Test 2021-06-02-15-4 (AASHTO T283-14) Summary

Project Information
Project IdentifiersProject ID: 215245
DEA: 021J4504
EFIS: 0220000080
DIST-CO-RTE-PM02-SIS-89-14.0/19.0
Work DescriptionPLACE HMA (TYPE A).
Location DescriptionSISKIYOU COUNTY ABOUT 6 MILES NORTH OF BARTLE FROM 0.4 MILE NORTH OF EDISON CREEK ACCESS ROAD TO 2.0 MILES SOUTH OF MUD CREEK BRIDGE
Sample Information
Sample Taken Date6/2/2021 Sample Unique Key15
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 testing6/2/2021
Sample typeAcceptance A brief description of the sample3/8 Type A HMA 25 RAP PG 58 34m Valero Benecia
The quantity of what the sample constitutesPSE 16 boxs From where was the sample collectedManufacturer
First name of sampler or witnessed byRandy Last name of sampler or witnessed by.
Title of samplerCGI Laboratory sample identificationD78818
The fabricator/manufacturer/facility nameJF Shea Construction, Fawndale Rock and Asphalt, Redding, CA Transportation Laboratory (TL) Number858981
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: 2021-06-02-15
DIME Test ID: 2021-06-02-15-4
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: 2021-08-20
Test Results

Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 06/09/2021
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: 95.0 mm
Dry 2 Thickness: 95.0 mm
Dry 3 Thickness: 95.0 mm
Wet 1 Thickness: 95.1 mm
Wet 2 Thickness: 95.0 mm
Wet 3 Thickness: 95.0 mm
Dry 1 Dry Mass in Air: 3845.5 g
Dry 2 Dry Mass in Air: 3844.4 g
Dry 3 Dry Mass in Air: 3843.8 g
Wet 1 Dry Mass in Air: 3842.3 g
Wet 2 Dry Mass in Air: 3845.6 g
Wet 3 Dry Mass in Air: 3845.7 g
Dry 1 SSD Mass: 3854.9 g
Dry 2 SSD Mass: 3853.4 g
Dry 3 SSD Mass: 3856.5 g
Wet 1 SSD Mass: 3852.2 g
Wet 2 SSD Mass: 3853.2 g
Wet 3 SSD Mass: 3857.0 g
Dry 1 Mass in Water: 2213.5 g
Dry 2 Mass in Water: 2216.2 g
Dry 3 Mass in Water: 2219.7 g
Wet 1 Mass in Water: 2214.6 g
Wet 2 Mass in Water: 2214.7 g
Wet 3 Mass in Water: 2217.4 g
Dry 1 Maximum Specific Gravity: 2.511
Dry 2 Maximum Specific Gravity: 2.511
Dry 3 Maximum Specific Gravity: 2.511
Wet 1 Maximum Specific Gravity: 2.511
Wet 2 Maximum Specific Gravity: 2.511
Wet 3 Maximum Specific Gravity: 2.511
Load (Dry) 1: 19950 N
Load (Dry) 2: 20858 N
Load (Dry) 3: 20455 N
Load (Wet) 1: 18567 N
Load (Wet) 2: 18780 N
Load (Wet) 3: 19096 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: 31
Dry 2 Cracked / Broken Aggregate: 34
Dry 3 Cracked / Broken Aggregate: 29
Wet 1 Cracked / Broken Aggregate: 8
Wet 2 Cracked / Broken Aggregate: 7
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): 3918.3 g
Wet 2 SSD Mass (Conditioned): 3923.7 g
Wet 3 SSD Mass (Conditioned): 3924.9 g
Wet 1 Mass in Water (Conditioned): 2281.5 g
Wet 2 Mass in Water (Conditioned): 2286.0 g
Wet 3 Mass in Water (Conditioned): 2286.1 g
Wet 1 Absolute Pressure (Manometer): 127 mmHg
Wet 2 Absolute Pressure (Manometer): 127 mmHg
Wet 3 Absolute Pressure (Manometer): 161 mmHg
Wet 1 Partial Pressure (Vacuum Gauge): 24 inHg
Wet 2 Partial Pressure (Vacuum Gauge): 24 inHg
Wet 3 Partial Pressure (Vacuum Gauge): 23 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 mm
Wet 3 Thickness after conditioning: 95.1 mm
Dry 1 Volume: 1641.4 cm^3
Dry 2 Volume: 1637.2 cm^3
Dry 3 Volume: 1636.8 cm^3
Wet 1 Volume: 1637.6 cm^3
Wet 2 Volume: 1638.5 cm^3
Wet 3 Volume: 1639.6 cm^3
Dry 1 Bulk Specific Gravity: 2.343
Dry 2 Bulk Specific Gravity: 2.348
Dry 3 Bulk Specific Gravity: 2.348
Wet 1 Bulk Specific Gravity: 2.346
Wet 2 Bulk Specific Gravity: 2.347
Wet 3 Bulk Specific Gravity: 2.346
Dry 1 Percent Air Voids: 6.7 %
Dry 2 Percent Air Voids: 6.5 %
Dry 3 Percent Air Voids: 6.5 %
Wet 1 Percent Air Voids: 6.6 %
Wet 2 Percent Air Voids: 6.5 %
Wet 3 Percent Air Voids: 6.6 %
Dry 1 Volume of Air Voids: 110.0 cm^3
Dry 2 Volume of Air Voids: 106.4 cm^3
Dry 3 Volume of Air Voids: 106.4 cm^3
Wet 1 Volume of Air Voids: 108.1 cm^3
Wet 2 Volume of Air Voids: 106.5 cm^3
Wet 3 Volume of Air Voids: 108.2 cm^3
Wet 1 Minimum Saturated Mass: 3918 g
Wet 2 Minimum Saturated Mass: 3920.2 g
Wet 3 Minimum Saturated Mass: 3921.4 g
Wet 1 Maximum Saturated Mass: 3928.8 g
Wet 2 Maximum Saturated Mass: 3930.8 g
Wet 3 Maximum Saturated Mass: 3932.3 g
Wet 1 Volume (Conditioned): 1636.8 cm^3
Wet 2 Volume (Conditioned): 1637.7 cm^3
Wet 3 Volume (Conditioned): 1638.8 cm^3
Wet 1 Volume of Absorbed Water: 76 cm^3
Wet 2 Volume of Absorbed Water: 78.1 cm^3
Wet 3 Volume of Absorbed Water: 79.2 cm^3
Wet 1 Percent Saturation: 70 %
Wet 2 Percent Saturation: 73 %
Wet 3 Percent Saturation: 73 %
Wet 1 Percent Swell: 0 %
Wet 2 Percent Swell: 0 %
Wet 3 Percent Swell: 0 %
Dry Tensile Strength, 1: 891 kPa
Dry Tensile Strength, 2: 932 kPa
Dry Tensile Strength, 3: 914 kPa
Wet Tensile Strength, 1: 828 kPa
Wet Tensile Strength, 2: 839 kPa
Wet Tensile Strength, 3: 852 kPa
Average Dry Tensile Strength: 132 psi
Average Wet Tensile Strength: 122 psi
Tensile Strength Ratio:0.92
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 08/20/2021