Summary for Test 2021-11-11-25-5

Test performed: AASHTO T283-14

Project Information

Project IdentifiersProject ID: 215601
DEA: 024H3404
EFIS: 0218000109
DIST-CO-RTE-PM02-TRI-299-5.2/5.7
Award Date05/14/2021
Closeout Date05/02/2022
Work DescriptionINSTALL LEFT TURN LANE.
Location DescriptionTRINITY COUNTY NEAR SALYER FROM 0.3 MILE WEST OF DENNY ROAD TO 0.2 MILE WEST OF PONY BAR CREEK BRIDGE
QA Service Level1 (Verified on 03/29/2021)

Sample Information

Sample Taken Date11/11/2021 Sample Unique Key25
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 testing11/13/2021
Sample typeAcceptance A brief description of the sampleLime Treated 1/2-Inch Type A HMA (PG 64-28 M) with binder 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 byMercer Fraser QC Last name of sampler or witnessed byMercer Fraser QC
Title of samplerQC Telephone number of sampler
Laboratory sample identificationD78976 Linked DIME Sample ID
The fabricator/manufacturer/facility nameMercer-Fraser - Willow Creek Plant - Willow Creek, CA Transportation Laboratory (TL) Number695660
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 Grading1/2 inch Lot numberUnknown
Sublot numberUnknown HMA Design ID

Test Details

DIME Sample ID: 2021-11-11-25
DIME Test ID: 2021-11-11-25-5
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: 2021-12-02

Test Results


Input Type: Measured
Tester's full name: Darrell Valasek
Date of test: 12/01/2021
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: 95.0 mm
Dry 2 Thickness: 94.9 mm
Dry 3 Thickness: 94.8 mm
Wet 1 Thickness: 94.9 mm
Wet 2 Thickness: 95.0 mm
Wet 3 Thickness: 94.9 mm
Dry 1 Dry Mass in Air: 3983.1 g
Dry 2 Dry Mass in Air: 3982.9 g
Dry 3 Dry Mass in Air: 3982.9 g
Wet 1 Dry Mass in Air: 3982.5 g
Wet 2 Dry Mass in Air: 3982.2 g
Wet 3 Dry Mass in Air: 3983.7 g
Dry 1 SSD Mass: 4013.7 g
Dry 2 SSD Mass: 4015.5 g
Dry 3 SSD Mass: 4015.0 g
Wet 1 SSD Mass: 4015.4 g
Wet 2 SSD Mass: 4008.3 g
Wet 3 SSD Mass: 4017.1 g
Dry 1 Mass in Water: 2387.0 g
Dry 2 Mass in Water: 2398.4 g
Dry 3 Mass in Water: 2393.5 g
Wet 1 Mass in Water: 2397.0 g
Wet 2 Mass in Water: 2385.4 g
Wet 3 Mass in Water: 2391.7 g
Dry 1 Maximum Specific Gravity: 2.633
Dry 2 Maximum Specific Gravity: 2.633
Dry 3 Maximum Specific Gravity: 2.633
Wet 1 Maximum Specific Gravity: 2.633
Wet 2 Maximum Specific Gravity: 2.633
Wet 3 Maximum Specific Gravity: 2.633
Load (Dry) 1: 19163 N
Load (Dry) 2: 19287 N
Load (Dry) 3: 18785 N
Load (Wet) 1: 14964 N
Load (Wet) 2: 16632 N
Load (Wet) 3: 16690 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: 0
Dry 1 Cracked / Broken Aggregate: 29
Dry 2 Cracked / Broken Aggregate: 32
Dry 3 Cracked / Broken Aggregate: 33
Wet 1 Cracked / Broken Aggregate: 27
Wet 2 Cracked / Broken Aggregate: 30
Wet 3 Cracked / Broken Aggregate: 33
Dry 1 Soft Aggregate: 0
Dry 2 Soft Aggregate: 0
Dry 3 Soft Aggregate: 0
Wet 1 Soft Aggregate: 1
Wet 2 Soft Aggregate: 0
Wet 3 Soft Aggregate: 0
Wet 1 SSD Mass (Conditioned): 4065.0 g
Wet 2 SSD Mass (Conditioned): 4065.1 g
Wet 3 SSD Mass (Conditioned): 4066.4 g
Wet 1 Mass in Water (Conditioned): 2444.5 g
Wet 2 Mass in Water (Conditioned): 2439.7 g
Wet 3 Mass in Water (Conditioned): 2436.6 g
Wet 1 Absolute Pressure (Manometer): 192 mmHg
Wet 2 Absolute Pressure (Manometer): 211 mmHg
Wet 3 Absolute Pressure (Manometer): 214 mmHg
Wet 1 Partial Pressure (Vacuum Gauge): 22 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: 95 mm
Wet 2 Thickness after conditioning: 95 mm
Wet 3 Thickness after conditioning: 94.9 mm
Dry 1 Volume: 1626.7 cm^3
Dry 2 Volume: 1617.1 cm^3
Dry 3 Volume: 1621.5 cm^3
Wet 1 Volume: 1618.4 cm^3
Wet 2 Volume: 1622.9 cm^3
Wet 3 Volume: 1625.4 cm^3
Dry 1 Bulk Specific Gravity: 2.449
Dry 2 Bulk Specific Gravity: 2.463
Dry 3 Bulk Specific Gravity: 2.456
Wet 1 Bulk Specific Gravity: 2.461
Wet 2 Bulk Specific Gravity: 2.454
Wet 3 Bulk Specific Gravity: 2.451
Dry 1 Percent Air Voids: 7.0 %
Dry 2 Percent Air Voids: 6.5 %
Dry 3 Percent Air Voids: 6.7 %
Wet 1 Percent Air Voids: 6.5 %
Wet 2 Percent Air Voids: 6.8 %
Wet 3 Percent Air Voids: 6.9 %
Dry 1 Volume of Air Voids: 113.9 cm^3
Dry 2 Volume of Air Voids: 105.1 cm^3
Dry 3 Volume of Air Voids: 108.6 cm^3
Wet 1 Volume of Air Voids: 105.2 cm^3
Wet 2 Volume of Air Voids: 110.4 cm^3
Wet 3 Volume of Air Voids: 112.2 cm^3
Wet 1 Minimum Saturated Mass: 4056.1 g
Wet 2 Minimum Saturated Mass: 4059.5 g
Wet 3 Minimum Saturated Mass: 4062.2 g
Wet 1 Maximum Saturated Mass: 4066.7 g
Wet 2 Maximum Saturated Mass: 4070.5 g
Wet 3 Maximum Saturated Mass: 4073.5 g
Wet 1 Volume (Conditioned): 1620.5 cm^3
Wet 2 Volume (Conditioned): 1625.4 cm^3
Wet 3 Volume (Conditioned): 1629.8 cm^3
Wet 1 Volume of Absorbed Water: 82.5 cm^3
Wet 2 Volume of Absorbed Water: 82.9 cm^3
Wet 3 Volume of Absorbed Water: 82.7 cm^3
Wet 1 Percent Saturation: 78 %
Wet 2 Percent Saturation: 75 %
Wet 3 Percent Saturation: 74 %
Wet 1 Percent Swell: 0.1 %
Wet 2 Percent Swell: 0.2 %
Wet 3 Percent Swell: 0.3 %
Dry Tensile Strength, 1: 856 kPa
Dry Tensile Strength, 2: 863 kPa
Dry Tensile Strength, 3: 841 kPa
Wet Tensile Strength, 1: 669 kPa
Wet Tensile Strength, 2: 743 kPa
Wet Tensile Strength, 3: 746 kPa
Average Dry Tensile Strength: 124 psi
Average Wet Tensile Strength: 104 psi
Tensile Strength Ratio:0.84
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/2/2021