Finance Committee

SECTION 401

The complete sampie(s) (unseparated) shall be protected against damage, transported and delivered by the Contractor within
one working day to NHDOT testing technicians at the testing lab location. Sublots where the core becomes lost or damaged will
be resampled at the direction of the Engineer at the Contractor’s expense.

The specification limits in Table 401-7 will be used for calculating pay factors for in place air voids for each lot:
Table 401-7 - In Place Air Voids Acceptance Limits
TARGET (%) LSL USL

Asphalt Binder _

08

04 0.4

04

0.4

SECTION 401

Any sublot with a gradation or asphalt binder content falling outside the ranges of the reject limits in Table 401-6 will be
cither removed and replaced at the expense of the Contractor or require corrective action to the satisfaction of the Engineer. After
replacement or correction, new samples will be taken and the old test results from that sublot will be discarded.

Table 401-6 - Gradation and Asphalt Binder Content Reject Limits (Deviation from Target)

SECTION 401

3.17.2.3 Sublot Size. The quantity represented by each sample will constitute a sublot. The size of each sublot shall be as
listed under the sublot size heading in Table 401-4. If there is insufficient quantity in a lot to make up at least three sublots of
the designated size in Table 401-4, then the lot quantity will be divided into three equal sublots.

SECTION 401

Cross Slope Lper5 fullstations "Per 3.17.3.5.1

3.17.1.6 Rejection by Contractor. The Contractor may, prior to sampling, elect to remove any defective material and
replace it with new material at no expense to the Department.

3.17.1.6.1 No wearing course pavement shall be removed or repaired without prior approval of the Engineer.

SECTION 401

(n) Procedure for fine grading the top of the surface to be paved.

3.17.1.3 The Plan shall include the following personnel performing the described functions and meeting the following
minimum requirements and qualifications:

A. Plan Administrator shail hold certification as NETTCP OA Technologist and meet one of the following qualifications:

(a) Professional Engineer with one year of highway experience acceptable to the Department.

(b) Engineer-In-Training with two years of highway experience acceptable to the Department.

SECTION 401

3.13.5.4 Joint adhesive shall be melted in a melting kettle that meets the requirements of 413.2.2(b). The joint adhesive
shall be applied at the temperature specified by the manufacturer and shall not be heated above the safe heating temperature
specified by the manufacturer. |

3.13.5.5 Joint adhesive shall be applied using a pressure feed wand applicator system equipped with an applicator shoe as
recommended by the manufacturer. A pour-pot applicator will be allowed on wedge joints only.

SECTION 401

SECTION 491

SECTION 401

3.11.1.9 Pavers used for all 403.11 Item work shall have a minimum weight of 28,000 lbs. and a minimum 8-foot
wheelbase.

SECTICN 401

sampled. This price reduction will not relieve the Contractor of responsibility for latent defects and/or gross mistakes as outlined
in section 107.14.

Palen

3.10.11 General - Drainage and utility structures within the limits of the pavement shall be set and raised in accordance with
the provisions of 64.3.4. Contact surfaces of the drainage and utility castings as ordered shall be painted with a thin coating of
suitable bituminous material.

3.11 Pavers.

3.11.1.1 Pavers shall be: