MM1 |
Obsolete |
Footing Elevation for Scour and Allowable Unsupported Pile
Lengths |
MM2 |
Active |
Top Bar Factor for Footing Reinforcing Steel Development
Length |
MM3 |
Revised |
Punching Shear and Wide Beam Shear |
MM4 |
Obsolete |
Individual Punching Shear and Beam Shear |
MM5 |
Revised |
Maximum T-Pier Heights Based on Kl/r |
MM6 |
Obsolete |
Pier Cap Design, Shear Stirrup Spacing |
MM7 |
Active |
Using Hooks Near Cap Ends for Development of Flexural
Reinforcing Steel |
MM8 |
Revised |
Pier Cap Design Shear Stirrup Spacing |
MM9 |
Active |
Battered Pile Capacity and Lateral Load Capacity for Pier Design |
MM10 |
Active |
Closure Pours |
MM11 |
Active |
Sidewalks on Bridges |
MM12 |
Active |
Concrete Sealer on Repairs |
MM13 |
Active |
Analysis of Existing Slab Overhangs for TBR Loads |
MM14 |
Revised |
Prebore Lengths for Integral and Stub Abutments |
MM15 |
Revised |
Repainting of Steel Bridges |
MM16 |
Active |
Use of Higher Strength Concrete |
MM17 |
Revised |
Lighting on Bridges |
MM18 |
Obsolete |
Minimum Steel for Column Design |
MM19 |
Revised |
Guidelines for Fully Encased Pile Bents for Reinforced Concrete Slab Bridges |
MM20 |
Obsolete |
Downdrag Calculations for Piling |
MM21 |
Active |
Use of "Excavate and Dewater" Bid Item |
MM22 |
Active |
Standard Rocker Bearings-Design Exception |
MM23 |
Obsolete |
Length Limits and Prebore Depths for Integral Abutment Bridges |
MM24 |
Active |
Beam Design and Bearing Design, Distribution of Dead Load 2 |
MM25 |
Active |
Sight Distances on Bridges |
MM26 |
Active |
Haunch Reinforcement for PCBM |
MM28 |
Revised |
Bent Bars in Flumes and Bell Joints |
MM29 |
Active |
Calculations for Excavation Classification Line |
MM30 |
Revised |
Finger Joints |
MM31 |
Revised |
Detailing Bends |
MM32 |
Obsolete |
Elastomeric Expansion Bearings, New AASHTO Method A Rotation Formulas |
MM33 |
Active |
Wing Extension for C Beams |
MM34 |
Obsolete |
New Standard Specifications |
MM36 |
Obsolete |
Miscellaneous Design and Detailing Issues for 71 ½ in. (1800 mm) Bulb Tee |
MM37 |
Revised |
Diaphragm Stiffener Connections for Case I |
MM38 |
Active |
Review of Shop Drawings – Steel Structures |
MM40 |
Active |
Exterior Beam Distribution Factor – LRFD |
MM42 |
Obsolete |
Use of Corrosion Inhibitor Option on Columns |
MM50 |
Active |
Detailing of Footing to Column Rebar |
MM51 |
Revised |
Revision to Top of Slab Elevation Sheet |
MM52 |
Active |
Use of p3 Bars in Integral Abutments |
MM54 |
Active |
Drilled Shaft Guidelines |
MM55 |
Active |
Use of Higher Pile Capacities |
MM56 |
Active |
Sealing of PCBM Ends |
MM57 |
Active |
Abutment Piling Design, PPCB Bridges |
MM58 |
Active |
Revision to Temporary Roadway Widths during Staged Construction |
MM62 |
Revised |
Beam Line Haunch Elevations for PPCB and Steel Girder Bridges |
MM64 |
Active |
Removal of Corrosion Inhibitor Option on Columns |
MM65 |
Active |
Limit Steel Girder Lengths Between Field Splices 120 ft |
MM66 |
Obsolete |
Guidelines for Using Standard Prestressed Concrete Beams |
MM69 |
Revised |
Epoxy Coated Spirals |
MM70 |
Active |
Anchorage of Steel Reinforced Elastomeric Bearings |
MM71 |
Obsolete |
Note on Option of Welding Studs in the Field |
MM72 |
Obsolete |
Application of Wind Load to Substructure |
MM73 |
Active |
Use of Special Prestressed Beam Designs |
MM75 |
Active |
End Bar Clearances for Horizontal Construction Joints |
MM77 |
Active |
Changes to new BTC and BTD Beams |
MM78 |
Active |
Charpy Requirements for Steel End Diaphragms |
MM79 |
Active |
Integral Abutment Piles |
MM80 |
Active |
Maximum Release and Final Concrete Strength for PCBM |
MM81 |
Revised |
Deck Drains |
MM82 |
Active |
Internal River Pier Ice Loads |
MM83 |
Obsolete |
Camber Calculations Using Transformed Sections |
MM84 |
Active |
New Beam Standard Development |
MM85 |
Active |
Layout for Bridges on Four Lane Highways |
MM86 |
Active |
New Policy for Bridge Approach Slabs |
MM87 |
Obsolete |
Revised Downdrag Calculations |
MM88 |
Active |
Rodent Guards on Cantilever Sign Supports and I-235 Overhead Trusses |
MM89 |
Revised |
Shear Stud Lengths and Haunch Requirements for Steel Girders |
MM90 |
Active |
Bridge Bearings |
MM91 |
Revised |
Temporary Shoring Adjacent to Roadway |
MM92 |
Obsolete |
Leveling Pads for Masonry Plates and Steel Bearings |
MM93 |
Active |
Approach Slab Responsibilities with Downdrag |
MM94 |
Obsolete |
T.O.S. Elevations for Beam Bridges |
MM95 |
Revised |
Deck Overlays on New Construction |
MM96 |
Active |
Revised Culvert Wall Thickness |
MM97 |
Active |
Revision of MM No. 83 Camber Calculations Using Transformed Sections for
Prestressed Beam Design |
MM99 |
Active |
Update of Bid Item Codes for BTC and BTD |
MM100 |
Revised |
Flange Transitions in Welded Girder Bridges |
MM102 |
Revised |
4000 psi Deck Concrete for Long Span BTCs and BTDs, |
MM103 |
Active |
Plate Thicknesses for Steel Bridges |
MM104 |
Obsolete |
LRFD Implementation for Steel Bridge Design |
MM105 |
Active |
Use of Epoxy-Coated Reinforcing Steel |
MM106 |
Obsolete |
End beam dimension for BTC |
MM107 |
Active |
Integral Abutment and Pier Cap Detailing |
MM108 |
Active |
Longitudinal Construction Joint Placement in Decks |
MM109 |
Active |
Reinforcement Placement in Round Columns |
MM110 |
Obsolete |
Concrete Placement of Concrete Barrier Rail |
MM113 |
Active |
Use of anchor bolt wells |
MM114 |
Revised |
Description of Concrete Mix Types on Bridge Decks |
MM115 |
Active |
Revised Haunch Policies |
MM116 |
Obsolete |
Correction to Figure 6.5.2.5 in 6.5 Abutments of the Bridge Design Manual |
MM117 |
Active |
Pile Cutoff for Battered Piles |
MM118 |
Obsolete |
Longitudinal Grooving of Bridge Decks |
MM119 |
Active |
Access for Dynamic Message Signs |
MM121 |
Revised |
Use of Special Concrete Mixes on Bridges |
MM122 |
Active |
Sealing of Bridge Plans |
MM124 |
Active |
Design Manual Updates |
MM125 |
Obsolete |
New Issue Precast Culvert Standards and Plan Development |
MM126 |
Obsolete |
Notification for Removal of Bridges |
MM128 |
Obsolete |
Revised Longitudinal Grooving of Bridge Decks Plan Note |
MM129 |
Obsolete |
Reinforcing Designation on Plans |
MM131 |
Active |
Continuous Welded Plate Girder Butt-Welded Flange Splice Substitutions |
MM132 |
Active |
Delete CADD Note E134/M134, supersedes MM No. 126 |
MM138 |
Active |
Revision to 91 - Temporary Shoring Adjacent to Roadway |
MM139 |
Active |
Deck Design LRFD |
MM140 |
Active |
New Plan Note E175/M175, “Waiting Period for Driving Piles” |
MM141 |
Revised |
Removal of Hazardous Paint |
MM142 |
Obsolete |
LRFD Plan Specification Notes |
MM143 |
Revised |
Longitudinal Grooving for Bridge Decks, Bridge Approaches, Bridge Deck
Overlays, & Overlay of Bridge Approaches |
MM144 |
Revised |
Revised Policy for Transverse Joints for CCS and PCBM Bridges |
MM145 |
Obsolete |
Pier Foundation Design and Check for Scour Conditions |
MM147 |
Obsolete |
Embedded deck hanger forms in PPCB |
MM148 |
Active |
Review of Existing Sign Truss for Larger Sign Areas |
MM150 |
Revised |
Revision to CADD Note E188/M188 |
MM151 |
Revised |
Steel Bridges Providing Tension and Compression Flange Designation |
MM152 |
Active |
Maximum Joint Openings for Bell Joints |
MM153 |
Revised |
Pile Driving Over Waterways |
MM154 |
Active |
Design of Cofferdam Seal Coat |
MM156 |
Revised |
Revised Longitudinal Grooving Notes |
MM157 |
Obsolete |
LRFD Design Policy -HS25 Loading on Substructures |
MM158 |
Active |
Anchor Bolt Placement |
MM159 |
Active |
Policy on Bulb Tee Use |
MM160 |
Active |
Design Manual Article 6.2.6.1, Revised Allowable Pile Stress |
MM162 |
Revised |
Bridge Railing Selection on Interstate and Primary Highways |
MM163 |
Revised |
Revision MM No. 17 Lighting on Bridges |
MM164 |
Active |
Stiffener Clearances |
MM165 |
Revised |
Revision to C9.1.11 Concept Repair Memo |
MM166 |
Revised |
Revisions to CADD notes E832/M832 and Bid Item Reference Note |
MM167 |
Obsolete |
CADD note E54/M54 for 404 permits |
MM168 |
Active |
Layout of Anchor Bolt Locations |
MM169 |
Active |
Revision to Section 4.2, Culverts Without Fill |
MM170 |
Active |
Design Policy Updates |
MM171 |
Active |
Revised CADD note E1020/M1020) |
MM174 |
Active |
Bridge Plan Deck Dimension Table |
MM177 |
Active |
CADD note E234/M234 for Surface Preparation for Two Course Decks |
MM181 |
Obsolete |
Office Policy for Checking Piers by LRFD |
MM182 |
Active |
LRFD Live Load Distribution for Skewed Bridges with Non-standard Rolled
Steel Beams, Non-standard Prestressed Beams or Welded Plate Girders |
MM183 |
Obsolete |
Policy Regarding Construction Loading |
MM184 |
Obsolete |
Policy for LRFD Design |
MM186 |
Obsolete |
Revision Open Rail Details to J24-06, J30-06, J40-06, J44-06 |
MM187 |
Active |
Void CADD note E923/M923 |
MM188 |
Active |
Revisions to CADD notes E470/M470, E471/M471, and E473/M473 |
MM189 |
Active |
Revision to CADD note E189/M189 |
MM190 |
Active |
LRFD Guidelines for Repair Projects |
MM191 |
Active |
Vent Hole Layout for Flowable Mortar Placement |
MM192 |
Active |
LRFD Office Guidelines for Temperature and Shrinkage Reinforcing in Pier
Footings |
MM193 |
Obsolete |
Use of Temporary Stream Access Bid Item and 404 Permit Notes |
MM195 |
Active |
Stub Abutment Design behind MSE Walls |
MM196 |
Active |
Pier Pedestal Design Guidelines for Aesthetic Piers |
MM197 |
Obsolete |
Revision to E/M 202 - Embedded Deck Hangers in PPCB |
MM198 |
Active |
Use of Profile Grade Line on Bridge Plans |
MM199 |
Active |
Revision to CADD Note E461/M461 |
MM201 |
Active |
Policy Guidelines and Standard Sheet 1067 for Overpass Projects Involving the BNSF and UP Railroads |
MM202 |
Active |
Revision to Deck Placement Notes for Prestressed Concrete Beam Bridges |
MM204 |
Active |
General Note on Keyway Dimensions |
MM205 |
Active |
Update
CADD Note E50D |
MM206 |
Revised |
Revision for E463/M463 |
MM207 |
Active |
Policy
for Barrier Expansion Openings and for Conduit in Barrier Rails |
MM208 |
Revised |
Revision to Limits for Longitudinal Grooving |
MM209 |
Active |
Clarification for Plain Elastomeric Pad Design |
MM210 |
Active |
Updated Policy for LRFD Design |
MM211 |
Revised |
Office Guidelines for Mass Concrete and Temperature and Shrinkage
Reinforcing |
MM212 |
Active |
Revision to Standard CADD note E101/M101 |
MM213 |
Active |
Revision to E450/M 450 Commentary |
MM219 |
Active |
Guidelines for Signature Blocks when Using Standard Bridge Plans |
MM222 |
Active |
Definition of Profile Grade Line at Centerline of Approach Roadway |
MM223 |
Active |
Value Engineering Note |
MM224 |
Obsolete |
Amendment to MM125 |
MM225 |
Active |
Traffic Data Information |