Wisdot Spec, THE LOCATIONS OF EXISTING AND PROPOSED UTILITY IN
- Wisdot Spec, THE LOCATIONS OF EXISTING AND PROPOSED UTILITY INSTALLATIONS AS SHOWN ON THE PLANS IS APPROXIMATE. WisDOT has issued the latest ASP-6 provisions that will be effective with the November 2025 Letting. 3. In addition, submitted bids must use an updated Slab bridges , due to camber required to address future creep deflection, do not ride ideally for the first few years of their service life and present potential issues due to ponding. Department of The annotations, shown in boxed text, in this 2025 edition of the standard specifications identify substantive changes made since the 2024 edition. Do not place base on foundations that are soft, spongy, The engineer will direct the contractor to core the hardened concrete to determine the extent of the unacceptable area. Abutments | Accelerated This design guide was developed based on information contained in the Wisconsin Department of Transportation’s (WisDOT’s) Standard Specifications and is intended for use by architects, engineers, 301. 6 Concrete Saws (1) Use saws light enough to operate on and capable of sawing new concrete with minimal raveling, chipping, spalling, or otherwise damaging the pavement. Wisconsin Department of Transportation 2025 Standard Specifications (Standard Spec) 2026年2月4日 Maximum Incentive/Mile increases significantly from $5,280 under the current spec to $21,120 in the SPV pilot spec. ASP 6 is a 15C07-a Pavement Marking Symbols DETAILS OF INSTALLATION, MATERIALS AND WORKMANSHIP NOT SHOWN ON THIS DRAWING SHALL CONFORM TO THE PERTINENT 2. The WisDOT REC will initiate consultation with the USFWS and determine if a survey is necessary. 2. 2 505. This change was implemented in ASP 6 effective with the Wisconsin. Gov State of Wisconsin Department of Transportation DMV Services Doing Business Travel Safety Projects and Studies About WisDOT 501. 11 . 10 . 12. for 28”, 36”, 45”, 45W”, 54”, & 54W” Prestressed Girders 1 WisDOT should contact the IDEA webmaster and update their report when their policies, etc. The words that are defined in this section are italiciz Batch delivery ticket refers to the form showing the total weights of all the ingredients used to DISC LAIMER: These files are intended for use by consultants to the State of Wisconsin and by others for construction and remodeling of State owned facilities. Horizontal Curve Correction Factors Attachment 1. This supplemental requirements report is readily updateable, and a revision number and date should Revise 506. 2 Materials Furnish crushed stone or crushed concrete from a department-approved source substantially free of unconsolidated overburden materials, topsoil, organic materials, steel, and other 204 Removing or Abandoning Miscellaneous Structures 205 Roadway and Drainage Excavation 206 Excavation for Structures 207 Embankment 208 Borrow (2) A department-approved source is a pit with acceptable department test results for wear and soundness on record. 1 CADDS AutoCAD Civil 3D Project Folder Structure Standard WisDOT FDM - WisDOT Modeling Standards: FDM 15-5-7 Design ASPHALT BID/MIX SPECIFICATION UPDATES Since 2016, WisDOT has required that asphalt mix and PG binder prices be combined into one bid item. 11 or larger diameter steel wire, or other engineer-approved material, one to 2 inches wide, and not less than 6 inches long for firm soils and 614. CONCRETE A. 3(6) to add bases and add crashworthy per MASH. Place trench backfill in 12 The PAL and User Guide are for use by design engineers, technicians, and inspection personnel, municipalities, counties, contractors, and suppliers engaged in bridge and highway design, plan WisDOT, Civil 3D knowledge base, C3DKB, WisDOT C3DKB home New users can follow work-specific Training courses to focus on the material they need first. All materials, test procedures, and admixtures shall meet the requirements of 645. If neither the plans 628. Maximum Disincentive/Mile rises from $5,280 to $19,800. Scope nances as required on the construction drawings. Use WisDOT Standard Specifications were revised via an ASP-6, effective Jan. 5 The manufacturer must allow the inspector to check the makeup and grinding of paint batches and must allow test sampling of any or all batches. Program SDD Curren t Transmittal Updates Foreword SDD Table of Contents Series 08 - Drainage Series 09 - Intersection Design Series 10 - Freeway Lighting Series 11 - Geometric Design Series 12 - Structure FDM Current Transmit t al Updates FDM Table of Contents Disadvantaged Business Enterprise (DBE) Update - 10/29/25 450 General Requirements for Asphaltic Pavements 455 Asphaltic Materials 460 Hot Mix Asphalt Pavement 465 Asphaltic Surface 475 Seal Coat Ensure that those samples were prepared by a WisDOT qualified laboratory. 13 Updated claims process to add information relating to the dispute review board (DRB). 1. 2, except for gradation. 1. DefinitionS provided for the purpose of this specification. Follow the 19. In 2014, after a few years of (2) Set and laterally position posts for supporting roadside signs as specified in 637. Wisconsin. The approved product list pre-qualifies materials and 630. Layout signs according to the plans. Gov State of Wisconsin Department of Transportation DMV Services Doing Business Travel Safety Projects and Studies About WisDOT Approved products page that hosts APL documents for users to download or view. Provide QMP for class III Special provisions Last updated: 2023-02-24 Special provisions are additional textual requirements or other specifications that can be applied to a proposal. The State of Wisconsin bears no liability nor (1) Coat reinforcement according to ASTM A775 with a fusion-bonded powder from the department's APL. 2 Wisconsin Highway Specifications: The bound document entitled "State of Wisconsin Department of Transportation, Standard Specifications for Highway and Structure Construction", current edition AASHTO aggregate aluminum anchor Apron Endwalls areas asphaltic asphaltic material ASTM bars bolts cable compaction compensation for providing Concrete Pavement conduit construction contract 104. Provide written certification from the resin manufacturer that the coating material is the same In December 2017, the Wisconsin Department of Transportation (WisDOT) released new standards for geosynthetics in roadways, part of WisDOT’s comprehensive Highway Construction Roadway (Northern Zone-Upper Layer Only) ** V binder designation is to be used on >8 Million ESAL projects with slow moving trafic and SMA projects *** E binder designation is to be used on >30 Million ESAL projects Notify the engineer if additional Clearing cannot be avoided to begin coordination with the WisDOT REC. Ditch Traverseability Evaluation Charts Attachment 1. 2 to require department assessment of and written approval for restoration of contractor-caused damage done during deck removal. 1 General Compact each base layer, including shoulder foreslopes, with equipment specified in 301. 1 General: Basic Contract definitions are included in the "General Terms and Conditions" of the Contract. (2)The contractor may replace virgin binder with recovered binder up to the maximum percentage allowed under 460. 2, 2024 Allows for delays caused by non-completion of utility work, identified in the contract, to be a compensable delay. 4 The contractor should communicate the exact Wisconsin DOT started developing design models for our roadway projects as a voluntary deliverable in 2010 when we started using Civil 3D as our roadway design software. book change Revise to add information and link for WisDOT’s Manual of Test Wisconsin State Statute 349. Detailed documentation, training videos, Follow the appropriate chain of communication as outlined in the WisDOT Standard Specification, Timely Decision Making Manual, and CMM. The engineer will check This design guide was developed based on information contained in the Wisconsin Department of Transportation’s (WisDOT’s) Standard Specifications and is intended for use by architects, engineers, 205. Ensure that those samples were prepared by a WisDOT qualified laboratory. Erect posts in a true vertical position. The following additional terms have the meanings indicated. 3 connection information, update bolt tension information on Table 506-1 to match Research Councle on Structural (RCSC) table, change Rotational Capacity Testing to manufacturer There is no pay item for the testing required under this specification. 4. The design, installation and WisDOT FDM - WisDOT Naming Standards: FDM 15-5 Attachment 3. The spec book is the master item list and it is updated each year with the Standard Specification effective each November Wisconsin Asphalt Bid/Mix Specification Tool Updated July 30, 2021 The Wisconsin Asphalt Bid/Mix Specification Tool was developed as a joint effort by the 602. Summary of change: Update details regarding curb ramp flares aligning more toward PROWAG & WisDOT. 4 Geotextile, Type DF (Drainage Filtration) Furnish geotextile conforming with the physical requirements of either schedule A, schedule B, or schedule C as the contract specifies. A brief explanation of each change is shown both WisDOT maintains an item spec book. Final shaping of shoulder foreslopes does Common terms and phrases AASHTOaggregatealuminumanchorApron Endwallsareasasphalticasphaltic materialASTMboltscablecompactioncompensation for providingConcrete New for 2021 Incorporation of the latest WisDOT design guidance found in the 2022 standard specifications recently published by WisDOT. 2 Change Orders for Differing Site Conditions During the progress of the work, if one or more of the following differing conditions are encountered at the site, the party discovering the condition must 415. 11 where removed from structures during marking surface preparation. 3 before placing base. g. Furnish steel for retrofit assemblies, anchor 520. For gradation conform to the following: SIEVE PERCENT 527 Structural Plate Pipe and Pipe Arches 530 Corrugated Plastic Pipe Culverts 531 Ancillary Structure Foundations 532 Ancillary Superstructures 550 Driven Piles The Standard Drawings show the standard practice for details used by Wisconsin Department of Transportation highway structures. Typical 2- to 4-Lane Transition Attachment 1. If the contractor encounters rock, stones, boulders, debris, or other material during excavation, remove and dispose of that material. Summary of change: Update language regarding Contractors maintaining pedestrian access on at least one side of the street at all times, using the Temporary Sidewalk bid item if needed, and if that’s not Standard Specifications for Highway and Structure Construction - Wisconsin. change. This list (linked HERE) is subject to change, with (5) After the marking can sustain exposure to traffic, re-apply clear protective surface treatment conforming to 502. 4 Concrete Pipe Collars and Cattle Pass Walkways For concrete collars and cattle pass walkways, furnish grade A concrete conforming to 501 as modified in 716. Ensure that saws Statewide manuals and guides Last updated: 2026-02-04 Below are statewide reference manuals and guides for administrating construction contracts to be used with all LET and EM contracts. Provide QMP for open-graded base as specified in 730. 3 Inoculation Inoculate legume seed (white clover, red clover, alsike clover, partridge pea, purple prairie clover, Canada tick-trefoil, and lupine) unless pre-inoculated by the vendor. Department of Transportation - Google Books. The engineer may also approve other sources conforming to the following WisDOT AASHTOWare Project Knowledge Base website: Construction staff administer projects using the AASHTOWare Project (AWP) web-based application. Orient sign posts as the plan details show to ensure that posts will yield or 1. 106. 3 Steel Rail and Fittings Furnish galvanized steel rail conforming to AASHTO M180 class A, type II beam using the single-spot test coating requirements. 065 Local authorities shall place and maintain traffic control devices upon highways under their jurisdiction to regulate, warn, guide or inform traffic. APLs are updated when new versions are submitted and archived. When a storm manhole has a depth of 10’ or greater and/or there is groundwater conditions the 465. SCHEDULE The Sign Plate manual provides guidelines for designing, installing, and maintaining traffic signs in Wisconsin to ensure safety and compliance with state standards. 3 Alternative Supplementary Cementitious Material (ASCM) Test ASCMs according to ASTM C1709. 04 – Curb Ramps General and WISCONSIN CONSTRUCTION SPECIFICATION 4. If the plans do not show the layout, conform to the department's Sign Plate Book. 312. 2. The manufacturer also must furnish, if requested, any (2) Excavate as required to perform the work. 3 DEFINITIONS 1. The spec book is the master item list and it is updated each year with the Standard Specification effective Construction personnel should review and become familiar with the Construction and Materials Manual (CMM), Standard Specifications for Highway and Structure Construction (Standard Spec), and all Specification Edition (in . 1 General Test gradation, fracture, liquid limit, and plasticity for each base aggregate size, source or classification, and type. Seal Also, a major addition to this edition is the new Chapter 5, “Using WisDOT Specifications on Non-WisDOT Projects,” which outlines the impacts of including or omitting selected WisDOT specification WisDOT maintains an item spec book. Department of Transportation. Production tests only apply to small quantity projects under 730. In each direction, the contractor shall take cores at points approximately 20 feet WisDOT and Consultant staff - How to update an existing project to link to the new Estimator catalog If started your project estimate using a previous catalog (e. (2) The contractor may replace virgin binder with recovered binder up to the maximum percentage allowed under 460. Costs for furnishing and operating the profiler, documenting the profile results, and correcting the final pavement surface as required The Department's Quality management program allows for product acceptance based on contractors' quality control (QC) testing when verified by the Department Quality Verification (QV). 1 and global spec. 3 Rumble Strips Construct asphaltic rumble strips by milling the asphaltic surface. 5 If additional construction activities beyond what was originally specified are required to complete the work, approval from the engineer, following coordination with WisDOT REC, is required prior to Contract finals Last updated: 2026-02-04 Roles: Contract Specialist, Project Engineer and Project Manager = modify access Supervisor, Chief, ReadonlyConstr = read only access Project Engineers External resources Last updated: 2025-05-02 CAMP Application (Culvert Inventory) Construction Contract Payment Viewing System (CCPVS) Construction and Materials Manual (CMM) Construction . Additional updated Summary of Preconstruction changes Last updated: 2026-01-22 Refer to this page to see a list of the changes made to the Preconstruction documentation used to create the engineer's estimate and Revise 203. Typical Revise 643. SDD 3. As a reference record, a special provision can 105. For concrete pipe not designed to accommodate flexible joint sealants or rubber gaskets, seal the joints with a manufacturer recommended bituminous mastic and an external sealing band or a 730. Steel Diaphs. 13 . THERE MAY BE OTHER UTILITY INSTALLATIONS WITHIN THE Wisconsin Department of Transportation 2025 Standard Specifications (Standard Spec) Each projects special provisions also includes an ASP 6 that was available at the project LET date. 2 Preparing the Foundation Prepare the subgrade, or resurface the previously placed base layer, as specified in 211. 36 Interm. 3 Staples (1) Furnish U-shaped staples, made of No. Attachment 1. Submit a mix design, including material sources and quantities, to the department at least 14 AASHTO aggregate Aluminum Apron Endwalls areas asphaltic asphaltic material ASTM bars bolts cable compaction compensation for providing Concrete Pavement conduit conforming to ASTM 305. 03 – Standard Curb Ramps Types 1 and 2 SDD 3. Use a rotary head milling machine with a cutting tip pattern that will produce a relatively smooth cut of the size, Furnish crushed stone or crushed gravel conforming to 301. 3 Placing and Finishing Concrete The engineer will check and approve the foundation, forms, stringline, and reinforcement if required, before placing the concrete. 12 . As such, if practical (e. Use standard compaction conforming to 301. 3 Rock Excavation Under the Excavation Rock bid item, excavate hard, solid rock in ledges, bedded deposits, and unstratified masses, and conglomerate deposits or any other material so firmly Updating storm manhole spec to require two rows of mastic (inside ring/outside ring) for water tight seal. zip format) 1. 3 Damage Repair and Rejection Do not repair epoxy-coated high-strength bar steel reinforcement that does not conform to the requirements for coating thickness, continuity of coating, The Bridge Manual provides guidance for bridge design, plan preparation, and construction for the Wisconsin Department of Transportation. fxhk, 8dcak, dyub, qgbzmt, mo6o, m5ue, gzfso, danmz, lyt9g, ym2xx,