Test 2021-08-24-45-5 (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 Date8/24/2021 Sample Unique Key45
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 testing8/25/2021
Sample typeAcceptance A brief description of the sample3/8" HMA-A 15 RAP PG64-28M Valero
The quantity of what the sample constitutesPSE 16 boxes From where was the sample collectedManufacturer
First name of sampler or witnessed byJ. Last name of sampler or witnessed byDelgado
Title of samplerConsultant Laboratory sample identificationD78926
The fabricator/manufacturer/facility nameWestern NV Materials, Spanish Springs Transportation Laboratory (TL) Number897851
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading3/8 inch Lot numberUnknown
Sublot numberUnknown HMA Design ID
Test Details
DIME Sample ID: 2021-08-24-45
DIME Test ID: 2021-08-24-45-5
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: 2021-09-09
Test Results

Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 09/01/2021
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: 95.1 mm
Dry 2 Thickness: 95.0 mm
Dry 3 Thickness: 95.0 mm
Wet 1 Thickness: 95.0 mm
Wet 2 Thickness: 94.9 mm
Wet 3 Thickness: 95.0 mm
Dry 1 Dry Mass in Air: 3730.7 g
Dry 2 Dry Mass in Air: 3730.0 g
Dry 3 Dry Mass in Air: 3731.0 g
Wet 1 Dry Mass in Air: 3732.0 g
Wet 2 Dry Mass in Air: 3731.2 g
Wet 3 Dry Mass in Air: 3731.1 g
Dry 1 SSD Mass: 3742.8 g
Dry 2 SSD Mass: 3740.4 g
Dry 3 SSD Mass: 3746.0 g
Wet 1 SSD Mass: 3749.2 g
Wet 2 SSD Mass: 3743.9 g
Wet 3 SSD Mass: 3749.1 g
Dry 1 Mass in Water: 2109.4 g
Dry 2 Mass in Water: 2105.6 g
Dry 3 Mass in Water: 2116.5 g
Wet 1 Mass in Water: 2117.4 g
Wet 2 Mass in Water: 2114.0 g
Wet 3 Mass in Water: 2112.9 g
Dry 1 Maximum Specific Gravity: 2.455
Dry 2 Maximum Specific Gravity: 2.455
Dry 3 Maximum Specific Gravity: 2.455
Wet 1 Maximum Specific Gravity: 2.455
Wet 2 Maximum Specific Gravity: 2.455
Wet 3 Maximum Specific Gravity: 2.455
Load (Dry) 1: 16819 N
Load (Dry) 2: 16365 N
Load (Dry) 3: 16334 N
Load (Wet) 1: 15168 N
Load (Wet) 2: 15302 N
Load (Wet) 3: 15413 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: 14
Dry 2 Cracked / Broken Aggregate: 18
Dry 3 Cracked / Broken Aggregate: 16
Wet 1 Cracked / Broken Aggregate: 12
Wet 2 Cracked / Broken Aggregate: 19
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): 3816.7 g
Wet 2 SSD Mass (Conditioned): 3817.7 g
Wet 3 SSD Mass (Conditioned): 3814.1 g
Wet 1 Mass in Water (Conditioned): 2183.8 g
Wet 2 Mass in Water (Conditioned): 2184.6 g
Wet 3 Mass in Water (Conditioned): 2175.5 g
Wet 1 Absolute Pressure (Manometer): 193 mmHg
Wet 2 Absolute Pressure (Manometer): 142 mmHg
Wet 3 Absolute Pressure (Manometer): 202 mmHg
Wet 1 Partial Pressure (Vacuum Gauge): 22 inHg
Wet 2 Partial Pressure (Vacuum Gauge): 23 inHg
Wet 3 Partial Pressure (Vacuum Gauge): 21 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: 95 mm
Wet 2 Thickness after conditioning: 94.9 mm
Wet 3 Thickness after conditioning: 94.9 mm
Dry 1 Volume: 1633.4 cm^3
Dry 2 Volume: 1634.8 cm^3
Dry 3 Volume: 1629.5 cm^3
Wet 1 Volume: 1631.8 cm^3
Wet 2 Volume: 1629.9 cm^3
Wet 3 Volume: 1636.2 cm^3
Dry 1 Bulk Specific Gravity: 2.284
Dry 2 Bulk Specific Gravity: 2.282
Dry 3 Bulk Specific Gravity: 2.29
Wet 1 Bulk Specific Gravity: 2.287
Wet 2 Bulk Specific Gravity: 2.289
Wet 3 Bulk Specific Gravity: 2.28
Dry 1 Percent Air Voids: 7.0 %
Dry 2 Percent Air Voids: 7.0 %
Dry 3 Percent Air Voids: 6.7 %
Wet 1 Percent Air Voids: 6.8 %
Wet 2 Percent Air Voids: 6.8 %
Wet 3 Percent Air Voids: 7.1 %
Dry 1 Volume of Air Voids: 114.3 cm^3
Dry 2 Volume of Air Voids: 114.4 cm^3
Dry 3 Volume of Air Voids: 109.2 cm^3
Wet 1 Volume of Air Voids: 111.0 cm^3
Wet 2 Volume of Air Voids: 110.8 cm^3
Wet 3 Volume of Air Voids: 116.2 cm^3
Wet 1 Minimum Saturated Mass: 3809.7 g
Wet 2 Minimum Saturated Mass: 3808.8 g
Wet 3 Minimum Saturated Mass: 3812.4 g
Wet 1 Maximum Saturated Mass: 3820.8 g
Wet 2 Maximum Saturated Mass: 3819.8 g
Wet 3 Maximum Saturated Mass: 3824.1 g
Wet 1 Volume (Conditioned): 1632.9 cm^3
Wet 2 Volume (Conditioned): 1633.1 cm^3
Wet 3 Volume (Conditioned): 1638.6 cm^3
Wet 1 Volume of Absorbed Water: 84.7 cm^3
Wet 2 Volume of Absorbed Water: 86.5 cm^3
Wet 3 Volume of Absorbed Water: 83 cm^3
Wet 1 Percent Saturation: 76 %
Wet 2 Percent Saturation: 78 %
Wet 3 Percent Saturation: 71 %
Wet 1 Percent Swell: 0.1 %
Wet 2 Percent Swell: 0.2 %
Wet 3 Percent Swell: 0.1 %
Dry Tensile Strength, 1: 751 kPa
Dry Tensile Strength, 2: 731 kPa
Dry Tensile Strength, 3: 730 kPa
Wet Tensile Strength, 1: 678 kPa
Wet Tensile Strength, 2: 684 kPa
Wet Tensile Strength, 3: 689 kPa
Average Dry Tensile Strength: 107 psi
Average Wet Tensile Strength: 99 psi
Tensile Strength Ratio:0.93
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Test was verified on 09/09/2021