Test 2020-06-10-45-6 (AASHTO T283-14) Summary

Project Information
Project IdentifiersProject ID: 214685
DEA: 024E46U4
EFIS: 0216000122
DIST-CO-RTE-PM02-LAS-36-6.0/14.6
Work DescriptionREPLACE BRIDGE, ROADWAY EXCAVATION, HMA, CLASS 2 AB AND DRAINAGE WORK.
Location DescriptionLASSEN COUNTY NEAR WESTWOOD FROM 1.3 MILES WEST OF GOODRICH CREEK BRIDGE TO 1.0 MILE WEST OF WILLARD CREEK ROAD
Sample Information
Sample Taken Date6/10/2020 Sample Unique Key45
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 testing6/11/2020
Sample typeVerification A brief description of the sample3/4-inch Type A HMA (eq. PG 64-28 M)
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byCGI Last name of sampler or witnessed byCGI
Title of sampler Laboratory sample identificationD78466
The fabricator/manufacturer/facility nameWard Lake Plant Transportation Laboratory (TL) Number896982
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 JMF Verification ID JMF3513-2020-198
Test Details
DIME Sample ID: 2020-06-10-45
DIME Test ID: 2020-06-10-45-6
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: 2020-09-10
Test Results

Input Type: Measured
Tester's full name: Darrell Valasek
Date of test: 06/17/2020
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: 94.9 mm
Dry 3 Thickness: 94.9 mm
Wet 1 Thickness: 95.0 mm
Wet 2 Thickness: 94.9 mm
Wet 3 Thickness: 95.0 mm
Dry 1 Dry Mass in Air: 3617.4 g
Dry 2 Dry Mass in Air: 3618.5 g
Dry 3 Dry Mass in Air: 3619.1 g
Wet 1 Dry Mass in Air: 3616.3 g
Wet 2 Dry Mass in Air: 3619.4 g
Wet 3 Dry Mass in Air: 3616.8 g
Dry 1 SSD Mass: 3636.5 g
Dry 2 SSD Mass: 3653.5 g
Dry 3 SSD Mass: 3655.4 g
Wet 1 SSD Mass: 3646.2 g
Wet 2 SSD Mass: 3651.5 g
Wet 3 SSD Mass: 3651.2 g
Dry 1 Mass in Water: 2013.0 g
Dry 2 Mass in Water: 2045.8 g
Dry 3 Mass in Water: 2048.5 g
Wet 1 Mass in Water: 2039.1 g
Wet 2 Mass in Water: 2043.3 g
Wet 3 Mass in Water: 2035.5 g
Dry 1 Maximum Specific Gravity: 2.408
Dry 2 Maximum Specific Gravity: 2.408
Dry 3 Maximum Specific Gravity: 2.408
Wet 1 Maximum Specific Gravity: 2.408
Wet 2 Maximum Specific Gravity: 2.408
Wet 3 Maximum Specific Gravity: 2.408
Load (Dry) 1: 17526 N
Load (Dry) 2: 19247 N
Load (Dry) 3: 20533 N
Load (Wet) 1: 17290 N
Load (Wet) 2: 17935 N
Load (Wet) 3: 17913 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: 25
Dry 2 Cracked / Broken Aggregate: 28
Dry 3 Cracked / Broken Aggregate: 30
Wet 1 Cracked / Broken Aggregate: 21
Wet 2 Cracked / Broken Aggregate: 22
Wet 3 Cracked / Broken Aggregate: 20
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): 3700.2 g
Wet 2 SSD Mass (Conditioned): 3702.7 g
Wet 3 SSD Mass (Conditioned): 3698.8 g
Wet 1 Mass in Water (Conditioned): 2093.1 g
Wet 2 Mass in Water (Conditioned): 2094.3 g
Wet 3 Mass in Water (Conditioned): 2080.3 g
Wet 1 Absolute Pressure (Manometer): 157 mmHg
Wet 2 Absolute Pressure (Manometer): 193 mmHg
Wet 3 Absolute Pressure (Manometer): 262 mmHg
Wet 1 Partial Pressure (Vacuum Gauge): 23 inHg
Wet 2 Partial Pressure (Vacuum Gauge): 22 inHg
Wet 3 Partial Pressure (Vacuum Gauge): 19 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 mm
Wet 2 Thickness after conditioning: 95 mm
Wet 3 Thickness after conditioning: 95 mm
Dry 1 Volume: 1623.5 cm^3
Dry 2 Volume: 1607.7 cm^3
Dry 3 Volume: 1606.9 cm^3
Wet 1 Volume: 1607.1 cm^3
Wet 2 Volume: 1608.2 cm^3
Wet 3 Volume: 1615.7 cm^3
Dry 1 Bulk Specific Gravity: 2.228
Dry 2 Bulk Specific Gravity: 2.251
Dry 3 Bulk Specific Gravity: 2.252
Wet 1 Bulk Specific Gravity: 2.25
Wet 2 Bulk Specific Gravity: 2.251
Wet 3 Bulk Specific Gravity: 2.239
Dry 1 Percent Air Voids: 7.5 %
Dry 2 Percent Air Voids: 6.5 %
Dry 3 Percent Air Voids: 6.5 %
Wet 1 Percent Air Voids: 6.6 %
Wet 2 Percent Air Voids: 6.5 %
Wet 3 Percent Air Voids: 7.0 %
Dry 1 Volume of Air Voids: 121.8 cm^3
Dry 2 Volume of Air Voids: 104.5 cm^3
Dry 3 Volume of Air Voids: 104.4 cm^3
Wet 1 Volume of Air Voids: 106.1 cm^3
Wet 2 Volume of Air Voids: 104.5 cm^3
Wet 3 Volume of Air Voids: 113.1 cm^3
Wet 1 Minimum Saturated Mass: 3690.6 g
Wet 2 Minimum Saturated Mass: 3692.6 g
Wet 3 Minimum Saturated Mass: 3696 g
Wet 1 Maximum Saturated Mass: 3701.2 g
Wet 2 Maximum Saturated Mass: 3703 g
Wet 3 Maximum Saturated Mass: 3707.3 g
Wet 1 Volume (Conditioned): 1607.1 cm^3
Wet 2 Volume (Conditioned): 1608.4 cm^3
Wet 3 Volume (Conditioned): 1618.5 cm^3
Wet 1 Volume of Absorbed Water: 83.9 cm^3
Wet 2 Volume of Absorbed Water: 83.3 cm^3
Wet 3 Volume of Absorbed Water: 82 cm^3
Wet 1 Percent Saturation: 79 %
Wet 2 Percent Saturation: 80 %
Wet 3 Percent Saturation: 73 %
Wet 1 Percent Swell: 0 %
Wet 2 Percent Swell: 0 %
Wet 3 Percent Swell: 0.2 %
Dry Tensile Strength, 1: 784 kPa
Dry Tensile Strength, 2: 861 kPa
Dry Tensile Strength, 3: 918 kPa
Wet Tensile Strength, 1: 772 kPa
Wet Tensile Strength, 2: 801 kPa
Wet Tensile Strength, 3: 800 kPa
Average Dry Tensile Strength: 124 psi
Average Wet Tensile Strength: 115 psi
Tensile Strength Ratio:0.93
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Test was verified on 09/10/2020