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NEW YORK STATE DEPARTMENT OF TRANSPORTATION Section 600 STANDARD SPECIFICATIONS (USC) January 1, 202 4 VOLUME 3 680.810308 Install Ball/Arrow LED Traffic Signal Module Each 680.810601 Traffic Signal Section - Polycarbonate, Type I, 12 inch Each 680.810701 Traffic Signal Section - Polycarbonate, Type I, 8 inch Each 680.8111 Traffic Signal Bracket Assembly 1 Way Each 680.8112 Traffic Signal Bracket Assembly 2 Way Each 680.8113 Traffic Signal Bracket Assembly 3 Way Each 680.8114 Traffic Signal Bracket Assembly 4 Way Each 680.8115 Traffic Signal Bracket Assembly 5 Way Each 680.8120 Traffic Signal Disconnect Hanger Each 680.813101 Pedestrian Signal Module - 12 inch, Hand Symbol, LED Each 680.813102 Pedestrian Signal Module - 12 inch by 12 inch MAN LED Each 680.813103 Pedestrian Signal Section - Type I, 12 inch Each 680.813104 Install LED Pedestrian Signal Module Each 680.813105 Pedestrian Signal Module - 12 inch, Bi-Modal Hand/Man Symbols, LED Each 680.813106 Pedestrian Signal Section - Polycarbonate, Type I, 12 inch Each 680.813107 Pedestrian Signal Module – 16 inch by 18 inch Bi-Modal HAND/MAN LED Each 680.813108 Pedestrian Signal Section, Type I - for 16 inch by 18 inch LED module Each 680.813109 Pedestrian Signal Section - Polycarbonate, Type I - for 16 inch by 18 inch LED module Each 680.8141 Pedestrian Signal Bracket Mount Assembly Each 680.8142 Pedestrian Signal Post Top Mount Assembly Each 680.82XX Overhead Sign Assembly Each XX = Type 680.8220 Flashing Beacon Sign Assembly Each 680.8225 Pedestrian Push Button and Sign - without Post Each 680.8226 Pedestrian Push Button and Sign - with Post Each 680.8230 Fire Pre -Emption Tell Tale Light Each NOTE: SEE PAY ITEM CATALOG FOR ITEM NUMBERS CONTAINING VARIABLES. * Mast arm mounting heights, and span wire pole length and load, are as defined on the `Standard Traffic Signal Poles' stand ard sheets and in §724 -03, Traffic Signal Poles. The nominal luminaire mounting height and span shall be as indicated on the plans. ** The mast arm length and mounting height indicated by the item number is for only one of the mast arms. The other mast arm length and mounting height shall be as indicated on the plans. SECTION 681 AND 682 (VACANT) SECTION 683 - INTELLIGENT TRANSPORTATION SYSTEMS
683-1 DESCRIPTION. The work in this section shall include work required for intelligent
transportation systems.
683-2 MATERIALS. Materials shall be as specified in the special specifications.
683-3 CONSTRUCTION DETAILS. The extent of work and construction requirements will be
covered by special specifications in the contract documents.
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NEW YORK STATE DEPARTMENT OF TRANSPORTATION Section 600 STANDARD SPECIFICATIONS (USC) January 1, 202 4 VOLUME 3
683-4 METHOD OF MEASUREMENT. As specified in the special specifications.
683-5 BASIS OF PAYMENT. As specified in the special specifications.
SECTION 684 (VACANT) SECTION 685 - EPOXY REFLECTORIZED PAVEMENT MARKINGS
685-1 DESCRIPTION. Furnish and apply epoxy reflectorized pavement markings at the thickness and
patterns specified and at locations indicated on the Contract Documents or as ordered by the Engineer, and in conformance with the Manual of Uniform Traffic Control Devices (MUTCD ). For the purposes of this specification, the pavement surface may also refer to a bridge deck surface. Under this work, the Contractor shall furnish and apply epoxy reflectorized pavement markings at the location and in accordance wit h patterns indicated on the plans or as ordered by the Engineer, and in conformance with the MUTCD and these specifications. The epoxy marking material should be hot –applied by spray methods onto bituminous and portland cement concrete pavement surfaces at the thickness and width shown on the Contract Documents. Following an application of glass beads, the cured epoxy marking shall be an adherent reflectorized stripe.
685-2 MATERIALS. Materials shall conform to the following requirements:
Epoxy Pavement Marking Paint §727 -03 Glass Beads For Pavement Markings §727 -05 Materials shall conform to the requirements of §727 -03 White and Yellow Epoxy Reflectorized Pavement Markings.
685-3 Construction Details
685-3.01 General. Apply all pavement markings and patterns as shown on the Contract Documents and
in accordance with the MUTCD. Do not apply long line markings over longitudinal pavement joints.
A.The Contractor shall supply the following equipment to the Engineer for use in inspecting the work:
1.Surface thermometer capable of measuring pavement surface temperatures ± 1.0 °F
2.Thermometer to measure ambient air temperatures ± 1.0 °F.
3.Humidity gauge
B.Submit to the Engineer or their authorized representative the following, before starting any pavement marking work:
1.Schedule of operations
2.At least seven (7) calendar days prior to use, the epoxy paint manufacturer's written instructions for use including material mixing ratios and application temperatures.
C.The Contractor shall:
Source: New York Standard Specifications, 2024 Edition. Pages 800–800 of 1,264.