717.01 717-1 SECTION 717 REST AREA AND BUILDING MATERIALS
717.01 General. All materials and equipment shall be new and shall be of recognized standard
quality.
717.02 Masonry and Masonry Wall Reinforcement .
a.Masonry . Concrete blocks or concrete ornamental blocks shall be lightweight aggregate concrete blocks conforming to ASTM C129, Type 1. Corner block shall be installed at all wall openings. All block shall be uniform in color and be smooth textured. Ornamental block shall be of the type as scheduled on the plans. Structural glazed tile shall be of the types, color, and sizes shown on the plans. Face brick shall be 2 1/4 inch x 3 5/8 inch x 7 5/8 inch (nominal 8 inch) modular size brick. Brick required at ends of rowlock shall be solid brick (no holes). All face brick shall conform to ASTM C216, Grade SW Type FBS (rough). The style of brick to be used shall be as scheduled on the plans.
b.Masonry Wall Reinforcement . Masonry wall reinforcement for curtain walls, shelter wall panels and information center wall panels shall be ladder type for 6 -inch wall, 9 gauge, galvanized, with deformed side rods. “Z” ties for cavity walls of building shall be 3/16 inch x 6 -inch galvanized rod. Corrugated wall ties shall be 7/8 inch x 7 -inch x 20 gauge galvanized steel.
717.03 Mortar for Masonry and Structural Glazed Tile. Mortar shall conform to subsection
704.04 Coloring shall be added to the mortar for the face brick to yield a mortar compatible
with or approximating the color of the face brick. Remixing or retempering of mortar will not be permitted. Waterproofing compound shall be used in all mortar. Mixing waterproofing compound with mortar shall be in strict accordance with the manufacturer's instructions.
717.04 Metal Specialties.
a.Metal Toilet Stalls . Metal compartments for toilet rooms shall be of the type and style as scheduled on the plans. Each toilet compartment shall be furnished with a cast alloy chrome plated Combination Coat Hook and Bumper and a chrome plated, single -fold type toilet paper dispenser.
b.Mirrors . Mirrors shall have clear anodized aluminum or stainless -steel vandal -proof frames with finish similar to #44 satin stainless -steel. Corners shall be mitered and reinforced. Mirror glass shall be 1/4 inch thick, #1 quality polished plate, 18 -inch-wide x 24-inch-high, of the type and style as scheduled on the plans.
717.05 Sanitary Napkin Disposal. Sanitary napkin disposal shall be of the type and style as
scheduled on the plans. 717.06 717-2 717.06 Doors, Frames and Windows. General. All steel doors, door frames and windows shall be as scheduled on the plans. All doors shall be full flush type, with no exposed seams.
a.Frame and Window Construction . All frames shall be No. 16-gauge steel, with 2 -inch face, 1/2 inch or 5/8 inch integral stops and 5 1/2 inch or 5 3/4 inch depth. Window frames and door frames shall be shipped as “set up,” when welded units are used, with all comers and intersections welded and ground smooth. Frames may be knocked -down when units with steel tabs are furnished. Window frames shall have bottom panels of heights shown on the plans. Hinge jambs shall be mortised for 4 1/2 inches x 4 1/2 inches template hinges and prepared for the ANSI Universal lock strike or approved equal.
b.Door Hardware. Hardware shall be reinforced and completely prepared for field attachment into drilled and tapped holes. All hardware, whether specifically mentioned or not, required to fully complete the work as shown on the plans and in the specifications, shall be included and of the same type and quality as that specified. All hardware shall be as scheduled on the plans. Lockset shall conform to Federal Specification FF -H-00106b, Series 86C -4 where applicable and shall be mortise type. Finish of all hardware shall be U.S. 10 as identified in Fed. Spec. FF -H-00106b, Sec tion 6.8, Table II.
c.Hardware Sets . For hardware locations refer to the door schedule on the plans.
d.Keying . All doors shall be keyed alike. Three keys shall be furnished per building.
717.07 Ceramic Tile. Unless otherwise specified, all tile shall conform to ASTM C126.
All floor tile shall be delivered to the job in unopened, sealed containers. They shall be accompanied with a certificate of grade signed by the manufacturer and the Contractor , together with adequate identification of the containers. Ceramic floor tile shall be of unglazed tile of the style and pattern as scheduled on the plans. Ceramic tile for the Mosaic shall be 1 -inch x 1-inch squares and part squares. The colors and placement shall be as shown on the plans. The Contractor shall submit samples to the Engineer for approval, in duplicate, of each kind of tile proposed for use. When approved, one sample shall be retained for comparison with the finished work.
717.08 Roofing, Flashing and Roof Insulation. General. All roofing materials shall bear the
manufacturer's label on sealed packages. All insulation shall be marked for proper identification. Asphalt for applying roofing shall conform to ASTM D312, Types I, and III. Felt for roofing shall be Type II ( 30-pound type) (not perforated) for the base sheet, and Type I ( 15-pound type) (perforated) for additional layers. Felt shall conform to ASTM D226. 717.09 717-3 Roofing aggregate shall meet the quality requirements of subsection 703.02 and shall be graded uniformly with 100 percent passing the 19.0 mm ( 3/4 inch) screen and 100 percent retained on the 4.75 mm (No. 4) screen. Lumber shall be construction grade or better, Douglas Fir, Larch or Hemlock. Shingles shall be good grade (No. 2) cedar shingles, with a weight of at least 36 pounds per bundle. All membrane roofing shall be four ply. Lumber roofing shall be as shown on the plans. All joints shall be sealed with a two -component type, polysulfide -base synthetic rubber sealant or an approved equal. Sealant shall meet the requirements of ANSI A116.1, Class B. Primer shall conform to the requirements of the manufacturer of the sealant used. Joint filler used as back up for sealant shall be plastic foam joint filler. Care shall be taken to ensure that back -up material shall not contain any asphalt. (Asphalt is incompatible with this type of sealant).
717.09 Carpentry. Ceiling panels, adhesive for panels, moldings to conceal joints, corners and
intersections of panels and walls, color and style of panels shall be as scheduled on the plans.
717.10 Interior Insulation. All insulation, except that required for roof or in frame walls, shall
be expanded polystyrene having a “K” factor of 0.26 (average) at a mean temperature of 70 ˚F and a Perm rating of 1.2 or less, with thicknesses as shown on the plans. Adhesive for bonding the insulation to the masonry walls shall be an asphalt emulsion material that is acceptable to the manufacturer of the insulation. Insulation requi red for underside of roof or in -frame walls shall be blanket -type fiberglass , thickness as shown on the plans with a density of 3/4 pound per cubic foot and shall have a vapor barrier of the embossed vinyl, scrim reinforced, aluminum foil type.
717.11 Glass and Glazing. All glass shall be obscure type, 1/4 inch thick, rough one side and
polished one side or as called for on the plans. All glass shall bear the identifying label of the manufacturer.
717.12 Trash Receptacles. The trash receptacles shall be of the type and style as scheduled on
the plans. Each receptacle shall be furnished with 25 disposable polyethylene liners. Receptacles shall be painted with baked enamel finish, Metallic Gray bottom and Sea Mist top.
717.13 Paint and Special Coating. The special makes of prepared paints, sealant or special
coatings that may be specified or otherwise required must be delivered in the original package with the seals unbroken and labels attached.
717.14 Plumbing. The sanitary drainage system within the building and to the septic tank or
sanitary hookup shall be made of standard weight cast iron soil pipe. The pipe shall be furnished in standard lengths with inner and outer surfaces concentric, smooth inside and free from defects. Any pipe cracked in cutting shall be removed. 717.15 717-4 Cast iron pipe, including bell, shall weigh at least the following average weights per 5- foot of length: Table 717-1 PIPE WEIGHT PER 5 -FOOT LENGTH 2-inch 20 pounds 3-inch 30 pounds 4-inch 40 pounds 6-inch 65 pounds Fittings for cast iron pipe shall be standard design fittings of the same inside diameter as the pipe with which they are used, and of equal quality and weight in all parts. Cast iron pipe and fittings shall conform to Commercial Standard CS 188 for Standard Weight Cast Iron Soil Pipe and Fittings. Lead for caulking joints in cast iron pipe shall be soft pig. All oakum shall be pitched. Use 12 ounces of lead for each 4- inch diameter of pipe used. All hot and cold -water piping and supply lines above grade shall be Type L, copper pipe with sweated and brazed fittings. Pipe, valves and fittings shall be of Bridgeport, Case or Mueller, or an approved equal. Connections involving different metals shall require a dielectric u nion. Solder shall be 95.5 tin and antimony and shall be applied as per manufacturer's instructions. Underground water lines under concrete slab of the building shall be ASTM B88, Type “K” hard drawn copper pipe with brazed fittings. Brazing material shall be silver solder. Pipe for sewage vent lines shall conform to the Colorado Plumbing Code. A suitable vent screen shall be provided for each vent line. Underground water line to building, sanitary station and trailer pad shall be 100- psi pressure rated, virgin polyethylene pipe. Fittings shall be of polyethylene or nylon with stainless- steel clamps. All pipe and fittings shall be approved by the National Sanitation Foundation and shall bear that mark.
717.15 Heating and Ventilating.
a.Heaters. The wall heaters shall be of the make and model scheduled on the plans. The forced air furnace shall be of the make and model scheduled on the plans with adjustable pulley type belt drive blower. Motor shall be 120 V/60 cycle single phase. Furnace shall be complete with cabinet, electric heating section, blower, filters, motor , belt drive, adjustable pulley on motor, safety controls, relays, and all other items as may be incidentally required for a complete and ready to operate installation. Capacity shall be as indicated on the plans.
b.Grills . Grill location, model, style and sizes shall be as shown on the plans.
c.Thermostat . Thermostats shall be as specified under electrical work in subsection 717.16. 717.16 717-5 (d) Exhaust Fan and Curb. Exhaust fan shall be of the make and model scheduled on the plans. Fan shall be mounted on a prefabricated curb equipped with automatic back draft damper. Fan shall be operated by a timer. Fasten curb directly on top of sheathing.
e.Duct Work . Duct work shall be fabricated from galvanized steel sheets per recommended practice as outlined in the current edition of the American Society of Heating, Refrigeration and Air Conditioning Engineering Guide. Aluminum may be used at the Contractor 's option and shall conform to gauge shown in the table below. All duct work shall be fabricated from the one material selected by the Contractor. The following sheet gauges and thicknesses shall be used throughout: Table 717-2 DUCT WORK SHEET GAUGES AND THICKNESS Maximum Side (Inch) Steel
U.S. Gauge Aluminum Thickness (Inch) Type Of Transverse Joint* Bracing Up to 12 26 .020 S, Drive Pocket or Bar Slips, on 7" - 10" centers None 13 to 18 24 .025 None 19 to 30 24 .025 1" x 1" x 1/8" at 60" Table 717 -2 Notes: * Other joint connections of equivalent mechanical strength and air tightness may be used. The flat side of all ducts shall be cross broken. All horizontal ducts are to be supported with angle iron hangers secured to the construction above, at intervals not to exceed 7 feet 10 inches. All vertical riser ducts shall be supported at floor and ceiling with angle iron rests secured to the ducts.
f.Outlets, Inlets and Vents . All outlets, inlets and vents shall be of the type and style called for on the plans, or an approved equal.
717.16 Electrical.
a.Conduit . Conduit below grade, finish floor elevation, or embedded in concrete shall be rigid steel, hot dipped, sherardized or galvanized, unless otherwise specified. Each length of conduit shall be stamped with the name or trademark of the manufacturer and shall bear the Underwriter's Laboratories, Inc. label. Thin wall electrical metallic tubing conduit will be permitted above grade, unless otherwise noted on the plans.
b.Conduit Fittings . Conduit fittings shall be compatible with the conduit furnished, with cast covers and where installed exposed to the elements, shall have vellum or fiber gaskets.
c.Conductors . All 120 and 220- volt wire and cable shall be single conductor , soft drawn, copper wire with 600- volt insulation. Type TW shall be used for overhead runs. Type THW shall be used in runs under floor slab inside building. 717.16 717-6 Cable serving water wells may be one cable of three conductor s, Type USE; three single conductors, Type USE, placed in the same trench; or two conductor s Type UF , with ground wire. The wire size shall be as shown on the plans with no splices below ground. Cable serving outdoor lighting may be one cable of two conductors Type USE or two single conductors, Type USE placed in the same trench. The wire size shall be as shown on the plans with no splices below ground. Main service cables shall be Type USE. Wire size shall be as shown on the plans for direct burial type. Cable sheathing and insulation shall conform to ASTM D4227. Splices will not be allowed between the utility pole and the main circuit breakers at building. All wire smaller than #10 AWG, shall be solid copper and all wire #10 AWG and larger shall be stranded copper wire. Aluminum wire will not be allowed. Wire size not shown on the plans shall be sized according to the requirements of the National Electric Code.
d.Thermostat . Thermostat for controlling furnace or wall heaters shall be of the low voltage type. Thermostat for operating emergency light shall be 32 -90 ˚F range, heavy duty, line voltage type, to make contact on temperature drop.
e.Emergency Light. The emergency light shall be weatherproof, with guard, red glass globe, gasket and 6 volt, 25 watt, medium base extended service lamp.
f.Device Plates . Device plates in Utility room shall be pressed steel to suit the device to be covered. Device plate in restrooms shall be stainless- steel type 430.
g.Emergency Battery Charger . The charger shall be 6 volt, 50- amp hour rated, operating on 110- 120-volt AC, 60 cycle, without lights, mounted on a bracket supplied by the manufacturer, complete with fast charge ammeter, trickle charge millimeter , test switch and pilot lights. The battery shall be 6 -volt plastic or glass jar lead acid type. All shall be mounted in a 20- gauge minimum steel cabinet, adequately ventilated by louvers.
h.Disconnect Switches . All safety switches shall be S/N, fused, and Type “ND” construction as prescribed by the National Electrical Code. Weather -proof housing for exterior switches shall be provided.
i.Timer. Timer for exhaust fan shall be 10 ampere, SPDT , 120 V for intermittent operation. A 24-hour dial with 96 tabs to permit 15- minute switching changes shall be provided.
j.Miscellaneous . Lighting switches, receptacles, hand dryers, photoelectric cells, contactors, switches, panels, lighting fixtures, area luminaires and poles shall be the style, type and color as scheduled on the plans. Note: The Contractor shall furnish the Engineer three portfolios (bound copies) containing names of manufacturers, cuts and curves of all lighting fixtures to be used on the project within 30 days after approval of all materials has been made. The portfolios shall be made on 8 1/2 inch x 11 inch sheets, with cuts glued on and fixtures identified by number as per specifications. These portfolios will not be returned and will become the property of the Department . 717.17 717-7 717.17 Sewer, Septic Tank, Leaching Field, Sanitary Station and Sewer Lift Station. Concrete reinforcing steel, concrete pipe and sewer piping (vitrified clay, plastic, and cast iron) and associated construction methods shall be as specified under the appropriate subsections of Section 600 or 700. Cast iron manholes and waterstops for septic tanks and water tower and hatch for trailer sanitary station shall be the type and size as scheduled on the plans. The gravel material used for leaching fields shall be crushed stone, crushed or natural gravel meeting the following grading requirements: Table 717-3 LEACH FIELD GRAVEL MATERIAL GRADATION Sieve Size Mass Percent Passing Square Mesh Sieves 25.0 mm (1 inch) 100 19.0 mm (3/4 inch) 95-100 4.75 mm (No. 4) 0-5 717.17 717-8 THIS PAGE INTENTIONALLY LEFT BLANK INDEX Page Page INDEX -1 AASHTO LRFD Bridge Design Specifications .............................................................. 509-1 Abbreviations ..................................... 101-1, 2 abutments .............. 101-3; 105-36, 37; 601 -30 Acceptance .......................................... 105-29 Acceptance Criteria, Test Soil Nail 504-23 Final Acceptance .................... 105-28 Final Landscape Acceptance ......... 623-9 Final Smoothness Acceptance ..... 105-31 Initial Smoothness Acceptance .... 105-25 Owner Acceptance .................. 106-14 Partial Acceptance .... 105-40, 41; 208 -30 Ultrasonic acceptance ................ 509-6 Acceptance and Final Payment ............ 109-13 Acceptance or Rejection of Recommendation ............................................................ 105-35 Accessible Pedestrian Signal ......... 614-10, 11 ACM ........... See Asbestos Containing Material ACPA …See American Concrete Pipe Assoc. ACS ............ See Asbestos Contaminated Soil Acts of God ............................. 107-14; 108- 10 AD ........................... See Areas of Disturbance Additional Responsibilities of the Standing Disputes Review Board ........................ 105-45 Adjust Structure ..................................... 210-2 Admissibility of Recommendation......... 105-50 Admixtures ................... 504-16; 601- 13; 711-1 Air Entraining ................. 412-1; 711-1 Chemical admixtures ......... 412-1; 711-1 Corrosion inhibiting admixtures ..... 711-1 Advertisement ........................................ 101-2 AEP ......See Asphalt Emulsion for Prime Coat AFAD . See Automated Flagging Assistance Devices Affected Area ......................................... 101-3 Aggregate Coarse Aggregate .................. 703-1, 4 combined aggregate gradation 106-13, 14 Fine Aggregate ......................... 703-2 Fine Aggregate Sand Equivalent ..... 105-9 industrial by -product aggregates .... 206-2 segregation of aggregates .......... 503-13 Aggregate Bag ......................... 208-8, 24; .................... See Tables 208 -11, 12, 13 Aggregate Base Course ................... 304-1; ............................ See Tables 703 -2, 3 Aggregate Base Course (RAP) ......... 703-2, 4 Aggregate for Bases ........................ 703-2 Aggregate for Cover Coat Material ....... 703-6 Aggregate Gradation ............................. 703-1; ........ See Tables 208- 11, 12, 13 Aggregate Gradation and Sand Equivalent ........................................... 106-17 Aggregate for Median Cover .... 610-1; 703 -10 aggregate spreader ..................... 409-1, 2 aggregate stockpiles ............ 106-14; 601 -26 air pollution emission notice ............... 250-5, 8 Air Quality Control ............................... 107-17 ALT2 CSP . See Aluminized Corrugated Steel - Pipe Type 2 ambient temperature ........................... 105-21 American Concrete Pipe Association ..... 706-1 American Welding Society ..................... 502-8 Anti-Collusion Affidavit ........................... 102-3 APEN .......... See air pollution emission notice Approval and Qualifications of MSE Wall Installer ........................................ 504-8 appurtenances .......................... 105-35; 202- 1 APS ........... See Accessible Pedestrian Signal ARA ............... See Asphalt rejuvenating agent Archaeological and Paleontological Discoveries ...................................... 107-15 Areas of Disturbance .............. 107-15; 208- 12 Asbestos ................................................ 203-5 Asbestos Contaminated Soil Statewide Management Plan .................... 203-5 Asbestos- Contaminated Soil Guidance 203-5 Asbestos Containing Material ..... 206-4, 250-6 Asphalt .................................................. 401-1 Asphalt Emulsion ...................... 409-1 asphalt mastic ................ 706-1, 707 -3 asphalt mix design .................... 401-1 asphalt pavers ......................... 401-5 Asphalt cement ........ 105-10, 18; 401- 3; 702 -1 Asphalt cement binder ............... 420-1 Asphalt Cement Cost Adjustments ......... ................................ . 109-13 -thr 16 Preparation of, in HMA ............... 401-7 Asphalt Emulsion for Prime Coat ........................................... See Table - 702-5 Asphalt Mat (Planing) ..................................... Removal of Asphalt Mat (Planing) .......... ................................ . 109-12; 202-8 Asphalt materials ......... 109-4; 407-1, 2; 411 -1 Chip Seals .................... 409-1; 702-3; ............................... See Table 702 -3 Emulsified ..... 307-4; 406-1; 409 -1; 702-3 fog seal ................................ . 409-1 Prime C oat . 307-10; 407-1; 412-13; 702-6 rejuvenating agent ... 405-1; 407-1; 411-1 seal coat ....................... 411-1; 627-2 Tack Coat ... 105-30; 401-7; 407-1; 411-1; ................................ ........... 609-2 Asphalt Mixing Plant .............................. 401-4 Asphalt Paver ........................................ 401-5 INDEX Page Page INDEX -2 Asphalt rejuvenating agent ..... 405-1; 407 -1; ...... 409-1; 411 -1; 702 -9; See Table 702 -8 Assignment Of Antitrust Claims .............. 103-1 ATD ...................... See average texture depth audit ....................................... 105-41; 109- 11 Automated Flagging Assistance Devices ........................................................ 630-1, 14 Authority and Duties of the Project Engineer ............................................................ 105-37 Authority of the Engineer ....................... 105-1 Automatic Controllers ............................. 623-1 available source ..................................... 106-2 average texture depth .................... 105-23, 30 Award .................................................... 101-3 Award and Execution ............................. 103-1 AWS ............... See American Welding Society Backflow Preventer ........................... 623-1 thr Balled .................................................... 214-3 Balled and burlapped ............................. 214-3 Bar List .................................................. 602-1 barbed wire ................................. 607-1; 710-1 Barricades ................. 614-2, 30; 622- 2; 630 -1 Barricades and Signs ............................. 107-9 Barrier .................................................. 105-26 cast-in-place ..................... 606-1 thr 4 concrete ........................ 606-1; 630 -6 landscape weed ....................... 420-3 median ....................... 105-36; 601-19 Non-Concrete .......................... 630-6 Permanent Concrete .................. 606-2 precast ................................ . 606-3 sediment ............. 208-5, See Silt Dikes Temporary ............................. 630-5 Temporary Precast Type 7 Concrete 606-3 Wood Noise ............................ 607-2 bars ............... 202-11; 412-7 thr 10, 22 thr 25; ............ 504-15, 18; 602- 2 thr 4; 618-2; 709- 1 BASES .................................................. 304-1 Stabilized Bases ...................... 412-16 Basis of Payment ................................... 101-3 Beads .. 106-20; 627-1, 4 thr 7; 713 -3 thr 5, 10 beams ............... 106-15, 16; 509- 12 thr 14; .......................... 518-2; See Table 518 -1 Bearing Device ............................. 512-1 Type I ................................... 512-1 Type II ................................ .. 512-2 Type III ................................. 512-2 Bearing Materials ................. 601-5; 705-2; ................................ .. See Table 705- 1 Bed course material .. 206-5, 7; 608- 2; 703-9; ................................ See Table 703- 11 for Sidewalks .......................... 703-9 for Slope protection or riprap filter blanket ................................ . 703-9 Bending .... 509-11; 602-1, 2;See Table 602- 1 BFM .................... See Bonded Fiber Matrices Bidder .................................................... 101-3 Prequalification of ..................... 102-1 Bidding Requirements ..................... 102-1 invitation for Bids ............................. 101-5 materially unbalanced ............... 102-3 mathematically unbalanced .......... 102-3 bikeways ............................................... 608-1 Bit. Co. CSP ...... See Bituminous Coated CSP Bituminous Coated Corrugated Steel Pipe and Pipe Arches ............................ 707-1 Bituminous Material ............................... 702-1 Asphalt Cements .......................702 -1 Emulsified Asphalts ....................702 -3 Hot Poured Joint and Crack Sealant 702-10 recycling agent ................ 406-3; 702 -6 rejuvenating agent ....................407 -1 Blading ................................................ 203-10 Blading and Dozing ....................... 203-11 BLM ........... See Bureau of Land Management Blotter Material .................................. 407-1, 2 bluetops .............................................. 105-36 Bolt ................. 105-37; See Tables 509 -2, 3, 4 Bolt locations and patterns .................. 105-37 bolts ...................................................... 508-2 Bonded Fiber Matrices .................213- 5, 8; ................................ ... See Table 213- 7 bonding ................... 420-2; 512- 3; 601 -33, 44 Bonding and Grounding ....................... 614-26 Bonds Requirement of Contract ............. 103-1 Borrow ............................................... 203-1, 6 material ................................. 106-2 pits ................................ ....... 106-1 break -away .................... 210-2; 614- 1, 614-31 breakpoint ........................................... 105-26 Brick ................................................. 622-2, 3 Clay or Shale .................. 604-1; 704-1 Concrete ....................... 604-1; 704-1 Concrete Masonry Blocks ............. 704-1 Masonry …………………………………. 604-2 Sewer and Manhole ....................704 -1 Bridge .................................................... 101-3 AASHTO LRFD Bridge Design Specifications ............ 206-10; 509-1 Bridge Expansion Device ....... 518-1,2,11 approach .............................. 412-11 deck ................................... 105-20 Length ...................................101 -3 Roadway Width ........................ 101-3 prestressed concrete .................. 618-1 steel ...................... 106-19, 20; 202-8 Test Bridge .............................412 -4 INDEX Page Page INDEX -3 Bridge Deck Curing ................................ ... 601-31 Placing, Consolidating and Finishing 601-35 Bureau of Land Management ...... 625-1; 629- 1 burlapped ............................................... 214-3 bus pad ................................................ 105-26 Buy America Requirements ........ 106-19 thr 21 cabinet ........ 202-6, 614-6, 7; See Table 614- 1 cableways ............................................ 105-35 CAG ........ See combined aggregate gradation caissons ...................................... 107-6; 503- 7 Calcium Chloride ......................... 601-6; 712-1 Calendar Day .............................. 101-3, 108-7 caliper .............. 215-2; See Tables 215 -1, 2, 3 Camber Tolerance ................................ 509-18 Cambering ...................................... 509-12,14 CAP ........... See Corruggated Aluminium Pipe CAPWAP ......... See Case Pile Wave Analysis Program Carpentry .................................... 622-5; 717- 3 Case Pile Wave Analysis Program ......... 502-7 casing ............................................503- 2 thr 9 Cattle Guards ......................................... 611-1 CBC ......................... See concrete box culvert CDOT Erosion Control and Stormwater Quality Guide ....................................... 208-18 CDOT Project Engineer ......................... 101-7 CDOT Resident Engineer ....................... 101-3 CDOT’s Regulated Asbestos -Contaminated Soil Management Standard Operating Procedure, dated October 18, 2016. 250-13 CDPS -SCP ... See Colorado Discharge Permit System Stormwater Construction Permit CDW ................. See Construction Dewatering Cement Asphalt ................. 401-3; 420-1; 702-1 Hydraulic ............. 601-11; 618-2; 701-1 mortar lining ........................... 716-2 Slag ...................... 601-5,7, 12; 701-2 Ceramic Tile ................................ 622-3; 717- 2 Certificate of Compliance ........... 101-3; 208-2; ................................................. 106-21; 216- 5 Certifications, Calculations, and Testing Reports ........................................... 504-6 Certified Invoice ..................................... 101-3 Certified Mill Test Reports .................. 618-1, 7 Certified Test Report ................. 101-3; 106- 23 certified welding inspector ...................... 502-9 Chain Link Fabric ................................... 710-1 Channel Application ............................... 216-6 Channelizing Device ........................ 630-4, 13 Character of Workers; Methods and Equipment .............................................. 108-8 Charpy V -notch ...................................... 509-1 check testing program ....................... 106-6,15 Chief Engineer ...................... 101-5, 7; 105-37 Chief Engineer Decision ...................... 105-54 Chip seal Weather Limitations .................. 409-1 CHIP SEAL ...................................... 409-1 POLYMERIZED EMULSIONS FOR ...... 702-4 Chip sealing operations ................... 409-2 Chloride ................. 203-3, 4; See Table 203 -1 Chronic Finding ............................. 208-27, 29 circumferential ............................ 510-2; 603- 2 CJP .............. See Complete Joint Penetration Cl ................................................ See Chloride Claim Package Submission ................. 105-54 Claims for Unresolved Disputes ........... 105-38 Clarification and Reconsideration of Recommendation ........................ 105-50 Cleaning Cleaning of Connections ..............509 -24 Cleaning of Surfaces to be Painted .. 509-19 Cleaning of Unpainted ASTM A709 Grade 50W Steel ............................... 509-18 Field Cleaning and Painting of Steel 509-28 Final Cleaning Up ....................... 104-4 CLEARING AND GRUBBING ................ 201-1 CMTRs ............ See Certified Mill Test Reports cobbles .................................................. 420-1 COC ................ See Certificate of Compliance cold recycled ................................. 406-1 thr 4 Cold Weather Concrete Paving ........... 412-11 Cold Asphalt Pavement (recycle) Weather Limitations 406-1; See Table 406 -1 Colorado Contractors Association ........ 105-44 Colorado Discharge Permit System Stormwater Construction Permit ................. ........................................... 107-20; 208-1 Colorado Water Quality Control Act ................ ...................................................... 107-16, 19 Comfort Station and Sanitary Station Signs .............................................................. 622-3 Compaction ..................... 106-4; 203-7 thr 10; .............................. 304-1; 307-3 thr 5; 401-11 Compaction equipment ............... 203-7; 206-6 compaction pavement test section .................. .................................................. 401-12 thr 14 Compensation for Altered Quantities ..... 109-5 Compensation for Changes and Force Account Work ................................ 109-5 Compensation for Compensable Delays. ........ ............................................................ 109-18 Competent Persons ............................... 107-5 Complete Joint Penetration ........... 502-10, 11 Completion Date Contract ..................... 108-9 Composition of Mixtures ........................ 401-1 Compost ................. 208-4; 212-2; 214-5; ............................... See Table 212 -1 compressive strength ............. 105-19; 106-14; ................... 412-11, 20; 601- 9, 18, 19, 24, 25, INDEX Page Page INDEX -4 ..... 601-30, 31, 41 thr 45, 54; See Table 601- 1 COMPRESSIVE STRENGTH CRITERIA ........ ..... 105-19; 106-16, See Table s 105-10; 106-3 CONCRETE Acceptance and Pay Factors ........ 601-40 AGGREGATE GRADATION TABLE ........... , .. 703-1, See Table s 208-9; 518 -4; 703-1 AGGREGATES ............ 601-12,26; 703-1 Air Content Adjustment ............. 601-16 Batching ........ 412-1; 601-11; 618-21, 22 Bridge Decks .......................... 601-38 box culvert ............... 104-4; 601-18,49 Cold Weather Concrete Paving ...... 412-8 Construction by Form Method ...... 412-15 Construction by Slip Form Method . 412-16 Curing ....................... 307-10; 412-11; ............... 601-31, 32, 38, 39, 54 ; 608-2; .................... 618-25, 26; 641 -3; 7111-1 Curing , water used ............ 307-1; 712-1 Curing Materials ....................... 711-1 Dowel Bar Retrofit ................ 412-9,24 Dowel Bars and Tie Bars ..... 412-1; 709-1 Epoxy ................. 712-6; 713-12 thr 14 Falsework ...... 101-5; 509-21, 23; 601 -21 Finishing ........................ 307-4; 412-5 Finishing Equipment ........ 412-2; 518-13 HYDRAULIC CEMENT 601-11; 618-2; 701-1 JOINT .... 412-6 thr 10, 14; 601 -37; 705-1 Limitations of Placing ................ 412-4 Macro Fiber -Reinforced ...... 507-1; 601-6 maturity meters ... 412-11, 12, 20 ; 601-18 Mixing ................................ ... 412-2 Opening to Traffic ................... 412-19 Pay Factors ....... 601-40; See Table 601 -3 Placing ................ 412-4; 601 -25; 608 -1 Portland Cement Concrete Pavement .... .............................. 106-10,; 412-17 Preparation of Subgrade ..... 307-1; 412 -3 Pre -placement Conference ................. ........................... 518-12; 601-25, 35 PRESTRESSED .................. 618-1; 714-1 Reinforcing Steel ... 202-8; 503-4, 11, 12 ; ................. 504-26; 602-1; 708 -7; 709 -1 Removing Forms ...................... 412-15 Repair of Defective Concrete Pavement ................................ .......... 412-12 Setting Forms ......................... 412-15 Slope and Ditch Paving ....... 507-1; 601-3 Splitting Tensile Strength of Cylindrical Concrete Specimens ............... 105-22 Water ................................ ... 712-1 Concrete blockouts Forms ................................ .. 518-13 Concrete Curing Materials ..................... 711-1 Concrete for Pretensioned and Combination Tensioned Products 618-22 CONCRETE PAVEMENT ....... 105-18; 202- 11; ............................................................. 412-1 Concrete Saw ........................................ 412-3 Concrete slabs ....................... 412-13; 601- 29 Concrete Washout Structure ........... 208-7, 23 Prefabricated, Type 1 ............ 208-7, 23 prefabricated, type 2 ............ 208-7, 23 Conduit .................................. 603-1; See pipe Bedding for Concrete or Clay ........603 -2 Concrete or Clay .......................603 -2 Electrical ... 613-5; 614-31; 713-11; 715-7 Fittings .............. 514-2; 601 -27; 613-7; . 614-28; 622-12; 623-3; 707-1, 2; 717 -4, 5 Flashing at Flues, Breather Vents, Vents, Roof Drains and Emergency Light Conduit ........................ 622-4 Joining ................................ ..603 -2 Metal ................................ ....603-3 Placing ................................ ..603 -2 Plastic ................................ ...603-3 Conformity ............................................. 101-4 Conformity to Roadway Smoothness Criteria ............................................................ 105-24 Conformity to the Contract ..................... 105-7 Conformity to the Contract of Hot Mix Asphalt ............................................................ 105-14 Conformity to the Contract of Portland Cement Concrete Pavement ........... 105-18 Conformity to the Contract of Superpave Performance Graded Binders ........... 105-13 Connections Using High- Strength Bolts .......... ...................................................... 509-18, 24 Consistent ground freeze ...................... 212-5 Construction by Form Method ............. 412-15 Construction by Slip Form Method ...... 412-16 Construction Dewatering ..................... 107-17 Construction Drawings .......................... 101-4 Construction of Control Measures ....... 208-21 Construction Over and Adjacent to Navigable Waters ................................................ 107-9 Construction Requirement s ................... 101-4 Construction Stakes, Lines and Grades ......... ............................................................ 105-36 Construction Surveying ......................... 625-1 accuracy tolerance ........... 625-3; 629 -2 Changes ................................ .625-4 Contractor Surveying ........ 105-36; 625-2 MATERIALS AND EQUIPMENT ......... 625-1 Monuments and Stakes ................ 625-4 Pay Quantities Measurements ........625 -4 Responsibility and Inspection ........625 -3 Survey Records ......................... 625-4 INDEX Page Page INDEX -5 Construction Traffic Signs ............. 630-12, ............................................. See Table 630- 7 Panel Size A .......................... 630-16 Panel Size B .......................... 630-16 Panel Size C .......................... 630-16 Special ................................ 630-16 Construction waste .............................. 107-20 Construction Zone Traffic Control ........... 630-1 Automated Flagging Assistance Devices ................................ ............. 630-1 barricades ........ 614-2, 30; 622 -2; 630 -1 Channelizing Device .............. 630-4, 13 Concrete Barrier ....................... 630-6 delineators ............................. 630-1 Electronic Advance Warning Signs . 630-3; ............................... See Table 630 -2 Emergency Pull -Off Area (Temporary) ... ....................................... 630-14, 17 flagging ................................ . 630-1 Flagging and Pilot Car Operation .. 630-13 flashing beacon (portable) ...... 630-6, 13 masking and unmasking existing signs ............................................. 630-1 mobile pavement marking zones .......... ................... 630-1, 17; See Table 630 -5 Non-Concrete Barrier ................. 630-6 pilot car operation .................... 630-1 Public Information ................... 630-10 Signs and Barricades .................. 630-1 Temporary Barrier ..................... 630-5 Temporary Channelizing Devices .... 630-4 Temporary Masking Signs ........... 630-12 Temporary Portable Rumble Strip . 630-5, ................................ ...... 14 thr 16 Temporary Traffic Signals ............ 630-3 Traffic Cones ........................... 630-3 Traffic Control Management .... 630-1, 10 Traffic Control Plan ................... 630-6 Transportation Management Plan ... 630-6 Transportation Operations Plan ... 630-10 Consultant Project Engineer ...... 101-7, 105-41 Contaminated Groundwater Disposal ... 250-11 contaminated material ................. 106-2; 250- 5 Contract ................................................. 101-4 Award of ................................ 103-1 Conformity to the ................... 105-57 Conformity to the Contract of Hot Mix Asphalt .......................... 105-14 Default of ............................. 108-12 Determination and Extension of Contract Time ............................. 108-9 Execution and Approval of ........... 103-1 Intent of ................................ 104-1 Item ................................ ..... 101-4 Modification Order .................... 101-4 Payment Bond ......................... 101-4 Performance Bond .................... 101-4 Subletting of ........................... 108-1 Termination of ........................ 108-14 Time ................................ ..... 101-4 Contract Modification Order ................... 101-4 Contractor .............................................. 101-4 Cooperation Between ................ 105-36 Cooperation by .......................105 -33 Cooperation with Utilities .......... 105-35 Engineer ................................ 101-5 Responsibility for Work ..............107 -13 Source ....... 106-2; 107 -15; 601 -10; 701 -2 Contractor Submittals ... See Table 105-1 Contractor Surveying ................ 105-36; 625- 2 CONTRACTORS PERFORMANCE CAPABILITY STATEMENT ............ 103-1 Control Measures .... 107-17; 208- 1, 10 thr 17 Construction of .......................208 -16 Maintenance of .......................208 -20 for Stormwater .......................208 -18 for Stormwater Pollution Prevention 101-5 CONTROL OF MATERIALS .................. 106-1 CONTROL OF WORK ........................... 105-1 Controller Cabinet Contents ........... 614-6, 7 Cooperation Between Contractors ....... 105-36 Cooperation by Contractor ................... 105-33 Cooperation with Utilities ..................... 105-35 Coordination of Plans, Specifications, Supplemental Specifications, and Special Provisions ...................................... 105-32 Copper Pipe .......................................... 716-2 Core ..................... 105-15, 30; 307-4; 401 -10; .................. 412-17 thr 20; 601- 42; 618 -24, 31 corrective action ............. 106-2; 208- 26 thr 28 Corrective work ................... See Table 105-14 correlation curve .................................. 105-22 Corrosion resistant ................................ 624-2 Steel ................................ ...710-1,2 turf reinforcement mat .............. 216-3 Corrugated ............................................ 203-3 aluminum ............................... 203-3 metal ........................... 202-2; 603-4 polypropylene ........................ 630-12 steel .................... 203-3; 603-1; 701 -1 Steel Pipe and Pipe Arches .......... 707-1 costs .............. 104-6 thr 8; 105-42, 56; 109- 18 County ................................................... 101-5 Cover Coat Material ............................... 409-1 Cross Stitching .................................... 412-22 Equipment .............................412 -22 Crosshole Sonic Log ........................... 503-14 CSL ........................ See Crosshole Sonic Log CSP ...................... See Corrugated Steel Pipe CTP ...................... See check testing program CTS ... See compaction pavement test section INDEX Page Page INDEX -6 Culvert ................................................... 101-5 and Sewers ............................. 603-1 Clean ................................ .... 202-9 concrete box ............. 104-4; 601-18, 41 Repair of Damaged .................... 603-4 Culverts and Sewers .............................. 603-1 Backfilling .............................. 603-3 Deflection Testing of Metal and Plastic Pipe ................................. 603-4 Elongation .............................. 603-3 Excavation ............................. 603-1 Joining Conduit ........................ 603-2 Placing Conduit ........................ 603-2 Curb Bituminous ............................. 609-2 fog coat ................................. 609-3 Type 2 Cast-in-Place Concrete ...... 609-1 Type 4 Dowelled Concrete ........... 609-1 Type 6 Sloping ......................... 609-1 Curb and Gutter ..................................... 609-1 Backfilling .............................. 609-2 Bed Course Material .................. 609-1 Bituminous ............................. 609-1 Cast -in-Place Concrete ............... 609-1 Concrete ............................... 609-1 Curing ................................ ... 609-2 Excavation ............................. 609-1 Expansion Joints ...................... 609-2 Forms ................................ .. 609-1 Joint Filler ............................. 609-1 Machine ................................ . 609-2 Mixing and Placing .................... 609-1 Painting and Sealing .................. 609-3 Reinforcing Steel ...................... 609-1 Sections ................................ 609-2 Surface Tolerance ..................... 609-2 Tack Coat ...................... 407-1; 609 -2 Curb Ramp Bituminous ............................. 608-1 Concrete ............................... 608-1 Curb roll ................................................. 208-9 Curb roll for Storm Drain Inlet Protection ........ .............................................................. 208-9 curing accelerated ...................... 618-25, 26 Blanket Method .................. 601-32, 39 Cold weather .......................... 507-3 Cold Weather Limitations ........... 601-26 Concrete Other Than Bridge Decks 601-21 film ............................ 412-11, 641-3 Finishing and ........................... 307-4 Form Method .......................... 601-32 Hot Weather Limitations ............ 601-26 initial .................................. 618-25 Membrane Forming Curing Compound Method ......................... 601-32, 38 moist ................................ .. 618-25 self -curing ............................ 614-27 temperature .............. 601-32; 618-8,26 Water Method ........................ 601-31 Water used .................... 307-1; 712-1 CVN ................................ See Charpy V -notch CWI ................ See certified welding inspector Dampproofing ........................................ 516-1 Day........................................................ 101-5 De Novo Litigation ............................... 105-58 debris ................................... 202-4; 250-9, 10 deceleration lanes ............ 105-25, 27; 412-10 Deck Concrete ......................... 515-1 thr 3 forms ................................ .. 601-16 overhang .............................. 601-24 Permanent Steel Bridge ............ 601-19 precast panel .................... 601-16, 19 steel ................................... 601-19 defects .................................... 504-13, 14; ................. 618-26 thr 28; See Table 504- 3 Delay .............................................. 108-10, 11 Delineators ................................. 612-1; 713-2 Flexible Posts ..........................612 -1 Steel Posts .............................. 612-1 Delineators and Reflectors .................... 612-1 Department ........................................... 101-5 Department Furnished Materials ......... 106-18 Department Smoothness Verification Testing ............................................................ 105-31 Department Surveying ......................... 105-36 Design Heights and Supplied Reinforcing Material ........................................... 504-4 Detectors Magnetic ................................ 614-8 Micro Loop .............................. 614-8 Determining Quality Level .................. 105-15; .................................................... 106-4 thr 11 Detours ....................................... 104-3; 202-/ dewatering ..................................... 107-17, 18 Diamond Grinding .....................202- 11; 412 -6 Diamond Grinding Concrete Pavement 202-11 Differing Site Conditions ............. 104-1; 109-5 Differing Site Conditions, Suspensions of Work, and Significant Changes in the Character of Work .............................. 104-1 Discharges .......................................... 107-17 Allowable Non -Stormwater ......... 107-20 Allowable Stormwater .............. 107-20 Disclosure ........................................... 105-45 Disincentive ......................................... 106-15 Disincentive payment .......................... 105-16 Dispute Resolution .............................. 105-41 INDEX Page Page INDEX -7 Dispute Review Board .......................... 105-44 Dispute Review Board Hearing ...... 105-46, 48 Dispute Review Board Recommendation. ....... ............................................................ 105-56 Dispute Review Board Three Party Agreement ...................................................... ............................................................ 105-52 Document Retention ............................ 105-42 Documents ................ 105-32,47, 48 , 54 thr 56 Doors, Frames and Windows ...... 622-3; 717- 2 Dozing ................................................. 203-10 Drain French ................................... 605-2 Geocomposite .................. 605-1,712-7 Pipe Underdrain and Pipe Edge ...... 605-1 Subsurface Outlet ..................... 605-2 Drawings Construction ................... 101-4; 105-4 Shop ......................... 101-9; 105-1, 2 Working ....................... 101-11; 105-3 DRB ..................... See Dispute Review Board Drilled Shafts ......................................... 503-1 Assembly and Placement of Reinforcing Steel ............................. 503-11 Casings .................................. 503-4 Concrete ............................ 503-2, 3 Concrete Placement, Curing, and P rotection ........................ 503-18 Construction Tolerances ................. 503-18 Excavation .............................. 503-6 Excavation Inspection .................... 503-11 Foundation Testing ......................... 503-16 Installation Plan .................... 503-1, 3, 4, 8 Load Tests ............................ 503-16 Drip Emitters .......................................... 623-3 Drip Systems ......................................... 623-6 DSHAFT See Drilled Shaft Foundation Testing ductile steel wire .................................... 216-4 Dust Palliative ........................................ 209-1 Duties of the Inspector ......................... 105-37 EARTHWORK ........................................ 201-1 ECI ...................See Erosion Control Inspector ECM .......... See Erosion Control Management EDM I ........ See Electronic Distance Measuring Instruments elastomeric ............................................ 512-1 Electrical Work 622-10 thr 12; See Table 622- 1 Electronic Distance M easuring Instruments ................................................... 625-1; 629- 1 elevations ............................................. 105-26 Eliminated Items. ................................... 109-8 elliptical ....................................... 603-3; 706-1 Embankment ......................................... 203-1 General Embankment Construction Requirements ........................ 203-6 Embankment Material ............................ 203-2 Recycled concrete or asphalt ......203-10 Rock ................................ ..... 203-2 Rock Fill ................................ 203-2 Soil ...................................... 203-2 Embankment Placement and Compaction Requirements .............................. 203-7 emergency pull -off areas ........... 630-1, 14, 17 end sections ............................... 603-1; 624- 1 Engineer ................................................ 101-5 CDOT Project .......................... 101-7 Environmental ..................................... 107-16 Preconstruction conference 107-16; 208-10 Environmental Protection Agency ................... ................................ 208-18; 217- 1; 250 -2, 12 ENVIRONMENTAL, HEALTH AND SAFETY MANAGEMENT ..................................... 250-1 EPA ..... See Environmental Protection Agency epoxy material curing ................................ ..713 -13 Erosion and Sediment Control Activities. ........ ............................................................ 208-11 Erosion Bales .................................. 208-2, 21 Erosion control .................... 107-16, 21; 208-1 CDOT Erosion Control and Stormwater Quality Guide .............. 208-17,18, 25 Inspector (ECI) ................... 208-11, 13 Duties ...............................208 -13 order of precedence inspections208 -14 Erosion Control and Drainage ................ 420-1 Erosion Control Inspector .................... 208-13 Erosion Control Management ...208- 10, 11, 31 Erosion Log Dimensions of ..... 208-5; See Table 208 -4 Type 1 ................................ ... 208-4 Type 2 ................................ ... 208-4 Type 3 ................................ ... 208-4 Evidence........................................ 105-50, 56 Examination of Plans, Specifications, Special Provisions, and Site of Work ............... 102-2 Excavation .................................. 203-1; 206-5 Borrow ................................ .. 203-6 Definitions .............................. 203-1 Potholing ............................... 203-6 Removal of Unsuitable Material ..... 203-1 Rock ................................ ..... 203-5 Stripping ................................ 203-1 Unclassified ............................ 203-5 EXCAVATION AND BACKFILL .............. 206-1 EXCAVATION AND EMBANKMENT ...... 203-1 Expansion Devices Asphaltic ................................ 518-1 Elastomeric ............................ 518-1 Modular ................................. 518-2 expansion joints .. 412-11; 518 -1; 608-1; 609-2 Extra Work .................................. 101-5; 104- 2 INDEX Page Page INDEX -8 Failure to Complete Work on Time ....... 108-12 Failure to Comply ................................... 107-6 Failure to Maintain Roadway ................ 105-39 Falsework . 101-5; 504- 26; 509 -21, 23; 601-21 Construction .......................... 601-24 design ................................ .. 601-22 Removal .......................... 601-24, 25 FAST TRACK PROCEDURES ............. 105-51 FCAW ...................See Flux Core Arc Welding FCM ................ See Fracture Critical Members FCP ....................... See Fracture Control Plan Federal Aid Provisions ........................... 107-1 Fence .............................. 210-1; 607-1; 710-1 Barbed Wire .................... 607-1; 710-1 Chain Link Fabric .............. 607-1; 710 -1 Plastic ................................ .. 607-1 Posts ................... 210-1; 607-1; 710 -2 Right -of-Way ................... 210-1; 607-1 Silt .............................. 208-2, 3, 21 Snow ............................ 607-2; 710-1 Wood Noise Barrier ........... 607-1; 710-2 Woven Wire .................... 607-1; 710 -1 Fences ................................................... 607-1 Fences and Gates ................................. 210-1 Field Laboratories .................................. 620-1 Field Offices ........................................... 620-1 Filter Material ..................... 206-5, 7; 605-1, 2; .............................. 703-10; See Table 703 -14 Class A ................................ .. 206-5 Class B ................................ .. 206-5 Class C ................................ .. 206-5 fitting ...................................................... 613-7 flagging .................................................. 630-1 Nighttime flagging stations ......... 630-13 personnel .............................. 630-13 Flagging and Pilot Car Operation ......... 630-11 Flagpole ............................................... 622-12 Flashing beacon ........ 210-2; 614-2; 630 -6, 13 flexural strength .. 105-19 thr 22, 106-11 thr 16 Flexural Strength Criteria .... See Table 105- 11 Float .............................................................. Finish on Horizontal Surfaces ...... 601-30 Floating .................................................. 412-6 Flow Sensor ........................................... 623-3 Flux Core Arc Welding ......................... 509-15 fly ash ......... 412-1; 601-7, 8, 12; 701 -1; 703-7 fog seal ....................................... 409-1; 507-3 footings ........................ 105-36; 202- 6; 601 -17 Force Account Work ............ 101-5; 109-5 thr 8 Forest Protection ................................. 107-10 Form .................................................... 601-16 Cast -in-Place Concrete Curb ........ 609-1 Concrete Sidewalks and Bikeways .. 608-1 Construction by Form Method ...... 412-15 Construction by Slip Form Method . 412-16 Lumber ................................ 601-17 Metal ................................ .. 601-18 Permanent Steel Bridge Deck ...... 601-19 Precast Panel Deck ............. 601-16, 19 Re-use of .............................. 601-19 Setting ................................ . 412-15 Form 605 .................... See CONTRACTORS PERFORMANCE CAPABILITY ... 103-1 STATEMENT Form 621 .................... See ASSIGNMENT OF ANTITRUST CLAIMS .......... 103-1 Formation of Dispute Review Board .... 105-44 Formwork ........................... 101-5; 601- 23, 24 foundation .............202- 1; 503-1; 504-9 thr 11; .................. 613-1 thr 5; 614- 26, 27, 31; 715 -1 Fracture Control Plan .......................... 509-28 Fracture Critical Members ................... 509-28 friable .................................................... 207-1 Fuel cost adjustment .................109- 11 thr 13; .............................................. See Table 109- 1 galvanized ....... 509-18,23, 24 ; 710 -2, 3; 716-2 Galvanized and Metallized Steel ........... 509-2 gas lines .............................................. 105-35 Gaskets ................................................. 705-1 Gate ........................................... 210-1; 607-1 Deer ................................ .....607 -3 Driveway ................................ 607-2 Walk ................................ .....607 -2 General Land Office ................... 625-1; 629- 1 geomembrane . 420-1; 712- 2; See Table 712- 1 Geomembrane and Joints ..................... 504-5 Geosynthetic ................... 420-1; 504- 3; 712 -2 geotextile ............................ 420-1 thr 3; 712- 3 Fabric Properties ............................ ................ 208-8; See Tables 208 -12, 14 Requirements ................. See Table 208- 6 Separator ........................................ 420-2 Girder ...................... 107-6, 7, 8 ; 509- 8 thr 16; ............................ 601-11,16,20; 618- 20 thr 22 seats ............................................. 105-37 Glass and Glazing ...................... 622-6; 712- 3 Glass Beads for Pavement Marking ... 106-20; ............................ 627-3, 6, 7; 713- 3 thr 6, 10; ................................. See Tables 627- 3; 713 -2 glass cullet .......... See Recycled broken glass GLO ......................... See General Land Office Global Positioning System .......... 625-1; 629- 1 GPS ............... See Global Positioning System Grade stakes ....................................... 105-36 grades ................................................. 105-36 Grinding ................. 105-30; 202-11, 12 ; 412 -6 Ground Sign ............................. 210-2; 614- 24 grounding ................ 107-5; 613-8, 11; 614-26; ....................................... 622-11; 713 -7; 715-8 groundwater ................. 107-17, 18; 250-10,11 INDEX Page Page INDEX -9 grout ............................ 412-22; 504- 15 thr 20; .............. 618-1,11,17 thr 21; See Table 618- 1 guardrail ........................... 210-2; 606- 1; 710 -1 concrete ................................ 606-2 Hardware ............................... 710-3 Posts ..................................... 606-1 Type 3 Guardrail – Midwest Guardrail System (MGS) W Beam 31 Inches ... 606-1 Type 4 Precast Concrete Barrier .... 606-1 Type 6 Guardrail – Thrie Beam ...... 606-1 Type 7 Guardrail – F-Shape Concrete Barrier (Precast) (Temporary) . 606-1, 3 Type 9 Guardrail – Single Slope Concrete Barrier ................................ 606-1 gutter ..................................................... 609-1 gutter pan ............................................. 105-26 Hand finishing ........................................ 412-5 hardiness zones ..................................... 214-1 HASP .................. See Health and Safety Plan Hazardous Waste Disposal .................. 250-11 heads ..................................................... 202-2 Health and Safety Officer ....................... 250-2 Health and Safety Plan .......................... 250-4 Heating and Scarifying ........................... 405-1 Heating and Ventilation .......................... 622-9 Heavy Metal Based Paint Management . 250-8 heavy metals .............................. 206-2; 250- 8 HERBICIDE TREATMENT ..................... 217-1 HIGH MOLECULAR WEIGHT METHACRYLATE Properties .................. See Table 518 -3 High-Reactivity Pozzolans 601-7, 8, 12; 701 -2 High Strength Bolt .................................. 509-2 Highway ...................................... 101-5; 107- 9 Highway Signs and Traffic Signals ....... 614-23 HMA ................................ See Hot mix asphalt HMA Overlay ........................................ 105-30 HMA Removal and Replacement ......... 105-29 HMWM ................. See High Molecular -weight Methacrylate holes ............................. 412-22; 502-5; 508-2; ............................... 509-14 thr 18; 601-29, 30 Holidays ................................................. 101-6 Hopper Scale ......................................... 109-3 horizontal .................................... 104-5; 108-3 hot mix asphalt ........... 105-14 thr 16; 106-3, 7; ..... 401-2, 14; 403- 1; 406 - 3; See Table 401- 1 minimum temperature ............... 401-8, ................................ See Table 401 -5 Pavement Samples .................. 401-14 Periods Requiring Overlay of Treated Surfaces .......... 401-4, See Table 401 -4 Placement Temperature Limitations in °F ...........401 -4, See Table 401 -3 Weather Limitations and Placement Temperatures ......................... 401-3 HRP ................ See High-Reactivity Pozzolans HSO ................ See Health and Safety Officer Hybrid or Smaller Panel MSE Wall Systems. .............................................................. 504-7 hydrated lime .............. 307-2; 401-3, 7; 712 -1; ........................................ See Tables 105- 3, 4 Hydraulic Cement ..................... 601-11; 701-1 Hydraulic seeding equipment ................. 212-6 hydrologic ................................. 107-18; 208-1 I/DP See Incentive and Disincentive Payments IAT .......... See Independent Assurance Testing Impermeable Synthetic Liner Requirements ............................................. See Table 208- 8 Impervious Lining .................................. 420-2 Imported Structure Backfill for Pipes ...... 206-3 Incentive ............................................. 105-19; ........................ See Tables 105- 10, 11, 12, 13 Incentive and Disincentive Payments .. 412-21 Independent Assurance Testing ........... 106-16 Index Values for Natural Fiber Netting ............ .................................. 208-5, See Table 208 -5 Indian tribal rights ................................ 107-19 Inertial Profiler and Operator ................ 105-24 Initial Dispute Resolution ..................... 105-43 Initiation of Dispute Review Board ....... 105-44 inlets ..................................... See Table 604-1 inspect .................................... 105-37; 208-13 Inspection and Testing of Work ............ 105-37 Inspection of Pretensioned, Post -tensioned and Combination Tensioned Members ... 618-5 Inspector ................................... 101-6; 105-37 Interior Insulation ........................ 622-6; 717- 3 International Roughness Index ............ 105-27 Interpretation of Plans & Specifications . 102-1 Interruption of Irrigation Water Flow. .... 107-11 intersection .............. 104-2; 401- 5; 412 -16, 17 Invitation for Bids ................................... 101-6 IRI............ See International Roughness Index Irrigation 107-11; 623 -1, 5, 7; See Table 623- 2 Irrigation Scheduling .............................. 623-9 irrigation system ................. 214-9; 623- 7 thr 9 Joint and Crack Sealant ............ 408-1; 702- 10 Joint Fillers ............................................ 705-1 Joint sealant ............................. 412-14; 705- 1 Joints ........... 401-9 thr 14; 412- 6 thr 14 ; 518 -1 Abutting ...............................509 -18 Butt ..................................... 509-8 Construction .... 307-4; 412-7; 601-30, 35 Cross Stitching ........................ 412-22 Expansion .. 412-11;518 -1;See Table 518 -1 Longitudinal Construction ............ 412-7 Longitudinal Weakened Plane ....... 412-8 sawed .............................................. 412-3 sealing ................................ .412-14 Shiplap ............................................ 504-2 Transverse Construction412 -7; 601-21, 29 INDEX Page Page INDEX -10 Transverse Weakened Plane ......... 412-8 Vertical slip ............................ 504-5 Weakened Plane ...................... 412-8 Kick Blocks ............................................ 623-6 laboratory ......... 101-6 , 106-6, 21 thr 23; 108-5 land monuments ........ 107-10; 625- 1, 3; 629 -1 Landscape ............................................. 214-1 Landscape Establishment ............ 623-8law Landscape Maintenance ...................... 105-42 Landscape Weed Barrier ....................... 420-3 Landscaping .......................................... 209-2 lane ............ 105-23 thr 27; 401-8 thr 10 ; 713-9 Lawn Grass Seeding ............................. 212-5 Laws to be Observed. ............................ 107-1 layout ........................................ 105-36; 209-1 LDA ........................ See Limits of Disturbance Leveling Pad ........................................ 504-12 Light Standard ................... 210-1 ; 613-1 thr 4; .......................................................... 715-1,2 transformer bases ......... See Table 715 -1 Light Standards, Metal .......................... 715-1 lighting ...................... 613-1 , 8, 9; 715 -1 Lime Treated Subgrade ......................... 307-1 SCHEDULE FOR MINIMUM SAMPLING AND TESTING ..... 307-4, See Table 307 -1 Limitation of Operations ......................... 108-8 Limits of Construction ............. 107-15 ; 208- 27 limits of disturbance ..... 107-15,19 ; 208 -12, 26 liquid limit .............................. See Table 703-2 Liquidated Damages ............. See Table 108-2 Liquidated Damages and Stop Work Orders ............................................................ 208-27 Load and Resistance Factor Design ... 601-23 Load Restrictions ................................. 105-38 LOC ...................... See Limits of Construction Long Term Design Strength of Reinforcement .................................................... 504-2 thru 4 longitudinal surface smoothness ..................... ...................................... 105-25; 405-2 ; 406 -4 LRFD .......... See Load and Resistance Factor ........................................................... Design LTDS ............ See Long Term Design Strength Magnesium chloride ... 209-1 ; See Table 209 -1 Magnetic Detector Amplifiers ................. 614-8 Connector Circuitry ....... See Table 614-2 Magnetic Detectors ................................ 614-8 Mailbox .................................................. 210-2 Maintaining Traffic .................................. 104-2 Maintaining Traffic During Free Time ..... 104-3 Maintaining Traffic During Suspension of Work ............................................ 104-3 Maintenance Directed by the Engineer .. 104-3 Maintenance During Construction ........ 105-39 Major structures ................................... 105-36 manhole ................................................. 604-1 Manholes, Inlets, and Meter Vaults ........ 604-1 Manual on Uniform Traffic Control Devices ............................. 107-9 , 614-1; 627 -1; 630-1 marks ............. 105-36; 107-10; 509-19; 627-2 MARV ......... See Minimum Average Roll Value Masonry ...................................... 622-1 “T” anchors .............................622 -3 Concrete ................................ 622-2 Brick ................................................ 604-2 Cleaning ................................. 622-3 Installation of Masonry ................ 622-2 Masonry and Masonry Wall Reinforcement .... ............................................. 717-1 Masonry Work in Cold Weather ...........622 -3 Material Guaranty .................................. 102-3 Material Handling ................................ 250-10 Material Inspection at Plant ................. 106-18 Material Sources ................................... 106-1 Materials ....................104-3 ; 105-7 ,14,18, 19; .................................................. 106-1, 18, 20 Materials Details .................................... 701-1 Materials Handling and Spill Prevention ......... ................................ ............................ 208-25 Mean Roughness Index .................................. ....... 105-24 thr 29; See Tables 105- 12, 13, 14 MEASUREMENT AND PAYMENT ......... 109-1 Measurement Not Required .................. 102-1 Measurement of Quantities ................... 109-1 Measurement required .......................... 102-1 mechanical earth anchor ....................... 216-5 Mechanically Stabilized Earth ................ 504-1 median barrier ........................ 105-25; 601-19 Median Barrier Reflector ....................... 612-1; .............................................. See Table 713-3 Median Cover Material .......................... 610-1 Bituminous .............................. 610-1 Concrete ................................ 610-1 Patterned Concrete ...................610 -1 Stone .................................... 610-1 medians .............................................. 105-25 metal landscape border ........... 213-3,7; 420-3 Metal Specialties ......................... 622-3 ;717-1 meter ........................ 1 09-3, 4; 412- 11, 12, 20; 601-18, 25, 44; 604 -1; 613- 8; 641- 3, 4; 715-8 Methamphetamine Lab Sites ............... 250-14 Method for Handling Traffic . 105-25; 630-7, 10 Method of Measurement ............. 101-6; 109-4 MFBM .... See Thousand Feet Board Measure MGS ............... See Midwest Guardrail System MHT .............. See Method for Handling Traffic Micro Loop Detectors ............................ 614-8 Midwest Guardrail System ..................... 606-1 Milling .................................................... 406-1 Mineral filler ................................ 401-3 ; 703-7 INDEX Page Page INDEX -11 Mineral slurry ......................................... 503-5 Requirements .....503 -5; See Table 503 -1 Mineral Survey ............................ 625-1; 629- 1 Minimum Average Roll Value........ 504-1;712-2 Minor structures ................................... 105-36 MISCELLANEOUS CONSTRUCTION ... 601-1 Mix Design ............................................. 401-1 Mixing ..................... 307-2, 3; 401-4, 8; 412 -2; .................................................. 601-12 thr 15 Mobilization ............................................ 626-1 Modified Epoxy Pavement Marking ................. ...................... 105-10, 11; 627 -4; 713- 12, 13; ............... See Tables 105- 5; 627 -2; 713- 2, 10 Moisture and Density Control ................. 209-1 Monitoring Technician ............................ 250-3 monuments .... 107-10; 625-1 thr 4; 629 -1 thr 6 MRI .................... See Mean Roughness Index MS ................................... See Mineral Survey MS4s ... See Municipal Separate Storm Sewer System MSE .......... See Mechanically Stabilized Earth MSE Wall ............................................... 504-7 MT ........................ See Monitoring Technician Mulch Hay or Straw ............................ 213-6 Hydraulic ................................ 213-6 Spray -on Mulch Blanket (Type 1) .... 213-3 Spray -on Mulch Blanket (Type 2) .... 213-4 wood cellulose fiber, specifications 213-2 mulch tackifier ................................213- 3 thr 7 MULCHING ............................................ 213-1 Municipal Separate Storm Sewer System ....... ................................................. 101-2; 208- 16 MUTCD ........... See Manual on Uniform Traffic Control Devices National Geodetic Survey ........... 625-1; 629-4 National Oceanic and Atmospheric Administration/ National Geodetic Survey .............................................................. 625-1 Native Seeding....................................... 212-6 NDT ..................... See Nondestructive Testing NGS ................ See National Geodetic Survey No Waiver of Legal Rights .................... 107-14 NOAA / NGS .......... See National Oceanic and Atmospheric Administration/ National Geodetic Survey Nominal Driving Resistance ................... 502-5 Dynamic Testing ....................... 502-6 of Production Piles .................... 502-7 Wave Equation Analysis ............... 502-5 nondestructive testing ............................ 509-6 Notice of Intent to File a Claim ............. 105-54 Notice to Proceed ....................... 101-6; 108-1 Notification of Fabrication for Pretensioned and Combination Tensioned Members ... 618-5 OA ............................. See Owner Acceptance OG.......................... See Optimized Gradation On Demand DRB ....................... 105-44 thr 46 Opening Sections of Project to Traffic .. 107-13 Optimized Gradation ............. 106-13; 601- 3, 9 Ordinary High Water Mark ..................... 101-6 Original Contract Amount ....................... 101-7 Other Submittals ............................ 105-1 thr 4 Overhead Sign Structures ........ 210-3; 614-22 Butterfly ...............................614 -30 Cantilever .............................614 -30 Sign Bridge ............................ 614-30 Sign Bridge Cantilever ............... 614-30 Owner Acceptance .......... 106-14; 601- 40, 43 PA .............................. See Project Acceptance paint ........................ 105-10; 202-7; 250- 8, 9; .................... 508-2; 509- 19; 614-28; 622 -6, 7; ............................ 627-2, 3; 708- 1 thr 6; 717 -3 Paint Removal and Waste Disposal ....... 250-8 Paints .................................................... 708-1 pan ...................................................... 105-26 Panel ............................... 504-1 thr 4, 6 thr 11 Parshall measuring flumes .................... 615-1 Partial Acceptance .................. 105-40; 208- 30 Partial Joint Penetration ......................... 502-9 Partial Payments ................................... 109-8 patching ........................ 105-14; 106- 3; 403-1; ..................................... 412-23 thr 25; 601-19 Patented Devices, Materials, and Processes .............................................................. 107-1 patterns roller ............................................. 401-12 pavement marking ...... 105-10; 106-20; 202 -7; .................... 627-1 thr 9; 708 -2; 713- 9 thr 14; .............. See Tables 202- 1; 627 -1, 2, 3; 713- 8 Pavement Structure ............................... 101-7 pavement surface texture .................... 105-23 Pavements ................................. 202-3; 401-1 PLANT MIX ................................ 401-1, 4 Pavements, Sidewalks, Curbs ............... 202-8 paving .................... 401-5, 9; 412- 4, 11; 420 -1 pay factor ....................... 105-10 thr 20; 401-3; ...................... 601-40 thr 44; See Table 105- 9 Pay Item .................. 101-4; See Contract Item Payment Schedule ............................ 108-7, 8 PBA ..................... See Push Button Assembly PC .................................. See Process Control PC Manager .................................. 618-5 thr 8 PC/OA ................ See Process Control/Owner .................................................... Acceptance PCC ............... See Portland Cement Concrete PCCP ............ See Portland Cement Concrete Pavement PCP ........................ See Process Control Plan PCU ........................... See Power Control Unit PDA ........................ See Pile Driving Analyzer INDEX Page Page INDEX -12 PE........... See Polyethylene, See Professional ........................................................ Engineer pedestal .................................. 202-6; 613- 2,8; .................................... 614-25 thr 28; 715-8,9 PEDESTRIAN AND BIKEWAY RAILING 514-1 Pedestrian Push Buttons ....................... 614-9 Performance Graded Binder Limits ................. .......................... 105-13, 14; See Table 105- 7 Permanent Water Quality ..................... 208-31 Permits, Licenses, and Taxes. ............... 107-1 Personal Liability /Public Employees. .... 107-14 personal protective equipment ........................ ........................... 107-2, 5; 250-3,4, 6; 630 -13 petroleum, oils, and lubricants ............. 208-25 PF ......................................... See Pay Factors pH ................ 203-3 thr 5; See Tables 203- 1, 2 PHOTODEGRADABLE OR BIODEGRADABLE BLANKETS Performance Requirements .... See Table ................................ ............ 216-2 Physical Requirements ... See Table 216 -1 pick-up machine..................................... 406-4 pier cap ....................... 105-36; 601- 24, 33, 35 piers .................................. 105-36, 37; 601-30 Pile Driving Analyzer .............................. 502-6 pile head ................................................ 508-2 pile tips ................................................ 502-10 Piles Determination of Nominal Driving Resistance ..................... 502-7 Driving ................................ .. 502-4 Extensions and Splices ............... 502-8 Filling and Capping ................... 502-5 Hammer Cushion ...................... 502-4 Hammer efficiencies ..... See Table 502 -1 Hammers ............................... 502-3 HP Piles sizes .............. See Table 502 -2 Jetting ................................ .. 502-4 Length ............................... 502-3, 5 Pile Driving Equipment ............... 502-1 Predrilling to Facilitate Pile Driving 502-5 Protective Coatings ................... 502-1 Rolled Structural Steel ............... 502-1 Static Load Test ....................... 502-7 Steel Pipe .............................. 502-1 Piling .............................. 105-37, 501-1; 502-1 Defective ............................... 502-7 pilot car operation ................ 630-1, 11, 13, 17 pins and rollers ...................................... 509-2 Pipe Aluminized Corrugated Steel Pipe Ty 2 ... ................................ 624-1, 3; 707 -3 aluminum alloy ............. 601-26; 624-2; ................................ .... 713-1; 715 -2 aramid fiber bonded corrugated steel .................. 203-3; 206-3; 624-1; 707-2 arch ........ 509-17; 510-1; 603-2, 4; 706 -1 bell -and-spigot ................. 603-2;716-2 bituminous coated corrugated steel ...... ........................ 206-3; 605 -1; 707 -1, 2 Bituminous Coated Corrugated Steel Pipe for Underdrains .......................707 -2 Carrying Non -Potable Water ........716 -1; ............................... See Table 716 -2 CARRYING POTABLE WATER ......... 716-1; ................................ See Table 716 -1 Cast Iron ............... 619-1; 716-1; 717-4 cast iron soil ........................ 717-3, 4 Coated Concrete .......................706 -1 Concrete and Clay ..................... 706-1 copper ......................... 619-1; 716- 2 corrugated aluminum ....... 203-3; 206-3; ................................ .... 603-1; 707-2 Corrugated Aluminum Pipe for ................................ ..... Underdrains ................................ ...........707 -2 corrugated metal ............. 202-2; 603-4 corrugated steel .............. 603-1; 707 -1 Corrugated Steel Pipe and Pipe Arches ................................ .............707 -1 Corrugated Steel Pipe for Underdrains ................................ .............707 -2 Corrugated Steel Pipe Nestable .....603 -1 culvert ..... 101-5; 202-1, 9; 206-5; 603-4; ............................................. 712-7 Deflection Testing of Metal and Plastic .. ............................................. 603-4 Drain Tile ...................... 605-1; 706-1 Drainage .... 206-9; 504-4, 7, 25; 601-29; ......................... 605-1; 622 -7, 8;624-1 Ductile Iron .................... 603-1; 707-1 edge drain .............................. 605-1 Elliptical shaped .............. 603-3; 706-1 full circle ...............................510 -1 Galvanized .............................. 716-2 irrigation . 107-11; 623-4; See Table 623 -2 Jacked ................................ ...619-1 line owners ........................... 105-35 MATERIALS ALLOWED FOR CLASS OF ..................... 624-2; See Table 624 -1 METAL ................................ ......707-1 nestable ................................ .603-1 non -reinforced concrete ..... 203-3; 601-5 Perforated ............ 605-1; 616-1; 706 -1; ................................ .. 707-, 2; 712 -6 Perforated Concrete .................. 706-1 Pipe Class ........ See Tables 203-1; 206-1 INDEX Page Page INDEX -13 plastic ......... 203-3; 206-3; 603-4; 623-3; ................................ .... 712-7; 716 -2 Plastic Pipe and Fittings .............. 623-3 Plastic Pipe for Underdrains ......... 712-6 Polymer Precoated Corrugated Steel Pipe ................................ ............. 707-3 Polyvinyl Chloride ........... 518-1; 623 -3; ...................... 624-1; 705-8; 712-1,6, 8 Porous Concrete ....................... 706-1 pre -coated corrugated steel ......... 203-3 pressure .......................... 623-2 thr 5 PVC .................. See Polyvinyl Chloride Reinforced Concrete ......... 203-3; 706-1 Relaid .......................... 210-1; 603-3 RESISTIVITY REQUIREMENTS FOR METAL PIPES ....624-3, See Table 624 -2 Rotational Molded Pipe ............... 712-7 Vitrified Clay .......... 603-1; 605-1; 706-1 Welded Steel ................... 619-1;716-1 PJP .................... See Partial Joint Penetration Planned Force Account .......................... 101-7 Plans ............... 101-7; 102-1; 104-7; 105-1, 32 Plans, Shop Drawings, Working Drawings, Other submittals, and Construction Drawings .............................................................. 105-1 Plant Mix Pavements ............................. 401-1 PLANTING ............................................. 214-1 Planting pits ....................................... 214-5, 6 Planting Seasons ................................... 214-5 plates .. 504-15; 509-1; 510-11 thr 16 ; 512 -3, 6 Platform Scales ..............................109- 1 thr 3 platforms ................................. 105-37; 601- 37 PLS ...... See Professional Land Surveyor, See ................................................ pure live seed PLSS ............ See Public Land Survey System Plumbing and Drainage .......................... 622-7 pneumatic tire ............ 203-10; 406-2, 4; 409-1 pneumatically applied concrete .............. 641-1 POL ......... See petroleum, oils, and lubricants poles ........................... 202-6; 210-2; 613-4, 9; ............................. 614-12, 25 thr 31; 715- 1, 2 Pollutant byproducts of highway construction ......................................... 107-19; 208- 13, 16 Polyester Concrete Aggregate for ........................... 518-6 Aggregate Gradation ..... See Table 518 -4 Composite System Properties .. See Table ............................................. 518-5 Polyester Concrete End Dam ........... 518-3, 12 Pre -placement Conference ...... 518-3, 12 POLYESTER RESIN BINDER Properties .......... 518-5; See Table 518 -2 Polyethylene .................. 504-3; 601- 38; 624-1 Polymer Slurry ......... 503-5; See Tables 503 -2 Polypropylene ................. 216-1; 504- 3; 624 -1; ................................................... 641-1; 712-8 polytetrafluoroethylene .............. 512-1; 705- 4; ........................................ See Tables 705- 3, 4 Polyvinyl Chloride ........... 518-1; 623-3; 624-1; ........................................... 705-8; 712-1,6, 8 Portions of Structures ............................ 202-8 Portland Cement .................................... 412-1 Portland Cement Concrete .................... 518-1 Portland Cement Concrete Pavement ............ .................................. 105-18; 106- 10; 412-17 Classification ........................... 412-1 Coarse Aggregate .... 412-1; 601-2 thr 10 ; ...................... 703-1; See Table 703 -1 Fine Aggregate ................ 412-1; 703- 2 Fly Ash ......................... 412-1; 701-1 Portland Cement ............ 412-1; 701 -1; See Tables 106 -2, 3 posts ......... 208-3; 210- 1 thr 3; 614-1; 710 -1, 2 post-tensioning ............... 618-1, 10-16; 714 -1; ............................................. See Table 618- 1 Potholing ..................................... 203-2, 6, 11 Power Control Unit .............................. 614-11 PP .................................... See Polypropylene PPE ......... See personal protective equipment PQR ....... See Procedure Qualification Record Pre-Cast Concrete Panel ....................... 504-6 Pre-Cast Concrete Panel Facing Unit and Panel Joint Material ........................ 504-6 Pre-construction Conference ................. 101-5 Environmental ................... 218-12, 13 Pre-erection Conference ....................... 107-8; ............................... 509-20 thr 25; 618-29, 30 Pre-Fabricated Concrete Washout Structure Type 1 .............................. 208-7, 23 Type 2 .............................. 208-7, 23 Pre-Hearing Phone Conference ........... 105-48 Preliminary Hearing ....................... 105-45, 53 Prestressed Concrete ............................ 618-1 Prestressed Unit Materials ..................... 714-1 prestressing ................................ 618-1; 714- 1 Presurvey Conference ................ 625-2; 629- 2 Prewetting ............................................. 209-1 PRICE REDUCTION FACTORS ........... 105-9; ............................................. See Table 105- 2 Price Reductions Multiplier for HMA 105-10; See Table 105 -4 Multiplier for Misc Items ............ 105-10; ............................... See Table 105 -3 Reflectivity .......... 105-11; See Table 105- 5 Primary Control surveys ............. 625-3; 629- 5 Prime Coat ............................................ 407-1 Prime Coat, Tack Coat, and Rejuvenating Agent ..................................................... 407-1 Procedure Qualification Record .... 509-15, 20; ............................................................ 614-23 INDEX Page Page INDEX -14 Process Control .............. 105-23, 106- 4 thr 9; ............................................. See Table 106- 1 Contractor Process Control .... 203-5; See ................................ Tables 106 -1, 2 Contractor’s Process Control Representative ................ 203-6 thr 9 Process Control Plan ................. 106-4,10, 13 ; ............................................. 509-4, 25, 618-6 process control testing ................. 106-4 thr 16 Process Control/Owner Acceptance ....... 401-3 Professional Engineer ...... 101-3, 5, 7; 105- 32; ................................................... 625-1; 629- 1 Professional Land Surveyor ..... 105-32; 625-1; ............................................................. 629-1 profile ......................................... 105-24 thr 27 Profile Grade ......................................... 101-7 profile grade line .................................. 105-26 Project ................................................... 101-7 Project Acceptance ............. 108-7; 412- 17, 18 project control staking .......................... 105-37 Project Engineer ............. 101-7; 105-37 thr 46 Project Engineer Review. ..................... 105-43 Project Environmental Permits ............. 208-17 Project Review, Schedule, and Erosion Control Management ................... 208-10 Project Safety & Health Requirements ... 107-5 Project Safety Management Plan ....... 107-2, 3 Project Safety Manager ................. 107-2 thr 6 Project Schedule .......................... 108-1 thr 12 Project Special Provisions ..................... 101-7 Project Termini ....................................... 101-7 Proof Rolling ....................... 203-10, 12; 307-2 Proposal ................................................ 101-8 Combination or Conditional ......... 102-3 Consideration of ....................... 103-1 Form ................................ .... 101-8 Guaranty ............................... 101-8 Interpretation of Quantities in ...... 102-1 Irregular ................................ 102-2 Preparation of ......................... 102-2 Submittal of Conceptual ............. 104-5 Submittal of Full Value Engineering ................................ ...Change 104-5 PROSECUTION AND PROGRESS ....... 108-1 Protection and Restoration of Property and Landscape ........................................ 107-10 Protection of Existing Structures and Drilled Holes ................................................ 503-10 Protective Coatings ................................ 502-1 Pruning .................................................. 214-7 PTFE ................... See polytetrafluoroethylene Public Convenience and Safety ............. 107-9 Public Information ............................ 630-6, 10 Public information requirements ......... 630-108 Public Land Survey System ........ 625-1; 629- 1 Public Land Surveyor ................. 625-1; 629- 1 pure live seed ........................................ 212-1 Push Button Assembly ................... 614-10, 12 PVC ............................ See Polyvinyl Chloride PWQ ................See Permanent Water Quality QA ............................... See Quality Assurance QA inspector .................................. 509-3 thr 9 QL ..................................... See Quality Levels Qualification of Testing Personnel and Laboratories .................................. 106-3 Quality Assurance ................................. 509-3 Quality Level 105-15, 35; 106-4 thr 11; 401-13 RACS See Regulated Asbestos Contaminated ................................................................ Soils radiographic .......................................... 509-9 Railing Combination ............................ 514-1 Pedestrian and Bikeway ..............514 -1 Pipe ................................ ......514-1 Steel Tube .............................. 514-1 Timber ................................ ..514 -1 railroad crossing .................................. 105-26 Railroad -Highway Provisions ................. 107-9 ramps .................................................... 608-1 RAP ............... See recycled asphalt pavement Recalcitrant Finding ....................... 208-17, 28 Reconditioning ...................................... 306-1 Record Set ............................................ 101-8 recycled asphalt pavement .................... 703-2 Recycled broken glass .......................... 206-2 recycled concrete ................................ 203-10 Recycled crushed concrete ................... 208-7 Recycling Train ...................................... 406-3 reflectors .... 612-1; 713- 3; See Tables 713- 3,4 Region Transportation Director . 101-8; 105-54 Region Transportation Director Decision ........ ............................................................ 105-57 Region Water Pollution Control Manager ........ ..................................... 107-21; 208-9, 26, 30 Regional Planning Environmental Manager ............................... 107-16 Regular Finding ......................... 208-26 thr 29 Regulated Asbestos Contaminated Soils ........ ............................................................ 250-12 Regulated Asbestos Contaminated Soils Management .............................. 250-13 Regulatory Enforcement Actions ........... 107-6 Regulatory Mechanism /Water Quality 208 -26 Reinforcing steel ............. 202-8; 503-4, 11, 12 ; ........... 504-26; 602-1; 709-1; See Table 503- 4 Reinforcing Steel and ............................ 709-1 Reinforcement Length ................... 504-2, 4, 9 Rejuvenating Agent .... 407-1; See Table 702 -8 relocation ............................................. 105-35 Remote Control ..................................... 623-1 INDEX Page Page INDEX -15 Removability Modulus ........................ 206-2, 3 removal ....... 105-38; 107-6; 202-1 thr 8; 203-1 Removal of Asphalt Mat (Planing) .......... 202-8 REMOVAL OF STRUCTURES AND OBSTRUCTIONS .......................... 202-1 Removal of Unacceptable Work and Unauthorized Work. .......................... 105-38 Reset Monuments and Stakes ............... 625-4 RESET STRUCTURES .......................... 210-1 Resident Engineer ................................. 101-3 Resident Engineer Review ................... 105-43 residue ................ 105-9; 107 -15; 208- 6, 7, 21 Resistance ........... 208-8, 9; 502-2 thr 8; 518-7 Resistivity ........................ 203-5; 206-3; 624-3; ............................................. See Table 624- 2 RESISTIVITY AND PH OF IMPORTED MATERIAL .... See Table 203- 2; Table 206- 2 Responsibility for Damage Claims, Insurance Types and Coverage Limits. .............. 107-11 REST AREAS AND BUILDINGS ............ 622-1 Restoration/ Surfaces Opened by Permit 107-1 retaining wall .................................... 504-1, 12 Retroreflective ............................ 614-2; 630-2; ........................................... 627-7, 9; 713- 2, 6 CDOT Retroreflective Sheeting Materials Guide .................................. 630-1 RETROREFLECTIVE SHEETING TYPES ...................... 630-2; See Table 630 -1 Right of Way ............ 101-2, 8; 107-14; 208 -18 Rights in and Use of Materials ............... 104-3 Riprap .................................................... 506-1 Abrasion Resistance ................... 506-1 Compressive Strength ................. 507-1 Gradation ........ See Table s 506 -1, 506-2 Riprap (Gabions) And Slope Mattress .... 506-3 RL ........................... See reinforcement length RM ........................ See Removability Modulus Road ...................................................... 101-6 Roadbed ................................................ 101-6 Roadside ................................................ 101-6 Roadside Development .......................... 101-6 Roadway ................................................ 101-6 Roadway Prism ...................................... 101-6 Rock Check Dam ............................. 208-4, 21 Roofing, Flashing and Roof Insulation ... 622-4; .............................................................. 717-2 ROW .................................... See Right of way RPEM See Regional Planning Environmental ........................................................ Manager RTD ........ See Region Transportation Director rumble strips ................. 614-30; 630-5, 14, 15 RWPCM .. See Region Water Pollution Control ........................................................ Manager SA .................... See Smoothness Acceptance safety ..................................107- 1 thr 6; 250-1 Safety Critical Work ......... 101-9; 107- 2, 6 thr 9 Safety Stand -Down ................................ 107-5 Safety, Health, & Sanitation Provisions .. 107-2 Salvable Material ................ 101-9; 202-1, 2, 6 salvaging and stockpiling topsoil ............ 207-1 Samples, Tests, Cited Specifications ..... 106-3 Sampling & Testing of Hot Mix Asphalt 106-3; ............................... See Table 106 -1 Sampling and Testing of Portland Cement Concrete Paving ............................. 106-10 Sand Equivalence ...... 105-23; 601-10; 703-2; ............... See Table 106 -2, Table 106 -3 Sanitary Facilities. ................................. 620-2 Sanitary Napkin Disposal ............ 622-3; 717- 1 Sanitary Sewer, Septic Tank, Leaching Field, Sewage Lift Station & Sanitary Station 622-11 SAW .................. See Submerged Arc Welding scarifying ................... See Table 109- 1; 405-1 Scope of Payment. ................................ 109-4 scope of work ........................................ 104-1 screed ............................................... 401-5, 6 Sealant ............. 408-1; 412-14; 622 -5; 702 -10 Secondary Control surveys ............ 625-3 thr 5 Sediment Trap ................................. 208-4, 22 Seed, Soil Conditioners, Fertilizers, and Sod .............................................................. 212-1 Seeding Seasons ...... 212-4; See Table 212 -2 SEEDING, FERTILIZER, SOIL CONDITIONER, AND SODDING ... 212-1, 6 Seeding, Mulching, Sodding, Soil Retention Blanket ............................................. 208-21 service connections ............................. 105-35 service interruptions ............................ 105-35 Severe Finding .......................... 208-27 thr 29 Sewer ....................................... 208-12; 603- 1 Storm ................................ .... 624-1 Shielded Metal Arc Welding ........... 509-15, 21 Shop drawings ...... 101-9; 105-1 thr 4; 107-11; ........... 504-1 thr 4; 509- 4; 618 -3 thr 10; 622-1 Shop drawings, Working Drawings, and Other Submittals .......... 105-1; See Table 105 -1 Shoring .................. 101-9; 202-3; 206-9 thr 11 Shotcrete ..... 504-14, 17 thr 20, 25, 26 ; 601 -5; .................................. 641-1; See Table 504 -6 Shotcrete Application Method Statement ........ .............................................................. 641-1 Shoulder .. 101-9; 105- 19, 23, 25; 630-9 thr 14 sidewalk ..................................... 101-9; 202-8 sidewalks ....................... 202-8; 601- 38; 608-1 Sidewalks and Bikeways ....................... 608-1 Bituminous ............................. 608-2 Concrete ................................ 608-1 sign ............................... 105-36; 202-6; 630 -8; ........................................ 614-23, 24; 713- 1,2 Sign Illumination and Illuminated Signs. 614-2 Sign Structure ................ 210-2; 509-21; 614-1 INDEX Page Page INDEX -16 Signal Programmed Visibility Vehicle Signal Faces ................................ .. 614-13 Traffic Signal Faces .................. 614-12 Traffic Signal Poles .................. 614-12 signal ....................... 202-2; 614- 12; 630 -3 Significant Changes in the Character of Work .............................................................. 104-1 Signs and Traffic Signals .................... 614-23 Silica Fume ............................... 601-12; 702-2 Silt Berm .................... 208-3; See Table 208 -3 Silt Dike Segment Requirements .................... .................................. 208-6; See Table 208 -7 Silt Dikes .................... 208-5; See Table 208 -7 Silt Fence................... 208-3; See Table 208 -2 Silt Fence (Reinforced) .......................... 208-3 Siphons ................................................. 616-1 Drain Valves and Valve Boxes ....... 616-1 Trash Guards ........................... 616-1 slip form ............................ 412-4, 5, 16; 601- 3 slip joints ........................................ 504-5, 8, 9 SLOPE AND DITCH PAVING ...... 507-1, 601- 3 Asphalt .............................. 507-2, 3 Concrete ............................ 507-1, 2 Dry Rubble .......................... 507-1, 3 Grouted Riprap ..................... 507-1, 3 Grouted Rubble .................... 507-1, 3 Slope Application ....... 216-6; See Table 216 -2 slope mattresses ................. 506-3, 4; 712- 5, 6 slopes ...... 105-36; 203-5 thr 10; 207-1; 212- 6; ........................... 213-1; 216- 4; 420 -2; 504 -19 Slot Stitching ........................................ 412-23 Slot Formation ........................ 412-23 slurry ............................... 107-15; 503-2 thr 10 Mineral ........ 503-5, 10, See Table 503 -1 Polymer .... 503-5, 6, 10, See Table 503 -2 Sampling and Testing ................ 503-10 Water .............. 503-6, See Table 503 -3 SMA ........................ See Stone Matrix Asphalt SMAW ......... See Shielded Metal Arc Welding Smoking ................................................ 250-5 Smoothness Acceptance ............... 105-25, 31 Smoothness Criteria ............................ 105-24 Smoothness Process Control ............... 105-24 Smoothness Verification Testing ......... 105-26 Snow Fence ................................ 210-1; 710-1 SO4 .............................................. See Sulfate Sodding ................................................. 212-6 Soil Conditioners and Fertilizer ...... 212-1 thr 6 soil embankment .................................... 203-2 placing ................................... 203-7 Soil Reinforcement ........................ 504-1 thr 5 Soil Reinforcement Length ..................... 504-2 Soil Reinforcement Material ................... 504-1 Soil Retention Blanket .......................... 216-1; ......................... See Table 216- 1, Table 216- 2 Soil retention covering ........................... 216-1 Solid Waste Disposal. .......................... 250-11 Source of Supply and Quality Requirements .............................................................. 106-1 SPC ........... See Smoothness Process Control SPCC ......... See Spill Prevention, Control and Countermeasure Plan Special Provisions ................................. 101-9 Specifications .. 101-9 thr 11; 102-1, 2; 105 -32; .............................................................. 106-2 Specified Completion Date ..... 101-10; 108-10 Spill prevention and containment measures ............................................................ 107-19 Spill Prevention, Control and Countermeasure Plan ..................................................... 107-17 Spill Response Plan ......... 107-17; 208-16, 25 Spray -on mulch blanket 208-19, 34; 213-3,4,8 Spreading and Finishing .................... 401-8, 9 Spring thaw ....................................... 212-4, 5 Sprinkler Heads ..................................... 623-2 SRPE ....... See Steel Reinforced Polyethylene stabilization .......................... 208-1, 19, 20, 29 Staging areas ................... 107-20; 208- 12, 26 stainless -steel . 512-1thr 4; 623-2 thr 5; 705 -5; ........................................... 715-2, 8, 9; 717- 1 stakes ............ 105-36, 208-2 thr 5; 214 -3 thr 8 Staking ........ 105-36, 37; 214- 4, 9; 625 -1 thr 3 CDOT Survey Manual Chap. 6 . 625-2 thr 5 Standard Special Provisions ... 101-10; 105- 32 Standard Specifications ............ 101-9; 105- 32 Standing DRB ........................... 105-44 thr 46 State ...................................................... 101-9 State waters ................ 101-10; 107-15 thr 20; ...................................... 208-1, 12, 14, 23, 24 static load test .......................... 502-7; 503- 16 Stationing ............................... 412-6; 625- 3, 4 Steel Reinforced Polyethylene .... 624-1; 712-6 Steel Sheet Piling .................................. 501-1 Type I ................................ ....501-1 Type II ................................ ...501-1 Steel Structures .................... 509-1, 15, 19, 21 steel wheel ................. 401-11; 405-1; 406-2, 4 Stockpile Management ........................ 208-26 stockpiled ....... 107-19; 109-16, 17; 250-10, 11 Stockpiled Material .............................. 109-16 stone matrix asphalt .............. 105-10; 109- 12; ........................... 703-5 thr 8; See Table 703- 5 Storm Drain Inlet Protection ........... 208-8, 22; ..................... See Table 208- 13, Table 208- 14 I, II, III - Properties ....................208 -9 Type I ................................ ....208-9 Type II ...................................208 -9 Type III ................................ ..208 -9 INDEX Page Page INDEX -17 Stormwater CDOT Erosion Control and Stormwater Quality Guide ..............208 -13, 16 Control Measures ........... 101-5; 107-18; ...................... 208-10 thr 14, 18 thr 22 Construction Permit ........... 105-15; 107-20 Stormwater Management Plan ............ 101-10; ................................. 107-15 thr 20; 208-1, 10 runoff ...................... 101-10; 107- 18; 208-1 Plan sheets ........................... 208-15 Site map ...................... 208-10 thr 18 Street ................................................... 101-10 structural .............................................. 109-17 Structural Concrete Coating ...... 601-1, 17, 18; ........................................... 601-33, 34; 708- 5 Classes of Finish ..................... 601-33 Structural Plate Structures ..................... 510-1 Structure Backfill .......... 206-1, 4; 504-5, 9, 10; 623-5; 703- 9; See Table 703- 12, Table 703- 13 Class 1 .......................................... 206-1, 5 Class 2 ............................... 206-1, 6 Class 3 ................................ ... 206-1 Flow -Fill ............................ 206-1, 65 Structure Excavation and Structure Backfill .............................................................. 206-5 Structure Number ...................... 508-3; 509- 29 Structures 101-10; 202-1, 8; 206-1, 6; 208 -25; ........... 210-1, 2; 501-1; 503-10; 508- 1; 509-1 studs ...................... 504-16; 509- 2, 16; 601-16 Subcontractor ...... 101-10; 108-8; 109-9 thr 11 subgrade .... 101-11; 105 -36; 203-5, 10 ; 306 -1; .............................................................. 307-1 Submerged Arc Welding ...................... 509-11 Submittal of Conceptual Proposal .......... 104-5 Submittal of Full Value Engineering Change Proposal ........................................ 104-5 Substructure ........................................ 101-11 Subsurface Drains ............................. 605-1, 2 Sulfate ... 203-4; See Table 203 -1; Table 206- 1 Water soluable ........ 203-3; 206-3,307-5 Sulfate, Chloride And pH Of Imported Material ............. See Table 203 -1 Sulfate, Chloride And pH Of Imported Material ............. See Table 206 -1 Superintendent ..................................... 101-11 Superpave Performance Graded Binders ........ ..................... 105-13; 702-1; See Table 702- 1 Superstructure ....................................... 101-8 Supplemental Specifications .............. 101-7, 8 Surety . 101-4, 11; 107-1; 108-12 thr 14; 109-8 Surface Conditioning .............................. 401-7 Surface roughening ........................ 208-19, 24 Surface Smoothness .. 105-25; 401-14; 412 -14 All Bridge Deck Surfaces ............ 601-37 surface texture .................. 105-23, 30; 202- 12 Survey ................................................... 625-1 boundary ...................... 625-1; 629-1 CDOT Survey Manual .................. 625-1 land monuments ....................... 625-1 Mineral Survey (MS) monuments .... 625-1 MONUMENTATION .............. 629-1 thr 4 Public Land Survey System .......... 625-1; ..................................... 629-1 thr 6 Survey Monumentation .......................... 629-1 Installing Monuments ................. 629-5 Locating Monuments .................. 629-3 Monument Box ......................... 629-6 Preserving and Referencing Monuments .. ................................ ............ 629-3 Surveying ............................................. 625-1 CONSTRUCTION SURVEYING 105-36; 625-1 Contractor .............................105 -36 Contractor surveying .................. 625-2 Department ........................... 105-36 equipment ..................... 625-1; 629 -1 Suspensions of Work Ordered by the Engineer ........................................ 104-1 SV ......... See Smoothness Verification Testing SWMP ..... See Stormwater Management Plan Tack Coat ................................... 401-7, 407-1 Tailgate meetings ................................... 107-2 tapers .................................................. 105-25 TCP ........................... See Traffic Control Plan TCLP ..... See Toxicity Characteristic Leaching ...................................................... Procedure Technical Representative of Wall Product Supplier ........................................ 504-8 TECS ....... See Transportation Erosion Control Supervisory Certificate Training Temporary Berms ............................ 208-3, 21 Temporary channelizing devices ............ 630-4 Stackable Tubular Markers ........... 630-5 Stackable Vertical Panels ............ 630-4 Temporary Portable Rumble Strips . 630-5 Temporary Masking Signs ................... 630-12 Temporary Pavement Marking 202-7; 627- 1, 2; ............................................ See Table 202- 1 Temporary Slope Drains .................. 208-3, 21 Test Methods for Examining of Composting and Compost ................................. 212-2, 3 texturing ........ 105-23; 202-11; 412 -6; 601 -37; .......................................................... 708-5, 6 The Ultimate tensile strength ......... 504-1 thr 6 Thermoplastic Pavement Marking 627-4 thr 9; ................................................ 713-4, 5, 9, 10 Third Party Beneficiary ........................ 107-15 Thousand Feet Board Measure .. 109-4; 508-3 Timber ................................................... 109-4 TIMBER STRUCTURES ............. 109-4; 508-1 TL .................................... See Tolerance Limit TMECC ... See Test Methods for Examining of ............................. Composting and Compost INDEX Page Page INDEX -18 TMP .... See Transportation Management Plan TO requirements ............... See Transportation ............................................. Operations Plan Tolerances for Hot Mix Asphalt ........................ ............................................. See Table 401- 1 Tolerance Limit ..... 105-8, 14 thr 16, 20 thr 23; ...................... 106-4 thr 10; 412- 17, 19; 712- 6 Toolbox .................................................. 107-2 Topsoil ... 101-3; 106-2; 203-11; 207-1;208-19; ...................................................... 214-6 thr 8 Wetland topsoil material .. 203-11; 207-1 Toxicity Characteristic Leaching Procedure ........................................ 206-2; 250- 9; 701 -2 traffic circle .......................................... 105-25 traffic cones ........................................... 630-3 traffic control devices ...................................... ... 107-9, 13; 202-1; 614 -1, 23; 630 -1, 6 thr 15 Traffic Control Management ....... 630-1, 10, 1 6 Traffic Control Plan .................. 101-11; 104-2; .................................................... 630-6 thr 16 traffic signal .. 105-39; 202-6; 210 -2; 614-2, 23 traffic signal controller ........ 202-6; 614- 3 thr 5; ............................................. See Table 614- 1 Traffic Signal Electrical Conductors and Control Cable ............................ 614-13, 25 Traffic Signal Faces ............................. 614-12 Traffic Signal Poles .............................. 614-12 Traffic Signal Systems ......................... 614-25 Bonding and Grounding ............. 614-26 Traffic Signal Vehicle Detector Amplifier .......... ............................................................ 614-15 TRANSPLANTING ........................ 215-1 thr 4; ............................................. See Table 215- 3 Transportation Erosion Control Supervisory Certificate Training ........................... 208-11 Transportation Management Plan .......... 630-6 Transportation Operations Plan ........... 630-10 Trash Receptacles ...................... 622-6; 712- 3 Traveled Way ....................................... 101-11 treatment, storage and disposal ...................... ............................................... 250-2, 5 thr, 11 TRM ..................... See Turf reinforcement mat TSD ...... See treatment, storage and disposal Tubular markers ................. 630-2 thr 5; 713- 6; ............................................. See Table 630- 4 TULT ............ See the Ultimate tensile strength Turf reinforcement mat ............ 208-3; 216-3, 4 Performance Requirements ................ ............................... See Table 216-4 Physical Requirements ... See Table 216 -3 turn slots ........................................ 105-25, 27
U.S. Coast and Geodetic ....................... 629-4
U.S. Geological Survey .......................... 629-4 U-Channel ............................................. 630-1 Ultrasonic Testing ................................ 502-11 Extent and Acceptance Criteria of Ultrasonic Testing ................... 509-6 ultrasonically tested .................... 502-9; 509-6 Unacceptable work .............................. 105-38 Unauthorized work .............................. 105-38 underdrains .......... 101-10; 504- 14, 25; 605 -1; ................................................... 707-2; 712-6 US Army Corps of Engineers ......... 208-17, 18 USACE ....... See US Army Corps of Engineers USCG ............... See U.S. Coast and Geodetic Use of Explosives ............................ 107-5, 10 USGS ................. See U.S. Geological Survey UT ........................... See Ultrasonically Tested utility .................................................... 105-35 Utility Company ................................... 107-21 utility facilities ...................................... 105-35 utility owners ....................................... 105-35 VAC ................... See Volts Alternating Current Value Engineering Change Proposal ... 101-11 Basis of Payment .......................104 -8 by the Contractor ...................... 104-4 Contractor Appeal Process ...........104 -9 Evaluation .............................. 104-6 VECP (Category A) .......................... 104-4 VECP (Category B) ......................... 104-4 valve boxes .................. 105-35; 210-2; 616 -1; ............................................... 623-4, 7; 716- 2 vaults ..................................................... 604-1 VECP ............ See Value Engineering Change Proposal Vehicle detector amplifier .................... 614-15 Vehicle Tracking Pad ............................. 208-5 Min. dimensions of the modular system .... 208-7; See Table 208 -9, Table 208 -10 Vertical Slip Joints ......................... 504-5, 8, 9 Vertical tracking ....................... 208-19, 24, 33 vibrations per minute ............................. 412-2 vibratory rollers .......... 203-8, 9; 401- 11, 12, 13 Violation of Working Time Limitation ... 105-12; ............................................. See Table 105- 6 VOC ............. See Volatile Organic Compound Voids ................... 106-6 thr 8; 412-13; 504 -19 Volatile Organic Compound . 412-11; 601 -32, ................................................. 601-38, 708-1 Volts Alternating Current ............613- 1; 614-11 VPM ....................... See Vibrations per minute VTP .......................... See vehicle tracking pad V-type heating ..................................... 509-12 “W” Beam Rail ....................................... 710-1 Walls ..................................................... 504-1 Design Heights ......................... 504-4 Elevations ...............................504 -1 Layouts ................................ ..504 -1 Leveling Pad .......................... 504-12 Panel and Reinforcement Locations 504-1 INDEX Page Page INDEX -19 Placement Schedule ................... 504-5 Soil Reinforcement .................... 504-1 Tiered ................................ ... 504-4 WAQTC ....... See Western Alliance for Quality Transportation Construction Wastewater .... 107-19; 208- 7; 250 -11 412-4, 5 Water Control Devices ........................... 615-1 Water lines .......... 105-35; 619- 1; 622 -9; 717-4 Water Quality ....................................... 107-15 Items to Be Completed Before Requesting Partial Acceptance 208-30 List and Evaluation of Potential Pollutants ......................... 208-16 Permanent ............................ 208-30 Permanent Water Quality Plan Sheets ........................................... 208-17 Water Quality Control 107-15; 208-11, 26 -30 Construction Requirements ........ 107-11 Water Slurry ............... 503-6, See Table 503 -3 WATERING AND DUST PALLIATIVES ........... ......................................................... 209-1 Waterproofing ............................ 517-1; 705- 1, ............................................. See Table 705- 7 waterproofing membrane ............ 401-8; 515- 1 Waterstops ..... 518-1, See Expansion Devices Waterstops and Expansion Joints .......... 518-1 Watertight Joint Systems ........... 603-3; 624- 3; .............................................................. 705-1 web ..................... 502-1, 6; 509- 1, 6, 12 thr 17 Welded Stud Shear Connectors ............ 509-2 welded wire fabric ......... 208-3; 504-16, 602 -1; .............................................................. 709-1 Western Alliance for Quality Transportation Construction ...................................... 203-6 Wetland areas ..................................... 107-19 Wetland plugs ........................................ 215-3 Wetland Topsoil ....................... 203-11; 207 -1 Wheel Path .......................................... 101-11 wheel paths .............................. 105-27; 401-9 wire lines ............................................. 105-35 Wood cellulose fiber mulch .................... 213-2 ............................................. See Table 213- 1 Wood chip mulch ................................... 213-3 Wood Noise Barrier .................... 607-1; 710- 2 Work ................................ 101-8; 104- 1; 105 -1 Work zone ......................................... 630-2, 6 Working Day ........................................ 101-11 Working Drawings ............................... 101-11 Workplace Violence .................. 101-12, 108-9 Woven wire ............................................ 710-1 Wrapping material ................................. 214-3 NOTES NOTES
Source: Colorado Standard Specifications for Road and Bridge Construction, 2023 Edition. Pages 915–943 of 943.