Summary for Test 2019-05-29-31-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 213791 DEA: 024H2204 EFIS: 0218000096 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-89-28.0/34.0 |
| Award Date | 01/22/2019 |
| Closeout Date | 08/13/2021 |
| Work Description | PAVEMENT OVERLAY. |
| Location Description | SISKIYOU COUNTY NEAR MCCLOUD FROM 0.5 MILE SOUTH OF MOUNTAIN HOUSE ROAD TO 0.3 MILE SOUTH OF AZALEA ROAD |
| QA Service Level | 1 (Verified on 01/08/2019) |
Sample Information
| Sample Taken Date | 05/29/2019 | Sample Unique Key | 31 |
|---|---|---|---|
| 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 | 05/29/2019 |
| Sample type | Verification | A brief description of the sample | 1/2-inch Type A HMA (eq. PG 64-28 M) |
| The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Randy | Last name of sampler or witnessed by | Bibbens |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D77895 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Valero - Benicia, CA | Transportation Laboratory (TL) Number | 991041 |
| 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 | 0 |
| Sublot number | 0 | JMF Verification ID | JMF3513-2019-73 |
Test Details
DIME Sample ID: 2019-05-29-31
DIME Test ID: 2019-05-29-31-5
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: 2019-07-10
Test Results
Input Type: Measured
Tester's full name: Darrell Valasek and D. Hickey
Date of test: 06/06/2019
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: 94.9 mm
Dry 2 Thickness: 94.9 mm
Dry 3 Thickness: 94.9 mm
Wet 1 Thickness: 94.9 mm
Wet 2 Thickness: 94.9 mm
Wet 3 Thickness: 94.0 mm
Dry 1 Dry Mass in Air: 3799.6 g
Dry 2 Dry Mass in Air: 3800.8 g
Dry 3 Dry Mass in Air: 3798.7 g
Wet 1 Dry Mass in Air: 3796.4 g
Wet 2 Dry Mass in Air: 3799.2 g
Wet 3 Dry Mass in Air: 3800.2 g
Dry 1 SSD Mass: 3826.9 g
Dry 2 SSD Mass: 3829.1 g
Dry 3 SSD Mass: 3825.3 g
Wet 1 SSD Mass: 3824.1 g
Wet 2 SSD Mass: 3824.8 g
Wet 3 SSD Mass: 3830.9 g
Dry 1 Mass in Water: 2197.8 g
Dry 2 Mass in Water: 2203.9 g
Dry 3 Mass in Water: 2205.9 g
Wet 1 Mass in Water: 2199.1 g
Wet 2 Mass in Water: 2204.8 g
Wet 3 Mass in Water: 2206.5 g
Dry 1 Maximum Specific Gravity: 2.515
Dry 2 Maximum Specific Gravity: 2.515
Dry 3 Maximum Specific Gravity: 2.515
Wet 1 Maximum Specific Gravity: 2.515
Wet 2 Maximum Specific Gravity: 2.515
Wet 3 Maximum Specific Gravity: 2.515
Load (Dry) 1: 18300 N
Load (Dry) 2: 19323 N
Load (Dry) 3: 19096 N
Load (Wet) 1: 16823 N
Load (Wet) 2: 17406 N
Load (Wet) 3: 17295 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: 12
Dry 2 Cracked / Broken Aggregate: 14
Dry 3 Cracked / Broken Aggregate: 16
Wet 1 Cracked / Broken Aggregate: 13
Wet 2 Cracked / Broken Aggregate: 14
Wet 3 Cracked / Broken Aggregate: 14
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): 3883.5 g
Wet 2 SSD Mass (Conditioned): 3881.2 g
Wet 3 SSD Mass (Conditioned): 3886.5 g
Wet 1 Mass in Water (Conditioned): 2259.3 g
Wet 2 Mass in Water (Conditioned): 2262.0 g
Wet 3 Mass in Water (Conditioned): 2260.1 g
Wet 1 Absolute Pressure (Manometer): 193 mmHg
Wet 2 Absolute Pressure (Manometer): 170 mmHg
Wet 3 Absolute Pressure (Manometer): 192 mmHg
Wet 1 Partial Pressure (Vacuum Gauge): 13 inHg
Wet 2 Partial Pressure (Vacuum Gauge): 14 inHg
Wet 3 Partial Pressure (Vacuum Gauge): 14 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: 94.9 mm
Wet 3 Thickness after conditioning: 94.9 mm
Dry 1 Volume: 1629.1 cm^3
Dry 2 Volume: 1625.2 cm^3
Dry 3 Volume: 1619.4 cm^3
Wet 1 Volume: 1625.0 cm^3
Wet 2 Volume: 1620.0 cm^3
Wet 3 Volume: 1624.4 cm^3
Dry 1 Bulk Specific Gravity: 2.332
Dry 2 Bulk Specific Gravity: 2.339
Dry 3 Bulk Specific Gravity: 2.346
Wet 1 Bulk Specific Gravity: 2.336
Wet 2 Bulk Specific Gravity: 2.345
Wet 3 Bulk Specific Gravity: 2.339
Dry 1 Percent Air Voids: 7.3 %
Dry 2 Percent Air Voids: 7.0 %
Dry 3 Percent Air Voids: 6.7 %
Wet 1 Percent Air Voids: 7.1 %
Wet 2 Percent Air Voids: 6.8 %
Wet 3 Percent Air Voids: 7.0 %
Dry 1 Volume of Air Voids: 118.9 cm^3
Dry 2 Volume of Air Voids: 113.8 cm^3
Dry 3 Volume of Air Voids: 108.5 cm^3
Wet 1 Volume of Air Voids: 115.4 cm^3
Wet 2 Volume of Air Voids: 110.2 cm^3
Wet 3 Volume of Air Voids: 113.7 cm^3
Wet 1 Minimum Saturated Mass: 3877.2 g
Wet 2 Minimum Saturated Mass: 3876.3 g
Wet 3 Minimum Saturated Mass: 3879.8 g
Wet 1 Maximum Saturated Mass: 3888.7 g
Wet 2 Maximum Saturated Mass: 3887.4 g
Wet 3 Maximum Saturated Mass: 3891.2 g
Wet 1 Volume (Conditioned): 1624.2 cm^3
Wet 2 Volume (Conditioned): 1619.2 cm^3
Wet 3 Volume (Conditioned): 1626.4 cm^3
Wet 1 Volume of Absorbed Water: 87.1 cm^3
Wet 2 Volume of Absorbed Water: 82 cm^3
Wet 3 Volume of Absorbed Water: 86.3 cm^3
Wet 1 Percent Saturation: 75 %
Wet 2 Percent Saturation: 74 %
Wet 3 Percent Saturation: 76 %
Wet 1 Percent Swell: 0 %
Wet 2 Percent Swell: 0 %
Wet 3 Percent Swell: 0.1 %
Dry Tensile Strength, 1: 818 kPa
Dry Tensile Strength, 2: 864 kPa
Dry Tensile Strength, 3: 854 kPa
Wet Tensile Strength, 1: 752 kPa
Wet Tensile Strength, 2: 778 kPa
Wet Tensile Strength, 3: 773 kPa
Average Dry Tensile Strength: 123 psi
Average Wet Tensile Strength: 111 psi
Tensile Strength Ratio:0.9
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/10/2019 ✔