Summary for Test 2021-06-03-26-4
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 | 06/03/2021 | Sample Unique Key | 26 |
|---|---|---|---|
| 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 | 06/03/2021 |
| Sample type | Acceptance | A brief description of the sample | Treated 3/4-inch Type A HMA (eq. PG 64-28 M) with 22.0% RAP and virgin PG 58-34 M |
| 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 | D. | Last name of sampler or witnessed by | Owens |
| Title of sampler | PEI | Telephone number of sampler | |
| Laboratory sample identification | D78822 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Tullis Inc, Northstate Asphalt, Redding CA | Transportation Laboratory (TL) Number | 779365 |
| 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 Design ID |
Test Details
DIME Sample ID: 2021-06-03-26
DIME Test ID: 2021-06-03-26-4
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: 2021-08-31
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: 95.1 mm
Dry 2 Thickness: 94.9 mm
Dry 3 Thickness: 94.8 mm
Wet 1 Thickness: 94.9 mm
Wet 2 Thickness: 94.9 mm
Wet 3 Thickness: 94.9 mm
Dry 1 Dry Mass in Air: 3791.9 g
Dry 2 Dry Mass in Air: 3790.8 g
Dry 3 Dry Mass in Air: 3791.6 g
Wet 1 Dry Mass in Air: 3791.5 g
Wet 2 Dry Mass in Air: 3792.2 g
Wet 3 Dry Mass in Air: 3791.9 g
Dry 1 SSD Mass: 3822.4 g
Dry 2 SSD Mass: 3815.6 g
Dry 3 SSD Mass: 3820.0 g
Wet 1 SSD Mass: 3818.5 g
Wet 2 SSD Mass: 3825.5 g
Wet 3 SSD Mass: 3818.8 g
Dry 1 Mass in Water: 2195.8 g
Dry 2 Mass in Water: 2204.4 g
Dry 3 Mass in Water: 2207.1 g
Wet 1 Mass in Water: 2203.2 g
Wet 2 Mass in Water: 2205.2 g
Wet 3 Mass in Water: 2206.4 g
Dry 1 Maximum Specific Gravity: 2.52
Dry 2 Maximum Specific Gravity: 2.52
Dry 3 Maximum Specific Gravity: 2.52
Wet 1 Maximum Specific Gravity: 2.52
Wet 2 Maximum Specific Gravity: 2.52
Wet 3 Maximum Specific Gravity: 2.52
Load (Dry) 1: 23015 N
Load (Dry) 2: 24154 N
Load (Dry) 3: 23238 N
Load (Wet) 1: 21556 N
Load (Wet) 2: 21147 N
Load (Wet) 3: 22183 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: 21
Dry 2 Cracked / Broken Aggregate: 8
Dry 3 Cracked / Broken Aggregate: 15
Wet 1 Cracked / Broken Aggregate: 9
Wet 2 Cracked / Broken Aggregate: 14
Wet 3 Cracked / Broken Aggregate: 10
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): 3873.6 g
Wet 2 SSD Mass (Conditioned): 3874.6 g
Wet 3 SSD Mass (Conditioned): 3876.9 g
Wet 1 Mass in Water (Conditioned): 2258.8 g
Wet 2 Mass in Water (Conditioned): 2255.1 g
Wet 3 Mass in Water (Conditioned): 2263.7 g
Wet 1 Absolute Pressure (Manometer): 190 mmHg
Wet 2 Absolute Pressure (Manometer): 218 mmHg
Wet 3 Absolute Pressure (Manometer): 132 mmHg
Wet 1 Partial Pressure (Vacuum Gauge): 22 inHg
Wet 2 Partial Pressure (Vacuum Gauge): 21 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: 94.8 mm
Wet 2 Thickness after conditioning: 94.8 mm
Wet 3 Thickness after conditioning: 94.9 mm
Dry 1 Volume: 1626.6 cm^3
Dry 2 Volume: 1611.2 cm^3
Dry 3 Volume: 1612.9 cm^3
Wet 1 Volume: 1615.3 cm^3
Wet 2 Volume: 1620.3 cm^3
Wet 3 Volume: 1612.4 cm^3
Dry 1 Bulk Specific Gravity: 2.331
Dry 2 Bulk Specific Gravity: 2.353
Dry 3 Bulk Specific Gravity: 2.351
Wet 1 Bulk Specific Gravity: 2.347
Wet 2 Bulk Specific Gravity: 2.34
Wet 3 Bulk Specific Gravity: 2.352
Dry 1 Percent Air Voids: 7.5 %
Dry 2 Percent Air Voids: 6.6 %
Dry 3 Percent Air Voids: 6.7 %
Wet 1 Percent Air Voids: 6.9 %
Wet 2 Percent Air Voids: 7.1 %
Wet 3 Percent Air Voids: 6.7 %
Dry 1 Volume of Air Voids: 122.0 cm^3
Dry 2 Volume of Air Voids: 106.3 cm^3
Dry 3 Volume of Air Voids: 108.1 cm^3
Wet 1 Volume of Air Voids: 111.5 cm^3
Wet 2 Volume of Air Voids: 115.0 cm^3
Wet 3 Volume of Air Voids: 108.0 cm^3
Wet 1 Minimum Saturated Mass: 3869.6 g
Wet 2 Minimum Saturated Mass: 3872.7 g
Wet 3 Minimum Saturated Mass: 3867.5 g
Wet 1 Maximum Saturated Mass: 3880.7 g
Wet 2 Maximum Saturated Mass: 3884.2 g
Wet 3 Maximum Saturated Mass: 3878.3 g
Wet 1 Volume (Conditioned): 1614.8 cm^3
Wet 2 Volume (Conditioned): 1619.5 cm^3
Wet 3 Volume (Conditioned): 1613.2 cm^3
Wet 1 Volume of Absorbed Water: 82.1 cm^3
Wet 2 Volume of Absorbed Water: 82.4 cm^3
Wet 3 Volume of Absorbed Water: 85 cm^3
Wet 1 Percent Saturation: 74 %
Wet 2 Percent Saturation: 72 %
Wet 3 Percent Saturation: 79 %
Wet 1 Percent Swell: 0 %
Wet 2 Percent Swell: 0 %
Wet 3 Percent Swell: 0 %
Dry Tensile Strength, 1: 1027 kPa
Dry Tensile Strength, 2: 1080 kPa
Dry Tensile Strength, 3: 1040 kPa
Wet Tensile Strength, 1: 965 kPa
Wet Tensile Strength, 2: 947 kPa
Wet Tensile Strength, 3: 992 kPa
Average Dry Tensile Strength: 152 psi
Average Wet Tensile Strength: 140 psi
Tensile Strength Ratio:0.92
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/31/2021 ✔