Asphalt Paving
Datasheet constraints: every range, checkbox and listbox field now states its direction
Showing changes from Rev 6
to Rev 7
in Asphalt Paving.
---
title: Asphalt Paving
…109 unchanged lines
- "Paving plan with joint locations and course sequence"
default: ["Job-mix formula for each mixture and course", "Binder certificate of analysis", "Aggregate quality test results", "Prime coat and tack coat product data and rates", "Paving plan with joint locations and course sequence"]
+constraint: all_of
```
…20 unchanged lines
- "Control strip reports"
default: ["Asphalt producer qualification and quality-control plan", "Testing agency accreditation and gauge calibrations"]
+constraint: all_of
```
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- "Warranty documentation"
default: ["Plant and field test reports, passing and failing", "Daily paving records", "Binder and emulsion delivery tickets and certificates", "As-built surface survey and core thickness record", "Nonconforming lot record and dispositions", "Warranty documentation"]
+constraint: all_of
```
…154 unchanged lines
step: 0.25
default: deferred
+constraint: min
```
…9 unchanged lines
step: 0.25
default: deferred
+constraint: min
```
…9 unchanged lines
step: 0.5
default: deferred
+constraint: min
```
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step: 1
default: deferred
+constraint: exact
```
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```datasheet
−label: Minimum Surface Temperature for Lifts 2 in. and Thicker
+label: Surface Temperature for Lifts 2 in. and Thicker
type: range
unit: °F
…2 unchanged lines
setpoints: [32, 35, 40, 45, 50, 55, 60]
default: 40
+constraint: min
```
### For lifts thinner than 2 in. in compacted thickness, asphalt shall not be placed unless the temperature of the receiving surface is not less than the value indicated in the datasheet and the air temperature is rising.
```datasheet
−label: Minimum Surface Temperature for Lifts Thinner Than 2 in.
+label: Surface Temperature for Lifts Thinner Than 2 in.
type: range
unit: °F
…2 unchanged lines
setpoints: [32, 35, 40, 45, 50, 55, 60]
default: 50
+constraint: min
```
…43 unchanged lines
```datasheet
−label: Coarse Aggregate Fractured Faces Minimum
+label: Coarse Aggregate Fractured Faces
type: range
unit: '% with two or more fractured faces'
…3 unchanged lines
setpoints: [55, 75, 85, 95, 100]
default: derived
+constraint: min
```
…3 unchanged lines
```datasheet
−label: Los Angeles Abrasion Loss Maximum
+label: Los Angeles Abrasion Loss
type: range
unit: '%'
…2 unchanged lines
step: 5
default: 40
+constraint: max
```
### The soundness loss of the coarse aggregate after five cycles in sodium sulfate, tested per ASTM C88/C88M, shall not exceed the value indicated in the datasheet.
```datasheet
−label: Sodium Sulfate Soundness Loss Maximum
+label: Sodium Sulfate Soundness Loss
type: range
unit: '%'
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step: 1
default: 12
+constraint: max
```
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```datasheet
−label: Surface Course Maximum Reclaimed Asphalt Pavement Content
+label: Surface Course Reclaimed Asphalt Pavement Content
type: range
unit: '% of mixture'
…2 unchanged lines
step: 5
default: 15
+constraint: max
```
### The reclaimed asphalt pavement content of the intermediate and asphalt base courses, by weight of the total mixture, shall not exceed the value indicated in the datasheet.
```datasheet
−label: Intermediate and Base Course Maximum Reclaimed Asphalt Pavement Content
+label: Intermediate and Base Course Reclaimed Asphalt Pavement Content
type: range
unit: '% of mixture'
…2 unchanged lines
step: 5
default: 25
+constraint: max
```
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```datasheet
−label: Maximum Recycled Asphalt Shingle Content
+label: Recycled Asphalt Shingle Content
type: range
unit: '% of mixture'
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step: 1
default: 0
+constraint: max
```
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max: 19
setpoints: [4.75, 9.5, 12.5, 19]
+constraint: exact
```
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max: 25
setpoints: [9.5, 12.5, 19, 25]
+constraint: exact
```
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max: 37.5
setpoints: [12.5, 19, 25, 37.5]
+constraint: exact
```
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setpoints: [50, 65, 75, 100, 125]
default: derived
+constraint: exact
```
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setpoints: [35, 50, 75]
default: derived
+constraint: exact
```
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step: 0.5
default: 4
+constraint: exact
```
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```datasheet
−label: Minimum Tensile Strength Ratio
+label: Tensile Strength Ratio
type: range
unit: '%'
…2 unchanged lines
step: 5
default: 80
+constraint: min
```
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max: 0.5
step: 0.05
+constraint: exact
```
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step: 0.01
default: derived
+constraint: exact
```
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```datasheet
−label: Minimum Mixture Temperature Behind the Screed
+label: Mixture Temperature Behind the Screed
type: range
unit: °F
…3 unchanged lines
step: 5
default: derived
+constraint: min
```
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```datasheet
−label: Maximum Compacted Thickness of a Single Lift
+label: Compacted Thickness of a Single Lift
type: range
unit: in
min: 1.5
max: 6
setpoints: [1.5, 2, 2.5, 3, 4, 5, 6]
+constraint: max
```
…17 unchanged lines
- "Oscillatory roller for breakdown adjacent to structures"
default: ["Vibratory steel-wheel roller for breakdown", "Static steel-wheel roller for finish rolling"]
+constraint: all_of
```
…31 unchanged lines
```datasheet
−label: Minimum Longitudinal Joint Offset Between Lifts
+label: Longitudinal Joint Offset Between Lifts
type: range
unit: in
…2 unchanged lines
setpoints: [6, 12, 18, 24]
default: 6
+constraint: min
```
…47 unchanged lines
```datasheet
−label: Maximum Mat Surface Temperature for Opening to Traffic
+label: Mat Surface Temperature for Opening to Traffic
type: range
unit: °F
…2 unchanged lines
step: 5
default: 140
+constraint: max
```
…64 unchanged lines
```datasheet
−label: Minimum In-Place Density, Percent of Theoretical Maximum Specific Gravity
+label: Lowest In-Place Density, Percent of Theoretical Maximum Specific Gravity
type: range
unit: '% of Gmm'
…2 unchanged lines
step: 0.5
default: 92
+constraint: min
```
### Where the basis is percent of theoretical maximum specific gravity, no individual in-place density test shall exceed the value indicated in the datasheet.
```datasheet
−label: Maximum In-Place Density, Percent of Theoretical Maximum Specific Gravity
+label: Highest In-Place Density, Percent of Theoretical Maximum Specific Gravity
type: range
unit: '% of Gmm'
…2 unchanged lines
step: 0.5
default: 97
+constraint: max
```
### Where the basis is percent of laboratory-compacted bulk specific gravity, the average in-place density of each lot shall be not less than the value indicated in the datasheet, and no individual test shall be more than 2 percentage points below it.
```datasheet
−label: Minimum In-Place Density, Percent of Laboratory Density
+label: In-Place Density, Percent of Laboratory Density
type: range
unit: '% of laboratory Gmb'
…2 unchanged lines
step: 0.5
default: 96
+constraint: min
```
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step: 0.5
default: 2
+constraint: max
```
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setpoints: [0, 0.125, 0.25, 0.375, 0.5]
default: 0.25
+constraint: max
```
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```datasheet
−label: Surface Course Straightedge Deviation Maximum
+label: Surface Course Straightedge Deviation
type: range
unit: in
…2 unchanged lines
setpoints: [0.125, 0.1875, 0.25, 0.375, 0.5]
default: 0.25
+constraint: max
```
### The finished intermediate course shall not deviate from a 10 ft straightedge laid in any direction by more than the value indicated in the datasheet.
```datasheet
−label: Intermediate Course Straightedge Deviation Maximum
+label: Intermediate Course Straightedge Deviation
type: range
unit: in
…2 unchanged lines
setpoints: [0.125, 0.25, 0.375, 0.5, 0.75]
default: 0.375
+constraint: max
```
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max: 1
setpoints: [0.125, 0.25, 0.375, 0.5, 0.75, 1]
+constraint: max
```
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max: 1000
setpoints: [100, 250, 500, 750, 1000]
+constraint: max
```
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max: 1500
setpoints: [250, 500, 750, 1000, 1500]
+constraint: max
```
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setpoints: [1, 2, 3, 5]
default: 1
+constraint: min
```
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## The warranty does not limit the Owner's remedies for a latent defect in density, thickness, mixture, or tack coat that is concealed by the course above it and discovered after the warranty period.