Test 2021-06-02-16-3 (AASHTO T283-14) Summary

Project Information
Project IdentifiersProject ID: 215424
DEA: 024G4404
EFIS: 0214000013
DIST-CO-RTE-PM02-SIS-3-38.0/38.6
Work DescriptionBRIDGE REPLACEMENT
Location DescriptionSISKIYOU COUNTY ABOUT 6 MILES NORTH OF FORT JONES FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF LOWER MOFFETT CREEK ROAD
Sample Information
Sample Taken Date6/2/2021 Sample Unique Key16
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 testing6/2/2021
Sample typeAcceptance A brief description of the samplePSE 3/4 HMA 24 RAP PG 58-22 Valero Benecia
The quantity of what the sample constitutes100 Tons From where was the sample collectedManufacturer
First name of sampler or witnessed byD. Last name of sampler or witnessed byOwens
Title of samplerPEI Laboratory sample identificationD78820
The fabricator/manufacturer/facility nameTullis Inc, Northstate Asphalt, Redding CA Transportation Laboratory (TL) Number779362
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifier
Structure name
Material Information
Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading3/4 inch Lot numberUnknown
Sublot numberUnknown HMA Design ID
Test Details
DIME Sample ID: 2021-06-02-16
DIME Test ID: 2021-06-02-16-3
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: 2021-08-24
Test Results

Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 06/10/2021
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: 95.0 mm
Wet 1 Thickness: 95.0 mm
Wet 2 Thickness: 95.2 mm
Wet 3 Thickness: 95.0 mm
Dry 1 Dry Mass in Air: 3775.5 g
Dry 2 Dry Mass in Air: 3776.4 g
Dry 3 Dry Mass in Air: 3776.1 g
Wet 1 Dry Mass in Air: 3776.1 g
Wet 2 Dry Mass in Air: 3775.6 g
Wet 3 Dry Mass in Air: 3776.2 g
Dry 1 SSD Mass: 3809.3 g
Dry 2 SSD Mass: 3808.9 g
Dry 3 SSD Mass: 3804.8 g
Wet 1 SSD Mass: 3805.8 g
Wet 2 SSD Mass: 3803.3 g
Wet 3 SSD Mass: 3806.9 g
Dry 1 Mass in Water: 2192.9 g
Dry 2 Mass in Water: 2199.3 g
Dry 3 Mass in Water: 2200.2 g
Wet 1 Mass in Water: 2195.4 g
Wet 2 Mass in Water: 2189.9 g
Wet 3 Mass in Water: 2198.4 g
Dry 1 Maximum Specific Gravity: 2.526
Dry 2 Maximum Specific Gravity: 2.526
Dry 3 Maximum Specific Gravity: 2.526
Wet 1 Maximum Specific Gravity: 2.526
Wet 2 Maximum Specific Gravity: 2.526
Wet 3 Maximum Specific Gravity: 2.526
Load (Dry) 1: 26485 N
Load (Dry) 2: 27886 N
Load (Dry) 3: 28486 N
Load (Wet) 1: 25226 N
Load (Wet) 2: 26280 N
Load (Wet) 3: 26044 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: 40
Dry 2 Cracked / Broken Aggregate: 55
Dry 3 Cracked / Broken Aggregate: 51
Wet 1 Cracked / Broken Aggregate: 16
Wet 2 Cracked / Broken Aggregate: 17
Wet 3 Cracked / Broken Aggregate: 21
Dry 1 Soft Aggregate: 1
Dry 2 Soft Aggregate: 1
Dry 3 Soft Aggregate: 2
Wet 1 Soft Aggregate: 0
Wet 2 Soft Aggregate: 0
Wet 3 Soft Aggregate: 0
Wet 1 SSD Mass (Conditioned): 3859.7 g
Wet 2 SSD Mass (Conditioned): 3859.9 g
Wet 3 SSD Mass (Conditioned): 3860.2 g
Wet 1 Mass in Water (Conditioned): 2246.0 g
Wet 2 Mass in Water (Conditioned): 2242.3 g
Wet 3 Mass in Water (Conditioned): 2249.5 g
Wet 1 Absolute Pressure (Manometer): 213 mmHg
Wet 2 Absolute Pressure (Manometer): 224 mmHg
Wet 3 Absolute Pressure (Manometer): 197 mmHg
Wet 1 Partial Pressure (Vacuum Gauge): 21 inHg
Wet 2 Partial Pressure (Vacuum Gauge): 20 inHg
Wet 3 Partial Pressure (Vacuum Gauge): 21 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: 94.8 mm
Wet 2 Thickness after conditioning: 95 mm
Wet 3 Thickness after conditioning: 94.8 mm
Dry 1 Volume: 1616.4 cm^3
Dry 2 Volume: 1609.6 cm^3
Dry 3 Volume: 1604.6 cm^3
Wet 1 Volume: 1610.4 cm^3
Wet 2 Volume: 1613.4 cm^3
Wet 3 Volume: 1608.5 cm^3
Dry 1 Bulk Specific Gravity: 2.336
Dry 2 Bulk Specific Gravity: 2.346
Dry 3 Bulk Specific Gravity: 2.353
Wet 1 Bulk Specific Gravity: 2.345
Wet 2 Bulk Specific Gravity: 2.34
Wet 3 Bulk Specific Gravity: 2.348
Dry 1 Percent Air Voids: 7.5 %
Dry 2 Percent Air Voids: 7.1 %
Dry 3 Percent Air Voids: 6.8 %
Wet 1 Percent Air Voids: 7.2 %
Wet 2 Percent Air Voids: 7.4 %
Wet 3 Percent Air Voids: 7.0 %
Dry 1 Volume of Air Voids: 121.2 cm^3
Dry 2 Volume of Air Voids: 114.3 cm^3
Dry 3 Volume of Air Voids: 109.1 cm^3
Wet 1 Volume of Air Voids: 115.9 cm^3
Wet 2 Volume of Air Voids: 119.4 cm^3
Wet 3 Volume of Air Voids: 112.6 cm^3
Wet 1 Minimum Saturated Mass: 3857.2 g
Wet 2 Minimum Saturated Mass: 3859.2 g
Wet 3 Minimum Saturated Mass: 3855 g
Wet 1 Maximum Saturated Mass: 3868.8 g
Wet 2 Maximum Saturated Mass: 3871.1 g
Wet 3 Maximum Saturated Mass: 3866.3 g
Wet 1 Volume (Conditioned): 1613.7 cm^3
Wet 2 Volume (Conditioned): 1617.6 cm^3
Wet 3 Volume (Conditioned): 1610.7 cm^3
Wet 1 Volume of Absorbed Water: 83.6 cm^3
Wet 2 Volume of Absorbed Water: 84.3 cm^3
Wet 3 Volume of Absorbed Water: 84 cm^3
Wet 1 Percent Saturation: 72 %
Wet 2 Percent Saturation: 71 %
Wet 3 Percent Saturation: 75 %
Wet 1 Percent Swell: 0.2 %
Wet 2 Percent Swell: 0.3 %
Wet 3 Percent Swell: 0.1 %
Dry Tensile Strength, 1: 1183 kPa
Dry Tensile Strength, 2: 1247 kPa
Dry Tensile Strength, 3: 1273 kPa
Wet Tensile Strength, 1: 1129 kPa
Wet Tensile Strength, 2: 1174 kPa
Wet Tensile Strength, 3: 1166 kPa
Average Dry Tensile Strength: 179 psi
Average Wet Tensile Strength: 168 psi
Tensile Strength Ratio:0.94
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Test was verified on 08/24/2021