Test 2019-05-29-31-5 (AASHTO T283-14) Summary

Project Information
Project IdentifiersProject ID: 213791
DEA: 024H2204
EFIS: 0218000096
DIST-CO-RTE-PM02-SIS-89-28.0/34.0
Work DescriptionPAVEMENT OVERLAY.
Location DescriptionSISKIYOU COUNTY NEAR MCCLOUD FROM 0.5 MILE SOUTH OF MOUNTAIN HOUSE ROAD TO 0.3 MILE SOUTH OF AZALEA ROAD
Sample Information
Sample Taken Date5/29/2019 Sample Unique Key31
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 testing5/29/2019
Sample typeVerification A brief description of the sample1/2-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 byRandy Last name of sampler or witnessed byBibbens
Title of sampler Laboratory sample identificationD77895
The fabricator/manufacturer/facility nameValero - Benicia, CA Transportation Laboratory (TL) Number991041
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 number0
Sublot number0 JMF Verification ID JMF3513-2019-73
Test Details
DIME Sample ID: 2019-05-29-31
DIME Test ID: 2019-05-29-31-5
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: 2019-07-10
Test Results

Input Type: Measured
Tester's full name: Darrell Valasek and D. Hickey
Date of test: 06/06/2019
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: 94.9 mm
Wet 2 Thickness: 94.9 mm
Wet 3 Thickness: 94.0 mm
Dry 1 Dry Mass in Air: 3799.6 g
Dry 2 Dry Mass in Air: 3800.8 g
Dry 3 Dry Mass in Air: 3798.7 g
Wet 1 Dry Mass in Air: 3796.4 g
Wet 2 Dry Mass in Air: 3799.2 g
Wet 3 Dry Mass in Air: 3800.2 g
Dry 1 SSD Mass: 3826.9 g
Dry 2 SSD Mass: 3829.1 g
Dry 3 SSD Mass: 3825.3 g
Wet 1 SSD Mass: 3824.1 g
Wet 2 SSD Mass: 3824.8 g
Wet 3 SSD Mass: 3830.9 g
Dry 1 Mass in Water: 2197.8 g
Dry 2 Mass in Water: 2203.9 g
Dry 3 Mass in Water: 2205.9 g
Wet 1 Mass in Water: 2199.1 g
Wet 2 Mass in Water: 2204.8 g
Wet 3 Mass in Water: 2206.5 g
Dry 1 Maximum Specific Gravity: 2.515
Dry 2 Maximum Specific Gravity: 2.515
Dry 3 Maximum Specific Gravity: 2.515
Wet 1 Maximum Specific Gravity: 2.515
Wet 2 Maximum Specific Gravity: 2.515
Wet 3 Maximum Specific Gravity: 2.515
Load (Dry) 1: 18300 N
Load (Dry) 2: 19323 N
Load (Dry) 3: 19096 N
Load (Wet) 1: 16823 N
Load (Wet) 2: 17406 N
Load (Wet) 3: 17295 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: 12
Dry 2 Cracked / Broken Aggregate: 14
Dry 3 Cracked / Broken Aggregate: 16
Wet 1 Cracked / Broken Aggregate: 13
Wet 2 Cracked / Broken Aggregate: 14
Wet 3 Cracked / Broken Aggregate: 14
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): 3883.5 g
Wet 2 SSD Mass (Conditioned): 3881.2 g
Wet 3 SSD Mass (Conditioned): 3886.5 g
Wet 1 Mass in Water (Conditioned): 2259.3 g
Wet 2 Mass in Water (Conditioned): 2262.0 g
Wet 3 Mass in Water (Conditioned): 2260.1 g
Wet 1 Absolute Pressure (Manometer): 193 mmHg
Wet 2 Absolute Pressure (Manometer): 170 mmHg
Wet 3 Absolute Pressure (Manometer): 192 mmHg
Wet 1 Partial Pressure (Vacuum Gauge): 13 inHg
Wet 2 Partial Pressure (Vacuum Gauge): 14 inHg
Wet 3 Partial Pressure (Vacuum Gauge): 14 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: 1629.1 cm^3
Dry 2 Volume: 1625.2 cm^3
Dry 3 Volume: 1619.4 cm^3
Wet 1 Volume: 1625.0 cm^3
Wet 2 Volume: 1620.0 cm^3
Wet 3 Volume: 1624.4 cm^3
Dry 1 Bulk Specific Gravity: 2.332
Dry 2 Bulk Specific Gravity: 2.339
Dry 3 Bulk Specific Gravity: 2.346
Wet 1 Bulk Specific Gravity: 2.336
Wet 2 Bulk Specific Gravity: 2.345
Wet 3 Bulk Specific Gravity: 2.339
Dry 1 Percent Air Voids: 7.3 %
Dry 2 Percent Air Voids: 7.0 %
Dry 3 Percent Air Voids: 6.7 %
Wet 1 Percent Air Voids: 7.1 %
Wet 2 Percent Air Voids: 6.8 %
Wet 3 Percent Air Voids: 7.0 %
Dry 1 Volume of Air Voids: 118.9 cm^3
Dry 2 Volume of Air Voids: 113.8 cm^3
Dry 3 Volume of Air Voids: 108.5 cm^3
Wet 1 Volume of Air Voids: 115.4 cm^3
Wet 2 Volume of Air Voids: 110.2 cm^3
Wet 3 Volume of Air Voids: 113.7 cm^3
Wet 1 Minimum Saturated Mass: 3877.2 g
Wet 2 Minimum Saturated Mass: 3876.3 g
Wet 3 Minimum Saturated Mass: 3879.8 g
Wet 1 Maximum Saturated Mass: 3888.7 g
Wet 2 Maximum Saturated Mass: 3887.4 g
Wet 3 Maximum Saturated Mass: 3891.2 g
Wet 1 Volume (Conditioned): 1624.2 cm^3
Wet 2 Volume (Conditioned): 1619.2 cm^3
Wet 3 Volume (Conditioned): 1626.4 cm^3
Wet 1 Volume of Absorbed Water: 87.1 cm^3
Wet 2 Volume of Absorbed Water: 82 cm^3
Wet 3 Volume of Absorbed Water: 86.3 cm^3
Wet 1 Percent Saturation: 75 %
Wet 2 Percent Saturation: 74 %
Wet 3 Percent Saturation: 76 %
Wet 1 Percent Swell: 0 %
Wet 2 Percent Swell: 0 %
Wet 3 Percent Swell: 0.1 %
Dry Tensile Strength, 1: 818 kPa
Dry Tensile Strength, 2: 864 kPa
Dry Tensile Strength, 3: 854 kPa
Wet Tensile Strength, 1: 752 kPa
Wet Tensile Strength, 2: 778 kPa
Wet Tensile Strength, 3: 773 kPa
Average Dry Tensile Strength: 123 psi
Average Wet Tensile Strength: 111 psi
Tensile Strength Ratio:0.9
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 07/10/2019