Summary for Test 2021-10-14-50-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 215403 DEA: 021H4004 EFIS: 0216000042 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-5-R8.3 |
| Award Date | 03/02/2021 |
| Closeout Date | 02/28/2022 |
| Work Description | PLACE STRUCTURAL CONCRETE BRIDGE DECK AND BARRIER AND PLACE HMA. |
| Location Description | SISKIYOU COUNTY NEAR MOUNT SHASTA AT AZALEA ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 01/07/2021) |
Sample Information
| Sample Taken Date | 10/14/2021 | Sample Unique Key | 50 |
|---|---|---|---|
| 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 | 10/14/2021 |
| Sample type | Acceptance | A brief description of the sample | 3/4 Inch HMA-A 23.6 RAP PG58-34M Valero |
| The quantity of what the sample constitutes | 16 Boxes for PSE | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Unknown | Last name of sampler or witnessed by | Unknown |
| Title of sampler | Unknown | Telephone number of sampler | |
| Laboratory sample identification | D78958 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | J F Shea Construction Inc - Fawndale Rock and Asphalt - Redding CA | Transportation Laboratory (TL) Number | 853082 |
| 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: 2021-10-14-50
DIME Test ID: 2021-10-14-50-5
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: 2021-10-28
Test Results
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 10/21/2021
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: 94.8 mm
Dry 2 Thickness: 94.7 mm
Dry 3 Thickness: 94.7 mm
Wet 1 Thickness: 94.6 mm
Wet 2 Thickness: 94.8 mm
Wet 3 Thickness: 94.7 mm
Dry 1 Dry Mass in Air: 3875.4 g
Dry 2 Dry Mass in Air: 3875.6 g
Dry 3 Dry Mass in Air: 3876.7 g
Wet 1 Dry Mass in Air: 3877.2 g
Wet 2 Dry Mass in Air: 3876.2 g
Wet 3 Dry Mass in Air: 3876.8 g
Dry 1 SSD Mass: 3910.9 g
Dry 2 SSD Mass: 3908.2 g
Dry 3 SSD Mass: 3915.7 g
Wet 1 SSD Mass: 3912.7 g
Wet 2 SSD Mass: 3908.0 g
Wet 3 SSD Mass: 3915.5 g
Dry 1 Mass in Water: 2290.4 g
Dry 2 Mass in Water: 2282.7 g
Dry 3 Mass in Water: 2293.1 g
Wet 1 Mass in Water: 2298.7 g
Wet 2 Mass in Water: 2285.4 g
Wet 3 Mass in Water: 2296.0 g
Dry 1 Maximum Specific Gravity: 2.576
Dry 2 Maximum Specific Gravity: 2.576
Dry 3 Maximum Specific Gravity: 2.576
Wet 1 Maximum Specific Gravity: 2.576
Wet 2 Maximum Specific Gravity: 2.576
Wet 3 Maximum Specific Gravity: 2.576
Load (Dry) 1: 21102 N
Load (Dry) 2: 20871 N
Load (Dry) 3: 21027 N
Load (Wet) 1: 21783 N
Load (Wet) 2: 21569 N
Load (Wet) 3: 21725 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: 28
Dry 2 Cracked / Broken Aggregate: 22
Dry 3 Cracked / Broken Aggregate: 25
Wet 1 Cracked / Broken Aggregate: 14
Wet 2 Cracked / Broken Aggregate: 16
Wet 3 Cracked / Broken Aggregate: 17
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): 3957.4 g
Wet 2 SSD Mass (Conditioned): 3966.4 g
Wet 3 SSD Mass (Conditioned): 3967.6 g
Wet 1 Mass in Water (Conditioned): 2344.2 g
Wet 2 Mass in Water (Conditioned): 2340.1 g
Wet 3 Mass in Water (Conditioned): 2348.9 g
Wet 1 Absolute Pressure (Manometer): 185 mmHg
Wet 2 Absolute Pressure (Manometer): 245 mmHg
Wet 3 Absolute Pressure (Manometer): 208 mmHg
Wet 1 Partial Pressure (Vacuum Gauge): 22 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: 95.1 mm
Wet 3 Thickness after conditioning: 94.9 mm
Dry 1 Volume: 1620.5 cm^3
Dry 2 Volume: 1625.5 cm^3
Dry 3 Volume: 1622.6 cm^3
Wet 1 Volume: 1614.0 cm^3
Wet 2 Volume: 1622.6 cm^3
Wet 3 Volume: 1619.5 cm^3
Dry 1 Bulk Specific Gravity: 2.391
Dry 2 Bulk Specific Gravity: 2.384
Dry 3 Bulk Specific Gravity: 2.389
Wet 1 Bulk Specific Gravity: 2.402
Wet 2 Bulk Specific Gravity: 2.389
Wet 3 Bulk Specific Gravity: 2.394
Dry 1 Percent Air Voids: 7.2 %
Dry 2 Percent Air Voids: 7.5 %
Dry 3 Percent Air Voids: 7.3 %
Wet 1 Percent Air Voids: 6.8 %
Wet 2 Percent Air Voids: 7.3 %
Wet 3 Percent Air Voids: 7.1 %
Dry 1 Volume of Air Voids: 116.7 cm^3
Dry 2 Volume of Air Voids: 121.9 cm^3
Dry 3 Volume of Air Voids: 118.4 cm^3
Wet 1 Volume of Air Voids: 109.8 cm^3
Wet 2 Volume of Air Voids: 118.4 cm^3
Wet 3 Volume of Air Voids: 115.0 cm^3
Wet 1 Minimum Saturated Mass: 3954.1 g
Wet 2 Minimum Saturated Mass: 3959.1 g
Wet 3 Minimum Saturated Mass: 3957.3 g
Wet 1 Maximum Saturated Mass: 3965 g
Wet 2 Maximum Saturated Mass: 3970.9 g
Wet 3 Maximum Saturated Mass: 3968.8 g
Wet 1 Volume (Conditioned): 1613.2 cm^3
Wet 2 Volume (Conditioned): 1626.3 cm^3
Wet 3 Volume (Conditioned): 1618.7 cm^3
Wet 1 Volume of Absorbed Water: 80.2 cm^3
Wet 2 Volume of Absorbed Water: 90.2 cm^3
Wet 3 Volume of Absorbed Water: 90.8 cm^3
Wet 1 Percent Saturation: 73 %
Wet 2 Percent Saturation: 76 %
Wet 3 Percent Saturation: 79 %
Wet 1 Percent Swell: 0 %
Wet 2 Percent Swell: 0.2 %
Wet 3 Percent Swell: 0 %
Dry Tensile Strength, 1: 945 kPa
Dry Tensile Strength, 2: 935 kPa
Dry Tensile Strength, 3: 942 kPa
Wet Tensile Strength, 1: 975 kPa
Wet Tensile Strength, 2: 963 kPa
Wet Tensile Strength, 3: 972 kPa
Average Dry Tensile Strength: 136 psi
Average Wet Tensile Strength: 141 psi
Tensile Strength Ratio:1.04
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/28/2021 ✔