Test 2021-03-04-28-6 (AASHTO T283-14) Summary

Project Information
Project IdentifiersProject ID: 213700
DEA: 020H9004
EFIS: 0215000077
DIST-CO-RTE-PM02-BUT-70-41.9/42.3
Work DescriptionREMOVE CULVERTS AND CONSTRUCT BRIDGE
Location DescriptionBUTTE COUNTY NEAR PULGA FROM 2.5 MILES WEST OF PENSTOCK UNDERCROSSING TO 2.1 MILES WEST OF PENSTOCK UNDERCROSSING
Sample Information
Sample Taken Date3/4/2021 Sample Unique Key28
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 testing3/5/2021
Sample typeAcceptance A brief description of the sampleTreated 3/4-inch Type A HMA (eq. PG 64-28 M) w/ 15.0 RAP
The quantity of what the sample constitutesProduction Start-Up Evaluation From where was the sample collectedManufacturer
First name of sampler or witnessed byMonte Last name of sampler or witnessed bySpencer
Title of sampler Laboratory sample identificationD78751
The fabricator/manufacturer/facility nameKnife River Construction - Orland Plant Transportation Laboratory (TL) Number896988
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: 2021-03-04-28
DIME Test ID: 2021-03-04-28-6
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: 2021-04-26
Test Results

Input Type: Measured
Tester's full name: Darrell Valasek
Date of test: 03/12/2021
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: 94.8 mm
Dry 3 Thickness: 94.8 mm
Wet 1 Thickness: 94.9 mm
Wet 2 Thickness: 94.8 mm
Wet 3 Thickness: 94.8 mm
Dry 1 Dry Mass in Air: 3825.8 g
Dry 2 Dry Mass in Air: 3824.9 g
Dry 3 Dry Mass in Air: 3825.5 g
Wet 1 Dry Mass in Air: 3826.3 g
Wet 2 Dry Mass in Air: 3826.7 g
Wet 3 Dry Mass in Air: 3826.7 g
Dry 1 SSD Mass: 3857.7 g
Dry 2 SSD Mass: 3854.3 g
Dry 3 SSD Mass: 3858.7 g
Wet 1 SSD Mass: 3858.3 g
Wet 2 SSD Mass: 3860.2 g
Wet 3 SSD Mass: 3858.2 g
Dry 1 Mass in Water: 2240.0 g
Dry 2 Mass in Water: 2242.4 g
Dry 3 Mass in Water: 2248.4 g
Wet 1 Mass in Water: 2243.0 g
Wet 2 Mass in Water: 2247.8 g
Wet 3 Mass in Water: 2244.4 g
Dry 1 Maximum Specific Gravity: 2.555
Dry 2 Maximum Specific Gravity: 2.555
Dry 3 Maximum Specific Gravity: 2.555
Wet 1 Maximum Specific Gravity: 2.555
Wet 2 Maximum Specific Gravity: 2.555
Wet 3 Maximum Specific Gravity: 2.555
Load (Dry) 1: 22824 N
Load (Dry) 2: 22557 N
Load (Dry) 3: 23006 N
Load (Wet) 1: 22077 N
Load (Wet) 2: 22566 N
Load (Wet) 3: 22294 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: 44
Dry 2 Cracked / Broken Aggregate: 40
Dry 3 Cracked / Broken Aggregate: 35
Wet 1 Cracked / Broken Aggregate: 21
Wet 2 Cracked / Broken Aggregate: 18
Wet 3 Cracked / Broken Aggregate: 17
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): 3908.8 g
Wet 2 SSD Mass (Conditioned): 3914.4 g
Wet 3 SSD Mass (Conditioned): 3908.3 g
Wet 1 Mass in Water (Conditioned): 2288.0 g
Wet 2 Mass in Water (Conditioned): 2296.4 g
Wet 3 Mass in Water (Conditioned): 2288.2 g
Wet 1 Absolute Pressure (Manometer): 203 mmHg
Wet 2 Absolute Pressure (Manometer): 177 mmHg
Wet 3 Absolute Pressure (Manometer): 178 mmHg
Wet 1 Partial Pressure (Vacuum Gauge): 21 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: 94.9 mm
Wet 2 Thickness after conditioning: 94.9 mm
Wet 3 Thickness after conditioning: 94.9 mm
Dry 1 Volume: 1617.7 cm^3
Dry 2 Volume: 1611.9 cm^3
Dry 3 Volume: 1610.3 cm^3
Wet 1 Volume: 1615.3 cm^3
Wet 2 Volume: 1612.4 cm^3
Wet 3 Volume: 1613.8 cm^3
Dry 1 Bulk Specific Gravity: 2.365
Dry 2 Bulk Specific Gravity: 2.373
Dry 3 Bulk Specific Gravity: 2.376
Wet 1 Bulk Specific Gravity: 2.369
Wet 2 Bulk Specific Gravity: 2.373
Wet 3 Bulk Specific Gravity: 2.371
Dry 1 Percent Air Voids: 7.4 %
Dry 2 Percent Air Voids: 7.1 %
Dry 3 Percent Air Voids: 7.0 %
Wet 1 Percent Air Voids: 7.3 %
Wet 2 Percent Air Voids: 7.1 %
Wet 3 Percent Air Voids: 7.2 %
Dry 1 Volume of Air Voids: 119.7 cm^3
Dry 2 Volume of Air Voids: 114.4 cm^3
Dry 3 Volume of Air Voids: 112.7 cm^3
Wet 1 Volume of Air Voids: 117.9 cm^3
Wet 2 Volume of Air Voids: 114.5 cm^3
Wet 3 Volume of Air Voids: 116.2 cm^3
Wet 1 Minimum Saturated Mass: 3908.8 g
Wet 2 Minimum Saturated Mass: 3906.9 g
Wet 3 Minimum Saturated Mass: 3908 g
Wet 1 Maximum Saturated Mass: 3920.6 g
Wet 2 Maximum Saturated Mass: 3918.3 g
Wet 3 Maximum Saturated Mass: 3919.7 g
Wet 1 Volume (Conditioned): 1620.8 cm^3
Wet 2 Volume (Conditioned): 1618.0 cm^3
Wet 3 Volume (Conditioned): 1620.1 cm^3
Wet 1 Volume of Absorbed Water: 82.5 cm^3
Wet 2 Volume of Absorbed Water: 87.7 cm^3
Wet 3 Volume of Absorbed Water: 81.6 cm^3
Wet 1 Percent Saturation: 70 %
Wet 2 Percent Saturation: 77 %
Wet 3 Percent Saturation: 70 %
Wet 1 Percent Swell: 0.3 %
Wet 2 Percent Swell: 0.3 %
Wet 3 Percent Swell: 0.4 %
Dry Tensile Strength, 1: 1021 kPa
Dry Tensile Strength, 2: 1010 kPa
Dry Tensile Strength, 3: 1030 kPa
Wet Tensile Strength, 1: 987 kPa
Wet Tensile Strength, 2: 1009 kPa
Wet Tensile Strength, 3: 997 kPa
Average Dry Tensile Strength: 148 psi
Average Wet Tensile Strength: 145 psi
Tensile Strength Ratio:0.98
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Test was verified on 04/26/2021