Summary for Test 2021-03-04-28-6

Test performed: AASHTO T283-14

Project Information

Project IdentifiersProject ID: 213700
DEA: 020H9004
EFIS: 0215000077
DIST-CO-RTE-PM02-BUT-70-41.9/42.3
Award Date05/07/2020
Closeout Date11/01/2021
Work DescriptionREMOVE CULVERTS AND CONSTRUCT BRIDGE
Location DescriptionBUTTE COUNTY NEAR PULGA FROM 2.5 MILES WEST OF PENSTOCK UNDERCROSSING TO 2.1 MILES WEST OF PENSTOCK UNDERCROSSING
QA Service Level1 (Verified on 01/03/2019)

Sample Information

Sample Taken Date03/04/2021 Sample Unique Key28
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 testing03/05/2021
Sample typeAcceptance A brief description of the sampleTreated 3/4-inch Type A HMA (eq. PG 64-28 M) w/ 15.0 RAP
The quantity of what the sample constitutesProduction Start-Up Evaluation From where was the sample collectedManufacturer
First name of sampler or witnessed byMonte Last name of sampler or witnessed bySpencer
Title of sampler Telephone number of sampler
Laboratory sample identificationD78751 Linked DIME Sample ID
The fabricator/manufacturer/facility nameKnife River Construction - Orland Plant Transportation Laboratory (TL) Number896988
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 HMA Mix NumberNot set

Test Details

DIME Sample ID: 2021-03-04-28
DIME Test ID: 2021-03-04-28-6
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Test Release Date: 2021-04-26

Test Results


Input Type: Measured
Tester's full name: Darrell Valasek
Date of test: 03/12/2021
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: 94.9 mm
Dry 2 Thickness: 94.8 mm
Dry 3 Thickness: 94.8 mm
Wet 1 Thickness: 94.9 mm
Wet 2 Thickness: 94.8 mm
Wet 3 Thickness: 94.8 mm
Dry 1 Dry Mass in Air: 3825.8 g
Dry 2 Dry Mass in Air: 3824.9 g
Dry 3 Dry Mass in Air: 3825.5 g
Wet 1 Dry Mass in Air: 3826.3 g
Wet 2 Dry Mass in Air: 3826.7 g
Wet 3 Dry Mass in Air: 3826.7 g
Dry 1 SSD Mass: 3857.7 g
Dry 2 SSD Mass: 3854.3 g
Dry 3 SSD Mass: 3858.7 g
Wet 1 SSD Mass: 3858.3 g
Wet 2 SSD Mass: 3860.2 g
Wet 3 SSD Mass: 3858.2 g
Dry 1 Mass in Water: 2240.0 g
Dry 2 Mass in Water: 2242.4 g
Dry 3 Mass in Water: 2248.4 g
Wet 1 Mass in Water: 2243.0 g
Wet 2 Mass in Water: 2247.8 g
Wet 3 Mass in Water: 2244.4 g
Dry 1 Maximum Specific Gravity: 2.555
Dry 2 Maximum Specific Gravity: 2.555
Dry 3 Maximum Specific Gravity: 2.555
Wet 1 Maximum Specific Gravity: 2.555
Wet 2 Maximum Specific Gravity: 2.555
Wet 3 Maximum Specific Gravity: 2.555
Load (Dry) 1: 22824 N
Load (Dry) 2: 22557 N
Load (Dry) 3: 23006 N
Load (Wet) 1: 22077 N
Load (Wet) 2: 22566 N
Load (Wet) 3: 22294 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: 44
Dry 2 Cracked / Broken Aggregate: 40
Dry 3 Cracked / Broken Aggregate: 35
Wet 1 Cracked / Broken Aggregate: 21
Wet 2 Cracked / Broken Aggregate: 18
Wet 3 Cracked / Broken Aggregate: 17
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): 3908.8 g
Wet 2 SSD Mass (Conditioned): 3914.4 g
Wet 3 SSD Mass (Conditioned): 3908.3 g
Wet 1 Mass in Water (Conditioned): 2288.0 g
Wet 2 Mass in Water (Conditioned): 2296.4 g
Wet 3 Mass in Water (Conditioned): 2288.2 g
Wet 1 Absolute Pressure (Manometer): 203 mmHg
Wet 2 Absolute Pressure (Manometer): 177 mmHg
Wet 3 Absolute Pressure (Manometer): 178 mmHg
Wet 1 Partial Pressure (Vacuum Gauge): 21 inHg
Wet 2 Partial Pressure (Vacuum Gauge): 22 inHg
Wet 3 Partial Pressure (Vacuum Gauge): 22 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: 1617.7 cm^3
Dry 2 Volume: 1611.9 cm^3
Dry 3 Volume: 1610.3 cm^3
Wet 1 Volume: 1615.3 cm^3
Wet 2 Volume: 1612.4 cm^3
Wet 3 Volume: 1613.8 cm^3
Dry 1 Bulk Specific Gravity: 2.365
Dry 2 Bulk Specific Gravity: 2.373
Dry 3 Bulk Specific Gravity: 2.376
Wet 1 Bulk Specific Gravity: 2.369
Wet 2 Bulk Specific Gravity: 2.373
Wet 3 Bulk Specific Gravity: 2.371
Dry 1 Percent Air Voids: 7.4 %
Dry 2 Percent Air Voids: 7.1 %
Dry 3 Percent Air Voids: 7.0 %
Wet 1 Percent Air Voids: 7.3 %
Wet 2 Percent Air Voids: 7.1 %
Wet 3 Percent Air Voids: 7.2 %
Dry 1 Volume of Air Voids: 119.7 cm^3
Dry 2 Volume of Air Voids: 114.4 cm^3
Dry 3 Volume of Air Voids: 112.7 cm^3
Wet 1 Volume of Air Voids: 117.9 cm^3
Wet 2 Volume of Air Voids: 114.5 cm^3
Wet 3 Volume of Air Voids: 116.2 cm^3
Wet 1 Minimum Saturated Mass: 3908.8 g
Wet 2 Minimum Saturated Mass: 3906.9 g
Wet 3 Minimum Saturated Mass: 3908 g
Wet 1 Maximum Saturated Mass: 3920.6 g
Wet 2 Maximum Saturated Mass: 3918.3 g
Wet 3 Maximum Saturated Mass: 3919.7 g
Wet 1 Volume (Conditioned): 1620.8 cm^3
Wet 2 Volume (Conditioned): 1618.0 cm^3
Wet 3 Volume (Conditioned): 1620.1 cm^3
Wet 1 Volume of Absorbed Water: 82.5 cm^3
Wet 2 Volume of Absorbed Water: 87.7 cm^3
Wet 3 Volume of Absorbed Water: 81.6 cm^3
Wet 1 Percent Saturation: 70 %
Wet 2 Percent Saturation: 77 %
Wet 3 Percent Saturation: 70 %
Wet 1 Percent Swell: 0.3 %
Wet 2 Percent Swell: 0.3 %
Wet 3 Percent Swell: 0.4 %
Dry Tensile Strength, 1: 1021 kPa
Dry Tensile Strength, 2: 1010 kPa
Dry Tensile Strength, 3: 1030 kPa
Wet Tensile Strength, 1: 987 kPa
Wet Tensile Strength, 2: 1009 kPa
Wet Tensile Strength, 3: 997 kPa
Average Dry Tensile Strength: 148 psi
Average Wet Tensile Strength: 145 psi
Tensile Strength Ratio: 0.98
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/26/2021