Summary for Test 2020-05-07-25-6
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 | 05/07/2020 | Sample Unique Key | 25 |
|---|---|---|---|
| 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 | 05/08/2020 |
| Sample type | Verification | A brief description of the sample | 1/2-inch Type A HMA (eq. PG 64-28 M), 25.0 RAP, 1.0 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 | Telephone number of sampler | ||
| Laboratory sample identification | D78422 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Ward Lake Plant, Litchfield, CA | Transportation Laboratory (TL) Number | 733189 |
| 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 | Unknown |
| Sublot number | Unknown | HMA Mix Number | Not set |
Test Details
DIME Sample ID: 2020-05-07-25
DIME Test ID: 2020-05-07-25-6
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Test Release Date: 2020-06-29
Test Results
Input Type: Measured
Tester's full name: Valasek, Hickey, and TM
Date of test: 05/16/2020
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: 95.1 mm
Dry 3 Thickness: 94.9 mm
Wet 1 Thickness: 95.0 mm
Wet 2 Thickness: 95.0 mm
Wet 3 Thickness: 94.9 mm
Dry 1 Dry Mass in Air: 3607.2 g
Dry 2 Dry Mass in Air: 3609.2 g
Dry 3 Dry Mass in Air: 3608.5 g
Wet 1 Dry Mass in Air: 3606.4 g
Wet 2 Dry Mass in Air: 3609.2 g
Wet 3 Dry Mass in Air: 3608.6 g
Dry 1 SSD Mass: 3625.1 g
Dry 2 SSD Mass: 3628.2 g
Dry 3 SSD Mass: 3627.0 g
Wet 1 SSD Mass: 3621.7 g
Wet 2 SSD Mass: 3628.2 g
Wet 3 SSD Mass: 3629.2 g
Dry 1 Mass in Water: 1996.2 g
Dry 2 Mass in Water: 1998.0 g
Dry 3 Mass in Water: 2003.0 g
Wet 1 Mass in Water: 1995.3 g
Wet 2 Mass in Water: 2000.7 g
Wet 3 Mass in Water: 2003.0 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: 15200 N
Load (Dry) 2: 14701 N
Load (Dry) 3: 15489 N
Load (Wet) 1: 14061 N
Load (Wet) 2: 13959 N
Load (Wet) 3: 13923 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: 15
Dry 2 Cracked / Broken Aggregate: 14
Dry 3 Cracked / Broken Aggregate: 10
Wet 1 Cracked / Broken Aggregate: 11
Wet 2 Cracked / Broken Aggregate: 9
Wet 3 Cracked / Broken Aggregate: 10
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): 3698.0 g
Wet 2 SSD Mass (Conditioned): 3699.6 g
Wet 3 SSD Mass (Conditioned): 3694.7 g
Wet 1 Mass in Water (Conditioned): 2059.4 g
Wet 2 Mass in Water (Conditioned): 2020.7 g
Wet 3 Mass in Water (Conditioned): 2068.5 g
Wet 1 Absolute Pressure (Manometer): 252 mmHg
Wet 2 Absolute Pressure (Manometer): 221 mmHg
Wet 3 Absolute Pressure (Manometer): 252 mmHg
Wet 1 Partial Pressure (Vacuum Gauge): 19 inHg
Wet 2 Partial Pressure (Vacuum Gauge): 20 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: 95.2 mm
Wet 2 Thickness after conditioning: 95.1 mm
Wet 3 Thickness after conditioning: 94.9 mm
Dry 1 Volume: 1628.9 cm^3
Dry 2 Volume: 1630.2 cm^3
Dry 3 Volume: 1624.0 cm^3
Wet 1 Volume: 1626.4 cm^3
Wet 2 Volume: 1627.5 cm^3
Wet 3 Volume: 1626.2 cm^3
Dry 1 Bulk Specific Gravity: 2.215
Dry 2 Bulk Specific Gravity: 2.214
Dry 3 Bulk Specific Gravity: 2.222
Wet 1 Bulk Specific Gravity: 2.217
Wet 2 Bulk Specific Gravity: 2.218
Wet 3 Bulk Specific Gravity: 2.219
Dry 1 Percent Air Voids: 7.4 %
Dry 2 Percent Air Voids: 7.5 %
Dry 3 Percent Air Voids: 7.1 %
Wet 1 Percent Air Voids: 7.4 %
Wet 2 Percent Air Voids: 7.3 %
Wet 3 Percent Air Voids: 7.3 %
Dry 1 Volume of Air Voids: 120.5 cm^3
Dry 2 Volume of Air Voids: 122.3 cm^3
Dry 3 Volume of Air Voids: 115.3 cm^3
Wet 1 Volume of Air Voids: 120.4 cm^3
Wet 2 Volume of Air Voids: 118.8 cm^3
Wet 3 Volume of Air Voids: 118.7 cm^3
Wet 1 Minimum Saturated Mass: 3690.7 g
Wet 2 Minimum Saturated Mass: 3692.4 g
Wet 3 Minimum Saturated Mass: 3691.7 g
Wet 1 Maximum Saturated Mass: 3702.7 g
Wet 2 Maximum Saturated Mass: 3704.2 g
Wet 3 Maximum Saturated Mass: 3703.6 g
Wet 1 Volume (Conditioned): 1638.6 cm^3
Wet 2 Volume (Conditioned): 1678.9 cm^3
Wet 3 Volume (Conditioned): 1626.2 cm^3
Wet 1 Volume of Absorbed Water: 91.6 cm^3
Wet 2 Volume of Absorbed Water: 90.4 cm^3
Wet 3 Volume of Absorbed Water: 86.1 cm^3
Wet 1 Percent Saturation: 76 %
Wet 2 Percent Saturation: 76 %
Wet 3 Percent Saturation: 73 %
Wet 1 Percent Swell: 0.8 %
Wet 2 Percent Swell: 3.2 %
Wet 3 Percent Swell: 0 %
Dry Tensile Strength, 1: 679 kPa
Dry Tensile Strength, 2: 656 kPa
Dry Tensile Strength, 3: 693 kPa
Wet Tensile Strength, 1: 627 kPa
Wet Tensile Strength, 2: 623 kPa
Wet Tensile Strength, 3: 623 kPa
Average Dry Tensile Strength: 98 psi
Average Wet Tensile Strength: 91 psi
Tensile Strength Ratio: 0.93
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/29/2020 ✔