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General Provisions (00100-00999)

783PAVEMENT MARKING AND MARKER REMOVAL

IL · 2022 Standard Specifications✓ Full text on BuildSpecBook pages 682–684 Save this section

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Pavement Marking and Marker Removal Art. 783.03 reflector shall be secured to the bridge rail using 3/4 in. (19 mm) stainless steel banding. When bi-directional reflectors are required, the Contractor may install two separate mono-directional Type A reflectors back to back using the same bolt or stainless steel band at no additional cost to the Department.

b.Type B Reflectors. Type B reflectors are for use with guardrail and barrier wall and shall be installed using an adhesive.
c.Type C Reflectors. Type C reflectors are for use with barrier wall and shall be installed using an adhesive.

782.05 Curb Reflectors. Curb reflectors shall be installed using an adhesive.

The installed height of the curb reflectors shall be a maximum of 3/4 in. (19 mm) above the mounting surface. The unit shall have one reflective surface that is placed approximately perpendicular to the mounting surface.

782.06 Method of Measurement. This work will be measured for payment in

place in units of each. Each of the reflector configurations (mono-directional and bi- directional) will be considered as one each.

782.07 Basis of Payment. This work will be paid for at the contract unit price

per each for GUARDRAIL REFLECTORS, of the type specified, BARRIER WALL REFLECTORS, of the type specified, or CURB REFLECTORS. SECTION 783. PAVEMENT MARKING AND MARKER REMOVAL

783.01 Description. This work shall consist of removing existing pavement

markings and raised reflective pavement markers.

783.02 Equipment. Equipment shall be according to the following.

Item Article/Section

a.Grinders (Note 1)
b.Water Blaster with Vacuum Recovery ............................................... 1101.12 Note 1. Grinding equipment shall be approved by the Engineer.. CONSTRUCTION REQUIREMENTS

783.03 Removal of Conflicting Markings. Existing pavement markings that

conflict with revised traffic patterns shall be removed. If darkness or inclement weather prohibits the removal operations, such operations shall be resumed the next morning or when weather permits. In the event of removal equipment failure, such equipment shall be repaired, replaced, or leased so removal operations can be resumed within 24 hours.

a.Pavement Markings. The existing pavement markings shall be removed by the method specified and in a manner that does not materially damage the surface or texture of the pavement or surfacing. Small particles of tightly Art. 783.03 Pavement Marking and Marker Removal adhering existing markings may remain in place, if in the opinion of the Engineer, complete removal of the small particles will result in pavement surface damage.
b.Pavement Markers. The removal of existing markers shall consist of the reflective element and the base casting complete. On those improvements where no pavement rehabilitation is required, the pavement shall be repaired with material according to Article 406.05 to the satisfaction of the Engineer. When permanent raised reflective pavement markers are present and conflict with the revised traffic patterns, only the reflectors shall be removed.

783.04 Cleaning. The roadway surface shall be cleaned of debris or any

other deleterious material by the use of compressed air or water blast. Over cleaning to the extent of possible damage to the roadway surface shall be held to a minimum.

783.05 Method of Measurement. This work will be measured for payment as

follows.

a.Contract Quantities. The requirement for use of contract quantities shall be according to Article 202.07(a).
b.Measured Quantities. The existing pavement marking removal will be measured in square feet (square meters). All existing lines, letters, and symbols will be measured in square feet (square meters).

783.06 Basis of Payment. This work will be paid for at the contract unit price

per each for RAISED REFLECTIVE PAVEMENT MARKER REMOVAL, or per square foot (square meter) for PAVEMENT MARKING REMOVAL – GRINDING and/or PAVEMENT MARKING REMOVAL – WATER BLASTING. Electrical Requirements Art. 801.04

Division 800 — Electrical

GENERAL ELECTRICAL REQUIREMENTS SECTION 801. ELECTRICAL REQUIREMENTS

801.01 Definition. Codes, standards, and industry specifications cited for

electrical work shall be by definition the latest adopted version thereof, unless indicated otherwise. Materials by definition shall include electrical equipment, fittings, devices, motors, appliances, fixtures, apparatus, all hardware and appurtenances, and the like, used as part of, or in connection with, electrical installation.

801.02 Standards of Installation. Materials shall be installed according to

the manufacturer’s recommendations, the NEC, OSHA, the NESC, and AASHTO. All like materials shall be from the same manufacturer. Listed and labeled materials shall be used whenever possible. The listing shall be according to UL or an approved equivalent.

801.03 Safety and Protection. Safety and protection requirements shall be

as follows.

a.Safety. Electrical systems shall not be left in an exposed or otherwise hazardous condition. All electrical boxes, cabinets, pole handholes, etc. which contain wiring, either energized or nonenergized, shall be closed or shall have covers in place and be locked when possible, during nonworking hours.
b.Protection. Electrical raceway or duct openings shall be capped or otherwise sealed from the entrance of water and dirt. Wiring shall be protected from mechanical injury.

801.04 Equipment Grounding Conductor. All electrical systems, materials,

and appurtenances shall be grounded. Good ground continuity throughout the electrical system shall be ensured, even though every detail of the requirements is not specified or shown. Electrical circuits shall have a continuous insulated equipment grounding conductor. When metallic conduit is used, it shall be bonded to the equipment grounding conductor, but shall not be used as the equipment grounding conductor. Detector loop lead-in circuits, circuits under 50 volts, and runs of fiber optic cable will not require an equipment grounding conductor. Where connections are made to painted surfaces, the paint shall be scraped to fully expose metal at the connection point. After the connection is completed, the paint system shall be repaired to the satisfaction of the Engineer.

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Source: Illinois Standard Specifications for Road and Bridge Construction, 2022 Edition. Pages 682–684 of 1,217. View official source ↗

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