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ODOT SUPPLEMENTAL SPECIFICATIONS
-To be used with the 1997 CMS -
last updated: 10/22/03
For the list of updates Click Here
|
NO. |
DATE |
DESCRIPTION - CONSTRUCTION ITEMS |
|
3/23/95 |
Crack and Joint Cleaning and Sealing with Silicone Sealant | |
|
7/19/2002 |
Post Construction Inspection of Storm Sewers and Drainage Structures Designer Note: Add to all jobs that have any 603 Type B or C Storm Sewers or any 604 catch basins or manholes. No other changes are required.. |
|
|
7/19/2002 |
Rubberized Open Graded Asphalt Friction Course Designer Note: Adds the requirements now in S1055 to SS908; use S1056 for acceptance. No pay item changes. |
|
|
11/7/00 |
Rubberized Sand-Asphalt Designer Note: Adds the requirements now in S1055 to SS908; use S1056 for acceptance. No pay item changes. |
|
|
9/9/97 |
Field
Office Designer Note: This replaces Section 619 of the 1997 CMS. |
|
|
4/13/99 |
Fluorescent Yellow Green Reflective Sheeting for School, Bicycle, and Pedestrian Signs (630.04, 730.19) | |
|
7/19/2002 |
Asphalt Undersealing of Existing Concrete Pavement | |
|
6/14/95 |
Grout Subsealing of Existing Concrete Pavement | |
|
6/14/95 |
Correcting Elevation of Concrete Approach Slab and Pavement | |
|
6/2/98 |
Embankment Construction Using Petroleum Contaminated Soil Designer Note: This shall be included on all projects which contain Item 203 as required by Ohio Law. |
|
|
2/22/00 |
Field
Painting of Existing Steel, System OZEU Designer Note: Must also list Supplemental Specification 910. Plans not in CO by 1/1/2001 should use this newer note. The only change from the previous version is to delete the separate bid items for Caulking and Grinding Flanges. |
|
|
4/21/97 |
Item 816 Field
Painting of New Steel, System IZEU Designer Note: Must also list Supplemental Specification 910. |
|
|
2/3/98 |
Rubblize and Roll, Existing Reinforced Concrete Pavement | |
|
2/3/98 |
Cracking and Seating, Existing Plain Concrete Pavement | |
|
6/6/2000 |
Dowel Bar Retrofit Designer Note: To be used at the discretion of the Designer |
|
|
9/14/2001 |
Chip Seal with Polymer Binder Designer Note: No pay item changes. Add SS902 when using. |
|
|
7/19/2002 |
Hot In Place Recycling, Intermediate Course Designer Note: Defined hot in-place recycling; no pay item changes. |
|
|
825* |
7/11/00 |
Crack
Sealing, Hot Applied Designer Note: Must also list Supplemental Specification 925. |
|
7/19/2002 |
Asphalt Concrete with Fibers | |
|
12/14/00 |
Epoxy Pavement Marking Designer Note: No changes in Pay Items |
|
|
7/28/98 |
Heat-Fused Preformed Plastic Pavement Marking | |
|
10/21/98 |
Curbing, Concrete Medians and Traffic Islands | |
|
2/12/2003 |
Temporary Sediment and Erosion Control Designer Note: This supplemental specification 832 will be provided on all projects along with supplemental specification 833. Provide proposal note 205 only as required. |
|
|
2/12/2003 |
OEPA Storm Water Pollution Prevention Plan Permit Designer Note: Final note to be used until OEPA issues final permit |
|
|
12/6/2001 |
Seeding and Erosion Control with Turf Reinforcing Mat Designer Note: This supplemental specification will be used in ditch design for velocity protection. SS 836 may be used when the ditch slope is less than 10 percent and maximum velocities exceed those allowed for Seed, Sod, or Ditch Erosion Protection as shown in Table 1102-1 of the Location and Design Manual. For ditch velocities shown in Section 1102.3.2.A of the manual, the materials specified in SS 836 provide viable alternatives to Rock Channel Protection. |
|
|
3/9/99 |
Liner
Pipe Designer Note: Must also list Supplemental Specification 937. |
|
|
5/6/97 |
Gabions | |
|
6/14/95 |
Seeding and Erosion Control with Revegetation Mat | |
|
7/17/95 |
Seeding and Nylon Fiber Matting | |
|
10/12/99 |
Soluble Reactive Silicate (SRS) Concrete Treatment | |
|
1/6/99 |
Concrete
for Structures Designer Note: This replaces Section 511 of the 1997 CMS. Must also include Supplemental Specification 899. May need Supplemental Specification 865. |
|
|
5/5/98 |
Patching Concrete Structures with Trowelable Mortar | |
|
1/6/99 |
High
Performance Concrete for Structures Designer Note: Must also list Supplemental Specification 954, 842, AND 899. |
|
|
9/9/97 |
Treating
Concrete Bridge Decks with HMWM Resin Designer Note: Must also list Supplemental Specification 954 |
|
|
6/30/98 |
Bridge
Deck Repair and Overlay with Concrete Using Scarification and Chipping Designer Note: This combines MSC and LMC overlays under the same Supplemental Specification - Must designate type of overlay and provide separate pay items for removal of existing Asphalt Overlay and/or Concrete Overlay. Must also list Supplemental Specification 954. |
|
|
6/30/98 |
Bridge
Deck Repair and Overlay with Concrete Using Hydrodemolition Designer Note: This combines MSC and LMC overlays under same Supplemental Specification - Must designate type of overlay and provide separate pay items for removal of existing Asphalt Overlay and/or Concrete Overlay. Must also list Supplemental Specification 954. |
|
|
6/14/95 |
Elastomeric Compression Seals for Structural Steel Joints | |
|
12/14/2000 |
Diamond Grinding Portland Cement Concrete Pavement. Designer Note: Intended for use on existing concrete pavements in need of grinding; purpose is to eliminate joint and fault cracking, and restore proper ride |
|
|
6/6/2000 |
Reinforced Portland Cement Concrete Pavement. Designer Note: Replaces Item 451, Convert plans to SS 851 at earliest discretion. There are no pay item changes. |
|
|
7/11/2000 |
Ultra-Thin Whitetopping Overlay with Steel Fiber Reinforced Concrete Designer Note: For use on flexible pavements only, not composite. Not for use on mainline interstate and interstate lookalike’s. Intended mainly for high stress locations as defined in the High Stress Guidelines, Pavement Design & Rehabilitation Manual, Appendix B. Requires a strong base - the asphalt must be in good condition. Locations with potholes or medium or high severity wheel track cracking are not candidates for ultra-thin whitetopping. Requires good edge support in the form of a concrete curb or concrete gutter or solid asphalt. Locations with edge cracking within about one foot of the edge of the overlay are not good candidates for ultra-thin whitetopping. A minimum of 6 inches of asphalt is required below the ultra-thin whitetopping. |
|
|
7/19/2002 |
Fine Graded Polymer Asphalt Concrete |
|
|
6/30/98 |
Asphalt Treated Free Draining Base | |
|
11/7/2000 |
Stone
Mastic Asphalt Concrete Designer Note: Use criteria are as follows: (1) SMA shall be designed with a minimum 38mm(1.5in) thickness. (2) Only provide for two test strips when SMA tonnage is 2270 metric tons [2500 tons] or more. If less, do not require test strips. (3) Only use SMA intermediate course if current lane B&C trucks is over 2270 metric tons [2500 tons] or stop/start B&C trucks is over 150 at a high stress area. Specify 446 type 2 heavy intermediate course if these conditions are not met. Explanation of 7-11-00 changes: The 11-7-00 changes were intended to transfer requirements from S1055 to SS908, and are as follows: A. Generally, to make all asphalt paving contract documents consistent with revised Supplemental Specification 908 [Performance Grade Binder Requirements], and its terminology; delete references to S1055. B. Change references to 404 to 401. C. Change references to asphalt cement to binder or virgin binder. D. Test data/letter of certification shall be no more than 3 months old. E. Asphalt binder shall meet SS908. F. Substitute PG 70-22M/76-22M for Standard or Heavy SBS Polymer Additive. G. In SS 856 we removed the density table from 856.10 and simply allow the spec to point to 446. There were some pay item changes in SS856 due to these revisions. |
|
|
7/19/2002 |
Asphalt Concrete with Gilsonite Designer Note: 1. Change references from S1055 to SS908. 2. Require that certification be less than 3 month’s old. 3. No pay item changes. |
|
|
11/7/2000 |
Superpave
Asphalt Concrete
Designer Note (for SS 858): Use this specification on all non-warranty projects and 3 yr warranty (SS 1059) projects where the number of trucks (ADT x T24) in the current traffic is 1500 or more; OR the number of trucks (ADT x T24) in the current traffic is 750 or more, AND the project is in a high stress area (see Appendix B of the Pavement Design & Rehab. Manual). This specification cannot be used with 5 and 7 year warranty projects. More detailed discussion concerning proper application of the pay item descriptions is found in the Pavement Design and Rehabilitation Manual, Section 404. Any additional questions should be directed to the Office of Pavement Engineering at 614-995-5990. Pay descriptions contain a reference to maximum aggregate size used in the mix. The size is to be specified in metric units, even on English unit plans. Implementation Note: The Superpave Specification Item 858 will be used on all appropriate plans scheduled to sell on or after July 1, 2001. All General Summary references must be changed to reflect the intended Item Description. In addition to the necessary changes to the General Summary, a Plan Note can be used to modify the pay item descriptions, typical sections, and sub-summaries; or if time permits the plans can be modified. The following Plan Notes are provided: Item 858 Asphalt Concrete Surface Course, 12.5 mm, Type __* (446) All references to Item 446 Asphalt Concrete Surface Course, Type 1H, have been changed in the General Summary to read Item 858 Asphalt Concrete Surface Course, 12.5 mm, Type ___ (446). Item 858 Asphalt Concrete Surface Course, 12.5 mm, Type __* (448) All references to Item 448 Asphalt Concrete Surface Course, Type 1H, have been changed in the General Summary to read Item 858 Asphalt Concrete Surface Course, 12.5 mm, Type ___ (448). Item 858 Asphalt Concrete Intermediate Course, 19 mm, Type __* (446) All references to Item 446 Asphalt Concrete Intermediate Course, Type 2, PG64-28 have been changed in the General Summary to read Item 858 Asphalt Concrete Intermediate Course, 19 mm, Type ___ (446). Item 858 Asphalt Concrete Intermediate Course, 19 mm, Type __* (448) All references to Item 448 Asphalt Concrete Intermediate Course, Type 2, PG64-28 have been changed in the General Summary to read Item 858 Asphalt Concrete Intermediate Course, 19 mm, Type ___ (448). Item 858 Asphalt Concrete Intermediate Course, 9.5 mm, Type __* (448) All references to Item 448 Asphalt Concrete Intermediate Course, Type 1, PG64-28 have been changed in the General Summary to read Item 858 Asphalt Concrete Intermediate Course, 9.5 mm, Type ___ (448). Designer Note (for Item 858 Plan Note): Type ___* must specify the aggregate gradation bands. Use either "A" or "B" – see Pavement Design & rehabilitation Manual, Section 404.2 |
|
|
7/19/2002 |
Asphalt Concrete with Verglimit | |
|
10/12/99 |
Structural
Steel Members Designer Note: This replaces Section 513 of the 1997 CMS. |
|
|
7/11/00 |
Sealing of Concrete Surfaces Designer Note: This new Supplemental Specification 864, Sealing of Concrete Surfaces, replaces existing Proposal Note 516-84 by October 1, 2001. Used whenever concrete surfaces, either existing or new, are to be sealed. The limits of sealing are to be shown in the plans. The designer is allowed the option of either specifying a specific type (not brand) of sealer or leaving the choice up to the Contractor. The designer should coordinate this with the owner of the structure. The designer should be aware that the Bridge Design Manual has specific guidance as to which types of sealers are to be used and where their use is acceptable. Questions regarding this note should be directed to Mr. Brad M. Fagrell in the Office of Structural Engineering at 614-752-9963. |
|
|
2/22/00 |
Prestressed
Concrete Bridge Members Designer Note: This replaces Section 515 of the 1997 CMS. Must also include Supplemental Specification 842 and 899. |
|
|
3/27/2001 |
Seeding
and Mulching Designer Note: Use SS870 in lieu of CMS 659 on all projects with seeding and mulching. See Location and Design Manual, Volume 3, Plan Note E101 (dated April 20, 2001) for guidance on estimating seeding and mulching pay item quantities. |
|
|
7/19/2002 |
Ultrathin Bonded Asphalt Concrete
Designer Note: A This product is intended to be used for pavement preventive maintenance but may have other applications as well. B This product uses a high angularity aggregate to provide rut resistance. The product is gap graded to allow for more top size stone contact and to provide a higher binder content for durability. The emulsion prior to hot mix application provides sealing of the old surface and adhesion of the 5/8 inch hot mix gap graded layer. C The pavement on which this process is applied should be in suitable condition with few significant defects. In general, following the guidance of the Preventive Maintenance policy for application will suffice. D Do not crack seal within 1 year prior to constructing this item. E No special maintenance of traffic considerations. F Requires inclusion of SS 902 for polymer emulsion. |
|
|
4/13/99 |
Temporary
Sediment and Erosion Control Designer Note: This replaces section 207 of the 1997 CMS. Must also include Standard Construction DM-4.3 and/or DM-4.4 as applicable |
|
|
6/6/2000 |
Rock
Blasting Designer Note: : This replaces Rock Blasting Section 203 of the 1997 CMS. There are new pay items for Presplitting and Hydrologist. |
|
|
11/7/00 |
Asphalt
Concrete with Warranty |
|
|
7/13/99 |
Micro-Surfacing with Warranty | |
|
9/14/2001 |
Chip Seal with Warranty Designer Note: No pay item changes. Add SS 902 when using. |
|
|
3/27/2001 |
Crack Sealing, Hot Applied with Warranty Designer Note: [1] In September 1999 Supplemental Specification 825 was updated to include warranty requirements. [2] In July 2000 the warranty requirements were removed from SS825 to facilitate adding these requirements to the new spec book.[3] At this time we are creating new Supplemental Specification 883, Crack Sealing, Hot Applied with Warranty. Conventional crack sealing projects should use the July 2000 version of SS825; crack sealing projects with warranty should use new SS883. [4] Continue to specify SS925 for the material requirements. |
|
|
9/14/1999 |
Concrete
Pavement with Warranty Designer Note: Must also list Supplemental Specification 899, 812 and 813. |
|
|
8/10/1999 |
Field Painting of Existing Steel with Warranty The
Department is phasing out this Warranty Specification. |
|
|
2/27/2001 |
Hot
In-Place Recycling with Warranty Designer Note: Must also list Supplemental Specification 908. Defined hot in-place recycling; no pay item changes. |
|
|
3/28/2000 |
Pavement Markings with Warranty The Department is phasing out this Warranty Specification. |
|
|
9/14/99 |
Sawing and Sealing Asphalt Concrete Pavement Joints with Warranty The Department is phasing out this Warranty Specification. |
|
|
9/14/99 |
Bridge Deck Concrete Overlays with Warranty The
Department is phasing out this Warranty Specification. |
|
|
10/12/99 |
Class
S Concrete for New Bridge Decks with Warranty Designer Note: Must also list Supplemental Specification 842, 848 and 846. |
|
|
10/12/99 |
High
Performance Concrete for New Bridge Decks with Warranty Designer Note: Must also list Supplemental Specification 844. |
|
|
10/21/98 |
Concrete
- General Designer Note: This replaces Section 499 of the 1997 CMS |
|
|
NO. |
DATE |
DESCRIPTION - MATERIALS |
|
6/14/95 |
Wet Bottom Steam Boiler Slag | |
|
7/19/2000 |
Polymer Binder for Chip Seal Designer Note: Use with SS 821 and 882. New 422 in 2002 CMS | |
|
4/1/98 |
Open
Hearth and Basic Oxygen Furnace Steel Slag Aggregate Used for Items 203,
304, 306, 307, 410, 411, 617, 503, or 603 Designer Note: Include this on ALL Projects which contain 203, 304, 306, 307, 410, 411, 617, 503, or 603. |
|
|
5/5/98 |
Antistrip
Additive for Asphalt Concrete Designer Note: Include this on ALL Projects which contain 302, 402, 403, 404, 446, 448, or any other asphalt concrete mixes. |
|
|
10/18/2002 |
Sulphur
Leachate Test for Air Cooled Blast Furnace Slag for Acceptance of Items
203, 304, 306, 307, 503, 603, and S.S.855 Asphalt Treated Free Draining
Base) Designer Note: Include this on ALL Projects which contain 203, 304, 306, 307, 503, 603, and S.S. 855 (Asphalt Treated Free Draining Base). |
|
|
11/7/00 |
Performance
Grade (PG) Binder Requirements Designer Note: Include this on ALL projects which contain asphalt concrete. |
|
|
7/11/00 |
OZEU Structural Steel Paint Designer Note: Used with SS 815, Field Painting of Existing Steel, System OZEU |
|
|
7/10/97 |
Plastic Supports for Reinforcing Steel | |
|
9/14/99 |
Hot Applied Crack Sealing Material | |
|
6/14/95 |
Self-Lubricating Bronze Bearing Plates | |
|
10/2/96 |
Gray Iron and Ductile Iron Castings for Manholes, Catch Basins, and Inlets | |
|
3/9/99 |
Polyethylene Liner Pipe | |
|
6/14/95 |
Wood Fiber Mulching Material | |
|
6/14/95 |
Preformed Polychloroprene Elastomeric Joint Seals for Structural Steel Joints | |
|
6/14/95 |
Latex for Concrete Modification | |
|
9/9/97 |
High Molecular Weight Methacrylate (HMWM) Resin | |
|
10/21/98 |
Conflict Monitors for Use with 170E and 2070 Controllers/Cabinets | |
|
6/6/00 |
Fiber Reinforced Polymer (FRP) Dowel Bars | |
|
NO. |
DATE |
DESCRIPTION - Miscellaneous Requirements and Methods of Test |
|
9/14/2001 |
Approval and Testing of Air Entraining Agents and Chemical Admixtures for Concrete | |
|
8/14/95 |
Microfilm of Shop Drawings | |
|
8/14/95 |
High Voltage Direct Current Test Procedure | |
|
8/14/95 |
Method of Test for Sieve Analysis of Fine and Coarse Aggregates (AASHT0 Method T 27 Modified) | |
|
4/19/2002 |
Sieve Analysis of All Materials for Use in Items 304, 411, 603 Type-1, Type-2 and 617 | |
|
8/14/95 |
Plastic Limit Determination of Soil- Aggregate Materials for Use in Items 304, 310, 411, and 617 | |
|
9/1/98 |
Testing of Agricultural Liming Materials - 659.02 | |
|
1/11/00 |
Method of Test for Glass Beads (740.10 and Special Gradations) | |
|
8/14/95 |
Method of Test Weight of Coating on Zinc- Coated (Galvanized) or Aluminum-Coated Iron or Steel Articles | |
|
6/6/2000 |
Asphalt Concrete Mixing Plants Designer Note: Required by PN 402-00. Item 402 in 2002 CMS | |
|
2/22/2000 |
ODOT Revision to AASHTO/AWS Bridge Welding Code D1.5-95 | |
|
8/15/95 |
Method of Test for Rubber Compound | |
|
8/15/95 |
Methods of Testing Asphalt Emulsions | |
|
8/15/95 |
Methods of Testing Cut-Back Asphalt Emulsions | |
|
8/15/95 |
Method of Test for Loss of Ignition of Top Soil | |
|
8/15/95 |
Method of Test for Clay Lumps in Aggregate | |
|
8/15/95 |
Method of Testing Joint Sealants, Hot-Poured, for Concrete and Asphalt Pavements | |
|
11/1/2001 |
Certification Procedure for Corrugated Metal Pipe |
|
|
11/2/95 |
Driveable Flexible Delineator Post Prequalification Procedure | |
|
8/15/95 |
Method of Test for Determination of the Percent of Fractured Pieces in Gravel | |
|
8/15/95 |
Method of Test for Determination of the Percent of Fractured Pieces in Gravel | |
|
7/19/2002 |
Certification Procedure for Agricultural Seed | |
|
12/8/1995 |
Making and Testing Concrete Beams | |
| 1024 | 11/7/2000 |
Method of Testing Coarse Aggregates to Determine Susceptibility to D-cracking |
|
12/7/95 |
Method of Test for Deflection of Light Poles | |
|
3/28/00 |
Fly Ash Certification Procedure | |
|
3/28/00 |
Cement Certification Procedure | |
|
9/9/97 |
Method of Test for Determining the Percentage of Deleterious Materials in Coarse Aggregate | |
|
8/15/95 |
Method of Test for Acid-Insoluble Residue in Fine Aggregate | |
|
8/15/95 |
Method of Test for Determining Specific Gravity and Percent Absorption for Coarse and Fine Aggregate | |
|
3/26/96 |
Bituminous Material Certification Procedure | |
|
11/2/95 |
Testing Requirements for Solid State Traffic Signal Control Equipment | |
|
8/15/95 |
Precast Concrete Certification Procedure | |
|
8/15/95 |
Field Sampling Asphalt Concrete | |
|
9/22/95 |
Method of Test for Determination of Percent Air Voids in Compacted Dense Bituminous Paving Mixtures | |
|
8/15/95 |
Method of Test for Determination of Percent Voids in the Mineral Aggregate (VMA) in Compacted Bituminous Paving Mixtures | |
3/4/80 |
Quantitative Extraction of Bitumen from Bituminous Paving Mixtures | |
|
8/15/95 |
Method of Test for Mechanical Analysis of Extracted Aggregate | |
|
8/15/95 |
Determination of Statistical Outliers | |
|
5/6/97 |
Bituminous Concrete Mix Design and Quality Control Program | |
|
11/1/2001 |
606 Guardrail Certification Program | |
|
12/16/97 |
Calibration and Test Procedures for Use of Asphalt Concrete Nuclear Gauges | |
|
1/11/00 |
Mix Design Method for Bituminous Aggregate Base | |
|
10/21/98 |
Use of Fly Ash in Concrete Bridge Deck Overlays | |
|
7/2/96 |
Vehicular Signal Lamps Prequalification Procedure (732.041) | |
|
1/6/99 |
Pavement Marking Materials Field Service Testing Procedure | |
|
9/9/97 |
Loop Detector Sealant Prequalification Procedure | |
|
2/3/98 |
Reflective Sign Sheeting Prequalification Procedure (730.18, 730.19, 730.191, 730.192) | |
|
9/22/95 |
Resistance of Compacted Bituminous Concrete to Moisture Induced Damage | |
|
9/22/95 |
Determination of Methylene Blue Adsorption Value of Mineral Aggregate Fillers and Fines | |
|
9/22/95 |
Storage and Introduction of Antistrip Additives into an Asphalt Concrete Plant | |
|
3/26/96 |
Test Method for Determination of Asphalt Content by the Ignition Method | |
|
6/15/1999 |
Requirements for Producing A Polymer Modified Asphalt Concrete | |
|
11/7/00 |
Bituminous Concrete Quality Control and Acceptance Designer Note: The changes to transfer requirements from S1055 to SS908 are as follows: A. Generally, to make all asphalt paving contract documents consistent with revised Supplemental Specification 908 [Performance Grade Binder Requirements], and its terminology; delete references to S1055. B. Change references to 404 to 401. C. Change references to asphalt cement to binder or virgin binder. D. Acceptance will be in accordance with Supplement 1056. E. Test data/letter of certification shall be no more than 3 months old. F. Asphalt binder shall meet SS908. G. Substitute PG 70-22M/76-22M for Standard or Heavy SBS Polymer Additive. H. Another important change is the SMA spec SS 856. Since we are changing the 446 density specification, we removed the density table from 856.10 and simply allow the spec to point to 446. |
|
|
5/5/98 |
Loaded Wheel Tester Asphalt Mix Rut Testing Method | |
|
4/13/99 |
Surface Smoothness Requirements | |
|
9/14/2001 |
Asphalt Concrete Surface Course Warranty Requirements | |
|
9/14/2001 |
Tank Car and Tank Truck Volume Calculations Of Asphalt Materials from Net Weights | |
|
4/13/1999 |
Testing Procedures for Raised Pavement Marker Materials | |
|
4/16/96 |
Signal Construction Personnel Requirements (631, 632, 633) | |
|
5/6/97 |
Procedures for Rigid Pavement Thickness Determination | |
|
9/1/98 |
Method of Test for Distillate Fuels | |
|
11/1/2001 |
607 Fence Certification Program | |
|
11/1/2001 |
Reinforcing Steel and Welded Wire Mesh Certification Program | |
|
2/8/2002 |
Prequalified Aggregate Supplier Program | |
|
7/17/96 |
Quick Setting Concrete Mortar (705.21) Field Service Testing | |
|
5/6/97 |
Quality Control Requirements for Steel Slag Aggregate Producer/Processors | |
|
11/1/2001 |
Certification Procedure for Pressure Treated Lumber | |
|
7/19/2002 |
Precast Concrete Certification Program Designer Note: Requires certification of precast box culverts, three-sided or conspan units, manhole components, temporary barriers, etc.; will be implemented by new PN509-00 later in 2001 |
|
|
2/12/2003 |
Concrete Pipe Certification Program | |
|
4/19/2002 |
Testing Procedures for U-Channel Sign Posts | |
|
5/6/97 |
Requirements for High Strength Steel Bolts, Nuts and Washers (711.09) | |
|
7/10/97 |
Testing and Acceptance of Plastic Supports for Reinforcing Steel | |
|
1/10/2002 |
Recycled Raised Pavement Markers (RPMs)
Authorization and Transfer Slip DESIGNER NOTE: Proposal Note 620 Required. |
|
|
1/10/2002 |
In Place Gradation Sampling |
* Approved only on project by project basis for Federal-aid contracts. (Requires prior approval by FHWA except 825 Type 1)