Summary for Test 2021-06-21-71-5

Test performed: AASHTO T283-14

Project Information

Project IdentifiersProject ID: 212245
DEA: 024F8604
EFIS: 0213000043
DIST-CO-RTE-PM02-TRI-36-26.7/27.1
Award Date11/02/2018
Closeout Date05/23/2022
Work DescriptionROADWAY REALIGNMENT AND NEW BRIDGE CONSTRUCTION
Location DescriptionTRINITY COUNTY ABOUT 9 MILES EAST OF FOREST GLEN FROM 0.6 MILE WEST TO 0.1 MILE WEST OF ROUTE 3
QA Service Level1 (Verified on 03/21/2017)

Sample Information

Sample Taken Date06/21/2021 Sample Unique Key71
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 testing06/21/2021
Sample typeAcceptance A brief description of the sampleLime Treated 3/4-inch Type A HMA (eq. PG 64-28 M) with 23.6% 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 byUnknown Last name of sampler or witnessed byUnknown
Title of sampler Telephone number of sampler
Laboratory sample identificationD78850 Linked DIME Sample ID
The fabricator/manufacturer/facility nameJF Shea Construction - Fawndale Rock and Asphalt - Redding, CA Transportation Laboratory (TL) Number823530
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 Design ID

Test Details

DIME Sample ID: 2021-06-21-71
DIME Test ID: 2021-06-21-71-5
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: 2022-01-27

Test Results


Input Type: Measured
Tester's full name: Colt Sweeny and T.McCormick
Date of test: 07/01/2021
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: 95.0 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: 3906.3 g
Dry 2 Dry Mass in Air: 3902.5 g
Dry 3 Dry Mass in Air: 3903.3 g
Wet 1 Dry Mass in Air: 3903.2 g
Wet 2 Dry Mass in Air: 3903.0 g
Wet 3 Dry Mass in Air: 3903.0 g
Dry 1 SSD Mass: 3923.7 g
Dry 2 SSD Mass: 3919.0 g
Dry 3 SSD Mass: 3920.1 g
Wet 1 SSD Mass: 3919.7 g
Wet 2 SSD Mass: 3919.2 g
Wet 3 SSD Mass: 3922.6 g
Dry 1 Mass in Water: 2294.8 g
Dry 2 Mass in Water: 2289.4 g
Dry 3 Mass in Water: 2299.9 g
Wet 1 Mass in Water: 2292.9 g
Wet 2 Mass in Water: 2294.3 g
Wet 3 Mass in Water: 2297.1 g
Dry 1 Maximum Specific Gravity: 2.576
Dry 2 Maximum Specific Gravity: 2.576
Dry 3 Maximum Specific Gravity: 2.576
Wet 1 Maximum Specific Gravity: 2.576
Wet 2 Maximum Specific Gravity: 2.576
Wet 3 Maximum Specific Gravity: 2.576
Load (Dry) 1: 22935 N
Load (Dry) 2: 21160 N
Load (Dry) 3: 21160 N
Load (Wet) 1: 16249 N
Load (Wet) 2: 17393 N
Load (Wet) 3: 17664 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: 39
Dry 2 Cracked / Broken Aggregate: 39
Dry 3 Cracked / Broken Aggregate: 37
Wet 1 Cracked / Broken Aggregate: 14
Wet 2 Cracked / Broken Aggregate: 11
Wet 3 Cracked / Broken Aggregate: 12
Dry 1 Soft Aggregate: 1
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): 3982.1 g
Wet 2 SSD Mass (Conditioned): 3979.9 g
Wet 3 SSD Mass (Conditioned): 3990.5 g
Wet 1 Mass in Water (Conditioned): 2356.0 g
Wet 2 Mass in Water (Conditioned): 2355.8 g
Wet 3 Mass in Water (Conditioned): 2365.0 g
Wet 1 Absolute Pressure (Manometer): 141 mmHg
Wet 2 Absolute Pressure (Manometer): 125 mmHg
Wet 3 Absolute Pressure (Manometer): 107 mmHg
Wet 1 Partial Pressure (Vacuum Gauge): 23 inHg
Wet 2 Partial Pressure (Vacuum Gauge): 24 inHg
Wet 3 Partial Pressure (Vacuum Gauge): 25 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: 94.8 mm
Wet 3 Thickness after conditioning: 94.8 mm
Dry 1 Volume: 1628.9 cm^3
Dry 2 Volume: 1629.6 cm^3
Dry 3 Volume: 1620.2 cm^3
Wet 1 Volume: 1626.8 cm^3
Wet 2 Volume: 1624.9 cm^3
Wet 3 Volume: 1625.5 cm^3
Dry 1 Bulk Specific Gravity: 2.398
Dry 2 Bulk Specific Gravity: 2.395
Dry 3 Bulk Specific Gravity: 2.409
Wet 1 Bulk Specific Gravity: 2.399
Wet 2 Bulk Specific Gravity: 2.402
Wet 3 Bulk Specific Gravity: 2.401
Dry 1 Percent Air Voids: 6.9 %
Dry 2 Percent Air Voids: 7.0 %
Dry 3 Percent Air Voids: 6.5 %
Wet 1 Percent Air Voids: 6.9 %
Wet 2 Percent Air Voids: 6.8 %
Wet 3 Percent Air Voids: 6.8 %
Dry 1 Volume of Air Voids: 112.4 cm^3
Dry 2 Volume of Air Voids: 114.1 cm^3
Dry 3 Volume of Air Voids: 105.3 cm^3
Wet 1 Volume of Air Voids: 112.2 cm^3
Wet 2 Volume of Air Voids: 110.5 cm^3
Wet 3 Volume of Air Voids: 110.5 cm^3
Wet 1 Minimum Saturated Mass: 3981.7 g
Wet 2 Minimum Saturated Mass: 3980.4 g
Wet 3 Minimum Saturated Mass: 3980.4 g
Wet 1 Maximum Saturated Mass: 3993 g
Wet 2 Maximum Saturated Mass: 3991.4 g
Wet 3 Maximum Saturated Mass: 3991.4 g
Wet 1 Volume (Conditioned): 1626.1 cm^3
Wet 2 Volume (Conditioned): 1624.1 cm^3
Wet 3 Volume (Conditioned): 1625.5 cm^3
Wet 1 Volume of Absorbed Water: 78.9 cm^3
Wet 2 Volume of Absorbed Water: 76.9 cm^3
Wet 3 Volume of Absorbed Water: 87.5 cm^3
Wet 1 Percent Saturation: 70 %
Wet 2 Percent Saturation: 70 %
Wet 3 Percent Saturation: 79 %
Wet 1 Percent Swell: 0 %
Wet 2 Percent Swell: 0 %
Wet 3 Percent Swell: 0 %
Dry Tensile Strength, 1: 1026 kPa
Dry Tensile Strength, 2: 945 kPa
Dry Tensile Strength, 3: 947 kPa
Wet Tensile Strength, 1: 727 kPa
Wet Tensile Strength, 2: 779 kPa
Wet Tensile Strength, 3: 791 kPa
Average Dry Tensile Strength: 141 psi
Average Wet Tensile Strength: 111 psi
Tensile Strength Ratio:0.79
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 1/27/2022