Test 2021-05-06-28-5 (AASHTO T283-14) Summary

Project Information
Project IdentifiersProject ID: 214874
DEA: 022H0504
EFIS: 0216000093
DIST-CO-RTE-PM02-TRI-36-R34.8/R35.4
Work DescriptionREALIGN ROADWAY, DRAINAGE, GUARDRAIL, AND EROSION CONTROL.
Location DescriptionTRINITY COUNTY ABOUT 15 MILES WEST OF PLATINA FROM 3.6 MILES TO 2.9 MILES WEST OF HAYFORK CREEK BRIDGE.
Sample Information
Sample Taken Date5/6/2021 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 testing5/6/2021
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 byCindy Last name of sampler or witnessed byBryant
Title of sampler Laboratory sample identificationD78791
The fabricator/manufacturer/facility nameKnife River Construction - Orland Plant Transportation Laboratory (TL) Number768789
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: 2021-05-06-28
DIME Test ID: 2021-05-06-28-5
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: 2021-07-08
Test Results

Input Type: Measured
Tester's full name: D. Valasek and C. Sweeny
Date of test: 05/18/2021
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: 94.7 mm
Dry 2 Thickness: 94.8 mm
Dry 3 Thickness: 94.7 mm
Wet 1 Thickness: 95.0 mm
Wet 2 Thickness: 94.9 mm
Wet 3 Thickness: 94.8 mm
Dry 1 Dry Mass in Air: 3889.1 g
Dry 2 Dry Mass in Air: 3890.3 g
Dry 3 Dry Mass in Air: 3888.2 g
Wet 1 Dry Mass in Air: 3887.5 g
Wet 2 Dry Mass in Air: 3889.6 g
Wet 3 Dry Mass in Air: 3890.3 g
Dry 1 SSD Mass: 3916.4 g
Dry 2 SSD Mass: 3918.8 g
Dry 3 SSD Mass: 3918.1 g
Wet 1 SSD Mass: 3912.0 g
Wet 2 SSD Mass: 3925.8 g
Wet 3 SSD Mass: 3919.6 g
Dry 1 Mass in Water: 2298.1 g
Dry 2 Mass in Water: 2295.5 g
Dry 3 Mass in Water: 2307.6 g
Wet 1 Mass in Water: 2299.3 g
Wet 2 Mass in Water: 2305.7 g
Wet 3 Mass in Water: 2301.8 g
Dry 1 Maximum Specific Gravity: 2.583
Dry 2 Maximum Specific Gravity: 2.583
Dry 3 Maximum Specific Gravity: 2.583
Wet 1 Maximum Specific Gravity: 2.583
Wet 2 Maximum Specific Gravity: 2.583
Wet 3 Maximum Specific Gravity: 2.583
Load (Dry) 1: 28682 N
Load (Dry) 2: 29100 N
Load (Dry) 3: 29478 N
Load (Wet) 1: 23656 N
Load (Wet) 2: 23264 N
Load (Wet) 3: 24123 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: 1
Wet 3 Visual Moisture Damage: 1
Dry 1 Cracked / Broken Aggregate: 30
Dry 2 Cracked / Broken Aggregate: 37
Dry 3 Cracked / Broken Aggregate: 30
Wet 1 Cracked / Broken Aggregate: 17
Wet 2 Cracked / Broken Aggregate: 22
Wet 3 Cracked / Broken Aggregate: 25
Dry 1 Soft Aggregate: 0
Dry 2 Soft Aggregate: 2
Dry 3 Soft Aggregate: 2
Wet 1 Soft Aggregate: 0
Wet 2 Soft Aggregate: 2
Wet 3 Soft Aggregate: 2
Wet 1 SSD Mass (Conditioned): 3963.5 g
Wet 2 SSD Mass (Conditioned): 3979.3 g
Wet 3 SSD Mass (Conditioned): 3974.1 g
Wet 1 Mass in Water (Conditioned): 2350.8 g
Wet 2 Mass in Water (Conditioned): 2359.2 g
Wet 3 Mass in Water (Conditioned): 2356.3 g
Wet 1 Absolute Pressure (Manometer): 105 mmHg
Wet 2 Absolute Pressure (Manometer): 133 mmHg
Wet 3 Absolute Pressure (Manometer): 105 mmHg
Wet 1 Partial Pressure (Vacuum Gauge): 25 inHg
Wet 2 Partial Pressure (Vacuum Gauge): 24 inHg
Wet 3 Partial Pressure (Vacuum Gauge): 25 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: 1618.3 cm^3
Dry 2 Volume: 1623.3 cm^3
Dry 3 Volume: 1610.5 cm^3
Wet 1 Volume: 1612.7 cm^3
Wet 2 Volume: 1620.1 cm^3
Wet 3 Volume: 1617.8 cm^3
Dry 1 Bulk Specific Gravity: 2.403
Dry 2 Bulk Specific Gravity: 2.397
Dry 3 Bulk Specific Gravity: 2.414
Wet 1 Bulk Specific Gravity: 2.411
Wet 2 Bulk Specific Gravity: 2.401
Wet 3 Bulk Specific Gravity: 2.405
Dry 1 Percent Air Voids: 7.0 %
Dry 2 Percent Air Voids: 7.2 %
Dry 3 Percent Air Voids: 6.5 %
Wet 1 Percent Air Voids: 6.7 %
Wet 2 Percent Air Voids: 7.0 %
Wet 3 Percent Air Voids: 6.9 %
Dry 1 Volume of Air Voids: 113.3 cm^3
Dry 2 Volume of Air Voids: 116.9 cm^3
Dry 3 Volume of Air Voids: 104.7 cm^3
Wet 1 Volume of Air Voids: 108.1 cm^3
Wet 2 Volume of Air Voids: 113.4 cm^3
Wet 3 Volume of Air Voids: 111.6 cm^3
Wet 1 Minimum Saturated Mass: 3963.2 g
Wet 2 Minimum Saturated Mass: 3969 g
Wet 3 Minimum Saturated Mass: 3968.4 g
Wet 1 Maximum Saturated Mass: 3974 g
Wet 2 Maximum Saturated Mass: 3980.3 g
Wet 3 Maximum Saturated Mass: 3979.6 g
Wet 1 Volume (Conditioned): 1612.7 cm^3
Wet 2 Volume (Conditioned): 1620.1 cm^3
Wet 3 Volume (Conditioned): 1617.8 cm^3
Wet 1 Volume of Absorbed Water: 76 cm^3
Wet 2 Volume of Absorbed Water: 89.7 cm^3
Wet 3 Volume of Absorbed Water: 83.8 cm^3
Wet 1 Percent Saturation: 70 %
Wet 2 Percent Saturation: 79 %
Wet 3 Percent Saturation: 75 %
Wet 1 Percent Swell: 0 %
Wet 2 Percent Swell: 0 %
Wet 3 Percent Swell: 0 %
Dry Tensile Strength, 1: 1285 kPa
Dry Tensile Strength, 2: 1303 kPa
Dry Tensile Strength, 3: 1321 kPa
Wet Tensile Strength, 1: 1058 kPa
Wet Tensile Strength, 2: 1040 kPa
Wet Tensile Strength, 3: 1079 kPa
Average Dry Tensile Strength: 189 psi
Average Wet Tensile Strength: 154 psi
Tensile Strength Ratio:0.81
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Test was verified on 07/08/2021