Summary for Test 2020-03-26-23-6

Test performed: AASHTO T283-14

Project Information

Project IdentifiersProject ID: 214190
DEA: 024G41U4
EFIS: 0218000047
DIST-CO-RTE-PM02-SIS,SIS-5-Var
Award Date08/26/2019
Closeout Date11/24/2021
Work DescriptionREPLACE REINFORCED CONCRETE BRIDGES & CONSTRUCT RETAINING WALL.
Location DescriptionSHASTA AND SISKIYOU COUNTIES ABOUT 7 MILES NORTH OF POLLARD FLAT FROM 0.8 MILE SOUTH TO 0.7 MILE NORTH OF SIMS ROAD UNDERCROSSING AND FROM 0.6 MILE SOUTH OF CASTLE CRAGS DRIVE UNDERCROSSING TO 0.2 MILE SOUTH OF SOUTH DUNSMUIR UNDERCROSSING
QA Service Level1 (Verified on 07/09/2019)

Sample Information

Sample Taken Date03/26/2020 Sample Unique Key23
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 testing03/27/2020
Sample typeVerification A brief description of the sample3/4-inch Type A HMA (eq. PG 64-28 M)
The quantity of what the sample constitutesProduction Start-Up Evaluation From where was the sample collectedManufacturer
First name of sampler or witnessed byKaren Last name of sampler or witnessed bySpliethof
Title of samplerTET Telephone number of sampler
Laboratory sample identificationD78367 Linked DIME Sample ID
The fabricator/manufacturer/facility nameFawndale Rock and Asphalt - Redding, CA Transportation Laboratory (TL) Number897554
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 Mix NumberNot set

Test Details

DIME Sample ID: 2020-03-26-23
DIME Test ID: 2020-03-26-23-6
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: 2020-04-28

Test Results


Input Type: Measured
Tester's full name: Darrell Valasek
Date of test: 04/07/2020
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: 94.9 mm
Dry 3 Thickness: 94.9 mm
Wet 1 Thickness: 94.9 mm
Wet 2 Thickness: 94.9 mm
Wet 3 Thickness: 94.9 mm
Dry 1 Dry Mass in Air: 3823.1 g
Dry 2 Dry Mass in Air: 3823.6 g
Dry 3 Dry Mass in Air: 3823.6 g
Wet 1 Dry Mass in Air: 3824.3 g
Wet 2 Dry Mass in Air: 3824.3 g
Wet 3 Dry Mass in Air: 3824.2 g
Dry 1 SSD Mass: 3856.5 g
Dry 2 SSD Mass: 3855.3 g
Dry 3 SSD Mass: 3858.3 g
Wet 1 SSD Mass: 3861.3 g
Wet 2 SSD Mass: 3859.3 g
Wet 3 SSD Mass: 3855.3 g
Dry 1 Mass in Water: 2240.1 g
Dry 2 Mass in Water: 2232.5 g
Dry 3 Mass in Water: 2244.4 g
Wet 1 Mass in Water: 2240.5 g
Wet 2 Mass in Water: 2238.3 g
Wet 3 Mass in Water: 2240.2 g
Dry 1 Maximum Specific Gravity: 2.547
Dry 2 Maximum Specific Gravity: 2.547
Dry 3 Maximum Specific Gravity: 2.547
Wet 1 Maximum Specific Gravity: 2.547
Wet 2 Maximum Specific Gravity: 2.547
Wet 3 Maximum Specific Gravity: 2.547
Load (Dry) 1: 26560 N
Load (Dry) 2: 25101 N
Load (Dry) 3: 25506 N
Load (Wet) 1: 25075 N
Load (Wet) 2: 24977 N
Load (Wet) 3: 25671 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: 57
Dry 2 Cracked / Broken Aggregate: 45
Dry 3 Cracked / Broken Aggregate: 62
Wet 1 Cracked / Broken Aggregate: 60
Wet 2 Cracked / Broken Aggregate: 44
Wet 3 Cracked / Broken Aggregate: 58
Dry 1 Soft Aggregate: 0
Dry 2 Soft Aggregate: 1
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): 3910.0 g
Wet 2 SSD Mass (Conditioned): 3910.3 g
Wet 3 SSD Mass (Conditioned): 3907.5 g
Wet 1 Mass in Water (Conditioned): 2283.8 g
Wet 2 Mass in Water (Conditioned): 2282.2 g
Wet 3 Mass in Water (Conditioned): 2288.2 g
Wet 1 Absolute Pressure (Manometer): 239 mmHg
Wet 2 Absolute Pressure (Manometer): 236 mmHg
Wet 3 Absolute Pressure (Manometer): 191 mmHg
Wet 1 Partial Pressure (Vacuum Gauge): 20 inHg
Wet 2 Partial Pressure (Vacuum Gauge): 20 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: 95.1 mm
Wet 2 Thickness after conditioning: 94.8 mm
Wet 3 Thickness after conditioning: 94.9 mm
Dry 1 Volume: 1616.4 cm^3
Dry 2 Volume: 1622.8 cm^3
Dry 3 Volume: 1613.9 cm^3
Wet 1 Volume: 1620.8 cm^3
Wet 2 Volume: 1621.0 cm^3
Wet 3 Volume: 1615.1 cm^3
Dry 1 Bulk Specific Gravity: 2.365
Dry 2 Bulk Specific Gravity: 2.356
Dry 3 Bulk Specific Gravity: 2.369
Wet 1 Bulk Specific Gravity: 2.36
Wet 2 Bulk Specific Gravity: 2.359
Wet 3 Bulk Specific Gravity: 2.368
Dry 1 Percent Air Voids: 7.1 %
Dry 2 Percent Air Voids: 7.5 %
Dry 3 Percent Air Voids: 7.0 %
Wet 1 Percent Air Voids: 7.3 %
Wet 2 Percent Air Voids: 7.4 %
Wet 3 Percent Air Voids: 7.0 %
Dry 1 Volume of Air Voids: 114.8 cm^3
Dry 2 Volume of Air Voids: 121.7 cm^3
Dry 3 Volume of Air Voids: 113.0 cm^3
Wet 1 Volume of Air Voids: 118.3 cm^3
Wet 2 Volume of Air Voids: 120.0 cm^3
Wet 3 Volume of Air Voids: 113.1 cm^3
Wet 1 Minimum Saturated Mass: 3907.1 g
Wet 2 Minimum Saturated Mass: 3908.3 g
Wet 3 Minimum Saturated Mass: 3903.4 g
Wet 1 Maximum Saturated Mass: 3918.9 g
Wet 2 Maximum Saturated Mass: 3920.3 g
Wet 3 Maximum Saturated Mass: 3914.7 g
Wet 1 Volume (Conditioned): 1626.2 cm^3
Wet 2 Volume (Conditioned): 1628.1 cm^3
Wet 3 Volume (Conditioned): 1619.3 cm^3
Wet 1 Volume of Absorbed Water: 85.7 cm^3
Wet 2 Volume of Absorbed Water: 86 cm^3
Wet 3 Volume of Absorbed Water: 83.3 cm^3
Wet 1 Percent Saturation: 72 %
Wet 2 Percent Saturation: 72 %
Wet 3 Percent Saturation: 74 %
Wet 1 Percent Swell: 0.3 %
Wet 2 Percent Swell: 0.4 %
Wet 3 Percent Swell: 0.3 %
Dry Tensile Strength, 1: 1188 kPa
Dry Tensile Strength, 2: 1123 kPa
Dry Tensile Strength, 3: 1141 kPa
Wet Tensile Strength, 1: 1119 kPa
Wet Tensile Strength, 2: 1118 kPa
Wet Tensile Strength, 3: 1148 kPa
Average Dry Tensile Strength: 167 psi
Average Wet Tensile Strength: 164 psi
Tensile Strength Ratio: 0.98
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/28/2020