Geosynthetics and Geotextiles
Datasheet constraints: every range, checkbox and listbox field now states its direction
Showing changes from Rev 4
to Rev 5
in Geosynthetics and Geotextiles.
---
title: Geosynthetics and Geotextiles
…118 unchanged lines
- "Certified test report per roll lot"
- "Manufacturer's installation instructions"
+constraint: all_of
```
…26 unchanged lines
- "Roll identification log"
- "Field repair log"
+constraint: all_of
```
…81 unchanged lines
- "Asphalt interlayer"
- "Bentonite containment"
+constraint: all_of
```
…136 unchanged lines
```datasheet
−label: Filtration Geotextile Maximum Apparent Opening Size (ASTM D4751)
+label: Filtration Geotextile Apparent Opening Size (ASTM D4751)
type: range
unit: mm
…3 unchanged lines
derived: "the percent of the protected soil passing the No. 200 sieve reported in the geotechnical investigation report, per the AASHTO M 288 subsurface drainage requirements"
default: derived
+constraint: max
```
### The minimum permittivity of the filtration geotextile, determined in accordance with ASTM D4491, shall be as indicated in the datasheet.
```datasheet
−label: Filtration Geotextile Minimum Permittivity (ASTM D4491)
+label: Filtration Geotextile Permittivity (ASTM D4491)
type: range
unit: 1/s
…3 unchanged lines
derived: "the percent of the protected soil passing the No. 200 sieve reported in the geotechnical investigation report, per the AASHTO M 288 subsurface drainage requirements"
default: derived
+constraint: min
```
…58 unchanged lines
```datasheet
−label: Drainage Geocomposite Minimum In-Plane Flow Rate (ASTM D4716)
+label: Drainage Geocomposite In-Plane Flow Rate (ASTM D4716)
type: range
unit: gpm/ft
…3 unchanged lines
drawing_ref: "the subsurface drainage design"
default: deferred
+constraint: min
```
…49 unchanged lines
```datasheet
−label: Geogrid Minimum Ultimate Tensile Strength, Each Principal Direction (ASTM D6637)
+label: Geogrid Ultimate Tensile Strength, Each Principal Direction (ASTM D6637)
type: range
unit: lb/ft
…3 unchanged lines
drawing_ref: "the pavement design in the geotechnical investigation report"
default: deferred
+constraint: min
```
…37 unchanged lines
```datasheet
−label: Paving Fabric Minimum Mass per Unit Area (ASTM D5261)
+label: Paving Fabric Mass per Unit Area (ASTM D5261)
type: range
unit: oz/yd²
…2 unchanged lines
setpoints: [3.5, 4.1, 4.5, 6, 8]
default: 4.1
+constraint: min
```
…32 unchanged lines
derived: "the asphalt retention of the fabric furnished per ASTM D6140, plus the amount needed to bond the fabric to the existing surface for its condition, per the fabric manufacturer's published rate"
default: derived
+constraint: exact
```
…21 unchanged lines
```datasheet
−label: Paving Grid Minimum Tensile Strength, Each Principal Direction (ASTM D6637)
+label: Paving Grid Tensile Strength, Each Principal Direction (ASTM D6637)
type: range
unit: lb/ft
…3 unchanged lines
drawing_ref: "the overlay design"
default: deferred
+constraint: min
```
…40 unchanged lines
```datasheet
−label: Geosynthetic Clay Liner Minimum Bentonite Mass per Unit Area (ASTM D5993)
+label: Geosynthetic Clay Liner Bentonite Mass per Unit Area (ASTM D5993)
type: range
unit: lb/ft²
…2 unchanged lines
step: 0.05
default: 0.75
+constraint: min
```
…5 unchanged lines
```datasheet
−label: Geosynthetic Clay Liner Maximum Hydraulic Conductivity
+label: Geosynthetic Clay Liner Hydraulic Conductivity
type: range
unit: '×10⁻⁹ cm/s'
…2 unchanged lines
setpoints: [1, 2, 5, 10]
default: 5
+constraint: max
```
…16 unchanged lines
```datasheet
−label: Geosynthetic Clay Liner Minimum Cover Thickness
+label: Geosynthetic Clay Liner Cover Thickness
type: range
unit: in
…2 unchanged lines
setpoints: [12, 18, 24, 36]
default: 12
+constraint: min
```
…30 unchanged lines
max: 100000
setpoints: [5000, 10000, 25000, 50000, 100000]
+constraint: max
```
…48 unchanged lines
```datasheet
−label: Minimum Panel Overlap, Separation, Stabilization, and Reinforcement Layers
+label: Panel Overlap, Separation, Stabilization, and Reinforcement Layers
type: range
unit: in
…3 unchanged lines
derived: "the subgrade CBR reported in the geotechnical investigation report, per the AASHTO M 288 overlap requirements"
default: derived
+constraint: min
```
…17 unchanged lines
```datasheet
−label: Minimum Cover Over Geosynthetic Before Construction Traffic
+label: Cover Over Geosynthetic Before Construction Traffic
type: range
unit: in
min: 6
max: 24
setpoints: [6, 8, 12, 18, 24]
+constraint: min
```
…11 unchanged lines
```datasheet
−label: Maximum Exposure of Geosynthetic Before Covering
+label: Exposure of Geosynthetic Before Covering
type: range
unit: days
…2 unchanged lines
setpoints: [3, 7, 14, 30]
default: 14
+constraint: max
```
…33 unchanged lines
```datasheet
−label: Geosynthetic Clay Liner Minimum Longitudinal Overlap
+label: Geosynthetic Clay Liner Longitudinal Overlap
type: range
unit: in
min: 6
max: 24
setpoints: [6, 9, 12, 18, 24]
+constraint: min
```
…35 unchanged lines
max: 10
setpoints: [1, 2, 5, 10]
+constraint: min
```
…5 unchanged lines
## The material warranty shall not be voided by a placement condition the manufacturer's installation instructions permit, and the manufacturer shall state in writing before delivery any site condition under which the warranty would not apply.