Summary for Test 2021-05-19-41-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 215252 DEA: 021J4704 EFIS: 0220000082 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-3-46.7/49.8,63.8/67.704 |
| Award Date | 12/18/2020 |
| Closeout Date | 09/30/2021 |
| Work Description | HMA OVERLAY, REPLACE AC SURFACING AND SHOULDER BACKING. |
| Location Description | TRINITY 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 |
| QA Service Level | 1 (Verified on 10/30/2020) |
Sample Information
| Sample Taken Date | 05/19/2021 | Sample Unique Key | 41 |
|---|---|---|---|
| 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 testing | 05/19/2021 |
| Sample type | Acceptance | A brief description of the sample | Treated 3/8-inch Type A HMA (eq. PG 64-28 M) with 25.0% RAP |
| The quantity of what the sample constitutes | Production Start-Up Evaluation | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Darrell | Last name of sampler or witnessed by | Valasek |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D78804 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | JF Shea Construction - Fawndale Rock and Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 002873 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/8 inch | Lot number | |
| Sublot number | HMA Design ID |
Test Details
DIME Sample ID: 2021-05-19-41
DIME Test ID: 2021-05-19-41-5
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: 2021-07-30
Test Results
Input Type: Measured
Tester's full name: Sweeny, Valasek, and T.Mc.
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: 95.2 mm
Dry 2 Thickness: 95.1 mm
Dry 3 Thickness: 95.1 mm
Wet 1 Thickness: 95.1 mm
Wet 2 Thickness: 95.1 mm
Wet 3 Thickness: 95.0 mm
Dry 1 Dry Mass in Air: 3832.3 g
Dry 2 Dry Mass in Air: 3834.4 g
Dry 3 Dry Mass in Air: 3833.7 g
Wet 1 Dry Mass in Air: 3832.2 g
Wet 2 Dry Mass in Air: 3832.3 g
Wet 3 Dry Mass in Air: 3832.9 g
Dry 1 SSD Mass: 3840.4 g
Dry 2 SSD Mass: 3844.9 g
Dry 3 SSD Mass: 3848.3 g
Wet 1 SSD Mass: 3843.4 g
Wet 2 SSD Mass: 3846.8 g
Wet 3 SSD Mass: 3843.9 g
Dry 1 Mass in Water: 2196.6 g
Dry 2 Mass in Water: 2204.3 g
Dry 3 Mass in Water: 2198.1 g
Wet 1 Mass in Water: 2194.6 g
Wet 2 Mass in Water: 2200.6 g
Wet 3 Mass in Water: 2201.1 g
Dry 1 Maximum Specific Gravity: 2.51
Dry 2 Maximum Specific Gravity: 2.51
Dry 3 Maximum Specific Gravity: 2.51
Wet 1 Maximum Specific Gravity: 2.51
Wet 2 Maximum Specific Gravity: 2.51
Wet 3 Maximum Specific Gravity: 2.51
Load (Dry) 1: 16952 N
Load (Dry) 2: 18691 N
Load (Dry) 3: 17361 N
Load (Wet) 1: 16049 N
Load (Wet) 2: 16467 N
Load (Wet) 3: 17788 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: 9
Dry 2 Cracked / Broken Aggregate: 15
Dry 3 Cracked / Broken Aggregate: 5
Wet 1 Cracked / Broken Aggregate: 4
Wet 2 Cracked / Broken Aggregate: 16
Wet 3 Cracked / Broken Aggregate: 12
Dry 1 Soft Aggregate: 0
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): 3923.5 g
Wet 2 SSD Mass (Conditioned): 3920.6 g
Wet 3 SSD Mass (Conditioned): 3916.3 g
Wet 1 Mass in Water (Conditioned): 2273.3 g
Wet 2 Mass in Water (Conditioned): 2274.4 g
Wet 3 Mass in Water (Conditioned): 2270.0 g
Wet 1 Absolute Pressure (Manometer): 156 mmHg
Wet 2 Absolute Pressure (Manometer): 154 mmHg
Wet 3 Absolute Pressure (Manometer): 135 mmHg
Wet 1 Partial Pressure (Vacuum Gauge): 23 inHg
Wet 2 Partial Pressure (Vacuum Gauge): 23 inHg
Wet 3 Partial Pressure (Vacuum Gauge): 24 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: 95 mm
Wet 3 Thickness after conditioning: 95 mm
Dry 1 Volume: 1643.8 cm^3
Dry 2 Volume: 1640.6 cm^3
Dry 3 Volume: 1650.2 cm^3
Wet 1 Volume: 1648.8 cm^3
Wet 2 Volume: 1646.2 cm^3
Wet 3 Volume: 1642.8 cm^3
Dry 1 Bulk Specific Gravity: 2.331
Dry 2 Bulk Specific Gravity: 2.337
Dry 3 Bulk Specific Gravity: 2.323
Wet 1 Bulk Specific Gravity: 2.324
Wet 2 Bulk Specific Gravity: 2.328
Wet 3 Bulk Specific Gravity: 2.333
Dry 1 Percent Air Voids: 7.1 %
Dry 2 Percent Air Voids: 6.9 %
Dry 3 Percent Air Voids: 7.5 %
Wet 1 Percent Air Voids: 7.4 %
Wet 2 Percent Air Voids: 7.3 %
Wet 3 Percent Air Voids: 7.1 %
Dry 1 Volume of Air Voids: 116.7 cm^3
Dry 2 Volume of Air Voids: 113.2 cm^3
Dry 3 Volume of Air Voids: 123.8 cm^3
Wet 1 Volume of Air Voids: 122.0 cm^3
Wet 2 Volume of Air Voids: 120.2 cm^3
Wet 3 Volume of Air Voids: 116.6 cm^3
Wet 1 Minimum Saturated Mass: 3917.6 g
Wet 2 Minimum Saturated Mass: 3916.4 g
Wet 3 Minimum Saturated Mass: 3914.5 g
Wet 1 Maximum Saturated Mass: 3929.8 g
Wet 2 Maximum Saturated Mass: 3928.5 g
Wet 3 Maximum Saturated Mass: 3926.2 g
Wet 1 Volume (Conditioned): 1650.2 cm^3
Wet 2 Volume (Conditioned): 1646.2 cm^3
Wet 3 Volume (Conditioned): 1646.3 cm^3
Wet 1 Volume of Absorbed Water: 91.3 cm^3
Wet 2 Volume of Absorbed Water: 88.3 cm^3
Wet 3 Volume of Absorbed Water: 83.4 cm^3
Wet 1 Percent Saturation: 75 %
Wet 2 Percent Saturation: 73 %
Wet 3 Percent Saturation: 72 %
Wet 1 Percent Swell: 0.1 %
Wet 2 Percent Swell: 0 %
Wet 3 Percent Swell: 0.2 %
Dry Tensile Strength, 1: 756 kPa
Dry Tensile Strength, 2: 834 kPa
Dry Tensile Strength, 3: 775 kPa
Wet Tensile Strength, 1: 716 kPa
Wet Tensile Strength, 2: 736 kPa
Wet Tensile Strength, 3: 795 kPa
Average Dry Tensile Strength: 114 psi
Average Wet Tensile Strength: 109 psi
Tensile Strength Ratio:0.96
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/30/2021 ✔