Summary for Test 2019-05-29-26-4

Test performed: AASHTO T283-14

Project Information

Project IdentifiersProject ID: 213791
DEA: 024H2204
EFIS: 0218000096
DIST-CO-RTE-PM02-SIS-89-28.0/34.0
Award Date01/22/2019
Closeout Date08/13/2021
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
QA Service Level1 (Verified on 01/08/2019)

Sample Information

Sample Taken Date05/29/2019 Sample Unique Key26
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 testing05/29/2019
Sample typeVerification A brief description of the sample1/2-inch Type A HMA (eq. PG 64-16)
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 Telephone number of sampler
Laboratory sample identificationD77898 Linked DIME Sample ID
The fabricator/manufacturer/facility nameFawndale Rock and Asphalt Transportation Laboratory (TL) Number991045
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 JMF3513-2019-72

Test Details

DIME Sample ID: 2019-05-29-26
DIME Test ID: 2019-05-29-26-4
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: 2019-07-05

Test Results


Input Type: Measured
Tester's full name: Darrell Valasek and D. Hickey
Date of test: 06/04/2019
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: 95.0 mm
Dry 2 Thickness: 95.0 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: 3808.6 g
Dry 2 Dry Mass in Air: 3808.1 g
Dry 3 Dry Mass in Air: 3808.4 g
Wet 1 Dry Mass in Air: 3808.3 g
Wet 2 Dry Mass in Air: 3809.0 g
Wet 3 Dry Mass in Air: 3808.8 g
Dry 1 SSD Mass: 3829.4 g
Dry 2 SSD Mass: 3828.6 g
Dry 3 SSD Mass: 3829.2 g
Wet 1 SSD Mass: 3828.5 g
Wet 2 SSD Mass: 3828.3 g
Wet 3 SSD Mass: 3832.8 g
Dry 1 Mass in Water: 2197.5 g
Dry 2 Mass in Water: 2209.0 g
Dry 3 Mass in Water: 2204.2 g
Wet 1 Mass in Water: 2205.1 g
Wet 2 Mass in Water: 2203.4 g
Wet 3 Mass in Water: 2205.7 g
Dry 1 Maximum Specific Gravity: 2.516
Dry 2 Maximum Specific Gravity: 2.516
Dry 3 Maximum Specific Gravity: 2.516
Wet 1 Maximum Specific Gravity: 2.516
Wet 2 Maximum Specific Gravity: 2.516
Wet 3 Maximum Specific Gravity: 2.516
Load (Dry) 1: 21383 N
Load (Dry) 2: 20844 N
Load (Dry) 3: 21774 N
Load (Wet) 1: 18505 N
Load (Wet) 2: 18745 N
Load (Wet) 3: 18905 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: 15
Dry 3 Cracked / Broken Aggregate: 16
Wet 1 Cracked / Broken Aggregate: 17
Wet 2 Cracked / Broken Aggregate: 12
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): 3893.5 g
Wet 2 SSD Mass (Conditioned): 3894.8 g
Wet 3 SSD Mass (Conditioned): 3888.8 g
Wet 1 Mass in Water (Conditioned): 2268.2 g
Wet 2 Mass in Water (Conditioned): 2270.7 g
Wet 3 Mass in Water (Conditioned): 2262.5 g
Wet 1 Absolute Pressure (Manometer): 164 mmHg
Wet 2 Absolute Pressure (Manometer): 176 mmHg
Wet 3 Absolute Pressure (Manometer): 202 mmHg
Wet 1 Partial Pressure (Vacuum Gauge): 22 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: 95 mm
Wet 3 Thickness after conditioning: 95 mm
Dry 1 Volume: 1631.9 cm^3
Dry 2 Volume: 1619.6 cm^3
Dry 3 Volume: 1625.0 cm^3
Wet 1 Volume: 1623.4 cm^3
Wet 2 Volume: 1624.9 cm^3
Wet 3 Volume: 1627.1 cm^3
Dry 1 Bulk Specific Gravity: 2.334
Dry 2 Bulk Specific Gravity: 2.351
Dry 3 Bulk Specific Gravity: 2.344
Wet 1 Bulk Specific Gravity: 2.346
Wet 2 Bulk Specific Gravity: 2.344
Wet 3 Bulk Specific Gravity: 2.341
Dry 1 Percent Air Voids: 7.2 %
Dry 2 Percent Air Voids: 6.6 %
Dry 3 Percent Air Voids: 6.8 %
Wet 1 Percent Air Voids: 6.8 %
Wet 2 Percent Air Voids: 6.8 %
Wet 3 Percent Air Voids: 7.0 %
Dry 1 Volume of Air Voids: 117.5 cm^3
Dry 2 Volume of Air Voids: 106.9 cm^3
Dry 3 Volume of Air Voids: 110.5 cm^3
Wet 1 Volume of Air Voids: 110.4 cm^3
Wet 2 Volume of Air Voids: 110.5 cm^3
Wet 3 Volume of Air Voids: 113.9 cm^3
Wet 1 Minimum Saturated Mass: 3885.6 g
Wet 2 Minimum Saturated Mass: 3886.4 g
Wet 3 Minimum Saturated Mass: 3888.5 g
Wet 1 Maximum Saturated Mass: 3896.6 g
Wet 2 Maximum Saturated Mass: 3897.4 g
Wet 3 Maximum Saturated Mass: 3899.9 g
Wet 1 Volume (Conditioned): 1625.3 cm^3
Wet 2 Volume (Conditioned): 1624.1 cm^3
Wet 3 Volume (Conditioned): 1626.3 cm^3
Wet 1 Volume of Absorbed Water: 85.2 cm^3
Wet 2 Volume of Absorbed Water: 85.8 cm^3
Wet 3 Volume of Absorbed Water: 80 cm^3
Wet 1 Percent Saturation: 77 %
Wet 2 Percent Saturation: 78 %
Wet 3 Percent Saturation: 70 %
Wet 1 Percent Swell: 0.1 %
Wet 2 Percent Swell: 0 %
Wet 3 Percent Swell: 0 %
Dry Tensile Strength, 1: 955 kPa
Dry Tensile Strength, 2: 931 kPa
Dry Tensile Strength, 3: 974 kPa
Wet Tensile Strength, 1: 828 kPa
Wet Tensile Strength, 2: 837 kPa
Wet Tensile Strength, 3: 845 kPa
Average Dry Tensile Strength: 138 psi
Average Wet Tensile Strength: 121 psi
Tensile Strength Ratio:0.88
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/5/2019