Proposal Notes 0 - 100

( PN 0-100 are Maintained by the Office of Contract Sales)

Proposal Notes 100 - 999

NO.

DATE

DESCRIPTION - CONSTRUCTION ITEMS

~ 101-02

Designers Note: This note should be used on all projects using the 2002 Construction and Materials Specifications. 

~ 101-02DB

Designers Note: This note should be used on all projects using the 2002 Construction and Materials Specifications AND are Design Build. 

~ 102

Designers Note: Use this note on all projects that do not use PN 107

~ 103

Designers Note: This note should be included on all projects that do not have PN 104. This note shall not be used along with PN 120, PN 121, PN 122, PN 124. For additional information on the policy and application of this note contact the Office of Construction Administration at (614)466-4788.

~ 104

Designers 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 122, PN 124. 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.

~ 105

Designers Note: This note must be included on all Federal-aid contracts. Any questions should be addressed to Wilbert Crockett in the Office of Contracts at 614-644-8243.

~ 107

CRITICAL PATH METHOD PROGRESS SCHEDULE

Designers 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 VII of the note. This note shall also be used when PN 120, PN 121, PN 122, PN 123, and PN 124 are specified.

DISPUTE REVIEW BOARD

Designers Note: This note should be considered for use on all projects over $20, 000, 000. The Three Party Agreement must be used with this note. Any questions should be addressed to Clint Bishop in the Office of Construction Administration [614-387-1164] or Mark G. Kelsey in the Office of Contracts [614-466-3778]

4. Maximum incentive - maximum total dollar amount of Daily Incentives - [Default: 5% of contract]

5. Liquidated Damages Amount - Daily User Costs [Default: $3,000]

OAC Rule 5501:2-7-04 provides that the Director shall not pay more than five per cent of the total contract amount in incentive payments unless he determines that the work is so critical that a higher percentage is warranted.

~ 124

Designers 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 [Must be filled in] 

3. Maximum Calendar Days [Default: 40 days] 

4. Daily User Cost [Default: $3,000] 

5. Additional Calendar days for completion [Default: 10 days] 

6. Possible start date window [Must be filled in] 

7. Maximum incentive amount [Default: 5% of Contract]

~ 150

Designers Note: This note should be used for projects which include work on or adjacent to railroad property where no separate agreement with the railroad company is required. The note should be edited to identify the specific railroad/railway company involved. Technical questions should be addressed to Heidi Nunemaker, Central Office Rail Coordinator at 614-387-3091

~ 151

Designers Note: This note should be used for projects which include work on or adjacent to Norfolk and Southern Railway property where no separate agreement with the railroad company is required. Technical questions should be addressed to Heidi Nunemaker, Central Office Rail Coordinator at 614-387-3091

~ 152

Designers Note: This note should be used for projects which include work on or adjacent to CSX Transportation property where no separate agreement with the railroad company is required. Technical questions should be addressed to Heidi Nunemaker, Central Office Rail Coordinator at 614-387-3091

~ 153

Designers Note: This note should be used for projects which include work on or adjacent to Greater Cleveland Regional Transit Authority property where no separate agreement with the railroad company is required. Technical questions should be addressed to Heidi Nunemaker, Central Office Rail Coordinator at 614-387-3091

~ 157

Designers Note: This note should be used for projects which include work on or adjacent to Indiana and Ohio Rail System property where no separate agreement with the railroad company is required. Technical questions should be addressed to Heidi Nunemaker, Central Office Rail Coordinator at 614-387-3091

~ 159

Designers Note: This note should be used for projects which include work on or adjacent to Wheeling and Lake Erie Railway Company property where no separate agreement with the railroad company is required. Technical questions should be addressed to Heidi Nunemaker, Central Office Rail Coordinator at 614-387-3091

~ 205

Designers Note: Provide this proposal note on all plans that have Project Identified earth-disturbing activities, as defined as, any activity that exposes bare ground or an erodible material to storm water and anywhere CMS Item 659 Seeding, SS 870 Seeding, CMS Item 660 Sodding, or SS 870 Sodding is being furnished. Delete all CMS 207 Items and all SS 877 Items Provide SS 832 and SS 833 with this proposal note. Provide under the Erosion Control Heading the following Reference Items: Item 832 Each Erosion Control. Item 832 Each Storm Water Pollution Prevention Plan. Provide a encumbered dollar value to be placed in the proposal for the Item: 832 Each Erosion Control. This amount is for both the quantity and total spaces. This amount should only be provided in the C2 Estimate and in the Special Considerations Field on the Plan Package Submittal Form and in the plans. For additional guidance see the NPDES Construction Permit Implementation Plan flowchart on the Office on Production website. Example 10,000$ set up for Item 832 Each Erosion Control then 10,000 placed in the quantity and total spaces.

~ 414

2. The total new pavement thickness is greater than 4 inches without planing the existing surface or greater than 3 inches if the existing pavement is planed.

Designers Note: This note is to be used ONLY on Design-Build projects with 446 asphalt concrete surface courses when the project: 

1. Involves constructing or resurfacing greater than 1 centerline mile of a divided highway with 2 or more lanes in each direction; and,

2. The total new pavement thickness is greater than 4 inches without planing the existing surface or greater than 3 inches if the existing pavement is planed. The note is similar to PN414 except that the "pay adjustments with incentives" table and basis of payment" section have been modified to be used in the Design-Build Lump Sum environment. Questions regarding this note should be directed to Dan Groh in the Office of Construction Administration (614) 387-1162.

Implementation Plan: This note should be used effective immediately. It replaces PN 415 which has been rescinded. This note can usually be used without the need for additional plan details.

~ 416

Designers Note: Use this note on all projects having 301, 402, 403, 404, 412, 446, or 448, 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.

~ 417

Designers Note: Use this note on all projects having 301, 446 or 448, 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.

~ 418

Designers Note: Use this note on all projects having 301, 446 or 448, 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.

~ 419

Questions concerning this note should be directed to the Office of Pavement Engineering  614-995-5990.

~ 420

SURFACE SMOOTHNESS REQUIREMENTS FOR PAVEMENTS

Designers Note: This note should be used on all paving projects when: 1. The project involves constructing or resurfacing a divided highway with 2 or more lanes in each direction; 2. The project is at least 1 centerline mile (1.6 km) long; 3. The design speed is 50 miles per hour (80 km/h) or greater; and, 4. The total new pavement thickness is greater than 4 inches (100 mm) without planing the existing surface or greater than 3 inches (75 mm) if the existing pavement is planed. The 3-inch (75 mm) minimum on a planed surface is increased to 4 inches (100 mm) if planing down to a concrete surface. This note replaces the previous PN414, PN414DB, PN450, and PN450DB notes.

~ 450

Designers Note: Use this note on all projects using Items 451, 452 Concrete Pavement exceeding 1 mile in centerline length.

Designers Note: This note is to be used ONLY on Design-Build projects using Items 451, 452  Concrete Pavement exceeding 1 mile in centerline length. The note is similar to PN450 except that the "pay adjustments with incentives" table and basis of payment" section have been modified to be used in the Design-Build Lump Sum environment. Questions regarding this note should be directed to Dan Groh of the Office of Construction at 614-387-1162

Implementation Plan: This note should be used effective immediately. This note can usually be used without the need for additional plan details.

~ 511

Questions regarding this note should be directed to the Office of Structural Engineering at 614-466-3893.

~ 512

Designers 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.

~ 514

Designers Note: Intended for use on an existing concrete bridge deck on which the existing surface finish has worn away to the point where there is insufficient skid resistance available and needs to be restored, or where an existing concrete deck is cracked to the point where waterproofing is necessary but where the additional deadload on the superstructure needs to be kept to an absolute minimum so that the bridges load rating is not significantly lowered, or both. This proposal note is not for use on any deck material (ex. timber) except for concrete. The proposal note, "Patching Concrete Bridge Decks" (proposal note 512), is referenced in this note and must be listed for inclusion in the contract documents. Questions regarding this note should be directed to the Office of Structural Engineering at 614-466-3893.

~ 515

Designers Note: Intended for use on an existing concrete bridge deck which has cracked to the point where waterproofing is necessary but where the additional deadload on the superstructure needs to be kept to an absolute minimum. This is typically used on decks where the cracks are full depth. This is also often used on new decks that have experienced severe cracking from the onset. If looking for a long term fix, consideration should be first given to using a concrete overlay in lieu of this. Questions regarding this note should be directed to the Office of Structural Engineering at 614-466-3893.

~ 522

Designers Note: Used whenever cracks in concrete members are to be repaired. Crack limitations are listed in the note and widths beyond those shown will require a different procedure to repair them. This is not to be used to seal cracks in concrete bridge decks. The use of this procedure to repair deck delaminations on the underside of a deck is strongly discouraged as its effectiveness and durability are unknown. Questions regarding this note should be directed to the Office of Structural Engineering at 614-466-3893.

~ 523

Designers Note: Used when making repairs to existing concrete members that require formwork but the new concrete cannot be placed by traditional methods (chute, pumping, etc.) due to physical limitations that are imposed by the location of the repair area. This should only be used when it has been determined by the designer that the other repair methods discussed in the Bridge Design Manual are not appropriate for the project. Questions regarding this note should be directed to the Office of Structural Engineering at 614-466-3893.

~ 525

Designers Note:  For use on all projects that require steel of the types listed in the note

~ 527

Designers 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.

~ 528

Designers Note: Used when heat straightening is to be used to straighten damaged portions of existing beams/girders. The damage can be either from vehicular (or load) impact or from construction activities. The note is geared towards vehicular impact. The locations needing repair need to be shown in the plans. The designer should note that the straightening of truss members requires special considerations and may require some additional plan details and/or notes. As far as specifying a best sequence of repair, since heat straightening is more of an "art", it is usually better to leave the actual sequence of repairs up to the Contractor and place a note in the plans requiring the Contractor to submit a detailed procedure for review and approval prior to the commencement of any work. The repair plans should show in detail the desired final end (finished) condition of the bridge. If a certain procedure or sequence is specified, it might limit the abilities of the Contractor. The proposal note "Concrete Repair By Epoxy Injection" (proposal note 522) is referenced in this note and must be listed for inclusion in the contract documents. Questions regarding this note should be directed to the Office of Structural Engineering at 614-466-3893.

~ 530

Designers Note: This note is used where there exists the potential of an existing structure being damaged by ground vibrations caused by certain construction activities that are performed in close proximity to the structure. Some activities that could possibly produce damaging vibrations are rock blasting and blasting for the purpose of removing an existing structure. While pile driving is often thought of as being a vibration problem (and this note has been used with pile driving on a few occasions), ODOT has found no vibrational damage to adjacent buildings, etc. due to pile driving. The note requires that a survey be conducted of the condition of the structures and the monitoring of ground vibrations by qualified personnel. This note is seldom used. The designer should contact the Office of Structural Engineering as to whether or not the note should be used on a specific project. Questions regarding this note should be directed to the Office of Structural Engineering at 614-466-3893.

~ 531

Designers 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.

~ 608

Designers Note: This note should be added whenever conduit or pipe is placed under railroad tracks. Edit note to include railroad company name. The construction plans should show additional details such as locations, elevations, materials, quantities, etc.

~ 621B

Designers 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.

~ 651

Designers 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.

~ 701

DESIGNERS NOTE: This note should be used on all projects which include Item Special -Crack and Joint Cleaning and Sealing, 705.04. This item is designed to seal concrete pavement.

~ 860

DESIGNERS 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.

~ 882

DESIGNERS NOTE: This note should be used on all district wide pavement marking projects. The Final Contract Completion date must be revised on a yearly basis. Except traffic paint (Item 642)

~ 890

DESIGNERS NOTE: This note should be used on all district wide pavement marking projects. 

~ 891

DESIGNERS NOTE: This note should be used on all  projects that reference  CMS Item 514.

Supplemental Specifications

NO.

DATE

DESCRIPTION - CONSTRUCTION ITEMS

801

10/30/2003

802

7/19/2002

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.

803 

7/19/2002

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.

804

11/6/2001

Cement Stabilized Subgrade

Designer Note: Use Cement Stabilized Subgrade per the Guidelines for Plan Subgrade Treatments or upon the recommendation of the Office of Geotechnical Engineering.

805

Fiber Optic Cable (Under development)

Designer Note: To be developed

806

Dynamic Message Signs (Under development)

Designer Note: To be developed

807

Closed Circuit Television (CCTV) Pole (Under development)

Designer Note: To be developed

808

Closed Circuit Television Camera System (Under development)

Designer Note: To be developed

809

Ramp Metering Station (Under development)

Designer Note: To be developed

810

Radar Detection System (Under development)

Designer Note: To be developed

811

7/19/2002

812

4/19/2002

813

4/19/2002

819

4/11/2002

822

7/19/2002

826

7/18/2003

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.

832

4/17/2004

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.

833

2/12/2003

836

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.

837

3/9/1999

838

5/6/1997

841

4/19/2002

843

4/18/2003

845

846

10/15/2004

847

2/8/2002

848

2/8/2002

849

QC/QA Bridge Deck Repair and Overlay (Under development)

Designer Note: To be developed

850

4/19/2002

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

852

4/19/2002

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 lookalikes.  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.

854

7/19/2002

Fine Graded Polymer Asphalt Concrete 

Designer Note: These products are intended to be used for pavement preventive maintenance but may have other applications as well. 1 Type A mix is a very fine graded mix composed of primarily natural sand and contains a very high binder content. It is designed to give a very long life but generally is not for high truck situations. 2 Do not crack seal within 1 year prior to applying Type A. 3 Apply Type A at 5/8 inch lift. B Type B mix is a fine graded mix composed of more angular materials and contains less binder content than type A. It is designed to be more rut resistant than Type A but still contains a polymer binder for durability and ease of maintenance. Type B can be placed on medium and high volume roads, including most interstate applications. 1 Do not crack seal within 1 year prior to applying Type B.  Apply type B at 3/4 to 1 inch, in general.  C No special maintenance of traffic considerations. D Include SS908 for asphaltic cement.

856

10/18/2002

Designer Note: (1) Typically, do not use SMA for projects of less than 1 lane mile in continuous length of SMA surface course. (2) Design SMA with a minimum 38mm (1.5in) thickness. (3) Use pay item "Stone matrix asphalt concrete, 12.5mm, PG 76-22M, (446)" in accordance with Appendix B of the Pavement Design and Rehabilitation Manual.

857

7/19/2002

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.

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. 

864

7/11/2000

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 the Office of Structural Engineering at 614-466-3893.

871

7/19/2002

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

Department, it only minimizes such risks.  For complete note Click Here

Light Emitting Diode Traffic Signal Lamp Units   

Designer Note: This supplemental specification 872 will be provided on all projects where LED signal heads are specified for State maintained traffic signals. It may be provided on other projects at the maintaining agency's discretion.

Wet Reflective Removable Tape

Designer Note: This supplemental specification 873 will be provided on all projects where Wet Reflective Removable Tape is specified

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. F Requires inclusion of SS 902 for polymer emulsion.

880

10/18/2002

Asphalt Concrete with Warranty
Designer Note: 1. Change references from S1055 to SS908. 2. No pay item changes.

881

10/18/2002

882

10/18/2002

Chip Seal with Warranty 

Designer Note: No pay item changes.  Add SS 902 when using.

883

10/18/2002

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.

884

4/18/2003

886

4/18/2003

888

1/3/2002

QC/QA Concrete Pavement

892

7/16/2004

893

10/18/2002

894

10/18/2002

896

10/15/2004

898

QC/QA Concrete for Structures 

Designer Note:    For reference see 7/18/2003 notes

898

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 QSC1 for substructure concrete and QSC2 for superstructure components of the bridge.  See 898.02 for a definition of which components of the bridge are considered substructure and which are considered superstructure.  The design strengths and permeabilities are 4000 psi and 2000 coulombs respectively for QSC1; and  4500 psi  and 1500 coulombs for QSC2.        Use QSC3 only when special design strength criteria is used for the design of the structure.  Specify the required strength and permeabily in the plans and proposal item description.          Use in conjunction with the 2002 CM&S manual and do not use where warranty specifications are required.

NO.

DATE

DESCRIPTION - MATERIALS

902

7/19/2002

908

4/18/2003

925

4/19/2002

927

6/14/1995

937

3/9/1999

953

6/14/1995

954

9/9/1997

961

10/30/2003

NO.

DATE

DESCRIPTION - Miscellaneous Requirements and Methods of Test 

1001

4/19/2002

  1002   

 4/19/2002

  1003   

4/19/2002

1004 

4/19/2002

1005 

4/12/2002

1006 

8/14/1995

1007 

4/19/2002

1008 

4/19/2002

1009 

4/19/2002

1011 

7/30/2004

1012 

4/19/2002

1013 

4/19/2002

1014 

4/19/2002

1015 

11/6/2001

1016 

4/19/2002

1017 

4/19/2002

1018 

4/19/2002

1019 

11/1/2001

Certification Procedure for Corrugated Metal Pipe

1020 

1/17/2003

1021 

4/19/2002

1022

1023 

4/19/2002

Method of Testing 

Coarse Aggregates to Determine Susceptibility to D-cracking

1025 

4/19/2002

1026 

10/15/2004

1027 

1/16/2004

1028 

10/15/2004

1029 

4/19/2002 

1030 

4/19/2002

1031 

4/19/2002

1032 

4/19/2002

1035

4/19/2002

1036

4/16/2004

1037

4/19/2002

1038

4/19/2002

1039

4/19/2002

1040

4/19/2002

1041

10/15/2004

1042

11/1/2001

1043

4/19/2002

1044

1/11/2000 

1046

1/16/2004

1047

3/10/2004

1048

4/19/2002

1049

1/17/2003 

1/17/2003 

1051

4/19/2002

1052

4/19/2002

1053

4/19/2002

1054

4/19/2002

1055

6/15/1999

1056

10/30/2003

1057

4/19/2002

1058

7/16/2004 

1059

4/18/2003

1060

9/14/2001

1061

4/19/2002 

1062

4/18/2003

1063

4/19/2002

1064

4/19/2002

1065

4/19/2002

1066

1067

11/1/2001 

1068

11/1/2001 

1069

2/8/2002

1070

4/19/2002

1071

4/19/2002

1072

11/1/2001

1073

10/18/2002

Precast Concrete Certification Program

Designer Note: Requires certification of Precast box culverts, three-sided or Conspan units, manhole components, temporary barriers, etc.

1074

1075

4/19/2002

Load Deflection Test Procedures for U-Channel Sign Posts

1076

1/4/2002

Conflict Monitors for Use with Model 170E and 2070 Controllers/Cabinets

1080

4/19/2002

1081

7/10/1997

1082

4/16/2004 

1083

10/18/2002 

1084

10/18/2002 

1085

10/30/2003 

1086

5/9/2003 

1087

10/30/2003 

1088

1089

3/10/2004 

1090

1/10/2002 

1091

1/16/2004

1092

1/16/2004

1093

1/16/2004

1094 

1/10/2004

1095