Test 2020-06-08-46-6 (AASHTO T283-14) Summary

Project Information
Project IdentifiersProject ID: 214589
DEA: 020J1604
DIST-CO-RTE-PM02-PLU-284-0.0/8.3
Work DescriptionPLACE HMA (TYPE A), PRECOATED AGGREGATE (SEAL COAT), HMA (LEVELING).
Location DescriptionPLUMAS COUNTY NEAR CHILCOOT FROM ROUTE 70 TO 1 MILE NORTH OF LITTLE LAST CHANCE CREEK BRIDGE NUMBER 09-0072
Sample Information
Sample Taken Date6/8/2020 Sample Unique Key46
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 testing6/9/2020
Sample typeVerification A brief description of the sample3/4-inch Type A HMA (eq. PG 64-16) 23.0 RAP, 1.0 Lime
The quantity of what the sample constitutesJMF Verification and PSE From where was the sample collectedManufacturer
First name of sampler or witnessed byCGI Last name of sampler or witnessed byCGI
Title of sampler Laboratory sample identificationD78459
The fabricator/manufacturer/facility nameWard Lake Plant, Litchfield, CA Transportation Laboratory (TL) Number733200
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 Grading3/4 inch Lot number
Sublot number JMF Verification ID JMF3513-2020-192
Test Details
DIME Sample ID: 2020-06-08-46
DIME Test ID: 2020-06-08-46-6
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: 2020-08-27
Test Results

Input Type: Measured
Tester's full name: D. Valasek and T. McCormick
Date of test: 06/13/2020
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: 95.0 mm
Dry 2 Thickness: 94.9 mm
Dry 3 Thickness: 95.0 mm
Wet 1 Thickness: 95.1 mm
Wet 2 Thickness: 95.0 mm
Wet 3 Thickness: 94.9 mm
Dry 1 Dry Mass in Air: 3696.0 g
Dry 2 Dry Mass in Air: 3695.8 g
Dry 3 Dry Mass in Air: 3695.6 g
Wet 1 Dry Mass in Air: 3696.2 g
Wet 2 Dry Mass in Air: 3695.7 g
Wet 3 Dry Mass in Air: 3696.3 g
Dry 1 SSD Mass: 3721.7 g
Dry 2 SSD Mass: 3718.3 g
Dry 3 SSD Mass: 3720.2 g
Wet 1 SSD Mass: 3720.7 g
Wet 2 SSD Mass: 3723.5 g
Wet 3 SSD Mass: 3730.2 g
Dry 1 Mass in Water: 2090.4 g
Dry 2 Mass in Water: 2092.3 g
Dry 3 Mass in Water: 2092.1 g
Wet 1 Mass in Water: 2089.8 g
Wet 2 Mass in Water: 2097.1 g
Wet 3 Mass in Water: 2099.9 g
Dry 1 Maximum Specific Gravity: 2.447
Dry 2 Maximum Specific Gravity: 2.447
Dry 3 Maximum Specific Gravity: 2.447
Wet 1 Maximum Specific Gravity: 2.447
Wet 2 Maximum Specific Gravity: 2.447
Wet 3 Maximum Specific Gravity: 2.447
Load (Dry) 1: 22495 N
Load (Dry) 2: 22597 N
Load (Dry) 3: 22802 N
Load (Wet) 1: 19252 N
Load (Wet) 2: 19492 N
Load (Wet) 3: 18896 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: 12
Dry 2 Cracked / Broken Aggregate: 8
Dry 3 Cracked / Broken Aggregate: 14
Wet 1 Cracked / Broken Aggregate: 13
Wet 2 Cracked / Broken Aggregate: 9
Wet 3 Cracked / Broken Aggregate: 18
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): 3784.3 g
Wet 2 SSD Mass (Conditioned): 3785.5 g
Wet 3 SSD Mass (Conditioned): 3787.3 g
Wet 1 Mass in Water (Conditioned): 2148.1 g
Wet 2 Mass in Water (Conditioned): 2152.2 g
Wet 3 Mass in Water (Conditioned): 2157.0 g
Wet 1 Absolute Pressure (Manometer): 231 mmHg
Wet 2 Absolute Pressure (Manometer): 204 mmHg
Wet 3 Absolute Pressure (Manometer): 234 mmHg
Wet 1 Partial Pressure (Vacuum Gauge): 20 inHg
Wet 2 Partial Pressure (Vacuum Gauge): 21 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: 95.1 mm
Wet 2 Thickness after conditioning: 95 mm
Wet 3 Thickness after conditioning: 95.1 mm
Dry 1 Volume: 1631.3 cm^3
Dry 2 Volume: 1626.0 cm^3
Dry 3 Volume: 1628.1 cm^3
Wet 1 Volume: 1630.9 cm^3
Wet 2 Volume: 1626.4 cm^3
Wet 3 Volume: 1630.3 cm^3
Dry 1 Bulk Specific Gravity: 2.266
Dry 2 Bulk Specific Gravity: 2.273
Dry 3 Bulk Specific Gravity: 2.27
Wet 1 Bulk Specific Gravity: 2.266
Wet 2 Bulk Specific Gravity: 2.272
Wet 3 Bulk Specific Gravity: 2.267
Dry 1 Percent Air Voids: 7.4 %
Dry 2 Percent Air Voids: 7.1 %
Dry 3 Percent Air Voids: 7.2 %
Wet 1 Percent Air Voids: 7.4 %
Wet 2 Percent Air Voids: 7.2 %
Wet 3 Percent Air Voids: 7.4 %
Dry 1 Volume of Air Voids: 120.7 cm^3
Dry 2 Volume of Air Voids: 115.4 cm^3
Dry 3 Volume of Air Voids: 117.2 cm^3
Wet 1 Volume of Air Voids: 120.7 cm^3
Wet 2 Volume of Air Voids: 117.1 cm^3
Wet 3 Volume of Air Voids: 120.6 cm^3
Wet 1 Minimum Saturated Mass: 3780.7 g
Wet 2 Minimum Saturated Mass: 3777.7 g
Wet 3 Minimum Saturated Mass: 3780.7 g
Wet 1 Maximum Saturated Mass: 3792.8 g
Wet 2 Maximum Saturated Mass: 3789.4 g
Wet 3 Maximum Saturated Mass: 3792.8 g
Wet 1 Volume (Conditioned): 1636.2 cm^3
Wet 2 Volume (Conditioned): 1633.3 cm^3
Wet 3 Volume (Conditioned): 1630.3 cm^3
Wet 1 Volume of Absorbed Water: 88.1 cm^3
Wet 2 Volume of Absorbed Water: 89.8 cm^3
Wet 3 Volume of Absorbed Water: 91 cm^3
Wet 1 Percent Saturation: 73 %
Wet 2 Percent Saturation: 77 %
Wet 3 Percent Saturation: 75 %
Wet 1 Percent Swell: 0.3 %
Wet 2 Percent Swell: 0.4 %
Wet 3 Percent Swell: 0 %
Dry Tensile Strength, 1: 1005 kPa
Dry Tensile Strength, 2: 1011 kPa
Dry Tensile Strength, 3: 1019 kPa
Wet Tensile Strength, 1: 859 kPa
Wet Tensile Strength, 2: 871 kPa
Wet Tensile Strength, 3: 843 kPa
Average Dry Tensile Strength: 147 psi
Average Wet Tensile Strength: 124 psi
Tensile Strength Ratio:0.84
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Test was verified on 08/27/2020