Test 2020-05-21-38-6 (AASHTO T283-14) Summary

Project Information
Project IdentifiersProject ID: 214725
DEA: 020J1304
EFIS: 0219000064
DIST-CO-RTE-PM02-LAS-139-43.0/53.0
Work DescriptionCOLD IN-PLACE RECYCLING AND PLACE HMA (TYPE A).
Location DescriptionLASSEN COUNTY ABOUT 42 MILES NORTH OF SUSANVILLE FROM 3.8 MILES NORTH OF SLATE CREEK TO 4.7 MILES SOUTH OF WILLOW CREEK RANCH ROAD
Sample Information
Sample Taken Date5/21/2020 Sample Unique Key38
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 testing5/22/2020
Sample typeVerification A brief description of the sample1/2-inch Type A HMA (eq. Pg 64-28M) with 25.0 RAP, 1.1 Lime
The quantity of what the sample constitutesJMF Verification Renewal From where was the sample collectedManufacturer
First name of sampler or witnessed byJimmy Last name of sampler or witnessed byMontana
Title of sampler Laboratory sample identificationD78439
The fabricator/manufacturer/facility nameShaw Pit Facility Transportation Laboratory (TL) Number733195
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 Grading1/2 inch Lot number
Sublot number JMF Verification ID JMF3513-2020-158
Test Details
DIME Sample ID: 2020-05-21-38
DIME Test ID: 2020-05-21-38-6
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: 2020-07-16
Test Results

Input Type: Measured
Tester's full name: D. Valasek and T. McCormick
Date of test: 05/30/2020
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: 95.1 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: 3699.8 g
Dry 2 Dry Mass in Air: 3699.2 g
Dry 3 Dry Mass in Air: 3699.9 g
Wet 1 Dry Mass in Air: 3700.4 g
Wet 2 Dry Mass in Air: 3700.1 g
Wet 3 Dry Mass in Air: 3699.5 g
Dry 1 SSD Mass: 3711.8 g
Dry 2 SSD Mass: 3711.3 g
Dry 3 SSD Mass: 3711.8 g
Wet 1 SSD Mass: 3714.1 g
Wet 2 SSD Mass: 3714.5 g
Wet 3 SSD Mass: 3713.1 g
Dry 1 Mass in Water: 2078.5 g
Dry 2 Mass in Water: 2077.5 g
Dry 3 Mass in Water: 2081.6 g
Wet 1 Mass in Water: 2079.1 g
Wet 2 Mass in Water: 2085.2 g
Wet 3 Mass in Water: 2078.2 g
Dry 1 Maximum Specific Gravity: 2.432
Dry 2 Maximum Specific Gravity: 2.432
Dry 3 Maximum Specific Gravity: 2.432
Wet 1 Maximum Specific Gravity: 2.432
Wet 2 Maximum Specific Gravity: 2.432
Wet 3 Maximum Specific Gravity: 2.432
Load (Dry) 1: 18874 N
Load (Dry) 2: 18580 N
Load (Dry) 3: 19443 N
Load (Wet) 1: 14581 N
Load (Wet) 2: 15164 N
Load (Wet) 3: 15360 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: 12
Dry 3 Cracked / Broken Aggregate: 9
Wet 1 Cracked / Broken Aggregate: 9
Wet 2 Cracked / Broken Aggregate: 9
Wet 3 Cracked / Broken Aggregate: 12
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): 3790.0 g
Wet 2 SSD Mass (Conditioned): 3781.0 g
Wet 3 SSD Mass (Conditioned): 3780.1 g
Wet 1 Mass in Water (Conditioned): 2155.0 g
Wet 2 Mass in Water (Conditioned): 2151.7 g
Wet 3 Mass in Water (Conditioned): 2140.3 g
Wet 1 Absolute Pressure (Manometer): 241 mmHg
Wet 2 Absolute Pressure (Manometer): 147 mmHg
Wet 3 Absolute Pressure (Manometer): 242 mmHg
Wet 1 Partial Pressure (Vacuum Gauge): 202 inHg
Wet 2 Partial Pressure (Vacuum Gauge): 23 inHg
Wet 3 Partial Pressure (Vacuum Gauge): 20 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: 95.4 mm
Wet 2 Thickness after conditioning: 95.2 mm
Wet 3 Thickness after conditioning: 95.4 mm
Dry 1 Volume: 1633.3 cm^3
Dry 2 Volume: 1633.8 cm^3
Dry 3 Volume: 1630.2 cm^3
Wet 1 Volume: 1635.0 cm^3
Wet 2 Volume: 1629.3 cm^3
Wet 3 Volume: 1634.9 cm^3
Dry 1 Bulk Specific Gravity: 2.265
Dry 2 Bulk Specific Gravity: 2.264
Dry 3 Bulk Specific Gravity: 2.27
Wet 1 Bulk Specific Gravity: 2.263
Wet 2 Bulk Specific Gravity: 2.271
Wet 3 Bulk Specific Gravity: 2.263
Dry 1 Percent Air Voids: 6.9 %
Dry 2 Percent Air Voids: 6.9 %
Dry 3 Percent Air Voids: 6.7 %
Wet 1 Percent Air Voids: 6.9 %
Wet 2 Percent Air Voids: 6.6 %
Wet 3 Percent Air Voids: 6.9 %
Dry 1 Volume of Air Voids: 112.7 cm^3
Dry 2 Volume of Air Voids: 112.7 cm^3
Dry 3 Volume of Air Voids: 109.2 cm^3
Wet 1 Volume of Air Voids: 112.8 cm^3
Wet 2 Volume of Air Voids: 107.5 cm^3
Wet 3 Volume of Air Voids: 112.8 cm^3
Wet 1 Minimum Saturated Mass: 3779.4 g
Wet 2 Minimum Saturated Mass: 3775.4 g
Wet 3 Minimum Saturated Mass: 3778.5 g
Wet 1 Maximum Saturated Mass: 3790.6 g
Wet 2 Maximum Saturated Mass: 3786.1 g
Wet 3 Maximum Saturated Mass: 3789.7 g
Wet 1 Volume (Conditioned): 1635.0 cm^3
Wet 2 Volume (Conditioned): 1629.3 cm^3
Wet 3 Volume (Conditioned): 1639.8 cm^3
Wet 1 Volume of Absorbed Water: 89.6 cm^3
Wet 2 Volume of Absorbed Water: 80.9 cm^3
Wet 3 Volume of Absorbed Water: 80.6 cm^3
Wet 1 Percent Saturation: 79 %
Wet 2 Percent Saturation: 75 %
Wet 3 Percent Saturation: 71 %
Wet 1 Percent Swell: 0 %
Wet 2 Percent Swell: 0 %
Wet 3 Percent Swell: 0.3 %
Dry Tensile Strength, 1: 844 kPa
Dry Tensile Strength, 2: 829 kPa
Dry Tensile Strength, 3: 870 kPa
Wet Tensile Strength, 1: 649 kPa
Wet Tensile Strength, 2: 676 kPa
Wet Tensile Strength, 3: 683 kPa
Average Dry Tensile Strength: 123 psi
Average Wet Tensile Strength: 97 psi
Tensile Strength Ratio:0.79
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Test was verified on 07/16/2020