Summary for Test 2021-11-11-25-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 215601 DEA: 024H3404 EFIS: 0218000109 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-299-5.2/5.7 |
| Award Date | 05/14/2021 |
| Closeout Date | 05/02/2022 |
| Work Description | INSTALL LEFT TURN LANE. |
| Location Description | TRINITY COUNTY NEAR SALYER FROM 0.3 MILE WEST OF DENNY ROAD TO 0.2 MILE WEST OF PONY BAR CREEK BRIDGE |
| QA Service Level | 1 (Verified on 03/29/2021) |
Sample Information
| Sample Taken Date | 11/11/2021 | Sample Unique Key | 25 |
|---|---|---|---|
| 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 | 11/13/2021 |
| Sample type | Acceptance | A brief description of the sample | Lime Treated 1/2-Inch Type A HMA (PG 64-28 M) with binder from Valero - Benicia |
| 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 | Mercer Fraser QC | Last name of sampler or witnessed by | Mercer Fraser QC |
| Title of sampler | QC | Telephone number of sampler | |
| Laboratory sample identification | D78976 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Mercer-Fraser - Willow Creek Plant - Willow Creek, CA | Transportation Laboratory (TL) Number | 695660 |
| 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 | 1/2 inch | Lot number | Unknown |
| Sublot number | Unknown | HMA Mix Number | Not set |
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 ✔