Publisher profile
Indiana Department of Transportation (INDOT)
Applies to: Indiana, United States
Is this your organization? Raise a concern or correction
General provisions
Item standards
- E 105-RBCL-01Method for Determining Quantities within Structure Limits
- E 205-TECD-01Temporary Erosion Control Index Sheet
- E 205-TECD-02Temporary Inlet Protection, Filter Sock
- E 205-TECD-03Temporary Inlet Protection, Gravel Ring
- E 205-TECD-04Temporary Inlet Protection, Filter Bag Insert
- E 205-TECD-05Temporary Curb Inlet Protection
- E 205-TECD-06Temporary Check Dam, Revetment Riprap
- E 205-TECD-07Temporary Check Dam, Traversable, Low Profile
- E 205-TECD-08Temporary Check Dam, Traversable
- E 205-TECD-09Temporary Sediment Trap
- E 205-TECD-10Perimeter Protection, Filter Sock
- E 205-TECD-11Perimeter Protection, Silt Fence
- E 205-TECD-12Temporary Erosion Control Perimeter Construction Entrance
- E 205-TECS-01Temporary Interceptor Ditch
- E 205-TECS-02Temporary Slope Drain (E 205-TECS-02)
- E 205-TECS-03Temporary Slope Drain (E 205-TECS-03)
- E 205-TECS-04Temporary Erosion Control Slope Diversion Interceptors
- E 211-BFIL-01Part Plan for Flared Wings
- E 211-BFIL-02Flared Wings Typical Cross Section
- E 211-BFIL-03Backfill Placement Interior Bent or Pier
- E 211-BFIL-04Backfill Placement Behind End Bent Beam or Girder Structure
- E 211-BFIL-05Backfill Placement Behind End Bent Reinforced-Concrete Slab Bridge
- E 303-STRW-01Shoulder Treatment for Resurfacing Work
- E 306-TMPT-01HMA-Pavement Wedging & Transition Milling
- E 400-PTRN-01Existing PCCP to New HMA Pavement
- E 500-PTRN-01Existing HMA Pavement to New PCCP
- E 500-PTRN-02Existing Composite Pavement to New PCCP
- E 500-PTRN-03Existing Composite Pavement to New Thicker PCCP
- E 500-PTRN-04Existing PCCP to New PCCP
- E 502-NVUF-01Pavement Section (E 502-NVUF-01)
- E 503-BATJ-01Terminal Joint Index and General Notes
- E 503-BATJ-02Terminal Joint, Type PCCP
- E 503-BATJ-03Terminal Joint, Type HMA
- E 503-CCPJ-01PCCP Joints Index
- E 503-CCPJ-02Sawed Joints and Joint Sealant
- E 503-CCPJ-03D-1 Contraction Joint Details
- E 503-CCPJ-04Transverse Contruction Joint Details
- E 503-CCPJ-05Longitudinal Joint Details
- E 506-CCPP-01Concrete Pavement Patching Index and General Notes
- E 506-CCPP-02Tie Bar Alignment and Saw Cut Tolerances
- E 506-CCPP-03Saw Cut Removal Details
- E 506-CCPP-04Retrofit Transverse Joint Details
- E 506-CCPP-05Patch Length >= 6' and <= 20'
- E 506-CCPP-06Patch Length > 20'
- E 507-RLTC-01Retrofit Dowel Slot and Bar Details
- E 507-RLTC-02Retrofit Load Transfer for Load
- E 509-CCJR-01Joint Repair Index and General Notes
- E 509-CCJR-02Longitudinal Joint Repair, Partial Depth
- E 509-CCJR-03Transverse Joint Repair, Partial Depth
- E 509-CCJR-04Joint Repair, Bottom Half
Reference only. Always verify before you specify.
This directory is compiled from publicly available sources and may contain errors, omissions, or out-of-date entries. FieldWorks does not publish, approve, certify, or endorse any standard or product; approval listings are reproduced from the issuing authority's own published lists. Confirm the current edition with the publisher or authority before relying on it in a contract, and use the flag buttons in the directory to report anything that looks wrong. Use of the directory is subject to our Terms of Service, including the prohibition on bulk extraction and automated scraping.
Put this standard to work.
This same search is built into the FieldWorks Item Specification Composer, where a pick becomes a tender item with the reference, unit, and special provision already wired.
