Test 2021-08-30-37-5 (AASHTO T283-14) Summary

Project Information
Project IdentifiersProject ID: 215393
DEA: 021J5104
EFIS: 0220000086
DIST-CO-RTE-PM02-LAS,MOD-139-57.0/66.635,0.0/0.1
Work DescriptionPERFORM COLD IN-PLACE RECYCLING AND PLACE HOT MIX ASPHALT (TYPE A).
Location DescriptionLASSEN AND MODOC COUNTIES NEAR ADIN FROM 4.5 MILES SOUTH OF COUNTY ROAD A2 TO 0.1 MILE SOUTH OF ROUTE 299
Sample Information
Sample Taken Date8/30/2021 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 testing8/31/2021
Sample typeAcceptance A brief description of the sample1/2 inch HMA A 25 RAP PG58-34M Albina
The quantity of what the sample constitutesPSE 16 Boxes at 286 Tons From where was the sample collectedManufacturer
First name of sampler or witnessed byE Last name of sampler or witnessed byChavez
Title of samplerMaterials Tester Laboratory sample identificationD78932
The fabricator/manufacturer/facility nameHat Creek Construction and Materials - Shaw Pit Facility - Lookout, CA Transportation Laboratory (TL) Number854925
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 Grading1/2 inch Lot numberUnknown
Sublot numberUnknown HMA Design ID
Test Details
DIME Sample ID: 2021-08-30-37
DIME Test ID: 2021-08-30-37-5
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: 2021-09-13
Test Results

Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 09/08/2021
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: 94.9 mm
Dry 3 Thickness: 94.9 mm
Wet 1 Thickness: 94.9 mm
Wet 2 Thickness: 94.8 mm
Wet 3 Thickness: 94.9 mm
Dry 1 Dry Mass in Air: 3683.1 g
Dry 2 Dry Mass in Air: 3680.8 g
Dry 3 Dry Mass in Air: 3683.1 g
Wet 1 Dry Mass in Air: 3683.1 g
Wet 2 Dry Mass in Air: 3682.0 g
Wet 3 Dry Mass in Air: 3682.6 g
Dry 1 SSD Mass: 3712.9 g
Dry 2 SSD Mass: 3703.0 g
Dry 3 SSD Mass: 3719.4 g
Wet 1 SSD Mass: 3712.8 g
Wet 2 SSD Mass: 3710.9 g
Wet 3 SSD Mass: 3712.3 g
Dry 1 Mass in Water: 2083.9 g
Dry 2 Mass in Water: 2084.1 g
Dry 3 Mass in Water: 2093.6 g
Wet 1 Mass in Water: 2086.9 g
Wet 2 Mass in Water: 2088.0 g
Wet 3 Mass in Water: 2089.1 g
Dry 1 Maximum Specific Gravity: 2.431
Dry 2 Maximum Specific Gravity: 2.431
Dry 3 Maximum Specific Gravity: 2.431
Wet 1 Maximum Specific Gravity: 2.431
Wet 2 Maximum Specific Gravity: 2.431
Wet 3 Maximum Specific Gravity: 2.431
Load (Dry) 1: 24456 N
Load (Dry) 2: 25920 N
Load (Dry) 3: 26658 N
Load (Wet) 1: 18015 N
Load (Wet) 2: 18331 N
Load (Wet) 3: 18109 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: 19
Dry 2 Cracked / Broken Aggregate: 22
Dry 3 Cracked / Broken Aggregate: 21
Wet 1 Cracked / Broken Aggregate: 22
Wet 2 Cracked / Broken Aggregate: 25
Wet 3 Cracked / Broken Aggregate: 19
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): 3768.6 g
Wet 2 SSD Mass (Conditioned): 3766.6 g
Wet 3 SSD Mass (Conditioned): 3768.7 g
Wet 1 Mass in Water (Conditioned): 2140.3 g
Wet 2 Mass in Water (Conditioned): 2144.5 g
Wet 3 Mass in Water (Conditioned): 2146.3 g
Wet 1 Absolute Pressure (Manometer): 174 mmHg
Wet 2 Absolute Pressure (Manometer): 148 mmHg
Wet 3 Absolute Pressure (Manometer): 144 mmHg
Wet 1 Partial Pressure (Vacuum Gauge): 22 inHg
Wet 2 Partial Pressure (Vacuum Gauge): 23 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: 95.6 mm
Wet 2 Thickness after conditioning: 95.7 mm
Wet 3 Thickness after conditioning: 95.8 mm
Dry 1 Volume: 1629.0 cm^3
Dry 2 Volume: 1618.9 cm^3
Dry 3 Volume: 1625.8 cm^3
Wet 1 Volume: 1625.9 cm^3
Wet 2 Volume: 1622.9 cm^3
Wet 3 Volume: 1623.2 cm^3
Dry 1 Bulk Specific Gravity: 2.261
Dry 2 Bulk Specific Gravity: 2.274
Dry 3 Bulk Specific Gravity: 2.265
Wet 1 Bulk Specific Gravity: 2.265
Wet 2 Bulk Specific Gravity: 2.269
Wet 3 Bulk Specific Gravity: 2.269
Dry 1 Percent Air Voids: 7.0 %
Dry 2 Percent Air Voids: 6.5 %
Dry 3 Percent Air Voids: 6.8 %
Wet 1 Percent Air Voids: 6.8 %
Wet 2 Percent Air Voids: 6.7 %
Wet 3 Percent Air Voids: 6.7 %
Dry 1 Volume of Air Voids: 114.0 cm^3
Dry 2 Volume of Air Voids: 105.2 cm^3
Dry 3 Volume of Air Voids: 110.6 cm^3
Wet 1 Volume of Air Voids: 110.6 cm^3
Wet 2 Volume of Air Voids: 108.7 cm^3
Wet 3 Volume of Air Voids: 108.8 cm^3
Wet 1 Minimum Saturated Mass: 3760.5 g
Wet 2 Minimum Saturated Mass: 3758.1 g
Wet 3 Minimum Saturated Mass: 3758.8 g
Wet 1 Maximum Saturated Mass: 3771.6 g
Wet 2 Maximum Saturated Mass: 3769 g
Wet 3 Maximum Saturated Mass: 3769.6 g
Wet 1 Volume (Conditioned): 1628.3 cm^3
Wet 2 Volume (Conditioned): 1622.1 cm^3
Wet 3 Volume (Conditioned): 1622.4 cm^3
Wet 1 Volume of Absorbed Water: 85.5 cm^3
Wet 2 Volume of Absorbed Water: 84.6 cm^3
Wet 3 Volume of Absorbed Water: 86.1 cm^3
Wet 1 Percent Saturation: 77 %
Wet 2 Percent Saturation: 78 %
Wet 3 Percent Saturation: 79 %
Wet 1 Percent Swell: 0.1 %
Wet 2 Percent Swell: 0 %
Wet 3 Percent Swell: 0 %
Dry Tensile Strength, 1: 1093 kPa
Dry Tensile Strength, 2: 1159 kPa
Dry Tensile Strength, 3: 1192 kPa
Wet Tensile Strength, 1: 800 kPa
Wet Tensile Strength, 2: 813 kPa
Wet Tensile Strength, 3: 802 kPa
Average Dry Tensile Strength: 166 psi
Average Wet Tensile Strength: 117 psi
Tensile Strength Ratio:0.7
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Test was verified on 09/13/2021