Test 2021-05-11-29-5 (AASHTO T283-14) Summary

Project Information
Project IdentifiersProject ID: 215252
DEA: 021J4704
EFIS: 0220000082
DIST-CO-RTE-PM02-TRI-3-46.7/49.8,63.8/67.704
Work DescriptionHMA OVERLAY, REPLACE AC SURFACING AND SHOULDER BACKING.
Location DescriptionTRINITY COUNTY NEAR TRINITY CENTER FROM 0.7 MILE NORTH OF CEDAR STOCK ROAD TO DIENER MINE VIADUCT AND FROM 2.3 MILES NORTH OF EL DORADO WAY TO COFFEE CREEK BRIDGE NO. 05-0060
Sample Information
Sample Taken Date5/11/2021 Sample Unique Key29
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 testing5/11/2021
Sample typeAcceptance A brief description of the sampleTreated 3/4-inch Type A HMA (eq. PG 64-16)
The quantity of what the sample constitutesProduction Start-Up Evaluation From where was the sample collectedManufacturer
First name of sampler or witnessed byCindy Last name of sampler or witnessed byBryant
Title of sampler Laboratory sample identificationD78793
The fabricator/manufacturer/facility nameJ F Shea Construction - Fawndale Rock and Asphalt - Redding, CA Transportation Laboratory (TL) Number768791
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: 2021-05-11-29
DIME Test ID: 2021-05-11-29-5
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: 2021-07-13
Test Results

Input Type: Measured
Tester's full name: Valasek, Sweeny, McCormick
Date of test: 05/27/2021
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: 94.9 mm
Wet 1 Thickness: 95.1 mm
Wet 2 Thickness: 95.0 mm
Wet 3 Thickness: 94.9 mm
Dry 1 Dry Mass in Air: 3880.1 g
Dry 2 Dry Mass in Air: 3881.4 g
Dry 3 Dry Mass in Air: 3881.2 g
Wet 1 Dry Mass in Air: 3881.2 g
Wet 2 Dry Mass in Air: 3880.4 g
Wet 3 Dry Mass in Air: 3881.4 g
Dry 1 SSD Mass: 3906.2 g
Dry 2 SSD Mass: 3909.9 g
Dry 3 SSD Mass: 3914.0 g
Wet 1 SSD Mass: 3910.2 g
Wet 2 SSD Mass: 3904.9 g
Wet 3 SSD Mass: 3913.4 g
Dry 1 Mass in Water: 2282.4 g
Dry 2 Mass in Water: 2287.0 g
Dry 3 Mass in Water: 2288.0 g
Wet 1 Mass in Water: 2284.0 g
Wet 2 Mass in Water: 2286.2 g
Wet 3 Mass in Water: 2286.5 g
Dry 1 Maximum Specific Gravity: 2.569
Dry 2 Maximum Specific Gravity: 2.569
Dry 3 Maximum Specific Gravity: 2.569
Wet 1 Maximum Specific Gravity: 2.569
Wet 2 Maximum Specific Gravity: 2.569
Wet 3 Maximum Specific Gravity: 2.569
Load (Dry) 1: 30871 N
Load (Dry) 2: 30297 N
Load (Dry) 3: 29487 N
Load (Wet) 1: 24977 N
Load (Wet) 2: 25995 N
Load (Wet) 3: 25181 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: 1
Wet 3 Visual Moisture Damage: 0
Dry 1 Cracked / Broken Aggregate: 39
Dry 2 Cracked / Broken Aggregate: 34
Dry 3 Cracked / Broken Aggregate: 30
Wet 1 Cracked / Broken Aggregate: 23
Wet 2 Cracked / Broken Aggregate: 29
Wet 3 Cracked / Broken Aggregate: 32
Dry 1 Soft Aggregate: 0
Dry 2 Soft Aggregate: 2
Dry 3 Soft Aggregate: 1
Wet 1 Soft Aggregate: 2
Wet 2 Soft Aggregate: 0
Wet 3 Soft Aggregate: 2
Wet 1 SSD Mass (Conditioned): 3962.5 g
Wet 2 SSD Mass (Conditioned): 3959.3 g
Wet 3 SSD Mass (Conditioned): 3970.2 g
Wet 1 Mass in Water (Conditioned): 2336.3 g
Wet 2 Mass in Water (Conditioned): 2340.6 g
Wet 3 Mass in Water (Conditioned): 2343.2 g
Wet 1 Absolute Pressure (Manometer): 202 mmHg
Wet 2 Absolute Pressure (Manometer): 143 mmHg
Wet 3 Absolute Pressure (Manometer): 174 mmHg
Wet 1 Partial Pressure (Vacuum Gauge): 21 inHg
Wet 2 Partial Pressure (Vacuum Gauge): 23 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: 94.9 mm
Wet 2 Thickness after conditioning: 95 mm
Wet 3 Thickness after conditioning: 94.9 mm
Dry 1 Volume: 1623.8 cm^3
Dry 2 Volume: 1622.9 cm^3
Dry 3 Volume: 1626.0 cm^3
Wet 1 Volume: 1626.2 cm^3
Wet 2 Volume: 1618.7 cm^3
Wet 3 Volume: 1626.9 cm^3
Dry 1 Bulk Specific Gravity: 2.39
Dry 2 Bulk Specific Gravity: 2.392
Dry 3 Bulk Specific Gravity: 2.387
Wet 1 Bulk Specific Gravity: 2.387
Wet 2 Bulk Specific Gravity: 2.397
Wet 3 Bulk Specific Gravity: 2.386
Dry 1 Percent Air Voids: 7.0 %
Dry 2 Percent Air Voids: 6.9 %
Dry 3 Percent Air Voids: 7.1 %
Wet 1 Percent Air Voids: 7.1 %
Wet 2 Percent Air Voids: 6.7 %
Wet 3 Percent Air Voids: 7.1 %
Dry 1 Volume of Air Voids: 113.7 cm^3
Dry 2 Volume of Air Voids: 112.0 cm^3
Dry 3 Volume of Air Voids: 115.4 cm^3
Wet 1 Volume of Air Voids: 115.5 cm^3
Wet 2 Volume of Air Voids: 108.5 cm^3
Wet 3 Volume of Air Voids: 115.5 cm^3
Wet 1 Minimum Saturated Mass: 3962 g
Wet 2 Minimum Saturated Mass: 3956.4 g
Wet 3 Minimum Saturated Mass: 3962.3 g
Wet 1 Maximum Saturated Mass: 3973.6 g
Wet 2 Maximum Saturated Mass: 3967.2 g
Wet 3 Maximum Saturated Mass: 3973.8 g
Wet 1 Volume (Conditioned): 1626.2 cm^3
Wet 2 Volume (Conditioned): 1618.7 cm^3
Wet 3 Volume (Conditioned): 1627.0 cm^3
Wet 1 Volume of Absorbed Water: 81.3 cm^3
Wet 2 Volume of Absorbed Water: 78.9 cm^3
Wet 3 Volume of Absorbed Water: 88.8 cm^3
Wet 1 Percent Saturation: 70 %
Wet 2 Percent Saturation: 73 %
Wet 3 Percent Saturation: 77 %
Wet 1 Percent Swell: 0 %
Wet 2 Percent Swell: 0 %
Wet 3 Percent Swell: 0 %
Dry Tensile Strength, 1: 1379 kPa
Dry Tensile Strength, 2: 1355 kPa
Dry Tensile Strength, 3: 1319 kPa
Wet Tensile Strength, 1: 1117 kPa
Wet Tensile Strength, 2: 1161 kPa
Wet Tensile Strength, 3: 1126 kPa
Average Dry Tensile Strength: 196 psi
Average Wet Tensile Strength: 165 psi
Tensile Strength Ratio:0.84
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Test was verified on 07/13/2021