| From | Date | Subject | Image |
| PLM | 09-28-07 | Adhesive Anchors | |
| CPB | 08-07-06 | Sidewalks on Bridges | |
| CPB | 12-01-05 | Elastomeric Bearing Design Guidelines & Analysis Program | |
| PLM | 11-29-05 | State of Arkansas Insert on Bridges | |
| CPB | 11-16-05 | Clip Detail to Accommodate Deck Form Support | |
| RLW | 08-23-05 | Bicycle and Pedestrian Facility Accommodation Policy | |
| PLM | 03-23-05 | Median Rail at Overhead Sign Support | |
| PLM | 03-21-05 | Geometric Design Criteria | |
| PLM | 10-28-04 | Design Exception Policy | |
| CPB | 07-23-04 | Naming of Design Files | |
| JGT | 10-09-03 | Revising Contract Drawings | |
| CPB | 09-05-03 | Slab Joint Detail | |
| CPB | 07-22-03 | Bridge End Terminals | |
| CPB | 05-22-03 | Bridge Closure Procedure | |
| CPB | 04-02-03 | Base Plates for Safety Cable System – Steel and Prestressed Precast Beams | |
| ETF | 04-18-02 | Detail Z – Hand Packing of Concrete Under Joint Armor | |
| ETF | 04-18-02 | Detail B – Hand Packing of Concrete Under Joint Armor | |
| ETF | 02-15-02 | Type “D” Bridge Name Plate On Bridge Parapet | |
| ETF | 12-17-01 | Bolted Field Splice Note | |
| ETF | 09-19-01 | Charpy V-Notch Test of Curved Girder Diaphragms/Crossframes | |
| ETF | 09-17-01 | Use of Type D Bridge Name Plate | |
| FHWA | 06-28-01 | A Policy on Geometric Design of Highways and Streets (Green Book), 2001 Edition | |
| MEC | 06-21-01 | 1-1/4″ Diameter A307 Bolts for Precast Units | |
| MEC | 05-21-01 | Revised Sliding Plate Adjusting Bolts Note | Image 1 |
| ETF | 04-27-01 | Minimum Cap Width for Trestle Pile Bents | |
| ETF | 02-28-01 | Joint Armor Venting and Installation | Image, Image 2 |
| ETF | 02-14-01 | Furnishing Bridge Information to Environmental Division | |
| JGT | 02-13-01 | Bearing Stiffener Weld Designation | |
| ETF | 02-13-01 | Information about Pipe Piles | |
| ETF | 06-26-00 | Cracked Pile Repair – Example | |
| ETF | 06-13-00 | Creating and Revising Standard Drawings | |
| ETF | 06-13-00 | Skewed End Bents with Parapet Rail Transitions on Bridge | |
| ETF | 02-04-00 | Diaphragm and Cross-Frame Connection Plates for Steel Beams and Girders | |
| ETF | 11-01-99 | Deck Pouring Sequence; 3 or More Spans – Example | |
| RLW | 11-01-99 | Reports Containing Geologic Interpretation and Analysis | |
| RLW | 02-12-99 | Ice/Snow/Sleet Removal; Railroad Overpass Structures | |
| ETF | 01-19-99 | Stopping Sight Distance | Image 1; 2; 3; 4; 5; 6; 7; 8; 9 |
| ETF | 12-03-98 | Elastomeric Shop Drawing Review | Image 1 |
| DFL | 06-26-98 | Painted Median Width; 11-Foot Turn Lane | |
| ETF | 04-13-98 | Deck Pouring Sequence; 2 Spans – Example | |
| RLW | 10-30-97 | Vertical Clearance on Interstate Routes | Image 1; 2; 3; 4; 5 |
| ETF | 10-31-97 | Concrete Deck Longitudinal Rebar Requirements by LRFD | |
| BB | 10-15-97 | SP for Construction in Special Flood Hazard Areas (SFHA) | |
| DFL | 08-06-97 | Request for Bridge Drawings – Revised | |
| RLW | 07-31-97 | Geometric Design Criteria (AASHTO Specs) | |
| PLM | 06-27-97 | Note for Stream Classif & Bank Elevs; Tempo Work Ramps or Haul Roads | |
| DFL | 10-17-96 | Detailing & Designing for Permanent Steel Deck Forms | Image 1; 2; 3; 4 |
| ETF | 09-27-96 | Dead Load Deflections; Beams at Variable Dist from Profile Grade Line | |
| ETF | 08-23-96 | Curved Beam; Dead Load Deflection Spot Note | |
| MEC | 08-20-96 | Sliding Plate Joint Detailing | Image 1 |
| DFL | 08-09-96 | AHTD 1996 STD Specs; Sect 800 | |
| DFL | 07-22-96 | Width of Slab Joint and Construction Joint | |
| RLW | 04-26-96 | Construction Problem Resolution Process for Consultant Designed Jobs | |
| ALH | 04-08-96 | Bridge Deck Pouring Sequences | |
| DKC | 04-05-96 | Control Detail Sheets; Baselines &Survey Control Points | |
| RLW | 04-04-96 | Criteria for Metric/English Unit Jobs | |
| DFL | 03-22-96 | Design of Elastomeric Expansion Bearings | |
| MES | 03-04-96 | Plate Girder Splice Elimination by Fabricators | |
| DFL | 02-21-96 | Design Drawings and General Notes | |
| DFL | 02-12-96 | Standard Drawings on CADD/OPT | |
| DFL | 02-09-96 | Concrete Pours for Continuous Superstructure Units | |
| DFL | 02-09-96 | Requests for Bridge Drawings | |
| JAS | 02-08-96 | Drawing Changes Due To Value Engineering | |
| DFL | 12-20-95 | Construction in Special Flood Hazard Areas (SFHA) | Image 1; 2; 3; 4 |
| JB | 11-17-95 | Rapid Set Cement | Image 1; 2 |
| JG | 09-06-95 | Safety Handrail – A513 Splice Coupler | Image 1 |
| GVL | 07-26-95 | Sealing Concrete Deck Cracks | |
| DFL | 05-02-95 | Vertical Clearance for Bridges Over Highways | |
| RLW | 05-01-95 | Designation of Metric Plans | Image 1 |
| PCA | 04-17-95 | Review of Prestressed Bridges Details | Image 1; 2; 3 |
| DFL | 04-05-95 | Metric Process Update | |
| DFL | 04-04-95 | Bridge Numbers | |
| ETF | 02-16-95 | Shop Drawings For Elastomeric Bearings (Method B) | |
| DFL | 012-09-94 | Horizontal Clearance For Underpasses Without Pier Protection Devices | |
| DFL | 011-23-94 | Design of Elastomeric Bearings | |
| CPB | 08-25-94 | Type H Railing Splice Tube | Image 1; 2 |
| DFL | 06-13-94 | Guidelines for Founding Footings In Rock | Image 1; 2 |
| RLW | 06-08-94 | Bridge Railing; Plate Guard Rail on Existing Bridges | |
| ALH | 05-10-94 | Elastomeric Bridge Bearings | |
| DFL | 04-13-94 | Bridge Deck Pouring Sequences for Continuous Units | Image 1 |
| DFL | 04-12-94 | Piling for Temporary Bridge Structures | |
| DFL | 03-04-94 | Stormwater Pollution Prevention Plan – Division Involvement | Image 1 |
| CPB | 01-18-94 | Preliminary Seal on Bridge Drawings | Image 1 |
| ETF | 10-20-93 | Dead Load Deflection Note on Plans | Image 1 |
| ALH | 09-24-93 | Fast Setting Cement | |
| DFL | 07-16-93 | Anchor System for U2 Joint Armor in Backwalls | Image 1 |
| XXX | 07-08-93 | Strutting System for Transverse Finishing Machine | Image 1 |
| RLW | 05-03-93 | Pavement Markings; High/Low Volume Road | |
| VP | 04-28-93 | Transitional Approach Railing; Sidewalks in Urban Areas | Image 1 |
| VP | 03-16-93 | Detour Bridges; Timber Decks | |
| DFL | 01-05-93 | Pile Design Capacity; ENR/WEAP/Dynamic Method | Image 1 |
| VP | 12-23-92 | Concrete Parapet Bridge Rail; Post/Slot Width | |
| WET | 11-25-92 | Bridge Cap Construction; Drip Groove | Image 1 |
| ALH | 10-22-92 | Bridge Deck Pouring Sequences | |
| VP | 09-30-92 | Policy on Pouring Continuous Units | |
| VP | 09-02-92 | Backfill on Piers in Stream Bed | |
| FMH | 08-27-92 | Vent Holes in Roadway Channels | Image 1; 2 |
| FMH | 08-26-92 | Use of Precast Concrete Spans in Seismic Zones | |
| MEC | 06-10-92 | Preformed Joint Seals; Bumper Blocks | Image 1; 2 |
| ALH | 05-28-92 | Closed Cell Joint Filler | |
| VP | 04-27-92 | Dead Load Deflections for Reinforced Slab Concrete Spans | |
| XXX | 04-13-92 | Closed Cell Joints; Epoxy Adhesive | |
| MEC | 04-07-92 | Structure Inventory and Appraisal Item 113: Scour Critical | Image 1 |
| FMH | 03-25-92 | RCDG Spans – Forming Standardization | Image 1; 2; 3 |
| XXX | 03-23-92 | Painting Plates Above Drainage Slots | Image 1 |
| VP | 03-20-92 | Design of Bolted Splices on Continuous Steel Girders | |
| VP | 03-04-92 | RCD Girders Versus Slabs | |
| VP | 01-30-92 | Steel H-Pile Driving Points:QPL | Image 1 |
| RR | 11-18-91 | Union Pacific Railroad Clearance Criteria | Image 1; 2; 3; 4; 5 |
| CPB | 09-05-91 | Exterior Diaphragm Connections for Continuous W-Beams | Image 1; 2; 3; 4 |
| JAS | 08-23-91 | Crack Control Joints; Tension Rebar Over Supports | Image 1 |
| ALH | 08-12-91 | Concrete Pile Splice | |
| VP | 07-30-91 | Slab Reinforcing Steel | Image 1 |
| VP | 07-24-91 | Approach Slab and Gutter Standards | |
| RLW | 06-20-91 | Use of Approach Slabs In Seismic Design | |
| VP | 06-03-91 | Painting Structural Steel; Paint System Type | |
| VP | 05-02-91 | Major Overloads on Continuous Spans | |
| VP | 05-01-91 | Lateral Bracing For Plate Girders | |
| VP | 04-16-91 | Design Specification Changes; Comparative Design | |
| VP | 02-13-91 | Seismic Performance Category | |
| MEC | 02-07-91 | Prestressing Strand Supports | Image 1; 2; 3 |
| VP | 01-29-91 | Concrete Parapet Rail; Slip Forming Details | |
| VP | 01-17-91 | Seismic Design Implementation; Deactivate Task Force | |
| JGT | 11-13-90 | Field Trip to F-S Prestress Plant; Hampton, Ark. | |
| FHA | 10-16-90 | AASHTO Roadside Design Guide/W-Beam Guardrail End Terminals | |
| MEC | 09-28-90 | Remodeling Bridge: Epoxy Rebar; Expansion Device | Image 1; 2; 3 |
| MS | 09-11-90 | Public Access Provisions at Bridge Projects; Game & Fish Commission | |
| CEV | 07-16-90 | Verification of Survey/Plan Data | |
| VP | 07-11-90 | Epoxy Coated Reinforcing Steel | Image 1 |
| ALH | 06-14-90 | Safety Platform Special Provision | |
| RLW | 05-01-90 | Detour Bridge Widths | |
| VP | 04-04-90 | Bridge Layout for FHWA Submittal | |
| VP | 02-14-90 | Intermediate Stiffeners | |
| VP | 01-03-90 | Updating Sets of Bridge Layout Drawings | |
| XXX | 12-22-89 | Anchor Bolt/Diaphragm Connection Plate Interference | |
| VP | 10-05-89 | Bridge Replacement Funded Projects; Change in Eligibility | |
| VP | 06-14-89 | Environmental “Project Design Request”; Form Submittal | |
| VP | 04-27-89 | AWS Structural Welding Code; Acceptable Welds | Image 1 |
| VP | 04-10-89 | Reinforcing Steel; Trussed Rebars;Epoxy Coated Bars | Image 1; 2 |
| DAL | 04-04-89 | Rehabilitation of Bridges with Pin and Hangar Assemblies | |
| VP | 01-26-89 | Sidewalk Curb; Type C Curb | Image 1 |
| CEV | 01-10-89 | Bridge Painting – Protection of the Environment; Notification for Cleaning/Repainting or Field Painting | |
| FHA | 12-07-88 | Railroad Clearances; FHPM 6.6.2.1 | Image 1; 2; 3 |
| FHA | 12-07-88 | Prestressing Strands – Development Length Revisited | |
| VP | 11-08-88 | Steel Changes; Notification of Changes in Plan Quantities | |
| VP | 09-26-88 | Concrete Quantity Calculations; Embedded Structural Steel | Image 1; 2; 3 |
| VP | 07-26-88 | Cleaning and Painting Existing Structural Steel; Notification to Environmental Division | |
| VP | 07-14-88 | Prestressed Concrete Girders; Alternate Design | |
| FHA | 07-08-88 | Prestressing Strand – Development Length | Image 1 |
| FMH | 05-05-88 | Shop Prints for Compression Seal Expansion Joints; Bumper Plate/Seal Stop | |
| VP | 03-17-88 | Seals for Construction and Crack Control Joints | Image 1 |
| JAS | 03-04-88 | Hydraulic Criteria; Bridge Deck Elevation; Roadway Elevation | Image 1 |
| VP | 12-01-87 | Removal of Existing Bridges; Quantity Sheet | Image 1 |
| MCP | 10-23-87 | Overhang Forming; Resident Engineer Review | |
| XX | 10-05-87 | Rolled Beams and Plate Girders; Charpy V-Notch;QC | |
| VP | 09-25-87 | Epoxy Coated Reinforcing Steel; Bridge Decks | |
| VP | 09-14-87 | Approval of Structural Steel Shop Drawings; Transmittal Form | |
| MEC | 09-04-87 | Minimum Angle for Preformed Joint Seal | Image 1; 2; 3 |
| VP | 09-02-87 | Temporary Bridge Structure; Required Length | |
| VP | 09-02-87 | Remodeling Existing Bridge Structures; Sawed Cut Lines | |
| JAS | 08-24-87 | Slab Joints; Poured Synthetic Polymer Joint Width | Image 1 |
| VP | 008-20-87 | Concrete Pour | Image 1 |
| BKC | 08-10-87 | AHTD Detour Design Criteria | |
| VP | 06-26-87 | Spray Painting of Concrete Surfaces | |
| FHA | 06-04-87 | Contracting for Engineering and Design Services; Brooks Act | Image 1; 2 |
| VP | 04-30-87 | Removal of Existing Bridge and Remodeling of Existing Bridge | Image 1 |
| BN | 04-29-87 | Design of Urban Roadway and Bridge Sections; Curbs, Sidewalks, Gutters Width | |
| VP | 04-13-87 | Precast Concrete Bridges; Nomenclature | |
| FHA | 03-02-87 | Bridge Width in Urban Areas; Curbed Sections; Sidewalks | |
| FMH | 02-05-87 | Preliminary and Construction Engineering; 15% Rate | |
| VP | 02-02-87 | Stiffeners at Cross Frame Locations | Image 1 |
| RH | 01-14-87 | Structural Steel Shop Drawings; Half-Size Prints | |
| VP | 09-24-86 | Cracked Concrete; Pressure Grouting | |
| VP | 09-10-86 | Paint Colors; Aluminum Color | |
| CV | 09-09-86 | Bridge Replacement Preliminary Engineering | |
| VP | 08-26-86 | U2 Joints; Slots for Joints | |
| VP | 08-26-86 | Easements for Channel Work and Detour Bridges | |
| BN | 03-31-86 | Sidewalks; Appropriate Use | |
| BN | 03-27-86 | Design Speed on Federal Aid Projects; Design Data Form | |
| BN | 02-05-86 | Temporary Construction Easements | |
| VP | 01-13-86 | Anchor Bolt and Bearing Pad Remodeling Policy | |
| VP | 12-31-85 | Remodeling of Anchor Bolts and Bearings | |
| XXX | 12-20-85 | Steel Beam Haunch Detail | Image 1 |
| VP | 12-13-85 | Slab Camber; RC Slabs | |
| DF | 12-09-85 | Salvage Credit for Materials Obtained on Federal-aid Projects | |
| VP | 12-02-85 | Railroad Agreements | Image 1 |
| VP | 11-08-85 | Slab Span Bridge; Corner Rounding; Creep | Image 1 |
| RW | 10-18-85 | Design Flows for Detour Roads; 2-Year Frequency | |
| VP | 09-25-85 | Temporary Bridges; Timber Decks | Image 1 |
| VP | 08-27-85 | Open Parapet Rails | |
| VP | 08-26-85 | Navigation Lights | |
| FH | 07-24-85 | Steel H-Pile Points | Image 1 |
| VP | 07-03-85 | Temporary Bridge Structures – Ends of Railing | Image 1 |
| VP | 06-06-85 | Deck Thickness Tolerances | Image 1 |
| VP | 05-22-85 | Detailing for Overhand Loading; Design Drawings | |
| BN | 03-25-85 | Bridge Deck Rehabilitation | |
| VP | 03-07-85 | Standard Policy Regarding Bridge Deck Overlay or Replacement | |
| VP | 01-17-85 | Maintenance of Traffic; Approval from Traffic Division | |
| BN | 01-09-85 | Detour Bridge Widths | |
| VP | 12-06-84 | Overhang Brackets; Drawing Approval | |
| VP | 11-08-84 | Detour Bridges; Superate Computer Program | |
| VP | 10-11-84 | Test Pile Lengths; Concrete Piles | |
| VP | 10-08-84 | Live Load for Bridges; HS20 | |
| VP | 10-02-84 | Checking Overhang Brackets | |
| VP | 06-26-84 | Tine Finish of Bridge Decks | |
| NP | 04-17-84 | Crowned Caps on Concrete Slab Bridges | Image 1 |
| VP | 03-05-84 | Detour Bridge; Untreated Timber | Image 1; 2 |
| JAS | 10-28-83 | Minimum Dimensions for Single Column Bents | Image 1 |
| VP | 09-22-83 | Elevations on Bridge Plans | |
| VP | 07-13-83 | Emergency Relief State Aid Projects; Design Exception | |
| VP | 07-05-83 | Reinforcing Steel Cover on Slab Span Bridges | |
| VP | 06-30-83 | Preformed Compression Seals | Image 1 |
| VP | 06-16-83 | Butt-Welded Splices; Thickness Transition | |
| VP | 04-22-83 | Hydraulics Design – County Bridges | |
| VP | 04-13-83 | Bridge Loadings Design; HS20 | |
| VP | 02-15-83 | Bridges on County Road System; Design Live Load | |
| VP | 01-12-83 | Straight Versus Galloping Bars for Bridge Decks | Image 1 |
| AFCO | 11-30-82 | Standard Washers | Image 1; 2 |
| FMH | 11-22-82 | Coping Bearing Stiffeners | Image 1 |
| VP | 11-17-82 | Blocking of Expansion Joint Devices | |
| VP | 10-25-82 | Approval Stamps | Image 1 |
| VP | 09-22-82 | Precast Concrete Bridges on State Highways | Image 1 |
| FMH | 06-24-82 | Acceptable Butt Welds | Image 1 |
| VP | 05-13-82 | Review of Shop Drawings | Image 1 |
| DF | 03-01-82 | Linseed Oil Application | |
| DF | 07-21-81 | Evaluation of Structural Concrete when Test Cylinders Break Low; Equitable Price Adjustment | |
| FMHX | 03-11-80 | Maximum Practical Size of Elastomeric Bearings | Image 1 |
| XXX | 03-10-80 | Web Stiffener Details | Image 1 |
| XXX | 02-07-80 | Retaining Wall Joints | Image 1 |
| VP | 02-22-79 | Design of Splices – Both Plates and Hi-Strength Bolts | Image 1 |
| DFL | 01-25-79 | Vertical Rebar Requirements in Backwalls | Image 1; 2 |
| VP | 12-12-78 | Fabrication of Members; Direction of Rolling | |
| FMH | 03-10-78 | Minimum Numbers of Bolts in Field Splices | Image 1 |
| VP | 10-27-76 | Procedure for Distribution of Revised Drawings for Jobs Under Contract | Image 1 |
| VP | 09-28-76 | Live Load Deflection; Steel Beam Spans | |
| VP | 06-25-75 | Use of Drop Hammers with Steel Piling | |
| VP | 01-24-75 | Vertical Stream Clearances; Hydraulics Policy | Image 1 |
| AC | 11-27-74 | Plate Guard Bridge Railing; Minute Order 74-644 | |
| VP | 07-31-74 | Concrete Design Policy; Rebars Splices; Column Slenderness; Column Ties | |
| FH | 08-23-73 | Revision of Reinforcing Bar Bend Standards | Image 1 |
| VP | 08-08-73 | Bridge Railing – 1973 AASHO Specs | Image 1; 2; 3 |
| FH | 02-08-73 | Changes in AASHO Specs; Bolt Holes | Image 1 |
| FH | 12-19-72 | Round Ties | |
| FH | 12-06-72 | Standard 45′ Precast Slab Span | |
| VP | 08-17-72 | Sign-out Book in Reproduction | |
| BN | 02-22-72 | Embankment Slopes at Bridge Ends | |
| VP | 12-02-71 | Efficiency in Plan Preparation | |
| VP | 11-17-71 | Excavation for Structures; SP | |
| FH | 11-05-71 | Office Policy on Design Items: Cover Plate Sizes; Modular Ratio | |
| VP | 09-28-71 | Changes in Detailing Practice; Reinforcing Steel in Pile Bent Caps | |
| FH | 09-17-71 | Uniformity of Bridge Plans; Sequence of Plan Sheets | |
| VP | 09-01-71 | Repetition of Design and Special Drawings | |
| BN | 08-09-71 | Revision of Standard Guard Rail Drawings | |
| VP | 08-06-71 | Hydraulics Information on Bridge Layouts | |
| VP | 08-04-71 | Steel Pile Driving; General Note | |
| BN | 07-09-71 | Guard Fence Anchor Posts | |
| VP | 06-25-71 | Crack Control Joint | |
| VP | 05-26-71 | Welded Plate Girder Spans; General Note | |
| FH | 04-21-71 | Microfilm Cards for Bridge Drawings | |
| FH | 04-08-71 | Changes In Design From 1971 AASHO Interim Specs; Fatigue; Continuous P/S Structures; Bolted Splices; Load Factor Design | |
| FH | 04-07-71 | General Office Procedures Cross-Slope; Drain Slots | |
| RS | 03-19-71 | Design Policy on Long Pile Bents | |
| VP | 01-27-71 | Expansion Joint for RC Slab Spans | |
| VP | 01-26-71 | Bridge Site Inspections; Sample Bridge Layout Memo | |
| VP | 01-26-71 | Type Shoes; Beam Buildups; Plate Thickening | |
| VP | 04-03-69 | Detailing of Reinforcing Steel; Bar Ends; Bar Designation | |
| LPC | 06-02-66 | Structural Steel Costs | |
| XX | No Date | Future Jobs | |
| XX | No Date | Design Notes on Welded Girders | |
