Summary for Test 2020-05-14-54-6
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 | 05/14/2020 | Sample Unique Key | 54 |
|---|---|---|---|
| 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 | 05/18/2020 |
| Sample type | Verification | A brief description of the sample | 3/8-inch Type A HMA (PG 64-28 M) 15.0 RAP, 1.1 Lime |
| The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Jimmy | Last name of sampler or witnessed by | Montana |
| Title of sampler | CGI | Telephone number of sampler | |
| Laboratory sample identification | D78434 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Ward Lake Plant, Litchfield, CA | Transportation Laboratory (TL) Number | 733192 |
| 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 | 3/8 inch | Lot number | Unknown |
| Sublot number | Unknown | JMF Verification ID | JMF3513-2020-155 |
Test Details
DIME Sample ID: 2020-05-14-54
DIME Test ID: 2020-05-14-54-6
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: 2020-07-09
Test Results
Input Type: Measured
Tester's full name: Valasek, Hickey, McCormick
Date of test: 05/21/2020
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: 95.1 mm
Dry 2 Thickness: 95.0 mm
Dry 3 Thickness: 95.2 mm
Wet 1 Thickness: 95.0 mm
Wet 2 Thickness: 95.0 mm
Wet 3 Thickness: 95.0 mm
Dry 1 Dry Mass in Air: 3643.1 g
Dry 2 Dry Mass in Air: 3643.0 g
Dry 3 Dry Mass in Air: 3643.6 g
Wet 1 Dry Mass in Air: 3642.2 g
Wet 2 Dry Mass in Air: 3643.9 g
Wet 3 Dry Mass in Air: 3644.7 g
Dry 1 SSD Mass: 3655.9 g
Dry 2 SSD Mass: 3655.0 g
Dry 3 SSD Mass: 3655.8 g
Wet 1 SSD Mass: 3652.9 g
Wet 2 SSD Mass: 3657.2 g
Wet 3 SSD Mass: 3659.5 g
Dry 1 Mass in Water: 2016.6 g
Dry 2 Mass in Water: 2021.6 g
Dry 3 Mass in Water: 2014.6 g
Wet 1 Mass in Water: 2014.7 g
Wet 2 Mass in Water: 2019.3 g
Wet 3 Mass in Water: 2022.2 g
Dry 1 Maximum Specific Gravity: 2.393
Dry 2 Maximum Specific Gravity: 2.393
Dry 3 Maximum Specific Gravity: 2.393
Wet 1 Maximum Specific Gravity: 2.393
Wet 2 Maximum Specific Gravity: 2.393
Wet 3 Maximum Specific Gravity: 2.393
Load (Dry) 1: 19047 N
Load (Dry) 2: 19047 N
Load (Dry) 3: 19163 N
Load (Wet) 1: 16805 N
Load (Wet) 2: 17437 N
Load (Wet) 3: 17455 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: 13
Dry 2 Cracked / Broken Aggregate: 12
Dry 3 Cracked / Broken Aggregate: 17
Wet 1 Cracked / Broken Aggregate: 15
Wet 2 Cracked / Broken Aggregate: 8
Wet 3 Cracked / Broken Aggregate: 15
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): 3728.2 g
Wet 2 SSD Mass (Conditioned): 3725.2 g
Wet 3 SSD Mass (Conditioned): 3727.3 g
Wet 1 Mass in Water (Conditioned): 2084.3 g
Wet 2 Mass in Water (Conditioned): 2082.9 g
Wet 3 Mass in Water (Conditioned): 2086.7 g
Wet 1 Absolute Pressure (Manometer): 215 mmHg
Wet 2 Absolute Pressure (Manometer): 217 mmHg
Wet 3 Absolute Pressure (Manometer): 192 mmHg
Wet 1 Partial Pressure (Vacuum Gauge): 21 inHg
Wet 2 Partial Pressure (Vacuum Gauge): 21 inHg
Wet 3 Partial Pressure (Vacuum Gauge): 22 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: 95.3 mm
Wet 2 Thickness after conditioning: 95.2 mm
Wet 3 Thickness after conditioning: 95 mm
Dry 1 Volume: 1639.3 cm^3
Dry 2 Volume: 1633.4 cm^3
Dry 3 Volume: 1641.2 cm^3
Wet 1 Volume: 1638.2 cm^3
Wet 2 Volume: 1637.9 cm^3
Wet 3 Volume: 1637.3 cm^3
Dry 1 Bulk Specific Gravity: 2.222
Dry 2 Bulk Specific Gravity: 2.23
Dry 3 Bulk Specific Gravity: 2.22
Wet 1 Bulk Specific Gravity: 2.223
Wet 2 Bulk Specific Gravity: 2.225
Wet 3 Bulk Specific Gravity: 2.226
Dry 1 Percent Air Voids: 7.1 %
Dry 2 Percent Air Voids: 6.8 %
Dry 3 Percent Air Voids: 7.2 %
Wet 1 Percent Air Voids: 7.1 %
Wet 2 Percent Air Voids: 7.0 %
Wet 3 Percent Air Voids: 7.0 %
Dry 1 Volume of Air Voids: 116.4 cm^3
Dry 2 Volume of Air Voids: 111.1 cm^3
Dry 3 Volume of Air Voids: 118.2 cm^3
Wet 1 Volume of Air Voids: 116.3 cm^3
Wet 2 Volume of Air Voids: 114.7 cm^3
Wet 3 Volume of Air Voids: 114.6 cm^3
Wet 1 Minimum Saturated Mass: 3723.6 g
Wet 2 Minimum Saturated Mass: 3724.2 g
Wet 3 Minimum Saturated Mass: 3724.9 g
Wet 1 Maximum Saturated Mass: 3735.2 g
Wet 2 Maximum Saturated Mass: 3735.7 g
Wet 3 Maximum Saturated Mass: 3736.4 g
Wet 1 Volume (Conditioned): 1643.9 cm^3
Wet 2 Volume (Conditioned): 1642.3 cm^3
Wet 3 Volume (Conditioned): 1640.6 cm^3
Wet 1 Volume of Absorbed Water: 86 cm^3
Wet 2 Volume of Absorbed Water: 81.3 cm^3
Wet 3 Volume of Absorbed Water: 82.6 cm^3
Wet 1 Percent Saturation: 74 %
Wet 2 Percent Saturation: 71 %
Wet 3 Percent Saturation: 72 %
Wet 1 Percent Swell: 0.3 %
Wet 2 Percent Swell: 0.3 %
Wet 3 Percent Swell: 0.2 %
Dry Tensile Strength, 1: 850 kPa
Dry Tensile Strength, 2: 851 kPa
Dry Tensile Strength, 3: 854 kPa
Wet Tensile Strength, 1: 748 kPa
Wet Tensile Strength, 2: 777 kPa
Wet Tensile Strength, 3: 780 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 7/9/2020 ✔