EXHIBIT C SECTION 401
SECTION 40] -- PLANT MIX PAVEMENTS — GENERAL
SECTION 403 -- HOT BITUMINOUS PAVEMENT
SECTION 410 -- BITUMINOUS SURFACE TREATMENT
SECTION 421 -- PLANT MIX SURFACE TREATMENT
SECTION 413 -- HGT-POURED CRACK SEALANT
SECTION 417 -- COLD PLANING BITUMINOUS SURFACES
SECTION 401 -- PLANT MIX PAVEMENTS ~— GENERAL
Description 3.4 Batching Plants —- General.
15 Performance Requirements (QC/QA). 33 Drum Mix Plants ~ General.
. 3.6 Mixing Temperature.
Materials .
3.6.1 Method Requirements.
2.1 Aggregates — General. -
_ : 3.6.2 Performance Requirements {QC/QA).
2.2 Bituminous Materials — General.
. 3.7 Hot Storage System — General.
2.3 Approval of Materials - Method —— :
. 3.8 Weighing and Hauling — General.
Requirements. 3.9 Vehicl G \
wes , ; ehicles — General,
2.4 Composition of Mixtures - General. — oo =
3.10 Placing—General.
2.5 Job Mix — General.
2.6 Method Requirements.
. Pavers.
2.7 Performance Requirements (QC/QA). ra 11 Pe hall be:
2.10 Allowed Recycled Materials — General. 457 Methad Reaun :
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2.10.2 Reclaimed Asphalt Pavement (RAP}. — ethed neauirements
2.11 = Asphalt Modifiers. abe —
2.12 Pavement Joint Adhesive. SA6 Sompaction.
3.12.2 Method Requirements.
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10.7 Weather Limitations.
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Construction Requin ements 3.12.3 Performance Requirements (QC/QA).
3.1 Mixing Plants. 3.13 Joints - General.
3.1.1 General. 14 ~~ Variations in Profile and Cross Slope —
3.1.2 Method Requirements. Method (See 3.17.3.4.1).
3.1.3 Performance Requirements (QC/QA). 17 Additional Performance Requirements
3.1.4 Safety Requirements for Inspection — {QC/OA}.
General. 3.17.1 Quality Control,
3.1.5 Scheduling Inspection Personnel - 3.17.2 Quality Assurance.
General. 3.17.3 Acceptance Testing
3.1.6 Access ta Production Facilities - General.
3.1.7 Field Laboratories — General. Method of Wieosurement
3.2 Storage of Asphalt Binder — General. Basis of Payment
3,3 Control of Asphalt Binder — General.
Description
1.1 These specifications include general requirements that are applicable to all types of plant mix asphalt pavements
irrespective of the gradation of aggregate, kind and amount of asphalt binder, or pavement use. Deviations from these general
requirements will be indicated in the specific requirements for each type.
1.2 These specifications provide for the use of reclaimed asphalt pavement material in certain specified mixtures,
1.3. This work shall consist of the construction of one or more courses of asphalt pavement constructed on a prepared foundation
in accordance with these specifications and the specific requirements of the type under Contract. The work shall be in reasonably
2016 NHDOT
Go To=) TOC Division 100 Division 200 Division 300 Division 400 Standard
Division 500 = Division 600 Division 70G Specifications
