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3.5.1 The shoulders may be eliminated and used for traffic.
3.5.2 The speed may be reduced to 30 mph through the work zone.
3.5.3 The westbound left turn lane length may be reduced during the hours between 9 AM
and 3 PM. All westbound travel and turn lanes must be in their existing configuration within
125-feet of the intersection.
3.5.4 The westbound through lane and left turn lane may be merged into one lane during
the hours between 9 AM and 3 PM. All westbound travel and turn lanes must be in their
existing configuration within 125-feet of the intersection.
3.5.5 The contractor shall submit traffic control plans, in accordance with section 105.02
of the NHDOT Standard Specifications, depicting each phase of work. Plans shall be
stamped by a professional engineer licensed in the State of New Hampshire. No work shall
commence until the Contractor has an approved traffic control plan.
3.5.6 All maintenance of traffic and traffic control devices shall conform to the
requirements of Section 619 of the NHDOT Standard Specifications.
Method of Measurement
4.1 Concrete repairs measured as a square foot will be measured to the nearest 0.5 of a square
foot as determined by actual surface measurements of the lengths and widths of all the surfaces
repaired.
4.2 Concrete repairs measured as a linear foot will be measured to the nearest 0.25 of a foot as
determined from end to end of the repairs.
Basis of Payment
5.1 The accepted quantity of concrete repairs will be paid for at the contract unit price
complete in place. Payment will be full compensation for furnishing all labor, tools, equipment,
materials, and incidentals necessary to complete the work, including, but not limited to, concrete
removal, surface preparation, formwork, concrete placement, water repellent and silicone joint
sealant application, traffic control, and mobilization.
5.1.1 All costs for mobilization to complete repairs as needed shall be incidental to each
item as needed.
5.1.2 All costs for preparing the traffic control plans, and the work depicted in the traffic
control plans shall be incidental to each item as needed.
5.1.3 All costs for removing and resetting any portion of an expansion joint, as needed to
complete the work, shall be incidental to each item as needed.
Nashua / 16-0186 / 2/15/2017
