Summary for Test 2021-11-02-28-5

Test performed: AASHTO T283-14

Project Information

Project IdentifiersProject ID: 215424
DEA: 024G4404
EFIS: 0214000013
DIST-CO-RTE-PM02-SIS-3-38.0/38.6
Award Date03/22/2021
Closeout DateNot set
Work DescriptionBRIDGE REPLACEMENT
Location DescriptionSISKIYOU COUNTY ABOUT 6 MILES NORTH OF FORT JONES FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF LOWER MOFFETT CREEK ROAD
QA Service Level1 (Verified on 01/19/2021)

Sample Information

Sample Taken Date11/02/2021 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 testing11/02/2021
Sample typeAcceptance A brief description of the sampleLime Treated 3/4-inch Type A HMA (eq. PG 64-28 M) with 22.0% RAP and virgin PG 58-34 M from Valero - Benicia
The quantity of what the sample constitutesProduction Start-Up Evaluation From where was the sample collectedManufacturer
First name of sampler or witnessed byClint Last name of sampler or witnessed byRogers
Title of samplerPI Telephone number of sampler
Laboratory sample identificationD78970 Linked DIME Sample ID
The fabricator/manufacturer/facility nameTullis - Northstate Asphalt - Redding, CA Transportation Laboratory (TL) Number853085
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 numberUnknown
Sublot numberUnknown HMA Design ID

Test Details

DIME Sample ID: 2021-11-02-28
DIME Test ID: 2021-11-02-28-5
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: 2021-11-19

Test Results


Input Type: Measured
Tester's full name: Darrell Valasek
Date of test: 11/18/2021
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: 95.0 mm
Dry 2 Thickness: 95.0 mm
Dry 3 Thickness: 94.8 mm
Wet 1 Thickness: 94.9 mm
Wet 2 Thickness: 95.1 mm
Wet 3 Thickness: 95.0 mm
Dry 1 Dry Mass in Air: 3753.5 g
Dry 2 Dry Mass in Air: 3753.4 g
Dry 3 Dry Mass in Air: 3753.8 g
Wet 1 Dry Mass in Air: 3750.6 g
Wet 2 Dry Mass in Air: 3753.5 g
Wet 3 Dry Mass in Air: 3751.2 g
Dry 1 SSD Mass: 3797.7 g
Dry 2 SSD Mass: 3792.8 g
Dry 3 SSD Mass: 3795.3 g
Wet 1 SSD Mass: 3790.6 g
Wet 2 SSD Mass: 3788.4 g
Wet 3 SSD Mass: 3789.7 g
Dry 1 Mass in Water: 2196.2 g
Dry 2 Mass in Water: 2191.7 g
Dry 3 Mass in Water: 2189.0 g
Wet 1 Mass in Water: 2189.2 g
Wet 2 Mass in Water: 2182.6 g
Wet 3 Mass in Water: 2184.8 g
Dry 1 Maximum Specific Gravity: 2.523
Dry 2 Maximum Specific Gravity: 2.523
Dry 3 Maximum Specific Gravity: 2.523
Wet 1 Maximum Specific Gravity: 2.523
Wet 2 Maximum Specific Gravity: 2.523
Wet 3 Maximum Specific Gravity: 2.523
Load (Dry) 1: 19556 N
Load (Dry) 2: 19336 N
Load (Dry) 3: 19924 N
Load (Wet) 1: 19523 N
Load (Wet) 2: 20035 N
Load (Wet) 3: 19821 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: 16
Dry 2 Cracked / Broken Aggregate: 20
Dry 3 Cracked / Broken Aggregate: 23
Wet 1 Cracked / Broken Aggregate: 23
Wet 2 Cracked / Broken Aggregate: 20
Wet 3 Cracked / Broken Aggregate: 25
Dry 1 Soft Aggregate: 1
Dry 2 Soft Aggregate: 1
Dry 3 Soft Aggregate: 2
Wet 1 Soft Aggregate: 1
Wet 2 Soft Aggregate: 0
Wet 3 Soft Aggregate: 0
Wet 1 SSD Mass (Conditioned): 3834.8 g
Wet 2 SSD Mass (Conditioned): 3838.9 g
Wet 3 SSD Mass (Conditioned): 3837.1 g
Wet 1 Mass in Water (Conditioned): 2230.4 g
Wet 2 Mass in Water (Conditioned): 2232.2 g
Wet 3 Mass in Water (Conditioned): 2230.4 g
Wet 1 Absolute Pressure (Manometer): 270 mmHg
Wet 2 Absolute Pressure (Manometer): 247 mmHg
Wet 3 Absolute Pressure (Manometer): 237 mmHg
Wet 1 Partial Pressure (Vacuum Gauge): 15 inHg
Wet 2 Partial Pressure (Vacuum Gauge): 21 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: 1601.5 cm^3
Dry 2 Volume: 1601.1 cm^3
Dry 3 Volume: 1606.3 cm^3
Wet 1 Volume: 1601.4 cm^3
Wet 2 Volume: 1605.8 cm^3
Wet 3 Volume: 1604.9 cm^3
Dry 1 Bulk Specific Gravity: 2.344
Dry 2 Bulk Specific Gravity: 2.344
Dry 3 Bulk Specific Gravity: 2.337
Wet 1 Bulk Specific Gravity: 2.342
Wet 2 Bulk Specific Gravity: 2.337
Wet 3 Bulk Specific Gravity: 2.337
Dry 1 Percent Air Voids: 7.1 %
Dry 2 Percent Air Voids: 7.1 %
Dry 3 Percent Air Voids: 7.4 %
Wet 1 Percent Air Voids: 7.2 %
Wet 2 Percent Air Voids: 7.4 %
Wet 3 Percent Air Voids: 7.4 %
Dry 1 Volume of Air Voids: 113.7 cm^3
Dry 2 Volume of Air Voids: 113.7 cm^3
Dry 3 Volume of Air Voids: 118.9 cm^3
Wet 1 Volume of Air Voids: 115.3 cm^3
Wet 2 Volume of Air Voids: 118.8 cm^3
Wet 3 Volume of Air Voids: 118.8 cm^3
Wet 1 Minimum Saturated Mass: 3831.3 g
Wet 2 Minimum Saturated Mass: 3836.7 g
Wet 3 Minimum Saturated Mass: 3834.4 g
Wet 1 Maximum Saturated Mass: 3842.8 g
Wet 2 Maximum Saturated Mass: 3848.5 g
Wet 3 Maximum Saturated Mass: 3846.2 g
Wet 1 Volume (Conditioned): 1604.4 cm^3
Wet 2 Volume (Conditioned): 1606.7 cm^3
Wet 3 Volume (Conditioned): 1606.7 cm^3
Wet 1 Volume of Absorbed Water: 84.2 cm^3
Wet 2 Volume of Absorbed Water: 85.4 cm^3
Wet 3 Volume of Absorbed Water: 85.9 cm^3
Wet 1 Percent Saturation: 73 %
Wet 2 Percent Saturation: 72 %
Wet 3 Percent Saturation: 72 %
Wet 1 Percent Swell: 0.2 %
Wet 2 Percent Swell: 0.1 %
Wet 3 Percent Swell: 0.1 %
Dry Tensile Strength, 1: 874 kPa
Dry Tensile Strength, 2: 864 kPa
Dry Tensile Strength, 3: 892 kPa
Wet Tensile Strength, 1: 873 kPa
Wet Tensile Strength, 2: 895 kPa
Wet Tensile Strength, 3: 886 kPa
Average Dry Tensile Strength: 127 psi
Average Wet Tensile Strength: 128 psi
Tensile Strength Ratio:1.01
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/19/2021