Test 2020-05-07-25-6 (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 Date5/7/2020 Sample Unique Key25
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 testing5/8/2020
Sample typeVerification A brief description of the sample1/2-inch Type A HMA (eq. PG 64-28 M), 25.0 RAP, 1.0 Lime
The quantity of what the sample constitutesJMF Verification 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 identificationD78422
The fabricator/manufacturer/facility nameWard Lake Plant, Litchfield, CA Transportation Laboratory (TL) Number733189
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 numberUnknown
Sublot numberUnknown JMF Verification ID JMF3513-2020-149
Test Details
DIME Sample ID: 2020-05-07-25
DIME Test ID: 2020-05-07-25-6
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: 2020-06-29
Test Results

Input Type: Measured
Tester's full name: Valasek, Hickey, and TM
Date of test: 05/16/2020
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: 95.1 mm
Dry 3 Thickness: 94.9 mm
Wet 1 Thickness: 95.0 mm
Wet 2 Thickness: 95.0 mm
Wet 3 Thickness: 94.9 mm
Dry 1 Dry Mass in Air: 3607.2 g
Dry 2 Dry Mass in Air: 3609.2 g
Dry 3 Dry Mass in Air: 3608.5 g
Wet 1 Dry Mass in Air: 3606.4 g
Wet 2 Dry Mass in Air: 3609.2 g
Wet 3 Dry Mass in Air: 3608.6 g
Dry 1 SSD Mass: 3625.1 g
Dry 2 SSD Mass: 3628.2 g
Dry 3 SSD Mass: 3627.0 g
Wet 1 SSD Mass: 3621.7 g
Wet 2 SSD Mass: 3628.2 g
Wet 3 SSD Mass: 3629.2 g
Dry 1 Mass in Water: 1996.2 g
Dry 2 Mass in Water: 1998.0 g
Dry 3 Mass in Water: 2003.0 g
Wet 1 Mass in Water: 1995.3 g
Wet 2 Mass in Water: 2000.7 g
Wet 3 Mass in Water: 2003.0 g
Dry 1 Maximum Specific Gravity: 2.393
Dry 2 Maximum Specific Gravity: 2.393
Dry 3 Maximum Specific Gravity: 2.393
Wet 1 Maximum Specific Gravity: 2.393
Wet 2 Maximum Specific Gravity: 2.393
Wet 3 Maximum Specific Gravity: 2.393
Load (Dry) 1: 15200 N
Load (Dry) 2: 14701 N
Load (Dry) 3: 15489 N
Load (Wet) 1: 14061 N
Load (Wet) 2: 13959 N
Load (Wet) 3: 13923 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: 15
Dry 2 Cracked / Broken Aggregate: 14
Dry 3 Cracked / Broken Aggregate: 10
Wet 1 Cracked / Broken Aggregate: 11
Wet 2 Cracked / Broken Aggregate: 9
Wet 3 Cracked / Broken Aggregate: 10
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): 3698.0 g
Wet 2 SSD Mass (Conditioned): 3699.6 g
Wet 3 SSD Mass (Conditioned): 3694.7 g
Wet 1 Mass in Water (Conditioned): 2059.4 g
Wet 2 Mass in Water (Conditioned): 2020.7 g
Wet 3 Mass in Water (Conditioned): 2068.5 g
Wet 1 Absolute Pressure (Manometer): 252 mmHg
Wet 2 Absolute Pressure (Manometer): 221 mmHg
Wet 3 Absolute Pressure (Manometer): 252 mmHg
Wet 1 Partial Pressure (Vacuum Gauge): 19 inHg
Wet 2 Partial Pressure (Vacuum Gauge): 20 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: 95.2 mm
Wet 2 Thickness after conditioning: 95.1 mm
Wet 3 Thickness after conditioning: 94.9 mm
Dry 1 Volume: 1628.9 cm^3
Dry 2 Volume: 1630.2 cm^3
Dry 3 Volume: 1624.0 cm^3
Wet 1 Volume: 1626.4 cm^3
Wet 2 Volume: 1627.5 cm^3
Wet 3 Volume: 1626.2 cm^3
Dry 1 Bulk Specific Gravity: 2.215
Dry 2 Bulk Specific Gravity: 2.214
Dry 3 Bulk Specific Gravity: 2.222
Wet 1 Bulk Specific Gravity: 2.217
Wet 2 Bulk Specific Gravity: 2.218
Wet 3 Bulk Specific Gravity: 2.219
Dry 1 Percent Air Voids: 7.4 %
Dry 2 Percent Air Voids: 7.5 %
Dry 3 Percent Air Voids: 7.1 %
Wet 1 Percent Air Voids: 7.4 %
Wet 2 Percent Air Voids: 7.3 %
Wet 3 Percent Air Voids: 7.3 %
Dry 1 Volume of Air Voids: 120.5 cm^3
Dry 2 Volume of Air Voids: 122.3 cm^3
Dry 3 Volume of Air Voids: 115.3 cm^3
Wet 1 Volume of Air Voids: 120.4 cm^3
Wet 2 Volume of Air Voids: 118.8 cm^3
Wet 3 Volume of Air Voids: 118.7 cm^3
Wet 1 Minimum Saturated Mass: 3690.7 g
Wet 2 Minimum Saturated Mass: 3692.4 g
Wet 3 Minimum Saturated Mass: 3691.7 g
Wet 1 Maximum Saturated Mass: 3702.7 g
Wet 2 Maximum Saturated Mass: 3704.2 g
Wet 3 Maximum Saturated Mass: 3703.6 g
Wet 1 Volume (Conditioned): 1638.6 cm^3
Wet 2 Volume (Conditioned): 1678.9 cm^3
Wet 3 Volume (Conditioned): 1626.2 cm^3
Wet 1 Volume of Absorbed Water: 91.6 cm^3
Wet 2 Volume of Absorbed Water: 90.4 cm^3
Wet 3 Volume of Absorbed Water: 86.1 cm^3
Wet 1 Percent Saturation: 76 %
Wet 2 Percent Saturation: 76 %
Wet 3 Percent Saturation: 73 %
Wet 1 Percent Swell: 0.8 %
Wet 2 Percent Swell: 3.2 %
Wet 3 Percent Swell: 0 %
Dry Tensile Strength, 1: 679 kPa
Dry Tensile Strength, 2: 656 kPa
Dry Tensile Strength, 3: 693 kPa
Wet Tensile Strength, 1: 627 kPa
Wet Tensile Strength, 2: 623 kPa
Wet Tensile Strength, 3: 623 kPa
Average Dry Tensile Strength: 98 psi
Average Wet Tensile Strength: 91 psi
Tensile Strength Ratio:0.93
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Test was verified on 06/29/2020