Test 2021-05-13-37-5 (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 Date5/13/2021 Sample Unique Key37
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 testing5/14/2021
Sample typeAcceptance A brief description of the sample3/4-inch Type A HMA (eq. PG 64-28 M)
The quantity of what the sample constitutesProduction Start-Up Evaluation From where was the sample collectedManufacturer
First name of sampler or witnessed byEmilio Last name of sampler or witnessed byChavez
Title of sampler Laboratory sample identificationD78795
The fabricator/manufacturer/facility nameHat Creek Construction and Materials - Shaw Pit Facility - Lookout, CA Transportation Laboratory (TL) Number765845
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 HMA Design ID
Test Details
DIME Sample ID: 2021-05-13-37
DIME Test ID: 2021-05-13-37-5
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: 2021-07-20
Test Results

Input Type: Measured
Tester's full name: Valasek, Sweeny, McCormick
Date of test: 05/26/2021
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: 95.2 mm
Dry 2 Thickness: 95.1 mm
Dry 3 Thickness: 95.1 mm
Wet 1 Thickness: 95.0 mm
Wet 2 Thickness: 95.0 mm
Wet 3 Thickness: 95.0 mm
Dry 1 Dry Mass in Air: 3691.4 g
Dry 2 Dry Mass in Air: 3691.2 g
Dry 3 Dry Mass in Air: 3690.2 g
Wet 1 Dry Mass in Air: 3693.4 g
Wet 2 Dry Mass in Air: 3692.5 g
Wet 3 Dry Mass in Air: 3691.9 g
Dry 1 SSD Mass: 3716.0 g
Dry 2 SSD Mass: 3714.0 g
Dry 3 SSD Mass: 3718.9 g
Wet 1 SSD Mass: 3721.2 g
Wet 2 SSD Mass: 3721.3 g
Wet 3 SSD Mass: 3715.7 g
Dry 1 Mass in Water: 2103.0 g
Dry 2 Mass in Water: 2094.3 g
Dry 3 Mass in Water: 2096.0 g
Wet 1 Mass in Water: 2101.2 g
Wet 2 Mass in Water: 2099.8 g
Wet 3 Mass in Water: 2099.5 g
Dry 1 Maximum Specific Gravity: 2.451
Dry 2 Maximum Specific Gravity: 2.451
Dry 3 Maximum Specific Gravity: 2.451
Wet 1 Maximum Specific Gravity: 2.451
Wet 2 Maximum Specific Gravity: 2.451
Wet 3 Maximum Specific Gravity: 2.451
Load (Dry) 1: 19363 N
Load (Dry) 2: 19132 N
Load (Dry) 3: 18852 N
Load (Wet) 1: 16232 N
Load (Wet) 2: 16040 N
Load (Wet) 3: 18336 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: 21
Dry 2 Cracked / Broken Aggregate: 26
Dry 3 Cracked / Broken Aggregate: 22
Wet 1 Cracked / Broken Aggregate: 12
Wet 2 Cracked / Broken Aggregate: 10
Wet 3 Cracked / Broken Aggregate: 17
Dry 1 Soft Aggregate: 1
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): 3775.7 g
Wet 2 SSD Mass (Conditioned): 3780.5 g
Wet 3 SSD Mass (Conditioned): 3771.9 g
Wet 1 Mass in Water (Conditioned): 2155.7 g
Wet 2 Mass in Water (Conditioned): 2159.0 g
Wet 3 Mass in Water (Conditioned): 2155.7 g
Wet 1 Absolute Pressure (Manometer): 216 mmHg
Wet 2 Absolute Pressure (Manometer): 209 mmHg
Wet 3 Absolute Pressure (Manometer): 183 mmHg
Wet 1 Partial Pressure (Vacuum Gauge): 22 inHg
Wet 2 Partial Pressure (Vacuum Gauge): 21 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: 95.3 mm
Wet 2 Thickness after conditioning: 95.2 mm
Wet 3 Thickness after conditioning: 95.1 mm
Dry 1 Volume: 1613.0 cm^3
Dry 2 Volume: 1619.7 cm^3
Dry 3 Volume: 1622.9 cm^3
Wet 1 Volume: 1620.0 cm^3
Wet 2 Volume: 1621.5 cm^3
Wet 3 Volume: 1616.2 cm^3
Dry 1 Bulk Specific Gravity: 2.289
Dry 2 Bulk Specific Gravity: 2.279
Dry 3 Bulk Specific Gravity: 2.274
Wet 1 Bulk Specific Gravity: 2.28
Wet 2 Bulk Specific Gravity: 2.277
Wet 3 Bulk Specific Gravity: 2.284
Dry 1 Percent Air Voids: 6.6 %
Dry 2 Percent Air Voids: 7.0 %
Dry 3 Percent Air Voids: 7.2 %
Wet 1 Percent Air Voids: 7.0 %
Wet 2 Percent Air Voids: 7.1 %
Wet 3 Percent Air Voids: 6.8 %
Dry 1 Volume of Air Voids: 106.5 cm^3
Dry 2 Volume of Air Voids: 113.4 cm^3
Dry 3 Volume of Air Voids: 116.8 cm^3
Wet 1 Volume of Air Voids: 113.4 cm^3
Wet 2 Volume of Air Voids: 115.1 cm^3
Wet 3 Volume of Air Voids: 109.9 cm^3
Wet 1 Minimum Saturated Mass: 3772.8 g
Wet 2 Minimum Saturated Mass: 3773.1 g
Wet 3 Minimum Saturated Mass: 3768.8 g
Wet 1 Maximum Saturated Mass: 3784.1 g
Wet 2 Maximum Saturated Mass: 3784.6 g
Wet 3 Maximum Saturated Mass: 3779.8 g
Wet 1 Volume (Conditioned): 1620.0 cm^3
Wet 2 Volume (Conditioned): 1621.5 cm^3
Wet 3 Volume (Conditioned): 1616.2 cm^3
Wet 1 Volume of Absorbed Water: 82.3 cm^3
Wet 2 Volume of Absorbed Water: 88 cm^3
Wet 3 Volume of Absorbed Water: 80 cm^3
Wet 1 Percent Saturation: 73 %
Wet 2 Percent Saturation: 76 %
Wet 3 Percent Saturation: 73 %
Wet 1 Percent Swell: 0 %
Wet 2 Percent Swell: 0 %
Wet 3 Percent Swell: 0 %
Dry Tensile Strength, 1: 863 kPa
Dry Tensile Strength, 2: 854 kPa
Dry Tensile Strength, 3: 841 kPa
Wet Tensile Strength, 1: 723 kPa
Wet Tensile Strength, 2: 715 kPa
Wet Tensile Strength, 3: 818 kPa
Average Dry Tensile Strength: 124 psi
Average Wet Tensile Strength: 109 psi
Tensile Strength Ratio:0.88
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Test was verified on 07/20/2021