Summary for Test 2021-11-02-28-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 215424 DEA: 024G4404 EFIS: 0214000013 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-3-38.0/38.6 |
| Award Date | 03/22/2021 |
| Closeout Date | Not set |
| Work Description | BRIDGE REPLACEMENT |
| Location Description | SISKIYOU COUNTY ABOUT 6 MILES NORTH OF FORT JONES FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF LOWER MOFFETT CREEK ROAD |
| QA Service Level | 1 (Verified on 01/19/2021) |
Sample Information
| Sample Taken Date | 11/02/2021 | Sample Unique Key | 28 |
|---|---|---|---|
| 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 | 11/02/2021 |
| Sample type | Acceptance | A brief description of the sample | Lime Treated 3/4-inch Type A HMA (eq. PG 64-28 M) with 22.0% RAP and virgin PG 58-34 M 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 | Clint | Last name of sampler or witnessed by | Rogers |
| Title of sampler | PI | Telephone number of sampler | |
| Laboratory sample identification | D78970 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Tullis - Northstate Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 853085 |
| 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 | 3/4 inch | Lot number | Unknown |
| Sublot number | Unknown | HMA Design ID |
Test Details
DIME Sample ID: 2021-11-02-28
DIME Test ID: 2021-11-02-28-5
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: 2021-11-19
Test Results
Input Type: Measured
Tester's full name: Darrell Valasek
Date of test: 11/18/2021
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: 95.0 mm
Dry 3 Thickness: 94.8 mm
Wet 1 Thickness: 94.9 mm
Wet 2 Thickness: 95.1 mm
Wet 3 Thickness: 95.0 mm
Dry 1 Dry Mass in Air: 3753.5 g
Dry 2 Dry Mass in Air: 3753.4 g
Dry 3 Dry Mass in Air: 3753.8 g
Wet 1 Dry Mass in Air: 3750.6 g
Wet 2 Dry Mass in Air: 3753.5 g
Wet 3 Dry Mass in Air: 3751.2 g
Dry 1 SSD Mass: 3797.7 g
Dry 2 SSD Mass: 3792.8 g
Dry 3 SSD Mass: 3795.3 g
Wet 1 SSD Mass: 3790.6 g
Wet 2 SSD Mass: 3788.4 g
Wet 3 SSD Mass: 3789.7 g
Dry 1 Mass in Water: 2196.2 g
Dry 2 Mass in Water: 2191.7 g
Dry 3 Mass in Water: 2189.0 g
Wet 1 Mass in Water: 2189.2 g
Wet 2 Mass in Water: 2182.6 g
Wet 3 Mass in Water: 2184.8 g
Dry 1 Maximum Specific Gravity: 2.523
Dry 2 Maximum Specific Gravity: 2.523
Dry 3 Maximum Specific Gravity: 2.523
Wet 1 Maximum Specific Gravity: 2.523
Wet 2 Maximum Specific Gravity: 2.523
Wet 3 Maximum Specific Gravity: 2.523
Load (Dry) 1: 19556 N
Load (Dry) 2: 19336 N
Load (Dry) 3: 19924 N
Load (Wet) 1: 19523 N
Load (Wet) 2: 20035 N
Load (Wet) 3: 19821 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: 16
Dry 2 Cracked / Broken Aggregate: 20
Dry 3 Cracked / Broken Aggregate: 23
Wet 1 Cracked / Broken Aggregate: 23
Wet 2 Cracked / Broken Aggregate: 20
Wet 3 Cracked / Broken Aggregate: 25
Dry 1 Soft Aggregate: 1
Dry 2 Soft Aggregate: 1
Dry 3 Soft Aggregate: 2
Wet 1 Soft Aggregate: 1
Wet 2 Soft Aggregate: 0
Wet 3 Soft Aggregate: 0
Wet 1 SSD Mass (Conditioned): 3834.8 g
Wet 2 SSD Mass (Conditioned): 3838.9 g
Wet 3 SSD Mass (Conditioned): 3837.1 g
Wet 1 Mass in Water (Conditioned): 2230.4 g
Wet 2 Mass in Water (Conditioned): 2232.2 g
Wet 3 Mass in Water (Conditioned): 2230.4 g
Wet 1 Absolute Pressure (Manometer): 270 mmHg
Wet 2 Absolute Pressure (Manometer): 247 mmHg
Wet 3 Absolute Pressure (Manometer): 237 mmHg
Wet 1 Partial Pressure (Vacuum Gauge): 15 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: 94.9 mm
Wet 2 Thickness after conditioning: 95 mm
Wet 3 Thickness after conditioning: 95 mm
Dry 1 Volume: 1601.5 cm^3
Dry 2 Volume: 1601.1 cm^3
Dry 3 Volume: 1606.3 cm^3
Wet 1 Volume: 1601.4 cm^3
Wet 2 Volume: 1605.8 cm^3
Wet 3 Volume: 1604.9 cm^3
Dry 1 Bulk Specific Gravity: 2.344
Dry 2 Bulk Specific Gravity: 2.344
Dry 3 Bulk Specific Gravity: 2.337
Wet 1 Bulk Specific Gravity: 2.342
Wet 2 Bulk Specific Gravity: 2.337
Wet 3 Bulk Specific Gravity: 2.337
Dry 1 Percent Air Voids: 7.1 %
Dry 2 Percent Air Voids: 7.1 %
Dry 3 Percent Air Voids: 7.4 %
Wet 1 Percent Air Voids: 7.2 %
Wet 2 Percent Air Voids: 7.4 %
Wet 3 Percent Air Voids: 7.4 %
Dry 1 Volume of Air Voids: 113.7 cm^3
Dry 2 Volume of Air Voids: 113.7 cm^3
Dry 3 Volume of Air Voids: 118.9 cm^3
Wet 1 Volume of Air Voids: 115.3 cm^3
Wet 2 Volume of Air Voids: 118.8 cm^3
Wet 3 Volume of Air Voids: 118.8 cm^3
Wet 1 Minimum Saturated Mass: 3831.3 g
Wet 2 Minimum Saturated Mass: 3836.7 g
Wet 3 Minimum Saturated Mass: 3834.4 g
Wet 1 Maximum Saturated Mass: 3842.8 g
Wet 2 Maximum Saturated Mass: 3848.5 g
Wet 3 Maximum Saturated Mass: 3846.2 g
Wet 1 Volume (Conditioned): 1604.4 cm^3
Wet 2 Volume (Conditioned): 1606.7 cm^3
Wet 3 Volume (Conditioned): 1606.7 cm^3
Wet 1 Volume of Absorbed Water: 84.2 cm^3
Wet 2 Volume of Absorbed Water: 85.4 cm^3
Wet 3 Volume of Absorbed Water: 85.9 cm^3
Wet 1 Percent Saturation: 73 %
Wet 2 Percent Saturation: 72 %
Wet 3 Percent Saturation: 72 %
Wet 1 Percent Swell: 0.2 %
Wet 2 Percent Swell: 0.1 %
Wet 3 Percent Swell: 0.1 %
Dry Tensile Strength, 1: 874 kPa
Dry Tensile Strength, 2: 864 kPa
Dry Tensile Strength, 3: 892 kPa
Wet Tensile Strength, 1: 873 kPa
Wet Tensile Strength, 2: 895 kPa
Wet Tensile Strength, 3: 886 kPa
Average Dry Tensile Strength: 127 psi
Average Wet Tensile Strength: 128 psi
Tensile Strength Ratio:1.01
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/19/2021 ✔