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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.
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(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.
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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.
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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.
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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:
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thickness to retain heat and to protect it from weather conditions. The cover material when new shall weigh a minimum of 18
oz/yd? and it shall be a tightly woven or solid material. When necessary, so that the mixture can be delivered on the project at
the specified temperature, truck beds shall be insulated, and covers shall be securely fastened.
3.10 Placing — General.
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3.6 Mixing Temperature.
3.6.1 Method Requirements.
3.6.1.1. The Engineer may adjust the job mix formula temperature within the limits of 260° and 350°F according to the
existing conditions. Material with a temperature at discharge outside the job mix formula tolerance may be rejected. In no case
will a mixture be accepted with a discharge temperature in excess of 375°F.
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3.5 Drum Mix Plants — General.
