Summary for Test 2022-03-17-36-6

Test performed: AASHTO T283-14

Project Information

Project IdentifiersProject ID: 66667
DEA: JMFPP
EFIS: 0019000043
DIST-CO-RTE-PM59---
Award DateNot set
Closeout DateNot set
Work DescriptionSpecial project for submitting Sample information for JMF Prequalification Program.
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date03/17/2022 Sample Unique Key36
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 testing03/21/2022
Sample typeVerification A brief description of the sample16 boxes of Treated 3/4-inch Type A HMA (eq. PG 64-28 M) with 24 RAP and virgin PG 58-34 M (Valero – Benicia)
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byClint Last name of sampler or witnessed byRoger
Title of samplerTET Telephone number of sampler
Laboratory sample identificationD79007 Linked DIME Sample ID
The fabricator/manufacturer/facility nameTullis - Northstate Asphalt - Redding, CA Transportation Laboratory (TL) Number708108
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 JMF3513-2022-2

Test Details

DIME Sample ID: 2022-03-17-36
DIME Test ID: 2022-03-17-36-6
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: 2022-05-24

Test Results


Input Type: Measured
Tester's full name: Darrell Valasek
Date of test: 03/30/2022
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: 95.0 mm
Dry 3 Thickness: 94.9 mm
Wet 1 Thickness: 94.9 mm
Wet 2 Thickness: 94.9 mm
Wet 3 Thickness: 95.0 mm
Dry 1 Dry Mass in Air: 3738.2 g
Dry 2 Dry Mass in Air: 3764.0 g
Dry 3 Dry Mass in Air: 3765.7 g
Wet 1 Dry Mass in Air: 3766.6 g
Wet 2 Dry Mass in Air: 3765.6 g
Wet 3 Dry Mass in Air: 3765.9 g
Dry 1 SSD Mass: 3769.6 g
Dry 2 SSD Mass: 3791.5 g
Dry 3 SSD Mass: 3788.9 g
Wet 1 SSD Mass: 3792.4 g
Wet 2 SSD Mass: 3790.2 g
Wet 3 SSD Mass: 3794.6 g
Dry 1 Mass in Water: 2161.6 g
Dry 2 Mass in Water: 2182.2 g
Dry 3 Mass in Water: 2180.2 g
Wet 1 Mass in Water: 2179.4 g
Wet 2 Mass in Water: 2181.1 g
Wet 3 Mass in Water: 2179.6 g
Dry 1 Maximum Specific Gravity: 2.504
Dry 2 Maximum Specific Gravity: 2.504
Dry 3 Maximum Specific Gravity: 2.504
Wet 1 Maximum Specific Gravity: 2.504
Wet 2 Maximum Specific Gravity: 2.504
Wet 3 Maximum Specific Gravity: 2.504
Load (Dry) 1: 22735 N
Load (Dry) 2: 22148 N
Load (Dry) 3: 21912 N
Load (Wet) 1: 20693 N
Load (Wet) 2: 20582 N
Load (Wet) 3: 20417 N
Dry 1 Visual Moisture Damage: 0
Dry 2 Visual Moisture Damage: 0
Dry 3 Visual Moisture Damage: 0
Wet 1 Visual Moisture Damage: 1
Wet 2 Visual Moisture Damage: 1
Wet 3 Visual Moisture Damage: 1
Dry 1 Cracked / Broken Aggregate: 25
Dry 2 Cracked / Broken Aggregate: 25
Dry 3 Cracked / Broken Aggregate: 30
Wet 1 Cracked / Broken Aggregate: 19
Wet 2 Cracked / Broken Aggregate: 15
Wet 3 Cracked / Broken Aggregate: 17
Dry 1 Soft Aggregate: 1
Dry 2 Soft Aggregate: 0
Dry 3 Soft Aggregate: 1
Wet 1 Soft Aggregate: 0
Wet 2 Soft Aggregate: 1
Wet 3 Soft Aggregate: 0
Wet 1 SSD Mass (Conditioned): 3843.3 g
Wet 2 SSD Mass (Conditioned): 3844.4 g
Wet 3 SSD Mass (Conditioned): 3850.2 g
Wet 1 Mass in Water (Conditioned): 2231.1 g
Wet 2 Mass in Water (Conditioned): 2236.1 g
Wet 3 Mass in Water (Conditioned): 2233.8 g
Wet 1 Absolute Pressure (Manometer): 202 mmHg
Wet 2 Absolute Pressure (Manometer): 124 mmHg
Wet 3 Absolute Pressure (Manometer): 222 mmHg
Wet 1 Partial Pressure (Vacuum Gauge): 21 inHg
Wet 2 Partial Pressure (Vacuum Gauge): 23 inHg
Wet 3 Partial Pressure (Vacuum Gauge): 20 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: 94.8 mm
Wet 2 Thickness after conditioning: 95.1 mm
Wet 3 Thickness after conditioning: 94.8 mm
Dry 1 Volume: 1608.0 cm^3
Dry 2 Volume: 1609.3 cm^3
Dry 3 Volume: 1608.7 cm^3
Wet 1 Volume: 1613.0 cm^3
Wet 2 Volume: 1609.1 cm^3
Wet 3 Volume: 1615.0 cm^3
Dry 1 Bulk Specific Gravity: 2.325
Dry 2 Bulk Specific Gravity: 2.339
Dry 3 Bulk Specific Gravity: 2.341
Wet 1 Bulk Specific Gravity: 2.335
Wet 2 Bulk Specific Gravity: 2.34
Wet 3 Bulk Specific Gravity: 2.332
Dry 1 Percent Air Voids: 7.1 %
Dry 2 Percent Air Voids: 6.6 %
Dry 3 Percent Air Voids: 6.5 %
Wet 1 Percent Air Voids: 6.7 %
Wet 2 Percent Air Voids: 6.5 %
Wet 3 Percent Air Voids: 6.9 %
Dry 1 Volume of Air Voids: 114.2 cm^3
Dry 2 Volume of Air Voids: 106.2 cm^3
Dry 3 Volume of Air Voids: 104.6 cm^3
Wet 1 Volume of Air Voids: 108.1 cm^3
Wet 2 Volume of Air Voids: 104.6 cm^3
Wet 3 Volume of Air Voids: 111.4 cm^3
Wet 1 Minimum Saturated Mass: 3842.3 g
Wet 2 Minimum Saturated Mass: 3838.8 g
Wet 3 Minimum Saturated Mass: 3843.9 g
Wet 1 Maximum Saturated Mass: 3853.1 g
Wet 2 Maximum Saturated Mass: 3849.3 g
Wet 3 Maximum Saturated Mass: 3855 g
Wet 1 Volume (Conditioned): 1612.2 cm^3
Wet 2 Volume (Conditioned): 1608.3 cm^3
Wet 3 Volume (Conditioned): 1616.4 cm^3
Wet 1 Volume of Absorbed Water: 76.7 cm^3
Wet 2 Volume of Absorbed Water: 78.8 cm^3
Wet 3 Volume of Absorbed Water: 84.3 cm^3
Wet 1 Percent Saturation: 71 %
Wet 2 Percent Saturation: 75 %
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: 1017 kPa
Dry Tensile Strength, 2: 989 kPa
Dry Tensile Strength, 3: 980 kPa
Wet Tensile Strength, 1: 926 kPa
Wet Tensile Strength, 2: 919 kPa
Wet Tensile Strength, 3: 914 kPa
Average Dry Tensile Strength: 144 psi
Average Wet Tensile Strength: 133 psi
Tensile Strength Ratio:0.92
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/24/2022