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ODOT PROPOSAL NOTES, SUPPLEMENTAL SPECIFICATIONS, and SUPPLEMENTS
to be used with the 2008 C&MS
Last updated: 07/11/08
For the list of updates and older
specification links Click Here
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( PN 0-100 are Maintained by the Office of Contract Sales) |
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NO. |
DATE |
DESCRIPTION - CONSTRUCTION ITEMS |
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~ 103 |
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VALUE ENGINEERING CHANGE PROPOSAL -
CONSTRUCTION COSTS Designer’s Note: This note should be included on all projects that do not have PN 104. This note shall not be used along with PN 121, PN 123, PN 124, PN 125 or PN 126 For additional information on the policy and application of this note contact the Office of Construction Administration at (614)466-4788. |
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~ 104 |
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VALUE ENGINEERING CHANGE PROPOSAL -
CONSTRUCTION COSTS Designer’s Note: This note may be included on major bridge, major new, and four or more lane divided projects. Projects which have an Incentive/Disincentive clause, or which use A plus B bidding or Lane Rental are not eligible for Value Engineering Change Proposals for time savings. Close consideration of the project completion date must be made when selecting this note. This note shall not be used along with PN 120, PN 121, PN 123, PN 124, PN 125 or PN 126. The District Production Administrator shall determine when this note is necessary. For additional information on the policy and application of this note contact the Office of Construction Administration at (614)466-4788. |
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~ 105 |
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CRITICAL Designer’s Note: This note may be used for projects whose duration is less than one year and whose cost is between $1 million and $5 million, or as may otherwise be appropriate. The Critical Path Method Progress Schedule is now a contract pay item as per Section I of the note and is shown in the construction plan General Summary. It is recommended that this note be used for the projects described above where PN 120, PN 121, PN 122, PN 123, PN 124, PN 125 or PN 130 are specified. Any questions should be addressed to Clint Bishop in the Office of Construction Management [614-387-1164]. |
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~ 106 |
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ENVIRONMENTAL MITIGATION BAR CHART SCHEDULE Designer’s Note: The Environmental Mitigation Bar Chart Schedule should be specified on those mitigation projects (stream and /or wetland) where it is desirable for ODOT to have a defined concept of the Contractor's logic in the performance of the mitigation work. The Environmental Mitigation Bar Chart Schedule shall be specified when: 1. The duration of the mitigation project exceeds 90 days, and 2. The dollar value of the mitigation project is $250,000 or greater |
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~ 107 |
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CRITICAL Designer’s Note: This note should be used for projects whose cost is greater than $5 million; which have more than 3 phases; or, as may otherwise be appropriate. The Critical Path Method Progress Schedule is now a contract pay item as per Section G of the note and is shown in the construction plan General Summary. This note may be used when PN 120, PN 121, PN 122, PN 123, PN 124 are specified. Any questions should be addressed to the Division of Construction Management [614-387-1164].. |
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~ 108 |
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DISPUTE REVIEW BOARD Designer's Note: This note should be considered for use on all
projects over $20,000,000 and/or of a highly technical nature. Do not use PN 109 – Dispute
Resolution and Administrative Claim Process if this note is used. Any questions on this note should be directed to the
Division of Construction Management at 614-466-3957. In
all cases consultation must be made with the
Division of Construction Management prior to a final determination. |
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~ 109 |
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Dispute
Resolution Designer's Note: For use with the 2008 C&MS. This note must be used on all projects, except for those projects that use PN 108 – Dispute Review Board Process. Any questions on this note should be directed to the Division of Construction Management at 614-466-3957. |
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~ 110 |
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Escrow
Designer's Note: This note should be considered for use on all projects over $30,000,000 and/or of a highly technical nature. In all cases consultation must be made with the Division of Contract Management prior to a final determination. Any questions on this note should be directed to the Division of Contract Management [614-644-8390]. |
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~ 120 |
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Designer’s Note: This note shall be used on projects selected
according to the Innovative Contracting Manual. |
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~ 121 |
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INCENTIVE/DISINCENTIVE CONTRACT Designer’s Note: This note shall be used on projects selected
according to the Innovative Contracting Manual. |
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~ 123 |
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LUMP SUM MINUS CONTRACT Designer’s Note: This note shall be used on projects selected
according to the Innovative Contracting Manual. |
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~ 124 |
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SPECIAL CLAUSES FOR CALENDAR DAYS OF
CONTRACT TIME FOR OPENING TO UNRESTRICTED TRAFFIC: A+B
BIDDING Designer’s Note: This note shall be used on projects selected according to the Innovative Contracting Manual. Do not include a contract completion date as this introduces conflicting information into the proposal. Modifications are ONLY
allowed in designated areas: 1. Description of what has to be open to unrestricted traffic [Default: Project] 2. Line and page number of Part B in proposal 3. Maximum Calendar Days 4. Daily Disincentive 5. Additional Calendar days for completion 6. Possible start date window 7. Maximum incentive amount |
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~ 125 |
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A + B Bidding with Multiple Sections
Designer’s Note: This note is intended to motivate the Contractor to complete the work or a critical portion of the work on or ahead of schedule. It allows the Department to compensate a Contractor a fixed amount of money for each time period the identified critical work is completed ahead of schedule and assess a deduction for time period the Contractor overruns the completion date. This note san be used for single, or multiple phase projects |
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~ 126 |
1/18/2008 |
REVISIONS TO THE C&MS
FOR DESIGN BUILD PROJECTS Designer’s Note: This note must be used on
all projects using the 2008 Construction and Materials Specifications |
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~ 127 |
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Designer’s Note: This note shall be used on projects selected
according to the Innovative Contracting Manual. |
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~ 128 |
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UNAUTHORIZED Designer’s Note: This note shall be used on projects selected
according to the Innovative Contracting Manual. |
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~ 129 |
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WINDOW CONTRACT Designer’s Note: This note shall be used on projects selected
according to the Innovative Contracting Manual. |
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~ 130 |
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Extension to the Completion Date for Weather Designer’s Note: To be used with approval of the Central Office Construction for multiple year projects (two or more construction seasons), and projects with CPM schedules and more than $10 million. Contact the Division of Construction Management at (614) 466-3598. |
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~ 200 |
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Restrictions on use of future mitigation
parcels located outside of the Project Designer’s Note: under development |
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~ 250 |
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(under development) Designer’s Note: |
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Asphalt Pavement Longitudinal Joint Construction Designer’s Note: This proposal note is intended to evaluate the effectiveness of a wedge joint in asphalt construction. It can be used with either 446 or 448 applications. Only use this proposal note with the approval of the Asphalt Engineer of the Office of Materials Management. |
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~ 416 |
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DESIGN REQUIREMENTS FOR PLANT MIX
PAVEMENTS (HEAVY) Designer’s Note: Use this note on all projects having 301, 424, 446, 448, SS 826 or SS 857, where the number of trucks (ADT x T24) in the current traffic is 1500 or more. If the project is in a mining or manufacturing area where there will be loaded coal, gravel, stone, steel, etc. trucks making starting, stopping, or turning movements creating higher stresses in the pavement, use 750 trucks for the threshold of "Heavy". Questions concerning this note should be directed to the Office of Pavement Engineering 614-995-5990. |
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~ 417 |
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DESIGN REQUIREMENTS FOR PLANT MIX
PAVEMENTS (MEDIUM) Designer’s Note: Use this note on all projects having 301, 424, 446, 448, SS 826 or SS 857, where the number of trucks (ADT x T24) in the current traffic is 50 to 1499. If the project is in a mining or manufacturing area where there will be loaded coal, gravel, stone, steel, etc. trucks making starting, stopping, or turning movements creating higher stresses in the pavement, use 50 to 749 trucks as the criteria for "Medium". Questions concerning this note should be directed to the Office of Pavement Engineering 614-995-5990. |
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~ 418 |
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DESIGN REQUIREMENTS FOR PLANT MIX
PAVEMENTS (LIGHT) Designer’s Note: Use this note on all projects having 301, 424, 446, 448, SS 826 or SS 857, where the number of trucks (ADT x T24) in the current traffic is less than 50. Questions concerning this note should be directed to the Office of Pavement Engineering 614-995-5990. |
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~ 419 |
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DESIGN REQUIREMENTS FOR Designer’s Note: Use this note on all projects having 301, 424, 446, 448, SS 826, or SS 857 when the project includes sections of roadway where different traffic volume designs should be specified. Fill in Blank (1) with Heavy, Medium, or Light. Fill in Blank (2) with Part or Route numbers. Use a Heavy Traffic designation where the number of trucks (ADT x T24) in the current traffic is 1500 or more or if the project is in a mining or manufacturing area where there will be loaded coal, gravel, stone, steel, etc. trucks making starting, stopping or turning movements creating higher stresses in the pavement, use 750 trucks for the threshold of "Heavy." Use a Medium Traffic designation where the number of trucks (ADT x T24) in the current traffic is 50 to 1499 or if the project is in a mining or manufacturing area where there will be loaded coal, gravel, stone, steel, etc. trucks making starting, stopping, or turning movements creating higher stresses in the pavement, use 40 to 749 trucks as the criteria for "Medium." Use a Light Traffic designation where the number of trucks (ADT x T24) in the current traffic is less than 50. Questions concerning this note should be directed to the Office of Pavement Engineering 614- 995-5990. |
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~ 420 |
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SURFACE SMOOTHNESS REQUIREMENTS FOR PAVEMENTS Designer’s Note: This note should be used on all paving projects
when: 1. The project is at least 1 centerline mile (1.6 km) long (both
divided and undivided highways); 2. The design speed
is 50 miles per hour (80 km/h) or greater; and one of the following applies:
(a). The total new pavement thickness is equal to or greater than 2.25 inches
(57 mm) without planing the existing surface and at
least two courses are specified or. (b). The total
new pavement thickness is equal to or greater than 2.25 inches (57 mm) with planing, at least two courses are specified |
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~ 461 |
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Night Paving using Material Transfer Device
Designer’s Note: Only use this note for night paving projects over 1 lane mile in length and where the designer and District have determined an Material Transfer Device can be used. Questions regarding this note should be directed to: Office of Construction Administration (614-644-6622) Dave Powers - Office of Materials Management (614-275-1387) |
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~ 463 |
4/20 |
JOINT REPAIR USING RAPID STRENGTH CONCRETE WITH MATURITY TESTING Designer’s Note: This proposal note may be used for night paving projects where item 255 is required. This note is also intended to replace 499 FS concrete and is recommended where item 255 has a critical time limit but the repair is intended to have long life. If there are questions on it’s use or application contact Office of Construction Administration (614-644-6622). Use the pay item: Full Depth Pavement Removal and Rigid Replacement, With Maturity, As Per Plan. |
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~ 470 |
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Thin Lift Asphalt Surface Smoothness Requirements
Designer’s Note: Use this proposal note for all night paving projects where PN 420 cannot be used. PN 420 is limited to minimum of 2 1/4 inches (58 mm) of pavement thickness. Use this note for other than night paving projects where smoothness is required by the District and PN 420 cannot be used. This note can apply to asphalt pavements on projects where the total pavement being constructed is 2 1/4” (58 mm) or less. Projects where this note may not be desired are projects with legal speeds less than 40 mph, projects with numerous intersections, small projects of less than 1 lane mile in length or projects with special nighttime time restrictions and traffic making obtaining smoothness data impractical. If there are questions on its use or application contact Office of Construction Administration (614-644-6622) Dave Powers - Office of Materials Management (614-275-1387) |
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~ 511 |
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ITEM SPECIAL - PATCHING Designer’s Note: Intended for use where spot patching of an existing
concrete bridge deck overlay is performed instead of replacing the entire
existing overlay. Micro-Silica Modified Concrete is used regardless of the composition of the existing
concrete overlay. This repair, as any patch, should be
considered a short term fix. This fix is better than
the use of cold patch or other asphalt material as the asphalt material gives
the salt laden water a location to continue to pond on the concrete and help
keep the corrosion process active. Questions regarding this note should be directed to the Office of Structural Engineering at 614-466-3893. |
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~ 512 |
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ITEM SPECIAL - PATCHING CONCRETE BRIDGE
DECKS Designer’s Note: Intended for use where spot patching of an existing concrete bridge deck is performed instead of placing a new overlay over the entire existing deck. The method of patching must be selected from the note and included on the pay item description. Questions regarding this note should be directed to the Office of Structural Engineering at 614-466-3893. |
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~ 520 |
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Designer’s Note: This note is to be used on all projects that contain any category of work listed in Table A-1 of this proposal note. Questions regarding this note should be directed to the Office of Construction Administration at 614-387-2173. |
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~ 525 |
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STEEL PRICE ADJUSTMENT Designer’s Note: For use on all projects that require steel of the types listed in the note |
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~ 527 |
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ITEM 515 - HIGH EARLY STRENGTH KEYWAY
GROUT FOR PRESTRESSED/POST-TENSIONED CONCRETE
MEMBERS Designer’s Note: Standard Bridge Drawing PSBD-1-93, on sheet 1 of 4, requires that a different mortar be used when traffic (either construction or normal vehicle) will be on the beams within seven days of grout placement or when part-width construction is being used. Reference is made in the drawing to a proposal note for the specifications regarding the mortar to be used under these circumstances. Proposal Note 527 is the note that is referenced and must be included in the contract documents on all projects where the before mentioned standard bridge drawing is used. Questions regarding this note should be directed to the Office of Structural Engineering at 614-466-3893. |
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~ 530 |
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Item - Under Development Designer’s Note: |
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~ 531 |
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ITEM 511.11 ANTI-WASHOUT ADMIXTURE FOR
UNDER WATER CONCRETING/GROUTING Designer’s Note: This note is only used when concrete is placed directly under water. This note is rarely used. It is not used in conjunction with the construction of drilled shafts. This note should not be automatically used by the designer since the placement of structural concrete under water is only allowed by permission of the Department. This note should only be used after consultation with and approval by the Office of Structural Engineering. Questions regarding this note should be directed to the Office of Structural Engineering at 614-466-3893. |
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~ 621B |
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SIGNAL MAINTENANCE PERSONNEL
REQUIREMENTS (632, 633) Designer’s Note: This note will be included in all signal maintenance plans and other electrical traffic control device maintenance contracts where more than one crew is required to perform work when items 632 or 633 are called out. |
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~ 623 |
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Providing
Electronic Equipment for Construction Layout Designer’s Note : The Districts that want this equipment provided to their projects for grade checking and quantity verification should include this note in the contract documents. It is recommended that all large projects include this note. Provide 16 hours of technical assistance in the contract. Normally only one electronic equipment is required. If you have any questions contact Office of Construction Administration at 614-644-6638. |
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~ 651 |
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HERBICIDAL PRODUCT Designer’s Note : Use this note for any projects which include Herbicidal Spraying. Herbicidal Spraying may be listed separately on the General Summary as an Item Special; or it may be included in other items, for example, Item 209 - Linear Grading. |
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~ 660 |
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Asbestos Abatement (Under development) Designer Note: Under development |
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~ 860 |
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GUARANTIES Designer Note: This note should be used to extend the completion date for repair of equipment that is supplied under warranty or guarantee. This note is generally used with equipment related items such as 625, 631, 632 and 633. It is not associated with pavement or pavement marking warranties. |
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NO. |
DATE |
DESCRIPTION - CONSTRUCTION ITEMS |
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7/18/2008 |
REVISIONS TO THE 2008 CONSTRUCTION Designer’s Note: This Supplemental Specification must be used on all projects using the 2008 Construction and Materials Specifications. District production should include SS800-2008 on the plan title sheet with the date that corresponds to the quarterly standard release date at the time of duplication and advertising (about 5 weeks prior to letting date): http://www.dot.state.oh.us/drrc/ |
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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. |
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Rubberized Open Graded Asphalt Friction Course Designer Note: A. Use where surface water drainage is a concern, a high skid condition exists or it is desired to control sound in abnormally high sound problem areas. B. This product uses only air cooled slag so check on availability and cost for your area. C. Use a 0.75 inch lift on an existing or new 446 or 448 Type 1 or 442 9.5 or 12.5mm asphalt course. D.Do not apply over milled surfaces. Apply over existing surfaces that have sound aggregate and no visual evidence of stripping. E. When selecting for use be careful if applying in low tonnage applications. The best production product is achieved in production of at least 300 tons. F. No special maintenance of traffic considerations. |
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Fiber Optic Cable For Traffic Signal Interconnet Designer Note: |
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805 |
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To be developed Designer Note: To be developed |
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806 |
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Dynamic Message Signs (Under development) Designer Note: To be developed |
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807 |
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Closed Circuit Television (CCTV) Pole (Under development) Designer Note: To be developed |
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808 |
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Closed Circuit Television Camera System (Under development) Designer Note: To be developed |
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809 |
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Ramp Metering Station (Under development) Designer Note: To be developed |
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810 |
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Radar Detection System (Under development) Designer Note: To be developed |
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Asphalt Undersealing of Existing Concrete Pavement Designer Note: |
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Grout Subsealing of Existing Concrete Pavement Designer Note: |
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Spread Spectrum Radio Designer Note: |
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Video Detection System Designer Note: |
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Hot In Place Recycling, Intermediate Course Designer Note: Only specify |
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823 |
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Construction Layout Stakes (under development) Designer Note: |
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Asphalt Concrete with Fibers Designer Note: A. This product can be selectively applied as an anti-rutting treatment according to the High Stress Guidelines Appendix B of the Pavement Design Manual. B. Use this item just as any 448 item would be used in the Pavement Design Manual. C. There are no special considerations beyond those described in the Pavement Design Manual. D No special maintenance of traffic considerations. |
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Temporary Sediment and Erosion Control |
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Exfiltration Trench |
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Seeding and Erosion Control with Turf Reinforcing Mat |
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Liner Pipe |
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Gabions Designer Note: |
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4/20/2007 |
Trench Drain System Designer Note: Provide supplemental specification 939 when using this specification. This specification replaces the plan note formerly used for Trench Drains. For Design criteria and guidance contact the Office of Structural Engineering, Hydraulics Section. |
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Mechanical Stabilized Earth Walls Designer Note: This Supplemental Specification is to be included on all projects using MSE Walls. See the Bridge Design Manual for technical design information. |
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Correcting Elevation Of Concrete Approach Slabs With High Density Polyurethane Designer Note: Estimate pounds to be used as follows: Volume of approach slab to be raised (height (feet) X plan area (square feet)) X 7#/CF x 120%. Include: Item 614 Maintenance of Traffic, Item 624 Mobilization |
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Patching Concrete with Trowelable Mortar Designer Note: |
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Field Metallizing Designer Note: Include all pay items. 845.14 specifies metallizing to all structural steel; scuppers; expansion joints except for the traveled surface; steel railing; exposed steel piling; drain troughs; and other areas to the contract limits. Carefully review these areas that are to be metallized and show the limits of the contract work. Show plan limits for areas that will need the metallizing 12 mils thick as specified in 845.14. Suggested areas are as follows: all steel within 10 feet of any expansion joint devise or internal hinge assembly. All steel in the potential splash zone of a scupper, all exterior and bottom flange surfaces on bridges with over the side drainage. Fracture critical members or critical structural members that would benefit from additional corrosion protection. Areas that collect debris or have exhibited more aggressive patterns of corrosion as determined from inspection records. When estimating the quantity for Item 845 Surface Preparation of Existing Structural Steel calculate the area to be metallized according to 845.18. When estimating the quantity for Item 845, Grinding Fins, Tears, Slivers on Existing Structural Steel, provide 1 minute for each linear foot of beam/girder to be coated. When estimating the quantity for Item 845 Field Metallizing of Existing Structural Steel., Calculate the area to be metallized according to 845.18 |
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Bridge Deck Repair and Overlay with Concrete Using
Scarification and Chipping |
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Bridge Deck Repair and Overlay with Concrete Using Hydrodemolition |
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Heat Straightening of Damaged Structural Steel Designer Note: Include all pay items. Designate the existing paint coating and application year. Designate the existing steel type, grade, minimum yield strength and allowable jacking stress which is 50% of the material yield stress. When estimating the quantity for Item 849, Repairing Damaged Members by Grinding, unless a more detailed estimate can be determined from field observations and engineering judgment provide one tenth hour for each linear foot of span length multiplied by the number of damaged beams. When estimating the quantity for Item 849, Repairing Damaged Members by Grinding, and damage is: beyond the limits of grinding; resulted in large cracks or missing sections of material; or resulted in cross frames and attachments replacement. Provide appropriate bidding items: Item 513, Repair of Damaged Main Material by Drilling or Coping Holes as per plan; Item 513, Repair of Damaged Main Material by Welding or Replacement as per plan; or Item 513, Repair of Damaged Secondary Material by Welding or Replacement as per plan. Include applicable notes and plan details as necessary to define the work. See Bridge Design Manual section 600 note #44 for item Item 513 replacement materials for a basis of these plan notes. Determine the need for associated repair items |
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Cement Treated Free Draining Base Designer Note: |
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Asphalt Treated Free Draining Base Designer Note: |
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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. |
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Asphalt Concrete with Gilsonite Designer Note: This product can be selectively applied as an anti-rutting treatment according to the High Stress Guidelines Appendix B of the Pavement Design Manual. B This product can be used with 448 or 446 mixes per the Pavement Design Manual . C No special maintenance of traffic considerations. |
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Asphalt Concrete with Verglimit Designer Note: A This item is designed to assist with de-icing in certain temperature ranges and has usually been applied on bridge decks. B Due to the product nature it must be specified as a 446 and accepted per the specification requirements. C District 9 has the most experience with this product and may be of help with application and effectiveness questions. D Lift thickness is per the Pavement Design Manual. E No special maintenance of traffic considerations. |
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860 |
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Pipe Culverts, Sewers, Drains, and Drainage Structures (under development) |
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861 |
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Inspection of Drainage Conduit and Drainage Structures (under development) |
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Embankment Construction Using Recycled Materials Designer Note: This note was written to safely use these recycled products without jeopardizing the embankment or pavement integrity or long-term performance. The Department does not require the use of recycled materials because this specification does not eliminate all risk or liability to the Department, it only minimizes such risks. For complete note Click Here |
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Wet Reflective Removable Tape Designer Note: This supplemental specification 873 will be provided on all projects where Wet Reflective Removable Tape is specified |
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Ultra Thin Bonded Asphalt Overlay 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. |
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Inspection and Compaction Testing of Unbound Materials Designer Note: Use this note when construction personnel are limited and the District wants full time inspection and compaction testing for the work. Contact the District Construction Engineer before incorporating this note into the plans. SS 878 and 879 are very similar specifications. SS-878 pays for the inspection and compaction testing as a lump sum pay item and covers Items 203, 204, 205, 206, 304, 307, 411, 503, 603 and MSE wall select granular embankment. SS-879 pays for the work as an incentive pay to the contract. The Contractor would be more responsible for the work under 879 but SS-879 only covers Items 203 and 204. |
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QC/QA Embankment Designer Note: Use this note when construction personnel are limited and the District wants full time inspection and compaction testing for the work. For estimating purposes use the maximum incentive. Contact the District Construction Engineer before incorporating this note into the plans. |
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7/18/2008 |
Asphalt Concrete with Warranty |
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Micro-Surfacing with Warranty |
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Chip Seal with Warranty Designer Note: No pay item changes. |
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Field Metalizing of Structural Steel with Warranty Designer Note: Include all pay items. SS845.14 specifies metallizing to all structural steel; scuppers; expansion joints except for the traveled surface; steel railing; exposed steel piling; drain troughs; and other areas to the contract limits. Carefully review these areas that are to be metallized and show the limits of the contract work. Show plan limits for areas that will need the metallizing 12 mils thick as specified in SS845.14. Suggested areas are as follows: all steel within 10 feet of any expansion joint devise or internal hinge assembly. All steel in the potential splash zone of a scupper, all exterior and bottom flange surfaces on bridges with over the side drainage. Fracture critical members or critical structural members that would benefit from additional corrosion protection. Areas that collect debris or have exhibited more aggressive patterns of corrosion as determined from inspection records. When estimating the quantity for Item 883 Surface Preparation of Structural Steel, with Warranty, calculate the area to be metallized according to 883.08. When estimating the quantity for Item 883, Grinding Fins, Tears, Slivers on Structural Steel, provide 1 minute for each linear foot of beam/girder to be coated. When estimating the quantity for Item 883 Field Metallizing of Structural Steel, with Warranty, calculate the area to be metallized according to 883.08. |
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Concrete Pavement with Warranty |
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Painting of Structural Steel with Warranty |
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Hot In-Place Recycling with Warranty |
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QC/QA Concrete Pavement Designer Note: This specification is intended for large-scale paving projects, approximately 50,000 square yards and greater. Questions about the use of this note should be directed to: Office of Pavement Engineering at 614-995-5993 |
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QC/QA Concrete for New Bridge Decks with Warranty Designer Note: |
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Class S Concrete for New Bridge Decks with Warranty |
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High Performance Concrete for New Bridge Decks with Warranty |
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Manufactured Water Quality Structure Designer Note: These structures are designed to treat storm water runoff by removing sediment. The structures are being used as a Post Construction BMP to meet requirements of OEPA. The Designer must reference Standard Construction Drawing MH-1.2 and SS 995. Contact the Office of Structural Engineering, Hydraulics Section for design criteria or other information required to design the manufactured water quality structure |
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QC/QA Concrete Pavement with Warranty Designer Note: This specification is intended for large-scale paving projects, approximately 50,000 square yards and greater. Questions about the use of this note should be directed to: Office of Pavement Engineering at 614-995-5993 |
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897 |
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QC/QA Concrete for Structures Designer
Note: This is a
QC/QA specification for structure concrete.
It contains performance requirements and pay factors based on the test
results reported by the contractor. It
was developed to replace Item 511, class C, S and HP
concretes in structures. Use class |
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NO. |
DATE |
DESCRIPTION - MATERIALS |
|
|
Fiber Optic Cable For Traffic Signal Interconnect |
|
|
905 |
|
Fiber Optic Cable (Under development) |
|
|
Spread Spectrum Radio |
|
|
|
Video Detection System |
|
|
922 |
|
|
|
|
|
|
|
|
|
|
|
|
Self-Lubricating Bronze Bearing Plates |
|
|
936 |
|
Erosion Control and Turf Reinforcing Mats (under development) |
|
4/20/2007 |
Polyethylene Liner Pipe |
|
|
|
Precast Trench Drain |
|
|
|
Latex for Concrete Modification |
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|
|
Portable Traffic Signals |
|
|
4/20/2007 |
Precast Water Quality Structure |
|
|
|
||
|
NO. |
DATE |
DESCRIPTION - Miscellaneous Requirements and Methods of Test |
|
|
Approval and Testing of Air Entraining Agents and Chemical Admixtures for Concrete |
|
|
|
Archiving of Shop Drawings |
|
|
|
High Voltage Direct Current Test Procedure |
|
|
|
Method of Test for Sieve Analysis of Fine and Coarse Aggregates (AASHT0 Method T 27 Modified) |
|
|
|
Sieve Analysis for all Materials in 304, 411, 603 Type 1 & 2 , and 617 |
|
|
|
Plastic Limit Determination of Soil- Aggregate Materials for Use in Items 304, 310, 411, and 617 |
|
|
|
Testing of Agricultural Liming Materials |
|
|
|
Method of Test for Glass Beads (740.10 and Special Gradations) |
|
|
|
Method of Test Weight of Coating on Zinc- Coated (Galvanized) or Aluminum-Coated Iron or Steel Articles |
|
|
|
Micro-Deval Quality Acceptance of Aggregate |
|
|
|
ODOT Revision to AASHTO/AWS Bridge Welding Code D1.5-95 |
|
|
|
Method of Test for Rubber Compound |
|
|
|
Methods of Testing Asphalt Emulsions |
|
|
|
Methods of Testing Cut-Back Asphalt Emulsions |
|
|
|
Compaction of Unbound Materials |
|
|
|
Method of Test for Loss of Ignition of Top Soil |
|
|
8/15/1995 |
Method of Test for Clay Lumps in Aggregate |
|
|
|
Method of Testing Joint Sealants, Hot-Poured, for Concrete and Asphalt Pavements |
|
|
|
Certification Procedure for Corrugated Metal Pipe |
|
|
|
Driveable Flexible Delineator Post Prequalification Procedure |
|
|
|
Certification Procedure for Agricultural Seed |
|
|
|
Making and Testing Concrete Beams |
|
|
|
Method of Testing Coarse Aggregates to Determine Susceptibility to D-cracking |
|
|
|
Method of Test for Deflection of Light Poles |
|
|
|
Fly Ash Certification Procedure |
|
|
10/20 |
Air Cooled Blast Furnace Slag Material Control and Acceptance Testing for Items 203, 204, 304, 306, 307, 308, 503, 603, 617. |
|
|
|
Cement Certification Procedure |
|
|
|
Method of Test for Determining the Percentage of Deleterious Materials in Coarse Aggregate |
|
|
|
Method of Test for Determining Specific Gravity and Percent Absorption for Coarse and Fine Aggregate |
|
|
|
Bituminous Material Certification Procedure |
|
|
|
Using Hiperpave Software for Concrete Pavement |
|
|
|
GGBF Slag Certification |
|
|
|
Field Sampling Asphalt Concrete |
|
|
|
Method of Test for Determination of Percent Air Voids in Compacted Dense Bituminous Paving Mixtures |
|
|
|
Method of Test for Determination of Percent Voids in the Mineral Aggregate (VMA) in Compacted Bituminous Paving Mixtures |
|
|
|
Quantitative Extraction of Bitumen from Bituminous Paving Mixtures |
|
|
|
Method of Test for Mechanical Analysis of Extracted Aggregate |
|
|
4/19/2002 |
Determination of Statistical Outliers |
|
|
|
Bituminous Concrete Mix Design and Quality Control Program |
|
|
|
606 Guardrail Certification Program |
|
|
|
Calibration and Test Procedures for Use of Asphalt Concrete Nuclear Gauges |
|
|
|
Mix Design Method for Bituminous Aggregate Base |
|
|
|
Micro-Silica Certification |
|
|
4/21/2006 |
Vehicular Signal Lamps Prequalification Procedure (732.041) |
|
|
|
Pavement Marking Materials Field Service Testing Procedure |
|
|
4/19/2002 |
Loop Detector Sealant Prequalification Procedure |
|
|
1/17/2003 |
Reflective Sign Sheeting Prequalification Procedure (730.18, 730.19, 730.191, 730.192) |
|
|
1/17/2003 |
Prequalification Procedure for Portable Traffic Signals |
|
|
|
Resistance of Compacted Bituminous Concrete to Moisture Induced Damage |
|
|
|
Determination of Methylene Blue Adsorption Value of Mineral Aggregate Fillers and Fines |
|
|
|
Storage and Introduction of Antistrip Additives into an Asphalt Concrete Plant |
|
|
|
Test Method for Determination of Asphalt Content by the Ignition Method |
|
|
|
Asphalt
Mat Density by Gauge Testing |
|
|
10/30/2003 |
Work Zone Raised Pavement Markers |
|
|
|
Loaded Wheel Tester Asphalt Mix Rut Testing Method |
|
|
|
Surface Smoothness Equipment And Operator Requirements |
|
|
|
Asphalt Concrete Surface Course Warranty Requirements |
|
|
|
Tank Car and Tank Truck Volume Calculations of Asphalt Materials from Net Weights |
|
|
4/19/2002 |
PCMS Pre-qualification Procedure |
|
|
4/18/2003 |
Testing Procedures for Raised Pavement Marker Materials |
|
|
4/19/2002 |
Signal Construction Personnel Requirements (631, 632, 633) |
|
|
|
Procedures for Rigid Pavement Thickness Determination |
|
|
|
Method of Test for Distillate Fuels |
|
|
10/18/2002 |
Certification Procedure for Plastic Pipe |
|
|
11/1/2001 |
607 Fence Certification Program |
|
|
4/15/2005 |
Reinforcing Steel and Welded Wire Mesh Certification Program |
|
|
|
Pre-qualified Aggregate Supplier Program |
|
|
|
Quick Setting Concrete Mortar (705.21) Field Service Testing |
|
|
|
Quality Control Requirements for Steel Slag Aggregate Producer/Processors |
|
|
4/15/2005 |
Certification Procedure for Pressure Treated Lumber |
|
|
7/21/2006 |
Precast Concrete Certification Program Designer Note: Requires certification of Precast box culverts, three-sided or Conspan units, manhole components, temporary barriers, etc. |
|
|
2/12/2003 |
Concrete Pipe Certification Program |
|
|
4/19/2002 |
Load Deflection Test Procedures for U-Channel Sign Posts |
|
|
1/4/2002 |
Conflict Monitors for Use with Model 170E and 2070 Controllers/Cabinets |
|
|
1077 |
|
(under development) |
|
|
Qualification and Evaluation of Structural Steel Fabricators |
|
|
4/20/2007 |
Qualification and Evaluation of Prestressed Concrete Fabricators |
|
|
4/19/2002 |
Requirements for High Strength Steel Bolts, Nuts and Washers (711.09) |
|
|
7/20/2007 |
Certification Procedure for Fabricators of Elastomeric Bearings |
|
|
4/16/2004 |
Recycled Raised Pavement Markers (RPMs) Authorization and Transfer Slip |
|
|
4/15/2005 |
Method of Acceptance of Graffiti Protection Coatings for Concrete |
|
|
4/21/2006 |
Bridge Paint Certification Requirements |
|
|
10/30/2003 |
Wet Reflective Removable Tape |
|
|
|
Certification Procedure Non Standard Cementitious Replacement Materials |
|
|
7/20/2007 |
Certification Procedure for Hydrated and Quick Lime |
|
|
|
Hot Applied Joint Sealer Acceptance Program |
|
|
3/10/2004 |
Traffic Markings Sampling Requirements |
|
|
|
In Place Gradation Sampling |
|
|
1/16/2004 |
Certification Procedure For Fabricators of Light Poles and Light Towers |
|
|
1/16/2004 |
Certification Procedure For Fabricators of Signs |
|
|
1/16/2004 |
Certification Procedure For Fabricators of Sign Supports |
|
|
1/16/2004 |
Certification Procedure For Fabricators of Signal Supports and Strain Poles |
|
|
1095 |
|
Certification Procedure for Fabricators of Closed Circuit Television (CCTV) Poles (under development) |
|
10/21/2005 |
Prequalification Procedure for Smart Traffic Information Systems |
|
|
4/21/2006 |
LED Lamp Prequalification Procedure |
|
|
|
Procedure for Estimating Concrete Strength by the Maturity Method |
|
|
|
Video Detection System Prequalification Procedure |
|
|
|
Spread Spectrum Radio Prequalification Procedure |
|
|
|
Submittal and Application Requirements for Proval Pavement Smoothness Software |
|
|
|
High LOI Flyash
Material Testing, Acceptance, Treatment and Use |
|
|
|
|
|
|
|
|
|
|
7/20/2007 |
Mixture Design for Chemically Stabilized Soils |
|
|
|
|
|
|
|
Testing and Acceptance of Plastic Supports for Reinforcing Steel |
|
|
|
|
|