Test 2021-04-19-39-6 (AASHTO T283-14) Summary

Project Information
Project IdentifiersProject ID: 212496
DEA: 024E4504
EFIS: 0200020286
DIST-CO-RTE-PM02-LAS,MOD-139,299-VAR
Work DescriptionPLACE HMA, REPLACE DRAINAGE, CULVERT, ELECTRICAL AND LIGHTING SYSTEMS.
Location DescriptionLASSEN AND MODOC COUNTIES ON ROUTE 139 AT 0.1 MILE NORTH OF LASSEN COUNTY LINE AND ON ROUTE 299 AT VARIOUS LOCATONS FROM 0.4 MILE WEST OF BOYD HILL LOOKOUT ROAD TO 0.6 MILE EAST OF COUNTY ROAD 87
Sample Information
Sample Taken Date4/19/2021 Sample Unique Key39
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 testing4/20/2021
Sample typeVerification A brief description of the sample3/4-inch Type A HMA (eq. PG 64-28 M)
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byCindy Last name of sampler or witnessed byBryant
Title of sampler Laboratory sample identificationD78780
The fabricator/manufacturer/facility nameHat Creek Construction and Materials - Shaw Pit Facility - Lookout, CA Transportation Laboratory (TL) Number037264
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 JMF3513-2021-60
Test Details
DIME Sample ID: 2021-04-19-39
DIME Test ID: 2021-04-19-39-6
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: 2021-06-17
Test Results

Input Type: Measured
Tester's full name: D. Hickey and T. McCormick
Date of test: 04/27/2021
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: 94.9 mm
Dry 2 Thickness: 94.9 mm
Dry 3 Thickness: 95.0 mm
Wet 1 Thickness: 94.9 mm
Wet 2 Thickness: 95.0 mm
Wet 3 Thickness: 95.0 mm
Dry 1 Dry Mass in Air: 3671.7 g
Dry 2 Dry Mass in Air: 3672.5 g
Dry 3 Dry Mass in Air: 3672.9 g
Wet 1 Dry Mass in Air: 3672.6 g
Wet 2 Dry Mass in Air: 3674.6 g
Wet 3 Dry Mass in Air: 3672.5 g
Dry 1 SSD Mass: 3691.0 g
Dry 2 SSD Mass: 3693.3 g
Dry 3 SSD Mass: 3696.4 g
Wet 1 SSD Mass: 3693.3 g
Wet 2 SSD Mass: 3696.7 g
Wet 3 SSD Mass: 3692.7 g
Dry 1 Mass in Water: 2077.7 g
Dry 2 Mass in Water: 2079.1 g
Dry 3 Mass in Water: 2084.8 g
Wet 1 Mass in Water: 2084.8 g
Wet 2 Mass in Water: 2088.8 g
Wet 3 Mass in Water: 2084.1 g
Dry 1 Maximum Specific Gravity: 2.444
Dry 2 Maximum Specific Gravity: 2.444
Dry 3 Maximum Specific Gravity: 2.444
Wet 1 Maximum Specific Gravity: 2.444
Wet 2 Maximum Specific Gravity: 2.444
Wet 3 Maximum Specific Gravity: 2.444
Load (Dry) 1: 23291 N
Load (Dry) 2: 21058 N
Load (Dry) 3: 21294 N
Load (Wet) 1: 18674 N
Load (Wet) 2: 21013 N
Load (Wet) 3: 22579 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: 11
Dry 2 Cracked / Broken Aggregate: 13
Dry 3 Cracked / Broken Aggregate: 14
Wet 1 Cracked / Broken Aggregate: 8
Wet 2 Cracked / Broken Aggregate: 5
Wet 3 Cracked / Broken Aggregate: 5
Dry 1 Soft Aggregate: 0
Dry 2 Soft Aggregate: 0
Dry 3 Soft Aggregate: 0
Wet 1 Soft Aggregate: 0
Wet 2 Soft Aggregate: 5
Wet 3 Soft Aggregate: 5
Wet 1 SSD Mass (Conditioned): 3754.3 g
Wet 2 SSD Mass (Conditioned): 3750.4 g
Wet 3 SSD Mass (Conditioned): 3747.9 g
Wet 1 Mass in Water (Conditioned): 2143.6 g
Wet 2 Mass in Water (Conditioned): 2135.9 g
Wet 3 Mass in Water (Conditioned): 2134.9 g
Wet 1 Absolute Pressure (Manometer): 167 mmHg
Wet 2 Absolute Pressure (Manometer): 174 mmHg
Wet 3 Absolute Pressure (Manometer): 167 mmHg
Wet 1 Partial Pressure (Vacuum Gauge): 23 inHg
Wet 2 Partial Pressure (Vacuum Gauge): 22 inHg
Wet 3 Partial Pressure (Vacuum Gauge): 22 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: 95.1 mm
Wet 3 Thickness after conditioning: 95.1 mm
Dry 1 Volume: 1613.3 cm^3
Dry 2 Volume: 1614.2 cm^3
Dry 3 Volume: 1611.6 cm^3
Wet 1 Volume: 1608.5 cm^3
Wet 2 Volume: 1607.9 cm^3
Wet 3 Volume: 1608.6 cm^3
Dry 1 Bulk Specific Gravity: 2.276
Dry 2 Bulk Specific Gravity: 2.275
Dry 3 Bulk Specific Gravity: 2.279
Wet 1 Bulk Specific Gravity: 2.283
Wet 2 Bulk Specific Gravity: 2.285
Wet 3 Bulk Specific Gravity: 2.283
Dry 1 Percent Air Voids: 6.9 %
Dry 2 Percent Air Voids: 6.9 %
Dry 3 Percent Air Voids: 6.8 %
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: 111.3 cm^3
Dry 2 Volume of Air Voids: 111.4 cm^3
Dry 3 Volume of Air Voids: 109.6 cm^3
Wet 1 Volume of Air Voids: 106.2 cm^3
Wet 2 Volume of Air Voids: 104.5 cm^3
Wet 3 Volume of Air Voids: 106.2 cm^3
Wet 1 Minimum Saturated Mass: 3746.9 g
Wet 2 Minimum Saturated Mass: 3747.8 g
Wet 3 Minimum Saturated Mass: 3746.8 g
Wet 1 Maximum Saturated Mass: 3757.6 g
Wet 2 Maximum Saturated Mass: 3758.2 g
Wet 3 Maximum Saturated Mass: 3757.5 g
Wet 1 Volume (Conditioned): 1610.7 cm^3
Wet 2 Volume (Conditioned): 1614.5 cm^3
Wet 3 Volume (Conditioned): 1613.0 cm^3
Wet 1 Volume of Absorbed Water: 81.7 cm^3
Wet 2 Volume of Absorbed Water: 75.8 cm^3
Wet 3 Volume of Absorbed Water: 75.4 cm^3
Wet 1 Percent Saturation: 77 %
Wet 2 Percent Saturation: 73 %
Wet 3 Percent Saturation: 71 %
Wet 1 Percent Swell: 0.1 %
Wet 2 Percent Swell: 0.4 %
Wet 3 Percent Swell: 0.3 %
Dry Tensile Strength, 1: 1042 kPa
Dry Tensile Strength, 2: 942 kPa
Dry Tensile Strength, 3: 951 kPa
Wet Tensile Strength, 1: 833 kPa
Wet Tensile Strength, 2: 938 kPa
Wet Tensile Strength, 3: 1008 kPa
Average Dry Tensile Strength: 142 psi
Average Wet Tensile Strength: 134 psi
Tensile Strength Ratio:0.94
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Test was verified on 06/17/2021