Summary for Test 2021-06-02-16-3
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 | 04/05/2021 |
| 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 | 06/02/2021 | Sample Unique Key | 16 |
|---|---|---|---|
| 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 | 06/02/2021 |
| Sample type | Acceptance | A brief description of the sample | PSE 3/4 HMA 24 RAP PG 58-22 Valero Benecia |
| The quantity of what the sample constitutes | 100 Tons | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | D. | Last name of sampler or witnessed by | Owens |
| Title of sampler | PEI | Telephone number of sampler | |
| Laboratory sample identification | D78820 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Tullis Inc, Northstate Asphalt, Redding CA | Transportation Laboratory (TL) Number | 779362 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | 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 Mix Number | Not set |
Test Details
DIME Sample ID: 2021-06-02-16
DIME Test ID: 2021-06-02-16-3
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: 2021-08-24
Test Results
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 06/10/2021
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: 95.0 mm
Wet 1 Thickness: 95.0 mm
Wet 2 Thickness: 95.2 mm
Wet 3 Thickness: 95.0 mm
Dry 1 Dry Mass in Air: 3775.5 g
Dry 2 Dry Mass in Air: 3776.4 g
Dry 3 Dry Mass in Air: 3776.1 g
Wet 1 Dry Mass in Air: 3776.1 g
Wet 2 Dry Mass in Air: 3775.6 g
Wet 3 Dry Mass in Air: 3776.2 g
Dry 1 SSD Mass: 3809.3 g
Dry 2 SSD Mass: 3808.9 g
Dry 3 SSD Mass: 3804.8 g
Wet 1 SSD Mass: 3805.8 g
Wet 2 SSD Mass: 3803.3 g
Wet 3 SSD Mass: 3806.9 g
Dry 1 Mass in Water: 2192.9 g
Dry 2 Mass in Water: 2199.3 g
Dry 3 Mass in Water: 2200.2 g
Wet 1 Mass in Water: 2195.4 g
Wet 2 Mass in Water: 2189.9 g
Wet 3 Mass in Water: 2198.4 g
Dry 1 Maximum Specific Gravity: 2.526
Dry 2 Maximum Specific Gravity: 2.526
Dry 3 Maximum Specific Gravity: 2.526
Wet 1 Maximum Specific Gravity: 2.526
Wet 2 Maximum Specific Gravity: 2.526
Wet 3 Maximum Specific Gravity: 2.526
Load (Dry) 1: 26485 N
Load (Dry) 2: 27886 N
Load (Dry) 3: 28486 N
Load (Wet) 1: 25226 N
Load (Wet) 2: 26280 N
Load (Wet) 3: 26044 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: 40
Dry 2 Cracked / Broken Aggregate: 55
Dry 3 Cracked / Broken Aggregate: 51
Wet 1 Cracked / Broken Aggregate: 16
Wet 2 Cracked / Broken Aggregate: 17
Wet 3 Cracked / Broken Aggregate: 21
Dry 1 Soft Aggregate: 1
Dry 2 Soft Aggregate: 1
Dry 3 Soft Aggregate: 2
Wet 1 Soft Aggregate: 0
Wet 2 Soft Aggregate: 0
Wet 3 Soft Aggregate: 0
Wet 1 SSD Mass (Conditioned): 3859.7 g
Wet 2 SSD Mass (Conditioned): 3859.9 g
Wet 3 SSD Mass (Conditioned): 3860.2 g
Wet 1 Mass in Water (Conditioned): 2246.0 g
Wet 2 Mass in Water (Conditioned): 2242.3 g
Wet 3 Mass in Water (Conditioned): 2249.5 g
Wet 1 Absolute Pressure (Manometer): 213 mmHg
Wet 2 Absolute Pressure (Manometer): 224 mmHg
Wet 3 Absolute Pressure (Manometer): 197 mmHg
Wet 1 Partial Pressure (Vacuum Gauge): 21 inHg
Wet 2 Partial Pressure (Vacuum Gauge): 20 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: 94.8 mm
Wet 2 Thickness after conditioning: 95 mm
Wet 3 Thickness after conditioning: 94.8 mm
Dry 1 Volume: 1616.4 cm^3
Dry 2 Volume: 1609.6 cm^3
Dry 3 Volume: 1604.6 cm^3
Wet 1 Volume: 1610.4 cm^3
Wet 2 Volume: 1613.4 cm^3
Wet 3 Volume: 1608.5 cm^3
Dry 1 Bulk Specific Gravity: 2.336
Dry 2 Bulk Specific Gravity: 2.346
Dry 3 Bulk Specific Gravity: 2.353
Wet 1 Bulk Specific Gravity: 2.345
Wet 2 Bulk Specific Gravity: 2.340
Wet 3 Bulk Specific Gravity: 2.348
Dry 1 Percent Air Voids: 7.5 %
Dry 2 Percent Air Voids: 7.1 %
Dry 3 Percent Air Voids: 6.8 %
Wet 1 Percent Air Voids: 7.2 %
Wet 2 Percent Air Voids: 7.4 %
Wet 3 Percent Air Voids: 7.0 %
Dry 1 Volume of Air Voids: 121.2 cm^3
Dry 2 Volume of Air Voids: 114.3 cm^3
Dry 3 Volume of Air Voids: 109.1 cm^3
Wet 1 Volume of Air Voids: 115.9 cm^3
Wet 2 Volume of Air Voids: 119.4 cm^3
Wet 3 Volume of Air Voids: 112.6 cm^3
Wet 1 Minimum Saturated Mass: 3857.2 g
Wet 2 Minimum Saturated Mass: 3859.2 g
Wet 3 Minimum Saturated Mass: 3855 g
Wet 1 Maximum Saturated Mass: 3868.8 g
Wet 2 Maximum Saturated Mass: 3871.1 g
Wet 3 Maximum Saturated Mass: 3866.3 g
Wet 1 Volume (Conditioned): 1613.7 cm^3
Wet 2 Volume (Conditioned): 1617.6 cm^3
Wet 3 Volume (Conditioned): 1610.7 cm^3
Wet 1 Volume of Absorbed Water: 83.6 cm^3
Wet 2 Volume of Absorbed Water: 84.3 cm^3
Wet 3 Volume of Absorbed Water: 84 cm^3
Wet 1 Percent Saturation: 72 %
Wet 2 Percent Saturation: 71 %
Wet 3 Percent Saturation: 75 %
Wet 1 Percent Swell: 0.2 %
Wet 2 Percent Swell: 0.3 %
Wet 3 Percent Swell: 0.1 %
Dry Tensile Strength, 1: 1183 kPa
Dry Tensile Strength, 2: 1247 kPa
Dry Tensile Strength, 3: 1273 kPa
Wet Tensile Strength, 1: 1129 kPa
Wet Tensile Strength, 2: 1174 kPa
Wet Tensile Strength, 3: 1166 kPa
Average Dry Tensile Strength: 179 psi
Average Wet Tensile Strength: 168 psi
Tensile Strength Ratio: 0.94
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/24/2021 ✔