717.01 CONCRETE CURING MATERIALS 717.01.1 Curing and Protective Coverings Furnish protective cover materials for curing concrete in accordance with ASTM C171, Sheet Materials for Curing Concrete, excluding curing paper. 717.01.2 Burlap Cloth Furnish burlap cloth in accordance with AASHTO M 182, Class 3. In lieu of the minimum weight (mass) specified, ensure that a sample dried in an oven at a temperature of 215 to 225 °F (102 to 107 °C) has a weight not less than 8.0 ounces per square yard (270 g/m2). 717.01.3 Liquid Membrane-Forming Concrete Curing Compounds Furnish liquid membrane-forming compounds for curing concrete listed on the QPL and in accordance with ASTM C309 Type 1-D, clear or translucent and containing a fugitive dye, or Type 2, white pigmented. 717.01.4 Concrete Cure and Seal Compounds Furnish liquid cure and seal compounds for concrete listed on the QPL in accordance with ASTM C1315 Type 1, Class A. Furnish clear products. 717.01.5 White Polyethylene Sheeting Furnish white, reflective, polyethylene sheeting material for curing concrete in accordance with ASTM C171. 717.02 BRIDGE DECK SEALANTS 717.02.1 Silane Sealer Furnish a Silane Sealant listed on the QPL. 717.02.2 Bridge Deck Crack Sealant
A.High Molecular Weight Methacrylate (HMWM) Bridge Deck Crack Sealant. Furnish a low viscosity, non-fuming, HMWM resin conforming to Table 717-1 and listed on the QPL. 717 – CONCRETE SEALANTS 2020 EDITION V5.1 717-2 TABLE 717-1 PROPERTIES OF HMWM Physical Property Requirements for HMWM Resin Viscosity: 1.4 x 10-3 lb/in-s (25 centipoises) maximum (Brookfield Model RVT Viscometer, No. 1 Spindle at 60 RPM) Specific Gravity: 0.90 minimum at 77 °F (25 °C) Tensile Elongation: 30% minimum (ASTM D638) Odor: Low Vapor Pressure: 0.02 psi at 77 °F (140 Pa at 25 °C) maximum Flash Point: 175 °F (80 °C) minimum (ASTM D3278) Solids Content: 100% Performance Properties of HMWM Resin Cure Speed - Bulk Cure less than 3 hours at 73 °F (25 °C) Surface Cure less than 8 hours at 73 °F (25 °C) less than 24 hours at application temperature Gel Time 25-75 min. at application temperature, 1.7 fl. oz. (50 ml) sample
B.Epoxy Bridge Deck Crack Sealant. Furnish epoxy bridge deck crack sealant listed on the QPL.
C.Deck Sealant Sand. Furnish sand for bridge deck crack sealing operations in accordance with manufacturer’s recommendations. T-1 TABLES TABLE TITLE
101-1 Measurement abbreviations
105-1 Contract items - evaluation elements
105-2 Table of price reduction factors
105-3 Maximum allowable variance and divergence
105-4 Unit cost
105-5 Ride incentive reduction table
105-6 Commercial mix- ride incentive reduction table
106-1 District/area phone numbers
106-2 Number of mix designs and tests furnished at no cost
108-1 Subcontract requirements
108-2 Project schedule deductions
108-3 Holiday Contract Time Assessment
108-4 Schedule of liquidated damages
109-1 Rounding criteria
109-2 Subcontracting - administrative allowances
109-3 Mobilization payments
109-4 Items subject to fuel price adjustment
203-1 Compaction requirements
204-1 Seismograph tolerances
206-1 Detour bridge design
208-1 FWP contact information
208-2 Temporary erosion control - lump sum progress payments
301-1 Surface smoothness
301-2 Shoulder gravel gradation requirements
304-1 Pay factors for CTB
401-1 Maximum allowable percent binder replacement
401-2 Table of gradations - RAS
401-3 Hamburg testing pay factors
401-4 Table of pay factors
401-5 EPA specification – used oil fuel requirements
401-6 Minimum lift thickness
401-7 Maximum allowable variance and divergence
401-8 Price adjustments due to line deviations
402-1 Schedule of tolerances
402-2 Recommended application temperatures for bituminous materials
402-3 Minimum residual for emulsified asphalt
501-1 Concrete pavement thickness deficiency
551-1 Concrete classification
551-2 Concrete requirements
551-3 CLSM gradations
551-4 Items included for pay factor adjustment
551-5 Concrete strength pay factors
551-6 Air content pay factors
551-7 28-Day concrete permeability pay factors
551-8 56-Day concrete permeability pay factors
551-9 Pay factors for concrete
TABLES 2020 EDITION V5.1 T-2 TABLE TITLE
553-1 Tolerances for prestressed concrete members
555-1 Minimum bending radii
555-2 Rebar cover
555-3 Weights of standard sizes of reinforcing bars
556-1 Bolt length determination
556-2 Bolt substitutions
559-1 Finish coat paint color
564-1 Structure tolerances
612-1 Minimum dry film thickness
618-1 Traffic control requirements for hauling units - 2 lane roadways
618-2 C factors for drop-offs on the outside of horizontal curves
618-3 Average daily traffic adjustment factor
618-4 Traffic control device based on spacing factor
618-5 Traffic control speed limits in construction zones
618-6 Traffic control rates based on category and device type
618-7 Traffic control - lump sum progress payments
619-1 Materials required for sign work
701-1 Limits on deleterious material in fine aggregate
701-2 Table of gradations - fine aggregate for concrete
701-3 Limits on deleterious substances in coarse aggregate
701-4 Table of gradations - coarse aggregate for concrete4
701-5 Optimized gradation requirements
701-6 Table of gradations - selected surfacing
701-7 Table of gradations - sand surfacing
701-8 Table of gradations - crushed base course type “A”
701-9 Table of gradations - crushed base course type “B”
701-10 Table of gradations - crushed top surfacing type “A”
701-11 Table of gradations - crushed top surfacing type “B”
701-12 Table of gradations - cover material
701-13 Table of gradations - aggregate for cement treated base
701-14 Aggregate requirements
701-15 Grade S mixture design and production requirements
701-16 Grade S aggregate design requirements
701-17 Hamburg wheel track requirements
701-18 Grade “S” specifications
701-19 Table of gradations - bedding material
701-20 Table of gradations - filter material
701-21 Riprap requirements
701-22 Table of gradations – random riprap
701-23 Ancillary armor
701-24 Table of gradations – drain aggregate
701-25 Digout and sub-ex replacement material (crusher reject)
701-26 Table of gradations – bridge end backfill
702-1 Basis for acceptance of bituminous materials
702-2 Specification for performance graded asphalt binder
702-3 Specifications for medium curing liquid asphalts
702-4 Specifications for high float emulsions
2020 EDITION V5.1 TABLES T-3 TABLE TITLE
703-1 Packaging Table
703-2 Required Nut Rotation
703-3 Verification Torque
704-1 Single post mounting
704-2 Timber pole - Top diameter limits
704-3 Sign Structure Design Requirements
704-4 ASTM retro reflective sheeting requirements
707-1 Properties and test methods - finished rubber waterstop
707-2 Properties and test methods - finished plastic waterstop
710-1 Aluminum epoxy paint composition
710-2 Epoxy paint for pipe pile requirements
710-3 Enamel paint requirements
710-4 Zinc phosphate paint requirements
710-5 Structures intermediate coat requirements
710-6 Structures finish coat requirements
710-7 Certified test results
711-1 Heavy hex nuts
711-2 Steel plate substitutions
711-3 PTFE sheet properties
712-1 Woven wire requirements
712-2 Post lengths
712-3 Approximate gate frame weights
713-1 Liquid magnesium chloride requirements
713-2 Liquid calcium chloride requirements
713-3 Mortar sand gradation requirements
713-4 Topsoil gradation requirements
713-5 Weed control mat
713-6 Rolled erosion control
713-7 Compost physical and chemical properties
714-1 Temporary waterborne traffic paint composition
714-2 Waterborne traffic paint composition
714-3 High durability waterborne traffic paint composition
714-4 Epoxy or other polymeric traffic paint composition
714-5 Minimum SIA plastic pavement marking material
716-1 E Geotextile strength property requirements
716-1 M Geotextile strength property requirements
716-2 Separation geotextile property requirements
716-3 Stabilization geotextile property requirements
716-4 Subsurface drainage geotextile filter property requirements
716-5 Permanent erosion control geotextile property requirements
716-6 Temporary silt fence property requirements
717-1 Properties of HMWM
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Source: Standard Specifications for Road and Bridge Construction, 2020 (v5.1) Edition. Pages 607–611 of 611. View official source ↗