 17-03 | 3/1/17 | Mechanically Stabilized Earth (MSE) Walls | 402‑6.02(02), 409‑2.04(02), 409‑3.03, Figs. 409‑2G, 410‑5C[Add.] | 21‑02 |
| 17-01 | 1/10/17 | Final Tracings Checklist | N/A |
| Memo Number | Memo Date | Subject | Affected IDM Section, Figure, or Reference | Superseding Memo |
|---|---|---|---|---|
| 16-37 | 12/7/16 | Changes to Final Tracings after Advertisement | 14‑1.02(05), item 2d.(1) | |
| 16-36 | 11/29/16 | Pedestrian Pushbutton Assemblies Plan Details Required for New and Relocated Assemblies | 51‑1.06, Figs. 51‑1P thru 51‑1T, and 502‑3.03(05) item 4 |
|
| 16-34 | 9/22/16 | Culvert Design Using HY-8 | N/A | |
| 16-33 | 9/19/16 | Sidewalk Width on Bridges | 45‑1.06(02), 51‑1.03(02), 402‑6.02(01), Figs. 402‑6P, 404‑4D | |
| 16-32 | 9/19/16 | Integral End Bent Depth | 409‑2.04(02), Figs. 409‑2C, 409‑2D | |
| 16-31 | 9/15/16 | Fiber Reinforced Polymer Composite Materials | 412‑3.05(05) | |
| 16-30 | 8/19/16 | Quantity Calculations for Slip Lining of Existing Pipe | N/A | |
| 16-29 | 7/20/16 | Final Tracings Checklist | N/A | |
| 16-28 | 7/14/16 | Traffic Forecasting and Crash Data | 5‑2.02, 56‑3.01 | |
| 16-27 | 7/14/16 | Temporary Erosion and Sediment Control Plan Development | 205‑2.0 thru 205‑5.0, Fig. 205‑1A | |
| 16-26 | 7/1/16 | Underdrain Outlet Protectors | Fig. 304‑18A | |
| 16-25 | 6/29/16 | HMA Pavements - ESAL Categories and HMA Type A | Fig. 304‑15A, 304‑15B | |
| 16-24 | 6/2/16 | PSE Checklist for Bundled Projects | N/A | |
| 16-23 | 6/2/16 | Pedestrian Crossing Treatments | 51‑7.09, Fig. 51‑7O | |
| 16-22 | 5/26/16 | Seeding Application Rates | 17‑4.10(01) thru 17‑4.10(04) | |
| 16-21 | 5/20/16 | Semi-Smooth Pipe Interior Designation | 203‑2.02(13), Fig. 203‑2F | |
| 16-20 | 5/13/16 | Final Tracings Checklist | N/A | |
| 16-19 | 5/13/16 | In-Kind Culvert Replacement Policy | 203‑2.02(02) | |
| 16-18 | 4/18/16 | Railroad-Highway Crossing Warning Division | 47‑1.05, Fig. 47‑1A | |
| 16-17 | 4/15/16 | Median Barrier | 45‑2.01, 45‑2.02(03), 49‑3.08, 49‑4.01(04), 49‑6.04(01) | |
| 16-16 | 4/11/16 | Quantities Update | 17‑1.05, 17‑4.06, 17‑4.09 thru 17‑4.10(03), 17‑5.09, 17‑6.0, Figs. 17‑5G[Del.], 17‑4D, 17‑5I, 17‑5J |
|
| 16-15 | 4/8/16 | INDOT 2016 Standard Drawings | N/A | |
| 16-14 | 4/7/16 | Value Engineering | 50‑3.0 | |
| 16-13 | 3/24/16 | Indiana Design Manual Rewrite | Chapter 72, 14‑2.05 |
|
| 16-12 | 3/21/16 | Curb Ramps and Sidewalks | 40‑8.04(01), 45‑1.06(02), 46‑11.02(04), 46‑11.02(07), 51‑1.0 thru 51‑11.0, Figs. 51‑1A thru 51‑1O |
|
| 16-11 Rev. | 3/17/16 rev. 9/12/16 |
Temporary Erosion and Sediment Control | N/A | 20-05 |
| 16-09 | 3/16/16 | Bridge Deck Drains | N/A | |
| 16-08 | 3/11/16 | Shop Drawing Review | 14‑1.02(08) | |
| 16-07 Rev. | 3/11/16 rev. 11/21/16 |
Plan Sheet Size and Changes to Final Tracings | 14‑1.02(02), 14‑1.02(04) thru 14‑1.02(07), 14‑3.03 | |
| 16-06 | 3/8/16 | Portable Signals | 83‑5.0 | |
| 16-05 | 3/8/16 | Coordination of Bridge Inspection during Construction | N/A | |
| 16-04 | 1/28/16 | Designer Summary of Required Utility Relocation - Project Design and Utility Summary | N/A | |
| 16-03 | 1/12/16 | Lighting Design Procedure | 504‑4.02(03) thru 502‑4.07, Figs. 502‑4D, 502‑4P, 502‑4S | |
| 16-02 | 1/8/16 | Accessible Pedestrian Signals (APS) | 502‑3.03(02) thru 502‑3.04(05) |
| Memo Number | Memo Date | Subject | Affected IDM Section, Figure, or Reference | Superseding Memo |
|---|---|---|---|---|
| 15-20 | 11/4/15 | Curb Ramp Plan Details | 51‑1.04 thru 51‑1.08 | 16‑12 |
| 15-19 | 9/4/15 | Durable Pavement Markings used for Longitudinal Lines | 502‑2.01(03), Fig. 502‑2C | |
| 15-18 | 8/17/15 | Performance Evaluation Guidelines | N/A | |
| 15-17 | 8/10/15 | Contract Questions Prior to Letting | N/A | |
| 15-16 | 7/20/15 | ERMS File Naming Conventions and Email Notification | N/A | |
| 15-15 Rev. | 7/9/15 rev. 7/25/17 |
Worksite Increased-Penalty Signs | 83‑2.05 | |
| 15-14 | 7/7/15 | Geotechnical Information for MSE Walls | N/A | |
| 15-13 | 6/10/15 | Waterway Permits Manual | N/A | |
| 15-12 | 5/22/15 | Design Resources | N/A | |
| 15-11 | 5/01/15 | Anchored Temporary Concrete Barrier | N/A | |
| 15-10 | 4/13/15 | INDOT 2015 Standard Drawings | N/A | |
| 15-09 | 4/13/15 | INDOT Storm Water Management Field Guide | N/A | |
| 15-08 | 4/07/15 | Title Sheet Signatures for Local Public Agency (LPA) Projects | N/A | |
| 15-07 | 3/23/15 | Proprietary Materials | N/A | |
| 15-06 | 3/23/15 | Temporary Seeding and Mulching | 17‑4.10(03), 205‑3.02(03) | 16‑16 |
| 15-05 | 3/23/15 | ERMS Naming Convention and Contract Preparation Document | 14‑1.02(06) | |
| 15-04 | 3/23/15 | Structure Backfill and Flowable Backfill | 17‑2.08 | |
| 15-03 | 3/13/15 | Utility and Railroad Coordination Certification | N/A | 17-09 |
| 15-02 | 2/6/15 | Safety Edge | N/A | |
| 15-01 | 2/5/15 | Utility and Railroad Coordination Certification | 104‑1.04(04), 104‑1.05, 104‑2.01, Fig. 14‑1C |
| Memo Number | Memo Date | Subject | Affected IDM Section, Figure, or Reference | Superseding Memo |
|---|---|---|---|---|
| 14-14 | 10/23/14 | Flood Control Act Amendment | N/A | |
| 14-13 | 9/12/14 | Tracings Checklist & PS&E Narrative | Figs. 14‑1E, 14‑1E(1) thru 14‑1E(3) | |
| 14-12 | 7/2/14 | 2014 Interstate Highways Congestion Policy (IHCP) | N/A | |
| 14-11 | 7/1/14 | Interstate Vertical Clearance | 40‑8.04(03), Fig. 40‑8A | |
| 14-10 | 7/1/14 | Practical Design | 40‑8.01, 40‑8.04(01), Chapter 53, 53‑1 thru 53‑9, 55‑3.0, 55‑4.01(03), Figs. 40‑8B, 55‑3A thru 55‑3H |
|
| 14-09 | 5/13/14 | Bridge Railing Offset | 402‑6.02(01), Fig. 402‑6H | |
| 14-08 | 5/7/14 | Bridge Preservation | 72‑1.04, 72‑2.05(02), 72‑3.01(02), 72‑6.02, Fig. 72‑2D[Add.] | 16‑13 |
| 14-07 | 4/23/14 | Railroad-Highway Crossing Train-Activated Safety Devices | Ch. 47 | |
| 14-06 | 4/17/14 | Indiana Design Manual Rewrite Chapter 304 | Ch. 52 | |
| 14-05 | 4/2/14 | Policy and Procedure for Determination of Technical Infeasibility Attachment: Policy and Procedure for Determination of Technical Infeasibility |
N/A | |
| 14-04 | 3/27/14 | Subgrade Treatment | 17‑4.02(01) | 17‑26 |
| 14-03 | 2/21/14 | Alterations Which Require ADA Curb Ramps | 40‑8.02(01), 40‑8.04(01), 51‑1.08, 56‑2.0, 56‑4.06(06), 56‑4.09(01), 56‑4.09(02), Figs. 51‑1I, 56‑4F |
|
| 14-02 | 2/7/14 | Q500 Scour Policy | 202‑3.03 | |
| 14-01 | 2/4/14 | Indiana Design Manual Rewrite | Chapters 75, 76, 77, 78 |
| Memo Number | Memo Date | Subject | Affected IDM Section, Figure, or Reference | Superseding Memo |
|---|---|---|---|---|
| 13-18 | 10/15/13 | Pavement Design | 52‑8.03, 52‑8.03(01), Figs. 52‑8A, 52‑8B, 52‑8C | |
| 13-17 | 8/15/13 | Location Control Route Survey (LCRS) and LCRS Plat | 26‑2.0, Fig. 26‑2D | |
| 13-16 | 8/15/13 | Survey Transmittal Deliverables Related to Geo-Coordinated Survey | 26‑1.01 | |
| 13-15 | 8/14/13 | HMA Pavement Pay Items for 2014 Standard Specifications Section 402 | N/A | 16-25 |
| 13-14 | 8/13/13 | Indiana Design Manual Rewrite | Chapters 10, 11, and 402‑5.05, 402‑5.06, 402‑6.01(03) |
|
| 13-13 | 7/26/13 | Centerline and Edge Line Rumble Stripes | 45‑1.02(06), 76‑3.02(05), 76‑3.02(06) | |
| 13-12 | 6/12/13 | Lighting Design Procedure | 78‑3.04, 78‑5.0, 78‑6.0, 78‑7.0 | |
| 13-11 | 5/29/13 | Indiana Design Manual Errata and Editorial Revisions | See Memo | |
| 13-10 | 4/15/13 | Roundabouts Attachment: Roundabout Design Checklist |
51‑12.0 | |
| 13-08 | 3/27/13 | Indiana Design Manual Rewrite | Ch. 18 | |
| 13-07 | 3/27/13 | Signal Display | 77‑4.05 | 14‑01 |
| 13-06 | 3/27/13 | Signal Electrical System | 77‑5.05 | 14‑01 |
| 13-05 | 3/4/13 | In-Kind Replacement Policy | 203‑2.02(02) | |
| 13-04 | 3/4/13 | Flowline Elevation, Pipe Material Selection | 201‑1.05 thru 201‑1.08, 203‑2.02(10), Figs. 201‑1A thru 201‑1G |
|
| 13-03 | 2/8/13 | 2013 Interstate Highways Congestion Policy (IHCP) | 82‑6.03 | 14‑12 |
| 13-02 | 1/25/13 | INDOT CAD Standards Manual | Chapter 15 | |
| 13-01 | 1/7/13 | Indiana Design Manual 2013 Edition | See memo |
| Memo Number | Memo Date | Subject | Affected IDM Section, Figure, or Reference | Superseding Memo |
|---|---|---|---|---|
| 12-22 | 10/5/12 | Indiana Design Manual Rewrite | Chapter 205 | |
| 12-21 | 10/5/12 | Use of AASHTO LRFD Bridge Design Specifications | 409‑9.0 | |
| 12-20 | 9/26/12 | AASHTO LRFD Bridge Design Specifications 2012, affects on Indiana Design Manual | See memo | |
| 12-19 | 8/24/12 | Final Tracings Checklist, FHWA PSE Checklist | 14‑1.02, Fig 14‑1E thru 14‑1E(3) | 14‑13 |
| 12-18 | 7/18/12 | Indiana Design Manual Rewrite | Chapters 201, 202, 203 | |
| 12-17 | 7/6/12 | Plans-Sheets Size | 14‑3.03 | |
| 12-16 | --- | Memo rescinded | N/A | |
| 12-15 | 6/8/12 | Microsurfacing | 52‑11.01, item 4 | 14‑06 |
| 12-14 | 6/8/12 | Radio Communication Interconnection | 77‑6.03 | |
| 12-13 | 6/8/12 | Traffic-Signal Loop Tagging Table | 77‑5.09(03) | |
| 12-12 | 6/6/12 | Reinforced-Concrete Bridge Approach | 17‑5.09 | |
| 12-11 | 6/6/12 | Fluorescent-Yellow Sign Sheeting | 75‑4.07 | |
| 12-10 | 6/6/12 | Work-Site Speed Limit | 83‑2.03(01) | |
| 12-09 | 6/6/12 | Bridge Railings | Figs. 404‑4B, 404‑4C | |
| 12-08 | 5/17/12 | Mechanically-Stabilized-Earth Retaining Wall Design | 410‑5.01(06), 410‑5.01(07) | |
| 12-07 | 5/15/12 | Portable Changeable Message Sign | 83‑2.06 | |
| 12-06 | 4/26/12 | Plans-Sheet Size | 14‑3.03 | |
| 12-05 | 3/14/12 | Bridge Condition Appraisal Report Submittal - Content and Order | 72‑2.05 | |
| 12-04 | 3/1/12 | Design Exception Level One Request Routing and Approval | 40‑8.04(01) | |
| 12-03 | 2/21/12 | Stage 3 Plans-Review Submission | 14‑2.01 | |
| 12-02 | 2/16/12 | Pipe Lining | 31‑4.05(06) | 12‑18 |
| 12-01 | 1/6/12 | Indiana Design Manual Rewrite | See memo |
| Memo Number | Memo Date | Subject | Affected IDM Section, Figure, or Reference | Superseding Memo |
|---|---|---|---|---|
| 11-25 | 12/22/11 | Ultrathin Bonded Wearing Course | 52‑11.01 item 5 | 14‑06 |
| 11-24 | 12/22/11 | Microsurfacing | 52‑11.01 item 4 | 12‑15 |
| 11-23 | 11/22/11 | Traffic-Signal Cantilever Structure | 77‑4.03, 77‑4.04 | |
| 11-22 | 10/25/11 | Structural Steel Cleaning and Painting | 17‑5.11, 17‑5.11(04), 17‑5.11(05) | |
| 11-21 | 10/19/11 | Signal Conduit | 77‑5.05 | 13‑06 |
| 11-20 | 10/28/11 | Traffic-Signal Cantilever Structure | 77‑4.03, 77‑4.04 | 11‑23 |
| 11-19 | 9/20/11 | Fish and Wildlife Review, and Environmental Consultation Form | 14‑2.01, 14‑2.04 | |
| 11-18 | 9/15/11 | Pavement Markings | 76‑3.02, Fig. 76‑3A | |
| 11-17 | 9/7/11 | Non-Participating Pay Items | 20‑2.02(04) | |
| 11-16 | 8/18/11 | Specialty Drainage Structures | 31‑4.05 (203‑2.05) 31‑4.06 (203‑2.06) |
12‑18 |
| 11-15 | 8/18/11 | Proprietary-Material Use | 17‑1.05 | |
| 11-14 | 8/17/11 | Use of U.S. Survey Foot | 22‑5.01 | |
| 11-13 | 8/17/11 | Structural Steel Cleaning & Painting | 17‑5.11, 17‑5.11(04), 17‑5.11(05) | 11‑22 |
| 11-12 | 7/8/11 | Metric-Units Plans | See Memo | |
| 11-11 | 7/8/11 | Right-Of-Way Certification | 14‑2.01(12) | |
| 11-10 | 7/8/11 | Bridge-Approach Guardrail and End Treatments | 49‑4.02(01), 49‑4.02(04), 49‑8.01(04), 49‑9.02 | |
| 11-08 | 4/5/11 | InRoads Survey Format | Chapters 22, 23, 26 | |
| 11-07 | 3/28/11 | High-Tension Cable-Barrier System (CBS) | 45‑5.01(04) | 11‑09 |
| 11-06 | 3/7/11 | Bridge-Scour-Analysis Q500 Discharge Determination | 32‑6.07 | 12‑18 |
| 11-05 | 3/4/11 | Revised Indiana Design Manual | See memo | |
| 11-04 | 1/24/11 | New Consultant Performance Evaluation Manual | N/A | 15‑18 |
| 11-03 | 1/24/11 | New Consultant Performance Evaluation Manual | N/A | 15‑18 |
| 11-02 Withdrawn |
1/7/11 | Non-Participating Pay Items | N/A | |
| 11-01 | 1/7/11 | Use of AASHTO LRFD Bridge Design Specifications | N/A | 12‑21 |
| Memo Number | Memo Date | Subject | Affected IDM Section, Figure, or Reference | Superseding Memo |
|---|---|---|---|---|
| 10-30 | 12/6/10 | Inputting Data for Cost Estimate | 20‑2.01 | |
| 10-29 | 11/22/10 | Pavement-Marking Materials | 76‑3.0 | |
| 10-28 | 11/22/10 | Construction-Zone Reduced-Speed-Limit Sign | 83‑2.03(01) item 7 | |
| 10-27 | 11/22/10 | Wireless Vehicle-Detection System & Decision-Making Criteria | 77‑4.02(03) | |
| 10-26 | 11/16/10 | Structural-Member Fillet Treatments | Figs. 61‑4B, 61‑4C | |
| 10-25 | 10/29/10 | Department-Personnel Project-Site Use of Cellular Telephones or Radios | N/A | |
| 10-24 | 10/14/10 | Final Tracings Checklist | 14‑1.02(03) items 23 & 24, Figure 14‑1E | 12‑19 |
| 10-23 | 10/5/10 | Pavement-Marking Materials | 76‑3.0 | 10‑29 |
| 10-22 | 9/10/10 | Plans Title Sheet | N/A | |
| 10-21 | 9/2/10 | Lane-Shift & Merging Tapers | Figs 46‑4M, 76‑2B, 45‑4A | |
| 10-20 | 8/24/10 | High-Mast Lighting Design | 78‑7.0 | |
| 10-19 | 7/29/10 | Culvert Sumping | 31‑3.04(07) | |
| 10-18 | 7/9/10 | Bridge Construction-Loads Considerations | 60‑3.10 | |
| 10-17 | 5/26/10 | Adjacent Prestressed-Concrete Box Beams Transverse Connection | 63‑8.01 | |
| 10-16 | 4/28/10 | Joint Transportation Research Project (JTRP) SPR-2853 regarding IDEM Rule 5 Permitting, Water Quality, Notice of Intent, & Notice of Termination | See Memo | |
| 10-15 | 4/22/10 | Subgrade-Treatment Types | 17‑4.02(01) | 14‑04 |
| 10-14 | 4/22/10 | Pavement or Overlay Performance Criteria Pavement Engineering Webpage |
Figs. 52‑8B, 52‑8C | 13‑18 |
| 10-13 | 4/13/10 | Select & Non-Select Historic Bridges | 72‑7.01 | |
| 10-12 | 4/6/10 | ERMS File Title-Naming Conventions | 14‑1.02(04), 14‑1.02(06) | |
| 10-11 | 3/26/10 | Test Piles | 17‑5.03 | |
| 10-10 | 3/16/10 | Nonmotorized-Vehicle-Use Facility Pavement Sections | 51‑7.06 | |
| 10-09 | 3/4/10 | Project Commitment Report | 14‑2.01, 14‑2.02, 14‑2.04 | |
| 10-08 | 2/25/10 | Temporary Seed Mixtures | 17‑4.10(02) | |
| 10-07 | 1/29/10 | Mitigation-Sites Information on Right-of-Way Plans | See memo | |
| 10-06 | 1/14/10 | Joint Transportation Research Project (JTRP) SPR-2853 | See memo | 10‑16 |
| 10-05 | 1/11/10 | Plans-Sheets Sizes | 14‑3.03 | |
| 10-04 | 1/5/10 | Mechanically-Stabilized-Earth Retaining-Wall Bridge Abutment | 59‑2.02(01) item 3 | |
| 10-03 | 1/5/10 | Flanking-Inlet Locations | Fig. 36‑10E | |
| 10-02 | 1/5/10 | Bridge-Railing Types | Fig. 61‑6B | |
| 10-01 | 1/5/10 | Bridge-Railings Test Levels | 61‑6.01, Eng. Figs. 49‑6D(40), 49‑6D(45) |
| Memo Number | Memo Date | Subject | Affected IDM Section, Figure, or Reference | Superseding Memo |
|---|---|---|---|---|
| 09-33 | 12/14/09 | Modification Project Which Requires American Disability Act (ADA) Component Upgrades | 51‑1.08 | |
| 09-32 | 12/23/09 | Environmental Consultation Form | Figs. 7‑3A, 7‑3B | |
| 09-31 | 12/18/09 | Pay-Items List | Fig. 20‑2A | |
| 09-30 | 12/18/09 | Modern Roundabouts | 51‑12.0 | |
| 09-29 | 12/16/09 | Use of Flashing Beacons with Signs | 77‑3.02, 77‑3.04 | |
| 09-28 | 12/14/09 | Project Commitment Database IMplementation, ERMS Project File Naming Conventions | 7‑1.01(05) | |
| 09-27 | 12/4/09 | Culvert Sumping | 31‑3.04(07) | 10‑19 |
| 09-26 | 11/30/09 | Sign-Sheeting Material & Overhead-Sign Lighting | 75‑2.02, 75‑2.03 Item 1 | |
| 09-25 | 11/12/09 | Bridge Superstructure Surface-Seal Limits | 17‑5.01, 61‑4.01 | |
| 09-24 | 11/10/09 | Positive Protection in Work Zone | 82‑4.01 | |
| 09-23 | 11/10/09 | Shop-Drawings Submittal, & Stage 3 Right-of-Way Change | 14‑1.02(07) Item 3, 14‑2.01(12) Item 1 | |
| 09-22 | 11/4/09 | Bridge Load Rating | PDP: 14‑2.04(08) Item 13, 14‑2.05(04); Non‑PDP: 14‑2.03(07) Item 9, 14‑2.04(04) |
|
| 09-21 | 9/21/09 | Proprietary Materials | 17‑1.05, Fig. 17‑1A | |
| 09-20 | 9/16/09 | Bridge-Railings Test Levels | Eng. Figs. 49‑6D(40), 49‑6D(45), 61‑6.01 | |
| 09-19 | 9/15/09 | Final Tracings Checklist | PDP Fig. 14‑1E | |
| 09-18 | 9/2/09 | Sidewalk-Project Plans Development | 51‑1.05 | |
| 09-17 | 8/21/09 | Project Commitment Database Procedure | 7‑1.01(05) | 09-28 |
| 09-16 | 7/24/09 | Geotechnical Foundation Review | 66‑1.05(02), Fig. 66‑1A | |
| 09-15 | 6/12/09 | Geotechnical Foundation Review | 66‑1.05(02), Fig. 66‑1A | |
| 09-14 | 5/18/09 | Three or Four-Sided Drainage Structures | 31-4.05 | 11-16 |
| 09-13 | 5/8/09 | Overhead Box-Truss Sign Structures and Foundations | 75-6.01 | |
| 09-12 | 5/7/09 | Piling | 66-3.02(01), 67-1.03 | |
| 09-11 | 4/29/09 | Moment Slab Near Top of Mechanically-Stabilized-Earth Retaining Wall | 17-4.01, 45-1.02 | |
| 09-10 | 4/21/09 | Nonmotorized–Vehicle–Use Facility | 51-7.0 | |
| 09-09 | 3/27/09 | Proprietary Material or Product Use | 17-1.05, 19-3.01 | |
| 09-08 | 3/26/09 | Bridge-Painting Information | Figure 17-5K | |
| 09-07 | 3/17/09 | Chapter 19 | Chapter 19 | |
| 09-06 | 3/16/09 | Pavement Design in Accordance with the Mechanistic Empirical Design Pavement Design Guide (MEPDG) | Chapter 52 | 13-18 |
| 09-05 | 2/6/09 | Low Channel-Clearing Elevation | 59-1.04, Item 5 | |
| 09-04 | 1/27/09 | Sign-Sheeting Material | N/A | 09-26 |
| 09-03 | 1/16/09 | Masonry Coating | N/A | |
| 09-02 | 1/13/09 | Superelevation Runoff Length | 43-3.03(01), 49-3.03(02) | |
| 09-01 | 1/9/09 | Indiana LTAP Stormwater Drainage Manual Compliance | Fig. 29-8A |
| Memo Number | Memo Date | Subject | Affected IDM Section, Figure, or Reference | Superseding Memo |
|---|---|---|---|---|
| 08-22 | 12/29/08 | Updated to Bridge Clear Roadway Width for 3R, 4R, and New Construction. | Figs. 59-1E, 59-1F, 59-1G | |
| 08-21 | 10/28/08 | Semi-Integral End Bents | 67-1.01 | |
| 08-20 | 9/11/08 | Bridge Plans Title Sheet | 14-2.04, 14-2.05 | |
| 08-19 | 9/3/08 | Details for Structural-Member Fillets | Figs. 61-4B, 61-4C | |
| 08-18 | 8/25/08 | Use of Recurring Special Provisions Menu | 19-3.0 | |
| 08-17 | 8/6/08 | Overhead Sign Trusses | 75-2.06 | |
| 08-16 | 8/6/08 | Project Commitment Database Procedure | 7-1.01(04) | 09-28 |
| 08-15 | 7/25/08 | Minimum Pile Length & Integral End Bents | 66-3.03, 67-1.0 | |
| 08-14 | 6/26/08 | New or Revised Contract Document Submittal | PDP 14-2.01(14) Non-PDP 14-2.01(03) |
|
| 08-13 | 6/16/08 | Painting Structural Steel | 17-5.11 | |
| 08-12 | 5/29/08 | Stable Construction Entrances | 37-2.0 | |
| 08-11 | 5/30/08 | Project Field Office | 14-1.02(03) | |
| 08-10 | 5/19/08 | Construction, Maintenance, and Inspection Manual for Major or Complex Bridge | 70-1.0 | |
| 08-09 | 5/19/08 | AASHTO LRFD Table Correction | N/A | |
| 08-08 | 5/16/08 | High-Tension Cable Barrier System | 17-3.14, 49-4.06 | |
| 08-07 | 5/16/08 | Property-Owner Contact for Condemned Parcels | 85-1.08 | |
| 08-06 | 4/18/08 | Temporary Pavement Markings | 83-4.0 | |
| 08-05 | 3/18/08 | Temporary Seeding | 17-3.10(04) | |
| 08-04 | 3/18/08 | Bridge Load Rating | PDP 14‑2.04(08) Item 13, 14‑2.05(04) Non‑PDP 14‑2.03(07) Item 9, 14‑2.04(04) |
09‑22 |
| 08-03 | 3/18/08 | Federal Aviation Administration (FAA) Tall-Structure Permit | 9‑3.02 | |
| 08-02 | 3/18/08 | Use of Indiana Design Manual, English-Units Version | ALL | |
| 08-01 | 3/18/08 | Use of AASHTO LRFD Bridge Design Specifications & Indiana Design Manual Part VI, Structural Design | Part VI | 11-01 |
| Memo Number | Memo Date | Subject | Affected IDM Section, Figure, or Reference | Superseding Memo |
|---|---|---|---|---|
| 07-14 | 12/21/07 | Plan Development Process | Chapter 14 | |
| 07-13 | 10/16/07 | Structure Backfill & Flowable Backfill | 17-2.09 | 15-04 |
| 07-12 | 10/16/07 | Pipe-Material-Selection Computer Program | N/A | |
| 07-11 | 8/28/07 | Contract-Preparation Documents to Contract Administration Division | 14‑1.02(03) | |
| 07-10 | 7/26/07 | Worksite Increased-Penalty Signs | 82‑3.05 | 15‑15 |
| 07-09 | 4/24/07 | Rational-Method Formula for Determining Peak Rate of Runoff | 29‑8.04 | |
| 07-08 | 4/12/07 | Impact Attenuator Type CR | 49‑6.01 | |
| 07-07 | 4/12/07 | Bridge Bearing Pads | 67‑4.03 | |
| 07-06 | 3/22/07 | Patching Concrete Structures | 72‑3.04(03) | |
| 07-05 | 3/22/07 | Treatment of Historic Bridge on Low-Volume Local Road | 72‑7.0 | |
| 07-04 | 2/6/07 | Backfilling & Video Inspection for Drainage Structures | 17‑2.9 | |
| 07-03 | 1/29/07 | ADA Responsibilities Associated with Sidewalk Improvements | 51‑1.08 | |
| 07-02 | 1/23/07 | Roadside Location of Guardrail, Guardrail End Treatments, Impact Attenuators, Light Standards, & Breakaway Sign Supports | 49‑3.06 | |
| 07-01 | 1/2/07 | Contract-Preparation Documents to Contract Administration Division | 14‑1.02(03) |
| Memo Number | Memo Date | Subject | Affected IDM Section, Figure, or Reference | Superseding Memo |
|---|---|---|---|---|
| 06-18 | 12/27/06 | Part VI, Structural Design | Part VI | 08-01 |
| 06-17 | 12/8/06 | Traffic Signal Equipment to be Removed | See Memo | |
| 06-16 | 12/8/06 | Structural-Members Unit Prices | Fig. 59-5A | |
| 06-15 | 12/8/06 | Prestressed-Concrete Box Beam Details | Figs. 63-15A thru 63-15R | |
| 06-14 | 11/6/06 | Structural Expansion Joints | 61-4.06(03) | |
| 06-13 | 9/27/06 | Design Memoranda in Website Listing | varies | |
| 06-12 | 9/20/06 | Transformed Beam Section | 63-4.01 | |
| 06-11 | 9/15/06 | Policy for Geotechnical Investigation or Geotechnical Waiver | 18-1.0 | |
| 06-10 Adv 06-10 Pol |
9/14/06 | Blue-Retroreflectors Raised Pavement Markers | 76-3.02(05) | |
| 06-09 | 9/14/06 | Linear Grading | 17-2.06 | |
| 06-08 | 9/1/06 | Contract-Preparation Documents to Contract Administration Division | 14-1.02(03) | 07-01 |
| 06-07 | 8/29/06 | High-Performance Structural Steel | 64-2.01(01) | |
| 06-06 | 8/18/06 | Interior Diaphragms with Prestressed-Concrete Members | 63-7.02 | |
| 06-05 | 8/3/06 | Level One Design Exception Approval Procedure | 40-8.04 | |
| 06-04 | 8/3/06 | Temporary Revetment Riprap Check Dam | 37-3.03(01) | |
| 06-03 | 6/1/06 | Development of Bridge Plans | 14‑2.03, 14‑2.04 | |
| 06-02 | 4/25/06 | Pay Unit for Water Pay Items | 17‑3.10(07) | |
| 06-01 | 4/25/06 | Final Quantities Values | 17‑1.03 |
| Memo Number | Memo Date | Subject | Affected IDM Section, Figure, or Reference | Superseding Memo |
|---|---|---|---|---|
| 05-38 | 12/21/05 | Errata Corrections to the Indiana Design Manual | Varies | |
| 05-37 | 11/28/05 | Shoulder Cross Slope & Pavement Section | Varies | |
| 05-36 | 11/22/05 | English-Units Indiana Design Manual & Additions & Corrections to Manual | Varies | |
| 05-35 | 11/14/05 | Snowplowable Raised Pavement Marker Castings | 76‑3.02(05) | |
| 05-33 | 9/23/05 | New & Revised Editable Design Manual Documents | Varies | |
| 05-32 | 9/23/05 | New Estimator Software Pay Item List | 20‑2.03 | |
| 05-31 | 9/9/05 | Public Road Approaches & Drives | 46‑11.0 | |
| 05-30 | 9/1/05 | Bridge Deck Overhang Width | 61‑5.02 | |
| 05-29 Adv 05-29 Pol |
9/1/05 | Curbed Section in Suburban or Intermediate Urban Area | Chapters 53, 55 | |
| 05-28 | 8/26/05 | Geometric Design Criteria for Recreational Roads | Fig. 51‑6B | |
| 05-27 | 7/28/05 | Inputting Data for Cost Estimate | 20‑2.01 | 10-30 |
| 05-26 | 7/28/05 | Bridge Identification in Pay Item Names | 20‑2.02(03) | |
| 05-25 | 7/28/05 | Earthwork Quantities for Retaining Walls | 17‑4.05(02) | |
| 05-24 | 7/8/05 | Design Memoranda in Website Listings | Varies | |
| 05-23 | 7/8/05 | 2006 INDOT Standard Specifications Book | N/A | |
| 05-22 | 7/8/05 | Seed Mixture CV | 17‑3.10 | |
| 05-21 | 6/27/05 | New or Revised Access to the Interstate System | 48‑1.03 | |
| 05-20 | 6/27/05 | Shoulder Width of Multi-Lane Urban Arterial | Table 53‑6 | |
| 05-19 | 6/27/05 | HMA Ramp Cross Section | Figs. 52‑13S, 52‑13T | 14‑06 |
| 05-18 | 6/27/05 | Mitigation Commitments | 7‑1.01(04) | 08‑16 |
| 05-17 | 6/13/05 | Impact Attenuator Spare Parts Package | 49‑6.01 | |
| 05‑16 | 6/2/05 | Guardrail End Treatment Spare Parts Package | 49‑5.04(01) | |
| 05-15 | 5/26/05 | Temporary Traffic Barrier (TTB) | 82‑4.02(03) | |
| 05-14 | 5/26/05 | Use of Indiana Design Manual Part VI, Structural Design | Varies | 06-18 |
| 05-13 | 5/26/05 | Development of Bridge Plans | 14‑2.03, 14‑2.04 | 06-03 |
| 05-12 | 5/26/05 | Relationship Between Guardrail End Treatment & Guardrail Length of Need | 49‑5.04(04) | |
| 05-11 | 5/26/05 | New Geotechnical Instrumentation | 18‑1.02 | |
| 05-10 | 5/26/05 | Level One Checklist for S-Lines | 14‑2.0 | |
| 05-09 | 5/26/05 | Use of Integrated Traffic System (ITS) Controllers | 77‑4.01(06) | |
| 05-08 | 4/14/05 | ESALs or HMA mixtures, Fig 52-9B | 52‑9B | 14-06 |
| 05-07 | 3/28/05 | Maximum allowable stress in H-piles | 66‑3.02(02) | |
| 05-06 | 3/15/05 | Prime coat, 52-9.02(11) | 52‑9.02(11) | 14-06 |
| 05-05 | 2/28/05 | NCHRP Bridge Railings & Transitions | 61‑6.01 | |
| 05-04 | 2/8/05 | Vertical Alignment for 3R Project | 55‑4.04 | |
| 05-03 | 2/1/05 | Status of Design Memorandum | N/A | 05-24 |
| 05-02 | 1/19/05 | Truck-Height Barrier | 49‑5.02(01) | |
| 05-01 | 1/10/05 | Rating Consultant Plan Submittals | 6‑3.03(02) |
| Memo Number | Memo Date | Subject | Affected IDM Section, Figure, or Reference | Superseding Memo |
|---|---|---|---|---|
| 04-20 | 12/21/04 | Barrier Flare Rates | 49‑9.0 | |
| 04-19 | 12/20/04 | Sidewalk Curb Ramps & Sidewalk Transitions | 51‑1.08 | |
| 04-18 | 11/22/04 | FHWA Project Oversight | 40‑7.0 | |
| 04-17 | 11/15/04 | Retrofit Thrie-beam Bridge Railing | 61‑6.01(02) | 05-05 |
| 04-16 | 11/15/04 | Thrie-beam Guardrail & Transitions | 49‑4.03 | |
| 04-15 | 11/15/04 | Crest Vertical Curves to Remain in Place | 55‑4.04(03) | 05-04 |
| 04-14 | 10/12/04 | Notification Procedure for Temporary Land Acquisition Suspension | 85‑3.03(01) | |
| 04-13 | 10/12/04 | Intersecting Welds in Structural Steel Members | 64‑8.02 | |
| 04-12 | 10/12/04 | Fracture-critical Structural Steel Members | 64‑1.07 | |
| 04-11 | 10/12/04 | Empirical design of concrete bridge decks | 61‑3.0 | |
| 04-10 | 10/12/04 | Wingwalls & headwalls for precast concrete box culvert | 31‑3.06 | |
| 04-09 | 10/12/04 | Bridge loading rating policy | 14‑2.03(07) | |
| 04-08 | 10/12/04 | Underground storage tank removal | 14‑2.01(07) | |
| 04-07 Adv 04-07 Pol |
10/12/04 | Paving work at structure installation | 17‑3.03 | |
| 04-06 | 8/4/04 | Subgrade treatment | 17‑3.02 | 10-15 |
| 04-05 | 5/26/04 | HS 25 loading for new & replacement bridges | 60‑3.02 | |
| 04-04 | 5/13/04 | Partial 3R design policy | Chapter 56 | |
| 04-03 Adv 04-03 Pol |
5/13/04 | Pavement design policy | Chapter 52 | 14-06 |
| 04-02 | 5/12/04 | Temporary R/W for drive construction | 85‑5.01(01) | |
| 04-01 | 2/20/04 | Intersection sight distance at divided roadway | 49‑6.01 |
| Memo Number | Memo Date | Subject | Affected IDM Section, Figure, or Reference | Superseding Memo |
|---|---|---|---|---|
| 03-19 | 12/8/03 | Drainage in curbed section | 45‑1.05(04) | |
| 03-18 | 12/8/03 | Guardrail at culverts | 49‑3.03(01) | |
| 03-17 | 10/15/03 | Reinforced concrete bridge approach | 17‑4.09 | |
| 03-16 Adv 03-16 Pol |
10/2/03 | Pavement milling | N/A | 04-03 |
| 03-15 | 10/2/03 | Sidewalk curb ramps for partial 3R work | 56‑4.0 | |
| 03-14 | 9/30/03 | IDEM Rule 5 submission for erosion control plan | 9‑2.05(06) | |
| 03-13 | 9/10/03 | Guardrail end treatment type II pay limits | 49‑5.04(01) | |
| 03-12 | 8/20/03 | Specifications conflicts | 19‑2.02 | |
| 03-11 Adv 03-11 Pol |
8/12/03 | Rest-area water treatment | 51‑2.01(02) | |
| 03-10 | 8/7/03 | Environmental permits | 9‑2.02(09) | |
| 03-09 | 7/10/03 | HMA pavement ESAL ranges | 52‑9.02(03) | 14-06 |
| 03-08 | 7/2/03 | Interstate-highway lane closures | 82‑6.01 | |
| 03-06 | 6/6/03 | HMA pavement ESAL ranges | N/A | 03-09 |
| 03-05 Adv 03-05 Pol |
5/8/03 | Partial 3R design policy | N/A | 04-04 |
| 03-04 | 5/7/03 | Revised pay items | 20‑2.02(02) | |
| 03-03 | 4/15/03 | Compatibility of drainage structures & castings | 36‑2.14 | |
| 03-02 | 3/5/03 | Three-sided drainage structures | N/A | |
| 03-01 | 2/17/03 | Sidewalk curb ramps | N/A | 04-19 |
| Memo Number | Memo Date | Subject | Affected IDM Section, Figure, or Reference | Superseding Memo |
|---|---|---|---|---|
| 02-11 | 12/5/02 | Sag vertical curve equations for undercrossing | 44‑3.02(04) | |
| 02-10 | 9/9/02 | Traffic maintenance plan for roadway under overpass work | 82‑6.01 | |
| 02-09 | 8/14/02 | Status of design memoranda | N/A | 05-03 |
| 02-08 | 7/31/02 | Subgrade Treatment | N/A | 04-06 |
| 02-07 | 7/19/02 | 2001 AASHTO “Green Book” affects on Design Manual | Varies | |
| 02-06 | 7/9/02 | PCCP joints | 52‑9.03 | 14-06 |
| 02-05 | 6/13/02 | Pavement design policy | N/A | 04-03 |
| 02-04 Adv 02-04 Pol |
6/7/02 | Subgrade treatment | N/A | 02-08 |
| 02-03 Adv 02-03 Pol |
6/7/02 | Shoulder corrugations | 45‑1.02(06) | |
| 02-02 Adv 02-02 Pol |
6/7/02 | HMA pavement design | N/A | 02-05 |
| 02-01 | 1/7/02 | LED traffic signal indicator | 77‑4.04 |
| Memo Number | Memo Date | Subject | Affected IDM Section, Figure, or Reference | Superseding Memo |
|---|---|---|---|---|
| 01-13 | 11/15/01 | Use of english measurement units | Varies | |
| 01-12 | 10/15/01 | Contract-specific standard-drawings index | 19‑1.04 | |
| 01-11 | 8/1/01 | Three-sided drainage structures | N/A | 03-02 |
| 01-10 Adv 01-10 Pol |
8/1/01 | Subgrade treatment & soil chemical modification | N/A | 02-04 |
| 01-09 | 6/13/01 | Construction-zone energy-absorbing terminal | 82‑4.02(03) | |
| 01-08 | 6/13/01 | Construction-zone GREAT unit | N/A | 01-09 |
| 01-07 | 6/5/01 | Status of design memoranda | N/A | 02-09 |
| 01-06 | 5/23/01 | Use of english measurement units | Varies | 01-13 |
| 01-05 | 5/21/01 | Curing concrete bridge deck or RCBA | 62‑1.01 | |
| 01-04 | 5/21/01 | Bridge future wearing surface dead load | 60‑2.05 | |
| 01-03 | 5/21/01 | Use of english measurement units | N/A | 01-06 |
| 01-02 Adv 01-02 Pol |
5/14/01 | Impact attenuators | 49‑6.0 | |
| 01-01 | 2/7/01 | Concrete barrier railing | N/A | 05-02 |
| Memo Number | Memo Date | Subject | Affected IDM Section, Figure, or Reference | Superseding Memo |
|---|---|---|---|---|
| 00-19 Adv 00-19 Pol |
12/11/00 | Temporary erosion & sediment control | Ch. 37 | |
| 00-18 | 10/16/00 | Status of design memoranda | N/A | 01-07 |
| 00-17 | 10/6/00 | Three-sided drainage structures | N/A | 01-11 |
| 00-16 | 10/6/00 | Riprap ditch | 30‑3.03(02) | |
| 00-15 | 10/6/00 | Design data on plans title sheet | 14‑3.04(06) | |
| 00-14 | 10/6/00 | ESALs determination | N/A | 02-05 |
| 00-13 | 9/22/00 | Nested guardrail & cable terminal anchor | 49‑5.03 | |
| 00-12 Adv 00-12 Pol |
9/22/00 | Guardrail over large culvert | 49‑5.03 | |
| 00-11 | 9/22/00 | Three-sided drainage structures | N/A | 00-17 |
| 00-10 | 9/13/00 | NCHRP 350 bridge railings & transitions | N/A | 05-05 |
| 00-09 Adv 00-09 Pol |
6/7/00 | Rating Consultant Plan Submittals | N/A | 02-05 |
| 00-08 | 5/30/00 | Termination of new HMA pavement | 56‑4.01 | |
| 00-07 | 5/30/00 | Permanent easement for maintenance of legal ditch | 85‑5.03 | |
| 00-06 | 5/30/00 | Application of environmental documents | 7‑1.01 | |
| 00-05 | 5/30/00 | Environmental permit requirements | 9‑2.0 | |
| 00-04 | 5/31/00 | Status of design memoranda | N/A | 00-18 |
| 00-03 Adv 00-03 Pol |
3/1/00 | Impact attenuators | N/A | 01-02 |
| 00-02 Adv 00-02 Pol |
3/1/00 | Guardrail end treatments | 49‑5.04(01) | |
| 00-01 Adv 00-01 Pol |
3/1/00 | Positive guidance for crossed-over two-lane two-way traffic on multi-lane highway construction-zone | 82‑4.02 |
| Memo Number | Memo Date | Subject | Affected IDM Section, Figure, or Reference | Superseding Memo |
|---|---|---|---|---|
| 99-19 | 12/21/99 | Contract-specific standard-drawings index | N/A | 01-12 |
| 99-18 | 12/15/99 | Underdrain table | N/A | 02-05 |
| 99-17 | 11/16/99 | Contract documents submittal | 19‑3.03 | |
| 99-16 Adv 99-16 Pol |
11/15/99 | NCHRP 350 bridge railings & transitions | N/A | 00-10 |
| 99-15 | 9/22/99 | Backfill behind bridge end bent | 17‑2.08 | |
| 99-14 | 9/21/99 | NHS routes maps | 40‑1.03(01) | |
| 99-13 Adv 99-13 Pol |
8/30/99 | Underdrains | N/A | 02-05 |
| 99-12 | 8/18/99 | HMA resurfacing | N/A | 03-05 |
| 99-11 | 5/26/99 | Subsurface investigation summary | 18‑1.05 | |
| 99-10 | 5/26/99 | Concrete deck slab permanent forms | 61‑4.03 | |
| 99-09 Adv 99-09 Pol |
4/26/99 | Impact attenuators | N/A | 00-03 |
| 99-08 | 4/15/99 | FHWA project oversight | N/A | 04-18 |
| 99-07 | 3/23/99 | Portland cement concrete pavement | N/A | 02-05 |
| 99-06 | 3/18/99 | GREAT unit | N/A | 00-03 |
| 99-05 | 3/17/99 | Reinforced concrete bridge approach | N/A | 03-17 |
| 99-04 | 3/17/99 | B/P profilograph | 17‑3.01 | |
| 99-03 | 3/17/99 | Traffic control for construction operations | 83‑4.0 | |
| 99-02 | 3/17/99 | NCHRP 350 guardrail, GRETs, bridge railing transitions | 49‑4.03 | |
| 99-01 | 1/19/99 | Use of 1999 Standard Specifications | N/A | 05-23 |
| Memo Number | Memo Date | Subject | Affected IDM Section, Figure, or Reference | Superseding Memo |
|---|---|---|---|---|
| 98-12 | 11/30/98 | B/P structural steel members; stud shear connectors | 17‑4.01 | |
| 98-11 | 11/30/98 | B/P concrete structural members | 17‑4.01(02) | |
| 98-10 | 11/23/98 | NCHRP 350 guardrail post requirements | N/A | 99-02 |
| 98-09 Adv 98-09 Pol |
11/23/98 | IDEM Section 401 Water Quality Certification | N/A | 00-03 |
| 98-08 | 11/16/98 | Profile-wall PVC pipe | 28‑6.05 | |
| 98-07 | 9/25/98 | Backfill behind bridge end bent | N/A | 99-15 |
| 98-06 Adv 98-06 Pol |
8/1/98 | Three-sided drainage structure scour protection | N/A | 00-17 |
| 98-05 Adv 98-05 Pol |
7/15/98 | Utilities coordination process | Chapter 10 | |
| 98-04 | 6/22/98 | Pile loads table | 66‑3.04 | |
| 98-03 | 6/15/98 | GREAT unit | N/A | 00-03 |
| 98-02 | 6/15/98 | NCHRP 350 guardrail, GRETs, bridge railing transitions | N/A | 00-02 |
| 98-01 Adv 98-01 Pol |
6/10/98 | New-pipes concept | 28‑6.0 | |
| 98-00 | 6/3/98 | Proposing changes to Standard Documents or Proposing New Standard Documents | Varies |