Summary for Test 2020-06-08-46-6
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 214589 DEA: 020J1604 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU-284-0.0/8.3 |
| Award Date | 02/11/2020 |
| Closeout Date | 10/06/2020 |
| Work Description | PLACE HMA (TYPE A), PRECOATED AGGREGATE (SEAL COAT), HMA (LEVELING). |
| Location Description | PLUMAS COUNTY NEAR CHILCOOT FROM ROUTE 70 TO 1 MILE NORTH OF LITTLE LAST CHANCE CREEK BRIDGE NUMBER 09-0072 |
| QA Service Level | 1 (Verified on 01/22/2020) |
Sample Information
| Sample Taken Date | 06/08/2020 | Sample Unique Key | 46 |
|---|---|---|---|
| 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 | 06/09/2020 |
| Sample type | Verification | A brief description of the sample | 3/4-inch Type A HMA (eq. PG 64-16) 23.0 RAP, 1.0 Lime |
| The quantity of what the sample constitutes | JMF Verification and PSE | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | CGI | Last name of sampler or witnessed by | CGI |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D78459 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Ward Lake Plant, Litchfield, CA | Transportation Laboratory (TL) Number | 733200 |
| 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 | |
| Sublot number | JMF Verification ID | JMF3513-2020-192 |
Test Details
DIME Sample ID: 2020-06-08-46
DIME Test ID: 2020-06-08-46-6
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: 2020-08-27
Test Results
Input Type: Measured
Tester's full name: D. Valasek and T. McCormick
Date of test: 06/13/2020
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: 95.1 mm
Wet 2 Thickness: 95.0 mm
Wet 3 Thickness: 94.9 mm
Dry 1 Dry Mass in Air: 3696.0 g
Dry 2 Dry Mass in Air: 3695.8 g
Dry 3 Dry Mass in Air: 3695.6 g
Wet 1 Dry Mass in Air: 3696.2 g
Wet 2 Dry Mass in Air: 3695.7 g
Wet 3 Dry Mass in Air: 3696.3 g
Dry 1 SSD Mass: 3721.7 g
Dry 2 SSD Mass: 3718.3 g
Dry 3 SSD Mass: 3720.2 g
Wet 1 SSD Mass: 3720.7 g
Wet 2 SSD Mass: 3723.5 g
Wet 3 SSD Mass: 3730.2 g
Dry 1 Mass in Water: 2090.4 g
Dry 2 Mass in Water: 2092.3 g
Dry 3 Mass in Water: 2092.1 g
Wet 1 Mass in Water: 2089.8 g
Wet 2 Mass in Water: 2097.1 g
Wet 3 Mass in Water: 2099.9 g
Dry 1 Maximum Specific Gravity: 2.447
Dry 2 Maximum Specific Gravity: 2.447
Dry 3 Maximum Specific Gravity: 2.447
Wet 1 Maximum Specific Gravity: 2.447
Wet 2 Maximum Specific Gravity: 2.447
Wet 3 Maximum Specific Gravity: 2.447
Load (Dry) 1: 22495 N
Load (Dry) 2: 22597 N
Load (Dry) 3: 22802 N
Load (Wet) 1: 19252 N
Load (Wet) 2: 19492 N
Load (Wet) 3: 18896 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: 8
Dry 3 Cracked / Broken Aggregate: 14
Wet 1 Cracked / Broken Aggregate: 13
Wet 2 Cracked / Broken Aggregate: 9
Wet 3 Cracked / Broken Aggregate: 18
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): 3784.3 g
Wet 2 SSD Mass (Conditioned): 3785.5 g
Wet 3 SSD Mass (Conditioned): 3787.3 g
Wet 1 Mass in Water (Conditioned): 2148.1 g
Wet 2 Mass in Water (Conditioned): 2152.2 g
Wet 3 Mass in Water (Conditioned): 2157.0 g
Wet 1 Absolute Pressure (Manometer): 231 mmHg
Wet 2 Absolute Pressure (Manometer): 204 mmHg
Wet 3 Absolute Pressure (Manometer): 234 mmHg
Wet 1 Partial Pressure (Vacuum Gauge): 20 inHg
Wet 2 Partial Pressure (Vacuum Gauge): 21 inHg
Wet 3 Partial Pressure (Vacuum Gauge): 20 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: 95.1 mm
Wet 2 Thickness after conditioning: 95 mm
Wet 3 Thickness after conditioning: 95.1 mm
Dry 1 Volume: 1631.3 cm^3
Dry 2 Volume: 1626.0 cm^3
Dry 3 Volume: 1628.1 cm^3
Wet 1 Volume: 1630.9 cm^3
Wet 2 Volume: 1626.4 cm^3
Wet 3 Volume: 1630.3 cm^3
Dry 1 Bulk Specific Gravity: 2.266
Dry 2 Bulk Specific Gravity: 2.273
Dry 3 Bulk Specific Gravity: 2.27
Wet 1 Bulk Specific Gravity: 2.266
Wet 2 Bulk Specific Gravity: 2.272
Wet 3 Bulk Specific Gravity: 2.267
Dry 1 Percent Air Voids: 7.4 %
Dry 2 Percent Air Voids: 7.1 %
Dry 3 Percent Air Voids: 7.2 %
Wet 1 Percent Air Voids: 7.4 %
Wet 2 Percent Air Voids: 7.2 %
Wet 3 Percent Air Voids: 7.4 %
Dry 1 Volume of Air Voids: 120.7 cm^3
Dry 2 Volume of Air Voids: 115.4 cm^3
Dry 3 Volume of Air Voids: 117.2 cm^3
Wet 1 Volume of Air Voids: 120.7 cm^3
Wet 2 Volume of Air Voids: 117.1 cm^3
Wet 3 Volume of Air Voids: 120.6 cm^3
Wet 1 Minimum Saturated Mass: 3780.7 g
Wet 2 Minimum Saturated Mass: 3777.7 g
Wet 3 Minimum Saturated Mass: 3780.7 g
Wet 1 Maximum Saturated Mass: 3792.8 g
Wet 2 Maximum Saturated Mass: 3789.4 g
Wet 3 Maximum Saturated Mass: 3792.8 g
Wet 1 Volume (Conditioned): 1636.2 cm^3
Wet 2 Volume (Conditioned): 1633.3 cm^3
Wet 3 Volume (Conditioned): 1630.3 cm^3
Wet 1 Volume of Absorbed Water: 88.1 cm^3
Wet 2 Volume of Absorbed Water: 89.8 cm^3
Wet 3 Volume of Absorbed Water: 91 cm^3
Wet 1 Percent Saturation: 73 %
Wet 2 Percent Saturation: 77 %
Wet 3 Percent Saturation: 75 %
Wet 1 Percent Swell: 0.3 %
Wet 2 Percent Swell: 0.4 %
Wet 3 Percent Swell: 0 %
Dry Tensile Strength, 1: 1005 kPa
Dry Tensile Strength, 2: 1011 kPa
Dry Tensile Strength, 3: 1019 kPa
Wet Tensile Strength, 1: 859 kPa
Wet Tensile Strength, 2: 871 kPa
Wet Tensile Strength, 3: 843 kPa
Average Dry Tensile Strength: 147 psi
Average Wet Tensile Strength: 124 psi
Tensile Strength Ratio:0.84
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/27/2020 ✔