Ohio
Department of Transportation
Warranty Application Guidelines
November
15, 2002 rev 3
In order to assure success of
the warranty program, ODOT must apply warranty specifications and supplements
to the proper projects. These guidelines
are intended to clarify application and reduce the chances for disagreements
during the warranty period. Failure to
follow these guidelines may lead to disagreements in the future and could void
the warranty or harm the warranty program.
Below please find a list of
available warranty specifications contained in this document. Questions regarding this document should be
directed to the Key Person(s) listed.
Item |
Specification |
Period (Years) |
Application |
Key Person(s) |
Asphalt |
880 |
7 |
New
pavement and major rehabilitation with ADT>30,000 or
priority system |
Aric
Morse 614-995-5994 Dave Powers 614-275-1387 Dave Miller 614-995-5991 Keith Keeran 614-644-6622 |
Asphalt |
1059 |
3 |
Minor
rehabilitation with ADT>30,000 or priority system
and All PM |
|
Bridge Deck - New |
893 894 |
7 |
New
bridge deck with ADT>30,000
or priority system |
Harold Schultz 614-644-6628 |
Concrete |
884 |
7 |
New pavement and major rehabilitation with ADT>30,000 or priority
system |
Aric Morse 614-995-5994 Dave Miller 614-995-5991 Keith Keeran 614-644-6622 |
Chip Seal |
882 |
2 |
All PM |
Aric
Morse 614-995-5994 Dave Powers 614-275-1387 Keith Keeran 614-644-6622 |
Hot In-place Recycling |
886 |
3 |
For average to good existing conditions and good structure |
|
Microsurfacing |
881 |
3 |
All PM |
PM = Projects that qualify for preventive
maintenance according to the Pavement Preventive Maintenance Program
Guidelines.
Bridge Deck Warranty Application Guidelines
The
warranty covers three different types of possible defects. These defects are alligator or map cracking,
scaling, and spalling. These three
defect are the result of actions under the control of the contractor and are
independent of the design of the deck.
The
following items apply to all bridge deck warranty specifications:
1. Must be
used on all priority system routes.
2. Must be used for projects with average
daily traffic (ADT) greater than
30,000.
3. Requiring the Contractor to provide a
warranty does not relieve ODOT from the responsibilities of performing proper
inspection. The maximum warranty period
is only 7 years while bridges are designed to last much longer then this
period.
Supplemental Specification 893
Class S Concrete for New Bridges Decks With
Warranty
This
is intended for new bridge decks and requires the use of SS 842 (Item 511 when
the 2002 C & MS is used).
The
pay description is: Item 893 Class S Concrete for Bridge Deck
with Warranty
Supplemental Specification 894
High Performance Concrete for New Bridges
Decks With Warranty
This
is intended for new bridge decks and requires the use of SS 844 (Item 511 when
the 2002 C & MS is used).
The
pay description is:
Item 894 High Performance Concrete for Bridge
Deck with Warranty
Pavement Warranty Application Guidelines
Requiring
the Contractor to provide a warranty does not relieve ODOT of its
responsibility to apply the proper pavement rehabilitation strategy. Pavements which require full depth repairs
in a non-warranty situation, require those same repairs under a warranty. The warranty does not hold the Contractor
responsible for the condition of the existing pavement. Failures during the warranty period which
were the result of the existing conditions are still ODOT’s responsibility and
not the Contractor’s. To prevent these
sorts of failures, ODOT must specify the proper treatment(s) of the existing
pavement so the Contractor has the opportunity to provide a pavement which will
last through the warranty period.
Failure to follow these guidelines may lead to disagreements in the
future and could void the warranty.
The
following documents are to be followed for all pavement warranty projects,
where applicable:
4. Policy 515-002 (P), Pavement Design and
Selection Process (Pavement Policy)
5. Pavement Design & Rehabilitation
Manual (Pavement Manual)
6. Pavement Preventive Maintenance Program
Guidelines.
The
recommended minimum project length for pavement warranties is one lane-mile.
The
following pages detail guidelines for application of each of the pavement
warranty specifications and supplements.
Supplemental Specification 880
Asphalt Concrete with Warranty (7 year)
The
following items apply:
1. Restricted to new pavement, pavement
replacement, and major rehabilitation (Rubblize and Roll, and Crack and Seat).
2. Must be
used on all priority system routes.
3. Must be used for projects with average
daily traffic (ADT) greater than
30,000.
4. Must be
used on all projects that have a continuous pavement length greater than 1 mile
5. May not be used on urban routes with
forced stop conditions along the mainline.
6. Must be structurally designed for a 20
year life.
Plan
development is intended to be done in a timely manner in order to sell the
project within the time frame assumed in the pavement design calculations. Contract documents must include the Design
Designation and all pertinent information necessary for a successful contract.
A
project file containing all pavement design information must be kept on file in
the District office until the end of the warranty period. This file must include all traffic
information, ESAL calculations, deflection data and analysis, all pavement
history performance information, and any other design information used in the
design and analysis of the pavement.
The
warranty requirements for rutting are waived within 200' of the end of a ramp
if the pavement depth is tapered down.
Districts should consider following the High Stress Guidelines, Appendix
B of the Pavement Manual, and specifying non-warranted material in these
locations.
Typical
Sections will show assumed lift thicknesses and step widths according to
Section 103 of the Pavement Manual. A note must be included in the General
Notes stating; “Lift thicknesses and step widths shown in the plan are for
quantity estimation only and are not required lift thicknesses for actual
construction.”
The
pay description is:
Item 880 Asphalt Concrete (7 year warranty).
Supplemental Specification 884
Concrete Pavement with Warranty
The
following items apply:
7. Restricted to new pavement, pavement
replacement, and major rehabilitation (Unbonded Concrete Overlay).
8. Must be
used on all priority system routes.
9. Must be used for projects with average
daily traffic (ADT) greater than
30,000.
10. Must be
used on all projects that have a continuous pavement length greater than 1
mile.
11. Must be structurally designed for a 20
year life.
Plan
development is intended to be done in a timely manner in order to sell the
project within the time frame assumed in the pavement design calculations. Contract documents must include the Design
Designation and all pertinent information necessary for a successful contract.
A
project file containing all pavement design information must be kept on file in
the District office until the end of the warranty period. This file must include all traffic
information, ESAL calculations, deflection data and analysis, all pavement
history performance information, and any other design information used in the
design and analysis of the pavement.
Plans
must show the entire concrete pavement, mainline, shoulders, ramps, etc., as
Item 884. Typical sections must specify
the locations and types of longitudinal joints. Transverse joints and intersection details are not
necessary. All Standard Drawings for
concrete pavement are still required.
This
Item may be placed on an asphalt base or an aggregate base. When an asphalt base is used, a minimum of 4
inches Item 301 or 302 Bituminous Aggregate Base on 6 inches of Item 304
Aggregate Base is required. When
aggregate base is used, a minimum of 6 inches of Item 304 Aggregate Base is
required. It is up to the Department to
specify the base to be used.
The
warranty specification allows the Contractor to choose reinforced or plain (451
or 452) concrete pavement. The pay item
description is:
Item 884 Portland Cement Concrete Pavement (7
year warranty)
Supplement 1059
Asphalt Concrete Surface Course Warranty
Requirements
This
Supplement requires the Contractor to provide a 3 year warranty. Standard specification items are used in the
plans for all pavement materials, i.e. 446, 448, etc.
The
following items apply:
1. Must be used on all preventive
maintenance projects that qualify for thin hot-mix overlay, as defined in the
Pavement Preventive Maintenance Program Guidelines..
2. Must be used on all minor rehabilitation
projects in accordance with Pavement Design and Rehabilitation Manual, on all priority system routes..
3. May not be used on urban routes with
forced stop conditions along the mainline.
4. May be used on two-lane routes for non preventative
trial projects with prior approval from the
Office of Pavement Engineering.
5. The warranty shall only be applied to
current items listed in the item master as approved by Central Office.
To
qualify for minor rehabilitation, the projected PCR must be between 55 and 75
in the year construction is to take place.
PCR projection equations are given in Section 100 of the Pavement
Manual. Projects which do not qualify
for preventive maintenance nor have been designed in accordance with the minor
rehabilitation requirements, are not eligible for a warranty.
Where
preventive maintenance or minor rehabilitation is set up to address medium or
high severity rutting as defined in the PCR manual, considerations of milling
must be in accordance with High Stress Guidelines, Appendix B of the Pavement
Manual.
The
warranty requirements for rutting are waived 250' prior to a forced stop
control (i.e. stop sign, traffic signal, etc.). Districts should consider following the High Stress Guidelines, Appendix B of the Pavement Manual, and
specifying non-warranted material in these locations.
Typical
pavement items such as full depth repair or milling must be specified in the
plans as they have always been. The
warranty requirements do not require the Contractor to perform any work not
specified in the plans nor do they hold him responsible for any failures
resulting from existing conditions.
Typical
sections will specify each layer of asphalt and the thickness according to
Section 404 of the Pavement Manual. SS 1059 Warranty only applies to the
surface course. For the warranted
layers, only the surface pay item description will change. Examples of pay items are:
Item 446, Asphalt Concrete Surface Course,
Type 1H with Supplement 1059 Warranty
Item 448, Asphalt Concrete Surface
Course, Type 2, PG 64-28 with Supplement 1059 Warranty
Item 442, Asphalt
Concrete Surface Course, 12.5 MM, Type A (446)
With Supplement 1059 Warranty
etc.
Supplemental Specification 881
Micro-Surfacing with Warranty
This
Item requires the Contractor to provide a 3 year warranty. The following items apply:
1. Must be used on all preventive maintenance
projects that qualify for micro-surfacing, as defined in the Pavement
Preventive Maintenance Program Guidelines.
2. This Item can be used on minor rehabilitation
projects which do not require a structural overlay (see Pavement Design and
Rehabilitation Manual).
Projects which do not qualify for preventive maintenance
nor have been designed in accordance with the minor rehabilitation
requirements, are not eligible for a warranty.
High stress locations are not candidates for
micro-surfacing and must be treated in accordance with High Stress Guidelines,
Appendix B of the Pavement Manual.
The guidelines for using micro-surfacing with warranty are
essentially the same as the preventive maintenance guidelines for conventional
micro-surfacing. With warranty,
however, it is more important that proper pavements be selected and the
existing pavement is properly prepared, otherwise the warranty could be voided.
The pay item descriptions are:
Item 881 Micro-Surfacing with Warranty,
Single Course
Item 881 Micro-Surfacing with Warranty,
Multiple Course
Supplemental
Specification 882
Chip Seal With
Warranty
This Item requires the Contractor to provide a 2 year
warranty. The following items apply:
1. Must be used on all preventive maintenance
projects that qualify for chip sealing, as defined in the Pavement Preventive
Maintenance Program Guidelines.
2. Restricted to two-lane routes, with less than 2500 ADT.
3. Projects which do not qualify for preventive
maintenance are not eligible for a warranty.
It is very important that pavements be selected in
accordance with the Pavement Preventive Maintenance Guidelines, otherwise the
warranty could be voided.
The pay item descriptions are:
Item 882 Single Chip Seal with Warranty
Item 882 Double Chip Seal with Warranty
Supplemental
Specification 886
Hot In-Place
Recycling with Warranty
This Item requires the Contractor to provide a 3 year
warranty. It may be used on multi-lane
or two-lane facilities. There are no
traffic volume restrictions.
The following items apply:
1. This Item can be used on minor rehabilitation
projects which do not require a structural overlay (see Pavement Design and
Rehabilitation Manual).
2. This Item can be used as a preventive
maintenance treatment where the project qualifies for any of the preventive
maintenance applications as defined in the Pavement Preventive Maintenance
Programs Guidelines.
3. May not be used on urban routes with forced
stop conditions along the mainline.
Projects which do not qualify for preventive maintenance
nor have been designed in accordance with the minor rehabilitation
requirements, are not eligible for a warranty.
High stress locations are not candidates for Hot In-Place
Recycling and must be treated in accordance with High Stress Guidelines,
Appendix B of the Pavement Manual
Hot in-place recycling is not an appropriate treatment on
pavements with an existing surface course consisting of an Item 404 or Item 448
type 1 mix if the current truck traffic calls for a heavy traffic volume mix
design.
The pay item description is:
Item 886 Hot In-Place Recycling with Warranty