Test 2021-02-16-37-6 (AASHTO T283-14) Summary

Project Information
Project IdentifiersProject ID: 214515
DEA: 024F6004
EFIS: 0213000012
DIST-CO-RTE-PM02-SIS,TRI-36,96,299-VAR
Work DescriptionBRIDGE DECK REPAIR, POLYESTER OVERLAY AND RAIL REPLACEMENT.
Location DescriptionSISKIYOU AND TRINITY COUNTIES AT VARIOUS LOCATIONS
Sample Information
Sample Taken Date2/16/2021 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 testing2/16/2021
Sample typeVerification A brief description of the sample1/2-inch Type A HMA (PG 64-28 M)
The quantity of what the sample constitutesJMF Verification 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 identificationD78745
The fabricator/manufacturer/facility nameMercer-Fraser Company, Willow Creek Plant, Willow Creek, CA Transportation Laboratory (TL) Number853474
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 number
Sublot number JMF Verification ID JMF3513-2021-40
Test Details
DIME Sample ID: 2021-02-16-37
DIME Test ID: 2021-02-16-37-6
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: 2021-04-05
Test Results

Input Type: Measured
Tester's full name: Dennis Hickey
Date of test: 02/25/2021
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: 94.8 mm
Dry 2 Thickness: 94.9 mm
Dry 3 Thickness: 94.9 mm
Wet 1 Thickness: 94.9 mm
Wet 2 Thickness: 94.9 mm
Wet 3 Thickness: 94.9 mm
Dry 1 Dry Mass in Air: 3974.5 g
Dry 2 Dry Mass in Air: 3975.3 g
Dry 3 Dry Mass in Air: 3974.7 g
Wet 1 Dry Mass in Air: 3973.3 g
Wet 2 Dry Mass in Air: 3975.5 g
Wet 3 Dry Mass in Air: 3975.3 g
Dry 1 SSD Mass: 4008.6 g
Dry 2 SSD Mass: 4004.1 g
Dry 3 SSD Mass: 4008.8 g
Wet 1 SSD Mass: 4004.7 g
Wet 2 SSD Mass: 4009.5 g
Wet 3 SSD Mass: 4005.8 g
Dry 1 Mass in Water: 2395.5 g
Dry 2 Mass in Water: 2387.9 g
Dry 3 Mass in Water: 2391.2 g
Wet 1 Mass in Water: 2393.8 g
Wet 2 Mass in Water: 2400.0 g
Wet 3 Mass in Water: 2396.9 g
Dry 1 Maximum Specific Gravity: 2.642
Dry 2 Maximum Specific Gravity: 2.642
Dry 3 Maximum Specific Gravity: 2.642
Wet 1 Maximum Specific Gravity: 2.642
Wet 2 Maximum Specific Gravity: 2.642
Wet 3 Maximum Specific Gravity: 2.642
Load (Dry) 1: 26849 N
Load (Dry) 2: 26124 N
Load (Dry) 3: 25479 N
Load (Wet) 1: 23064 N
Load (Wet) 2: 23433 N
Load (Wet) 3: 22125 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: 18
Dry 2 Cracked / Broken Aggregate: 14
Dry 3 Cracked / Broken Aggregate: 14
Wet 1 Cracked / Broken Aggregate: 12
Wet 2 Cracked / Broken Aggregate: 11
Wet 3 Cracked / Broken Aggregate: 10
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): 4058.7 g
Wet 2 SSD Mass (Conditioned): 4057.6 g
Wet 3 SSD Mass (Conditioned): 4055.9 g
Wet 1 Mass in Water (Conditioned): 2448.6 g
Wet 2 Mass in Water (Conditioned): 2448.1 g
Wet 3 Mass in Water (Conditioned): 2441.7 g
Wet 1 Absolute Pressure (Manometer): 252 mmHg
Wet 2 Absolute Pressure (Manometer): 196 mmHg
Wet 3 Absolute Pressure (Manometer): 230 mmHg
Wet 1 Partial Pressure (Vacuum Gauge): 20 inHg
Wet 2 Partial Pressure (Vacuum Gauge): 22 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: 94.9 mm
Wet 2 Thickness after conditioning: 94.9 mm
Wet 3 Thickness after conditioning: 94.9 mm
Dry 1 Volume: 1613.1 cm^3
Dry 2 Volume: 1616.2 cm^3
Dry 3 Volume: 1617.6 cm^3
Wet 1 Volume: 1610.9 cm^3
Wet 2 Volume: 1609.5 cm^3
Wet 3 Volume: 1608.9 cm^3
Dry 1 Bulk Specific Gravity: 2.464
Dry 2 Bulk Specific Gravity: 2.46
Dry 3 Bulk Specific Gravity: 2.457
Wet 1 Bulk Specific Gravity: 2.467
Wet 2 Bulk Specific Gravity: 2.47
Wet 3 Bulk Specific Gravity: 2.471
Dry 1 Percent Air Voids: 6.7 %
Dry 2 Percent Air Voids: 6.9 %
Dry 3 Percent Air Voids: 7.0 %
Wet 1 Percent Air Voids: 6.6 %
Wet 2 Percent Air Voids: 6.5 %
Wet 3 Percent Air Voids: 6.5 %
Dry 1 Volume of Air Voids: 108.1 cm^3
Dry 2 Volume of Air Voids: 111.5 cm^3
Dry 3 Volume of Air Voids: 113.2 cm^3
Wet 1 Volume of Air Voids: 106.3 cm^3
Wet 2 Volume of Air Voids: 104.6 cm^3
Wet 3 Volume of Air Voids: 104.6 cm^3
Wet 1 Minimum Saturated Mass: 4047.7 g
Wet 2 Minimum Saturated Mass: 4048.7 g
Wet 3 Minimum Saturated Mass: 4048.5 g
Wet 1 Maximum Saturated Mass: 4058.3 g
Wet 2 Maximum Saturated Mass: 4059.2 g
Wet 3 Maximum Saturated Mass: 4059 g
Wet 1 Volume (Conditioned): 1610.1 cm^3
Wet 2 Volume (Conditioned): 1609.5 cm^3
Wet 3 Volume (Conditioned): 1614.2 cm^3
Wet 1 Volume of Absorbed Water: 85.4 cm^3
Wet 2 Volume of Absorbed Water: 82.1 cm^3
Wet 3 Volume of Absorbed Water: 80.6 cm^3
Wet 1 Percent Saturation: 80 %
Wet 2 Percent Saturation: 78 %
Wet 3 Percent Saturation: 77 %
Wet 1 Percent Swell: 0 %
Wet 2 Percent Swell: 0 %
Wet 3 Percent Swell: 0.3 %
Dry Tensile Strength, 1: 1202 kPa
Dry Tensile Strength, 2: 1168 kPa
Dry Tensile Strength, 3: 1139 kPa
Wet Tensile Strength, 1: 1031 kPa
Wet Tensile Strength, 2: 1048 kPa
Wet Tensile Strength, 3: 989 kPa
Average Dry Tensile Strength: 170 psi
Average Wet Tensile Strength: 148 psi
Tensile Strength Ratio:0.87
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Test was verified on 04/05/2021