Summary for Test 2019-05-29-26-4
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 | 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 | 05/29/2019 |
| Sample type | Verification | A brief description of the sample | 1/2-inch Type A HMA (eq. PG 64-16) |
| 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 | D77898 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Fawndale Rock and Asphalt | Transportation Laboratory (TL) Number | 991045 |
| 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 | JMF3513-2019-72 |
Test Details
DIME Sample ID: 2019-05-29-26
DIME Test ID: 2019-05-29-26-4
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: 2019-07-05
Test Results
Input Type: Measured
Tester's full name: Darrell Valasek and D. Hickey
Date of test: 06/04/2019
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: 95.0 mm
Dry 2 Thickness: 95.0 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: 3808.6 g
Dry 2 Dry Mass in Air: 3808.1 g
Dry 3 Dry Mass in Air: 3808.4 g
Wet 1 Dry Mass in Air: 3808.3 g
Wet 2 Dry Mass in Air: 3809.0 g
Wet 3 Dry Mass in Air: 3808.8 g
Dry 1 SSD Mass: 3829.4 g
Dry 2 SSD Mass: 3828.6 g
Dry 3 SSD Mass: 3829.2 g
Wet 1 SSD Mass: 3828.5 g
Wet 2 SSD Mass: 3828.3 g
Wet 3 SSD Mass: 3832.8 g
Dry 1 Mass in Water: 2197.5 g
Dry 2 Mass in Water: 2209.0 g
Dry 3 Mass in Water: 2204.2 g
Wet 1 Mass in Water: 2205.1 g
Wet 2 Mass in Water: 2203.4 g
Wet 3 Mass in Water: 2205.7 g
Dry 1 Maximum Specific Gravity: 2.516
Dry 2 Maximum Specific Gravity: 2.516
Dry 3 Maximum Specific Gravity: 2.516
Wet 1 Maximum Specific Gravity: 2.516
Wet 2 Maximum Specific Gravity: 2.516
Wet 3 Maximum Specific Gravity: 2.516
Load (Dry) 1: 21383 N
Load (Dry) 2: 20844 N
Load (Dry) 3: 21774 N
Load (Wet) 1: 18505 N
Load (Wet) 2: 18745 N
Load (Wet) 3: 18905 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: 15
Dry 3 Cracked / Broken Aggregate: 16
Wet 1 Cracked / Broken Aggregate: 17
Wet 2 Cracked / Broken Aggregate: 12
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): 3893.5 g
Wet 2 SSD Mass (Conditioned): 3894.8 g
Wet 3 SSD Mass (Conditioned): 3888.8 g
Wet 1 Mass in Water (Conditioned): 2268.2 g
Wet 2 Mass in Water (Conditioned): 2270.7 g
Wet 3 Mass in Water (Conditioned): 2262.5 g
Wet 1 Absolute Pressure (Manometer): 164 mmHg
Wet 2 Absolute Pressure (Manometer): 176 mmHg
Wet 3 Absolute Pressure (Manometer): 202 mmHg
Wet 1 Partial Pressure (Vacuum Gauge): 22 inHg
Wet 2 Partial Pressure (Vacuum Gauge): 22 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: 1631.9 cm^3
Dry 2 Volume: 1619.6 cm^3
Dry 3 Volume: 1625.0 cm^3
Wet 1 Volume: 1623.4 cm^3
Wet 2 Volume: 1624.9 cm^3
Wet 3 Volume: 1627.1 cm^3
Dry 1 Bulk Specific Gravity: 2.334
Dry 2 Bulk Specific Gravity: 2.351
Dry 3 Bulk Specific Gravity: 2.344
Wet 1 Bulk Specific Gravity: 2.346
Wet 2 Bulk Specific Gravity: 2.344
Wet 3 Bulk Specific Gravity: 2.341
Dry 1 Percent Air Voids: 7.2 %
Dry 2 Percent Air Voids: 6.6 %
Dry 3 Percent Air Voids: 6.8 %
Wet 1 Percent Air Voids: 6.8 %
Wet 2 Percent Air Voids: 6.8 %
Wet 3 Percent Air Voids: 7.0 %
Dry 1 Volume of Air Voids: 117.5 cm^3
Dry 2 Volume of Air Voids: 106.9 cm^3
Dry 3 Volume of Air Voids: 110.5 cm^3
Wet 1 Volume of Air Voids: 110.4 cm^3
Wet 2 Volume of Air Voids: 110.5 cm^3
Wet 3 Volume of Air Voids: 113.9 cm^3
Wet 1 Minimum Saturated Mass: 3885.6 g
Wet 2 Minimum Saturated Mass: 3886.4 g
Wet 3 Minimum Saturated Mass: 3888.5 g
Wet 1 Maximum Saturated Mass: 3896.6 g
Wet 2 Maximum Saturated Mass: 3897.4 g
Wet 3 Maximum Saturated Mass: 3899.9 g
Wet 1 Volume (Conditioned): 1625.3 cm^3
Wet 2 Volume (Conditioned): 1624.1 cm^3
Wet 3 Volume (Conditioned): 1626.3 cm^3
Wet 1 Volume of Absorbed Water: 85.2 cm^3
Wet 2 Volume of Absorbed Water: 85.8 cm^3
Wet 3 Volume of Absorbed Water: 80 cm^3
Wet 1 Percent Saturation: 77 %
Wet 2 Percent Saturation: 78 %
Wet 3 Percent Saturation: 70 %
Wet 1 Percent Swell: 0.1 %
Wet 2 Percent Swell: 0 %
Wet 3 Percent Swell: 0 %
Dry Tensile Strength, 1: 955 kPa
Dry Tensile Strength, 2: 931 kPa
Dry Tensile Strength, 3: 974 kPa
Wet Tensile Strength, 1: 828 kPa
Wet Tensile Strength, 2: 837 kPa
Wet Tensile Strength, 3: 845 kPa
Average Dry Tensile Strength: 138 psi
Average Wet Tensile Strength: 121 psi
Tensile Strength Ratio:0.88
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/5/2019 ✔