Test 2021-07-22-34-3 (AASHTO T283-14) Summary

Project Information
Project IdentifiersProject ID: 215483
DEA: 022J0004
EFIS: 0221000017
DIST-CO-RTE-PM02-PLU-49-0.0/7.5
Work DescriptionPLACE HOT MIX ASPHALT (TYPE A).
Location DescriptionPLUMAS COUNTY AT AND NEAR VINTON FROM SIERRA COUNTY LINE TO ROUTE 70
Sample Information
Sample Taken Date7/22/2021 Sample Unique Key34
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing7/23/2021
Sample typeAcceptance A brief description of the sample3/4 HMA-A 15rap PG64-10 Valero
The quantity of what the sample constitutesPSE 16 boxs From where was the sample collectedManufacturer
First name of sampler or witnessed byErik Last name of sampler or witnessed byBenson
Title of sampler Laboratory sample identificationD78909
The fabricator/manufacturer/facility nameWestern NV Materials, Spanish Springs Transportation Laboratory (TL) Number996940
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifier
Structure name
Material Information
Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading3/4 inch Lot numberUnknown
Sublot numberUnknown HMA Design ID
Test Details
DIME Sample ID: 2021-07-22-34
DIME Test ID: 2021-07-22-34-3
Testing Lab: CT D02 - North Region Materials Lab
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Test Release Date: 2021-08-09
Test Results

Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 07/30/2021
Specimen Treatment: Treated
Dry 1 Diameter: 150.0 mm
Dry 2 Diameter: 150.0 mm
Dry 3 Diameter: 150.0 mm
Wet 1 Diameter: 150.0 mm
Wet 2 Diameter: 150.0 mm
Wet 3 Diameter: 150.0 mm
Dry 1 Thickness: 94.9 mm
Dry 2 Thickness: 94.9 mm
Dry 3 Thickness: 94.8 mm
Wet 1 Thickness: 94.9 mm
Wet 2 Thickness: 94.8 mm
Wet 3 Thickness: 94.9 mm
Dry 1 Dry Mass in Air: 3774.7 g
Dry 2 Dry Mass in Air: 3778.1 g
Dry 3 Dry Mass in Air: 3779.9 g
Wet 1 Dry Mass in Air: 3778.5 g
Wet 2 Dry Mass in Air: 3779.6 g
Wet 3 Dry Mass in Air: 3779.9 g
Dry 1 SSD Mass: 3795.7 g
Dry 2 SSD Mass: 3796.5 g
Dry 3 SSD Mass: 3799.2 g
Wet 1 SSD Mass: 3798.5 g
Wet 2 SSD Mass: 3799.6 g
Wet 3 SSD Mass: 3799.9 g
Dry 1 Mass in Water: 2166.2 g
Dry 2 Mass in Water: 2158.4 g
Dry 3 Mass in Water: 2161.6 g
Wet 1 Mass in Water: 2167.4 g
Wet 2 Mass in Water: 2162.6 g
Wet 3 Mass in Water: 2167.0 g
Dry 1 Maximum Specific Gravity: 2.477
Dry 2 Maximum Specific Gravity: 2.477
Dry 3 Maximum Specific Gravity: 2.477
Wet 1 Maximum Specific Gravity: 2.477
Wet 2 Maximum Specific Gravity: 2.477
Wet 3 Maximum Specific Gravity: 2.477
Load (Dry) 1: 30061 N
Load (Dry) 2: 29963 N
Load (Dry) 3: 32734 N
Load (Wet) 1: 27797 N
Load (Wet) 2: 28611 N
Load (Wet) 3: 29598 N
Dry 1 Visual Moisture Damage: 0
Dry 2 Visual Moisture Damage: 0
Dry 3 Visual Moisture Damage: 0
Wet 1 Visual Moisture Damage: 0
Wet 2 Visual Moisture Damage: 0
Wet 3 Visual Moisture Damage: 0
Dry 1 Cracked / Broken Aggregate: 22
Dry 2 Cracked / Broken Aggregate: 14
Dry 3 Cracked / Broken Aggregate: 18
Wet 1 Cracked / Broken Aggregate: 17
Wet 2 Cracked / Broken Aggregate: 15
Wet 3 Cracked / Broken Aggregate: 19
Dry 1 Soft Aggregate: 0
Dry 2 Soft Aggregate: 0
Dry 3 Soft Aggregate: 0
Wet 1 Soft Aggregate: 0
Wet 2 Soft Aggregate: 0
Wet 3 Soft Aggregate: 0
Wet 1 SSD Mass (Conditioned): 3853.8 g
Wet 2 SSD Mass (Conditioned): 3858.2 g
Wet 3 SSD Mass (Conditioned): 3859.1 g
Wet 1 Mass in Water (Conditioned): 2223.5 g
Wet 2 Mass in Water (Conditioned): 2221.4 g
Wet 3 Mass in Water (Conditioned): 2227.0 g
Wet 1 Absolute Pressure (Manometer): 186 mmHg
Wet 2 Absolute Pressure (Manometer): 199 mmHg
Wet 3 Absolute Pressure (Manometer): 177 mmHg
Wet 1 Partial Pressure (Vacuum Gauge): 22 inHg
Wet 2 Partial Pressure (Vacuum Gauge): 21 inHg
Wet 3 Partial Pressure (Vacuum Gauge): 22 inHg
Wet 1 Vacuum Saturation Time: 5 minutes
Wet 2 Vacuum Saturation Time: 5 minutes
Wet 3 Vacuum Saturation Time: 5 minutes
Wet 1 Thickness after conditioning: 94.9 mm
Wet 2 Thickness after conditioning: 94.9 mm
Wet 3 Thickness after conditioning: 94.9 mm
Dry 1 Volume: 1629.5 cm^3
Dry 2 Volume: 1638.1 cm^3
Dry 3 Volume: 1637.6 cm^3
Wet 1 Volume: 1631.1 cm^3
Wet 2 Volume: 1637.0 cm^3
Wet 3 Volume: 1632.9 cm^3
Dry 1 Bulk Specific Gravity: 2.316
Dry 2 Bulk Specific Gravity: 2.306
Dry 3 Bulk Specific Gravity: 2.308
Wet 1 Bulk Specific Gravity: 2.317
Wet 2 Bulk Specific Gravity: 2.309
Wet 3 Bulk Specific Gravity: 2.315
Dry 1 Percent Air Voids: 6.5 %
Dry 2 Percent Air Voids: 6.9 %
Dry 3 Percent Air Voids: 6.8 %
Wet 1 Percent Air Voids: 6.5 %
Wet 2 Percent Air Voids: 6.8 %
Wet 3 Percent Air Voids: 6.5 %
Dry 1 Volume of Air Voids: 105.9 cm^3
Dry 2 Volume of Air Voids: 113.0 cm^3
Dry 3 Volume of Air Voids: 111.4 cm^3
Wet 1 Volume of Air Voids: 106.0 cm^3
Wet 2 Volume of Air Voids: 111.3 cm^3
Wet 3 Volume of Air Voids: 106.1 cm^3
Wet 1 Minimum Saturated Mass: 3852.7 g
Wet 2 Minimum Saturated Mass: 3857.5 g
Wet 3 Minimum Saturated Mass: 3854.2 g
Wet 1 Maximum Saturated Mass: 3863.3 g
Wet 2 Maximum Saturated Mass: 3868.6 g
Wet 3 Maximum Saturated Mass: 3864.8 g
Wet 1 Volume (Conditioned): 1630.3 cm^3
Wet 2 Volume (Conditioned): 1636.8 cm^3
Wet 3 Volume (Conditioned): 1632.1 cm^3
Wet 1 Volume of Absorbed Water: 75.3 cm^3
Wet 2 Volume of Absorbed Water: 78.6 cm^3
Wet 3 Volume of Absorbed Water: 79.2 cm^3
Wet 1 Percent Saturation: 71 %
Wet 2 Percent Saturation: 71 %
Wet 3 Percent Saturation: 75 %
Wet 1 Percent Swell: 0 %
Wet 2 Percent Swell: 0 %
Wet 3 Percent Swell: 0 %
Dry Tensile Strength, 1: 1344 kPa
Dry Tensile Strength, 2: 1340 kPa
Dry Tensile Strength, 3: 1465 kPa
Wet Tensile Strength, 1: 1243 kPa
Wet Tensile Strength, 2: 1280 kPa
Wet Tensile Strength, 3: 1324 kPa
Average Dry Tensile Strength: 201 psi
Average Wet Tensile Strength: 186 psi
Tensile Strength Ratio:0.93
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Test was verified on 08/09/2021