1.05
State of New Hampshire Department of Transportation (NHDOT) Standard
Specifications for Road and Bridge Construction, latest edition:
Section 304 Base Courses
Section 401 Plant Mix Pavements - Table 401-1, 401-2
Section 632 Retroreflective Pavement Markings
Prime and Tack Coats - shall conform to the NHDOT Standards
Federal Specifications:
SS-S-164 Sealing Compound, Hot Poured Type, for Joints in Concrete
SS-S-1401C Sealants, Joint, Non-Jet-Fuel-Resistant, Hot Applied, for Portland
Cement and Asphalt Concrete Pavement
SUBMITTALS: IN ACCORDANCE WITH REQUIREMENTS OF GENERAL
SPECIFICATIONS, SUBMIT THE FOLLOWING:
Six sets of complete job mix formula shall be submitted to the Engineer at least two weeks
before any of the work of this section is to begin.
Delivery slips shall be furnished with each load of mix delivered to the project.
Information shall include:
Vehicle identification.
Date.
Project.
Identification of material.
Gross, tare and net weights.
Signed by the bituminous concrete producer.
Stamped by a licensed public weighmaster.
NDAUWA WN
Material test results performed by a certified laboratory shall be submitted to the Engineer
for crushed gravel subbase proposed for the project. If required by the Engineer, samples
shall be submitted to the Engineer.
PART2-PRODUCTS
2.01 CRUSHED GRAVEL SUBBASE:
A. Crushed gravel subbase shall conform to NHDOT Item 304.3 Crushed Gravel, or Item
304.4 Crushed Stone (Fine Gradation).
2019 CIPP Lining Project Road Restoration
Nashua, NH 02745-2
