1995 Standard Specifications Book Last Update (05/03/2002)
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DIVISION III - SURFACE COURSES OR PAVEMENT
Table Of Contents
ITEM NO. - TITLE AND REQUIREMENTS
300 - ASPHALTS, OILS AND EMULSIONS
SPECIFICATION REQUIREMENTS
None
PAYMENT AND MEASUREMENT
The asphaltic materials described in this specification will be measured and paid for in accordance
with governing specifications for the items of construction in which these materials are used.
OPTIONAL REQUIREMENTS
None
REFERENCE ITEMS
None
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301 - ASPHALT ANTISTRIPPING AGENTS
SPECIFICATION REQUIREMENTS
None
OPTIONAL REQUIREMENTS
None
PAYMENT AND MEASUREMENT
Subsidiary to the various bid items in the contract.
REFERENCE ITEMS
(264, 520)
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302 - AGGREGATES FOR SURFACE TREATMENTS
SPECIFICATION REQUIREMENTS
1) Type E aggregate will be as shown on the plans.
2) Type PE precoated aggregate will be as shown on the plans.
OPTIONAL REQUIREMENTS
1) When precoating of fluxing material is used, it will be paid for in accordance with Item 300.
PAYMENT AND MEASUREMENT
The aggregates provided in accordance with this specification will be measured and paid for in accordance
with the governing specifications for the items of construction in which these materials are used.
REFERENCE ITEMS
(340, 520)
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303 - AGGREGATE FOR SURFACE TREATMENTS (LIGHTWEIGHT)
SPECIFICATION REQUIREMENTS
1) When precoating of fluxing material is used, it will be paid for in accordance with Item 300.
OPTIONAL REQUIREMENTS
None
PAYMENT AND MEASUREMENT
The aggregates provided in accordance with this specification will be measured and paid for in
accordance with governing specifications for the items of construction in which these materials
are used.
REFERENCE ITEMS
(302)
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305 - SALVAGING, HAULING AND STOCKPILING RECLAIMABLE ASPHALTIC
PAVEMENT
SPECIFICATION REQUIREMENTS
1) Stockpile locations can be shown on the plans or as approved by the Engineer.
2) Limits and/or locations for removing existing asphaltic concrete pavement and/or
asphalt stabilized base must be shown on the plans.
3) Width and depth of existing asphaltic concrete pavement and/or asphalt stabilized base
to be removed must be shown on the plans.
4) Maximum stockpile height, method of construction or other stockpile requirement may
be shown on the plans.
OPTIONAL REQUIREMENTS
None
|
PAYMENT DESCRIPTION |
UNITS |
1) |
"Salvaging, Hauling and Stockpiling Reclaimable Asphaltic
Pavement" |
M3 |
2) |
"Salvaging, Hauling and Stockpiling Reclaimable Asphaltic |
|
|
Pavement (Depth Specified)" |
M2 |
REFERENCE ITEMS
None
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310 - PRIME COAT (CUTBACK ASPHALTIC MATERIAL)
SPECIFICATION REQUIREMENTS
1) Limits, areas and/or locations must be shown on the plans.
2) Type and grade of cutback asphalt must be shown on the plans.
3) The rate of application can be shown on the plans or as directed by the Engineer.
OPTIONAL REQUIREMENTS
None
|
PAYMENT DESCRIPTION |
UNITS |
1) |
"Asphalt Material (Type and Grade Specified)" |
L |
REFERENCE ITEMS
(300)
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312 - PRIME COAT (CUTBACK ASPHALTIC MATERIAL AND SAND)
SPECIFICATION REQUIREMENTS
1) Limits, areas and/or locations must be shown on the plans.
2) Type and grade of cutback asphalt must be shown on the plans.
3) The rate of application can be shown on the plans or as directed by the Engineer.
OPTIONAL REQUIREMENTS
None
|
PAYMENT DESCRIPTION |
UNITS |
1) |
"Asphalt Material (Type and Grade Specified)" |
L |
2) |
"Native Sand" |
M3 |
REFERENCE ITEMS
(300)
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314 - EMULSIFIED ASPHALT TREATMENT
SPECIFICATION REQUIREMENTS
1) Limits, areas and/or locations must be shown on the plans.
2) Type and grade of emulsified asphalt must be shown on the plans.
3) The percent of emulsified asphalt in the mixture will be within the limits shown on the plans.
4) When the emulsified asphalt and water mixture is incorporated into the top portion of the
subbase or base course, the depth and width must be shown on the plans.
5) The rate of application can be shown on the plans or as directed by the Engineer.
OPTIONAL REQUIREMENTS
None
|
PAYMENT DESCRIPTION |
UNITS |
1) |
"Emulsified Asphalt (Type and Grade Specified)" |
L |
2) |
"Emulsified Asphalt (Base or Subgrade Treatment) |
|
|
(Type and Grade Specified)" |
L |
3) |
"Emulsified Asphalt (Erosion Control) (Type and Grade
Specified)" |
L |
REFERENCE ITEMS
(204, 300)
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315 - EMULSIFIED ASPHALT SEAL
SPECIFICATION REQUIREMENTS
1) Limits and/or locations must be shown on the plans.
2) Type and grade of emulsified asphalt must be shown on the plans.
3) The percent of emulsified asphalt in the mixture will be within the limits shown on the plans.
4) The rate of application can be shown on the plans or as directed by the Engineer.
OPTIONAL REQUIREMENTS
None
|
PAYMENT DESCRIPTION |
UNITS |
1) |
"Emulsified Asphalt Seal (Type and Grade Specified)" |
L |
REFERENCE ITEMS
(204, 300)
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316 - SURFACE TREATMENTS
SPECIFICATION REQUIREMENTS
1) Limits, areas and/or locations must be shown on the plans.
2) Type(s) and grade(s) of asphalt must be shown on the plans.
3) Type(s) and grade(s) of aggregate must be shown on the plans.
4) Specify if construction consists of a one, two or three course application of surface treatment.
5) The rates of application of asphalt and aggregate must be shown on the plans.
6) The polish value of the aggregate used in the surface or final course must be shown on the plans.
7) When shown on the plans, the Department will furnish aggregate.
OPTIONAL REQUIREMENTS
1) When Aggregate for Surface Treatments is required, it will be in accordance with Item 302.
2) When Aggregate for Surface Treatments (Lightweight) is required, it will be in accordance with
Item 303.
|
PAYMENT DESCRIPTION |
UNITS |
1) |
"Asphalt (Type and Grade Specified)" |
L, MGR |
2) |
"Aggregate (Type and Grade Specified)" |
M3 |
3) |
"Aggregate (Stockpiled) (Type and Grade Specified)" |
M3 |
4) |
"Loading, Hauling and Distributing Aggregate" |
M3 |
REFERENCE ITEMS
(210, 213, 300, 530)
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318 - HOT ASPHALT-RUBBER SURFACE TREATMENTS
SPECIFICATION REQUIREMENTS
1) Limits, areas and/or locations must be shown on the plans.
2) Type of rubber gradation must be specified on the plans.
3) Type(s) and grade(s) of aggregate must be shown on the plans.
4) Specify if construction consists of a one or two course application of hot asphalt-rubber
surface treatment.
5) The rates of application of hot asphalt-rubber and aggregate must be shown on the plans.
6) The polish value of the aggregate used in the surface or final course must be shown on the plans.
OPTIONAL REQUIREMENTS
1) When Aggregate for Surface Treatments is required, it will be in accordance with Item 302.
2) When Aggregate for Surface Treatments (Lightweight) is required, it will be in accordance with
Item 303.
|
PAYMENT DESCRIPTION |
UNITS |
1) |
"Hot Asphalt-Rubber (Type of Rubber Gradation Specified)" |
MGR |
2) |
"Aggregate (Type and Grade Specified)" |
M3 |
REFERENCE ITEMS
(210, 213, 300, 340, 520)
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330 - LIMESTONE ROCK ASPHALT PAVEMENT (CLASS A)
SPECIFICATION REQUIREMENTS
1) Limits, areas and/or locations must be shown on the plans.
2) Specify if construction consists of a base course, a surface course, a level-up course,
or a combination of these courses.
3) Width and depth of these courses must be shown on the typical section(s).
4) The polish value of the coarse aggregate used in the surface or final course of the travel
lanes must be shown on the plans.
5) Type and rate of application of limestone rock asphalt pavement must be shown on the plans.
OPTIONAL REQUIREMENTS
None
|
PAYMENT DESCRIPTION |
UNITS |
1) |
"Limestone Rock Asphalt Pavement (Class A) (Type Specified)" |
MGR |
2) |
"Limestone Rock Asphalt Pavement (Class A) (Type Specified)" |
M3 |
REFERENCE ITEMS
(300, 340, 520, 5440)
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|