Agency Practices Explorer: Data Views
Admixtures
Joints: Tiebars
LCCA
SCM: Fly Ash
Specifications
Thickness Design
Aggregates
Joints: Dowel Bars
Mixture
SCM: Silica Fume
Strength
Traffic
Cement
Joints: Longitudinal
Opening to Traffic
SCM: Slag Cement
Subbase
Curing
Joints: Sealing
Reinforcement: CRCP
Shoulder
Subgrade
Drainage
Joints: Transverse
Reinforcement: JPCP
Smoothness
Texturing
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Location
Air Entrainment Spec
Chemical Admixture(s) Spec
M194/C494 Type A Allowed
M194/C494 Type B Allowed
M194/C494 Type C Allowed
M194/C494 Type D Allowed
M194/C494 Type E Allowed
M194/C494 Type F Allowed
M194/C494 Type G Allowed
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Location
Tiebar Specification
Steel Grade
Typical Diameter
Typical Length
Typical Spacing
Coatings Allowed
Bending of Coated Tiebars Allowed
Degree of Bend Allowed
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Location
LCCA Used in Pavement Type Selection
LCCA Period
Discount Rate
Construction Costs Considered in LCCA
Maintenance Costs Considered in LCCA
Preservation Costs Considered in LCCA
User Costs Considered in LCCA
Salvage Value Considered in LCCA
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Location
Fly Ash Spec
Type C Allowed
Type F Allowed
Type N Allowed
Fly Ash ASR Test
Minimum Content (% by weight of cement)
Maximum Content (% by weight of cement)
Misc Requirements
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Location
Date of Current Specifications
Specs Primarily Methods & Materials
Specs Primarily End Result
Specs Primarily QA/QC
Specs Primarily Performance Related
Ride Incentives / Disincentives Used
Thickness Incentives / Disincentives Used
Strength Incentives / Disincentives Used
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Location
% New Concrete Pavements: JPCP
% New Concrete Pavements: JRCP
% New Concrete Pavements: CRCP
JPCP: Design Procedure
JPCP: Design Period
JPCP: Min Thickness
JRCP: Design Procedure
JRCP: Design Period
JRCP: Min Thickness
CRCP: Design Procedure
CRCP: Design Period
CRCP: Min Thickness
Typical Concrete Pavement Thickness
Typical Asphalt Pavement Thickness
Implementing MEPDG
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Location
Maximum Aggregate Size
Typical Gradation
Specification Used
Alkali-Aggregate Reactivity Test Method
Alkali-Aggregate Reactivity Test Requirements
Misc Aggregate Requirements
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Location
Dowel Specification
Material(s) Allowed
Predominant Diameter(s)
Typical Length
Typical Spacing
Coatings Allowed
Alignment Criteria
Cutting Basket Tie Wires Required
Allow Dowel Bar Inserter (DBI)
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Mixture Design Provider
Maximum w/c Ratio
Target Air Content
Air Content Tolerance
Minimum Cement Content
Fixed Form Slump Range
Slipform Slump Range
Mixing Time
Maximum Concrete Temp
Minimum Concrete Temp
Cold-Weather Temp Criteria
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Silica Fume Spec
Minimum Content (% by weight of cement)
Maximum Content (% by weight of cement)
Misc Requirements
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Location
Thickness Design Strength Parameter
Thickness Design Strength
Construction Acceptance Strength Parameter
Construction Acceptance Average Strength
Construction Acceptance Minimum Strength
Incentives When Target Strength Exceeded
Disincentives When Strength Below Target
Consequences When Strength Below Target
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Traffic Design Parameter
Load Equivalency Factors Used
Growth Rate Applied to Traffic
Truck Lane Distribution Percentage: 2 Lanes/Direction
Truck Lane Distribution Percentage: 3 Lanes/Direction
Truck Lane Distribution Percentage: 4 Lanes/Direction
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Location
Cement Spec
Type I Cement Allowed
Type II Cement Allowed
Type III Cement Allowed
Type IV Cement Allowed
Type V Cement Allowed
Type IS Cement Allowed
Type IP Cement Allowed
Type P Cement Allowed
Type I(PM) Cement Allowed
Type S Cement Allowed
Type I(SM) Cement Allowed
Type GU Cement Allowed
Type HE Cement Allowed
Type MS Cement Allowed
Type HS Cement Allowed
Type MH Cement Allowed
Type LH Cement Allowed
Type Gub Bin Cement Allowed
Type Gub Term Cement Allowed
Type S Cement Allowed
Type F Cement Allowed
Type Cl Cement Allowed
Type CH Cement Allowed
Type SF Cement Allowed
Misc Requirements
Blended Cements Allowed
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Location
Outer Lane Width (Divided Highway)
Inner Lane Width (Divided Highway)
Sawcut Longitudinal Joints Allowed
Formed Longitudinal Joints Allowed
Insert Longitudinal Joints Allowed
Initial Sawcut Depth
Tiebars Used
Keyways Used
Aggregate Interlock Relied Upon
Maximum Tied Pavement Width
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Cure Time before Traffic (Including Construction)
Required Compressive Strength for Opening
Required Flexural Strength for Opening
Time Requirement (if applicable)
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Slag Cement Spec
Grade 100 Allowed
Grade 120 Allowed
Slag Cement ASR Test
Minimum Content (% by weight of cement)
Maximum Content (% by weight of cement)
Misc Requirements
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Location
Dense Graded Granular Subbases Allowed
Dense Graded Asphalt-Treated Subbases Allowed
Dense Graded Cement-Treated Subbases Allowed
Lean Concrete Subbases Allowed
Permeable Granular Subbases Allowed
Permeable Asphalt-Treated Subbases Allowed
Permeable Cement-Treated Subbases Allowed
Free-Draining Granular Subbases Allowed
Free-Draining Asphalt-Treated Subbases Allowed
Free-Draining Cement-Treated Subbases Allowed
Lime-Treated Subbases Allowed
Fly Ash-Treated Subbases Allowed
Predominant Subbase Thickness
Compaction Requirements for Granular Subbases
Granular Separator Used Under Drainable Subbase
Fabric Separator Used Under Drainable Subbase
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Traffic Design Parameter
Load Equivalency Factors Used
Growth Rate Applied to Traffic
Truck Lane Distribution Percentage: 2 Lanes/Direction
Truck Lane Distribution Percentage: 3 Lanes/Direction
Truck Lane Distribution Percentage: 4 Lanes/Direction
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Wet Burlap Curing Allowed
Polyethylene Sheet Curing Allowed
Waterproof Paper Curing Allowed
Liquid Membrane-Forming Compound Allowed
Curing Compound Allowed
Curing Compound Specification
Curing Compound App Rate
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Location
Reservoir Width in Transverse Joints
Reservoir Width in Longitudinal Joints
Predominant Sealant used in Transverse Joints
Predominant Sealant used in Longitudinal Joints
Silicone Sealant Spec
Hot-Pour Sealant Spec
Preformed Sealant Spec
Cold-Applied Sealant Spec
Other Sealants Allowed
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Location
% New Concrete Pavements: CRCP
Reinforcement Specification
Steel Coating
Transverse Steel Used
Steel Grade
Terminal Joint Type Used
Longitudinal Steel Percentage
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Location
Concrete Shoulders Allowed on Highways
Asphalt Shoulders Allowed on Highways
Aggregate Shoulders Allowed on Highways
Predominant Shoulder Type on Highways
Concrete Shoulders Allowed on Secondary Routes
Asphalt Shoulders Allowed on Secondary Routes
Aggregate Shoulders Allowed on Secondary Routes
Predominant Shoulder Type on Secondary Routes
Widened Slab Width (if used)
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Lime Modification Allowed
Fly Ash Modification Allowed
Cement Stabilization Allowed
Asphalt Stabilization Allowed
Cement Kiln Dust Modification Allowed
Lime Kiln Dust Modification Allowed
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Traffic Design Parameter
Load Equivalency Factors Used
Growth Rate Applied to Traffic
Truck Lane Distribution Percentage: 2 Lanes/Direction
Truck Lane Distribution Percentage: 3 Lanes/Direction
Truck Lane Distribution Percentage: 4 Lanes/Direction
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Drainage System Required on Concrete Pavements
Drainage System Required on Asphalt Pavements
Surface Cross Slope on Divided Highways
Edge Drains Used with Permeable Subbases
Daylighted Permeable Subbases Used
Collector Pipe Location on Divided Highways
Collector Pipe Diameter
Maintenance of Edge Drain System
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Location
Typical Contraction Joint Spacing for JPCP
Random Spacing Used
Random Spacing Pattern
Skewed Doweled Joints Used
Skewed Undoweled Joints Used
Criteria for Requiring Dowel Bars
Initial Sawcut Depth for JPCP
Early-Entry Dry Sawing Allowed
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% New Concrete Pavements: JRCP
Wire Mesh Allowed
Bar Mats Allowed
Typical Reinforcement Details
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Location
Specified Measuring Equipment
Roughness Index
Must Grind Bump
Blanking Band Width
Profile Measurement Location
Length of Section Evaluated
Index Range for 100% Payment
Index for Max Incentive
Worst Index Allowable
Smoothness Acceptance Testing Performed By
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Broom Texture Allowed
Burlap Drag Texture Allowed
Artificial Turf Drag Texture Allowed
Transverse Tine Texture Allowed
Longitudinal Tine Texture Allowed
Tining: Min Width
Tining: Max Width
Tining: Min Depth
Tining: Max Depth
Tining: Min Spacing
Tining: Max Spacing
Random Tine Spacing Allowed
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Location
Traffic Design Parameter
Load Equivalency Factors Used
Growth Rate Applied to Traffic
Truck Lane Distribution Percentage: 2 Lanes/Direction
Truck Lane Distribution Percentage: 3 Lanes/Direction
Truck Lane Distribution Percentage: 4 Lanes/Direction
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Locations Without Available Data For This Topic