Summary for Test 2020-06-18-46-6
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 | 06/18/2020 | 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 | 06/19/2020 |
| 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 | D78491 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Ward Lake Plant, Litchfield, CA | Transportation Laboratory (TL) Number | 896986 |
| 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 | JMF Verification ID | JMF3513-2020-209 |
Test Details
DIME Sample ID: 2020-06-18-46
DIME Test ID: 2020-06-18-46-6
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: 2020-10-19
Test Results
Input Type: Measured
Tester's full name: D. Valasek and T. McCormick
Date of test: 06/25/2020
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: 95.1 mm
Dry 3 Thickness: 95.1 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: 3666.8 g
Dry 2 Dry Mass in Air: 3668.7 g
Dry 3 Dry Mass in Air: 3668.0 g
Wet 1 Dry Mass in Air: 3666.2 g
Wet 2 Dry Mass in Air: 3668.5 g
Wet 3 Dry Mass in Air: 3668.7 g
Dry 1 SSD Mass: 3688.6 g
Dry 2 SSD Mass: 3691.5 g
Dry 3 SSD Mass: 3690.4 g
Wet 1 SSD Mass: 3687.8 g
Wet 2 SSD Mass: 3693.1 g
Wet 3 SSD Mass: 3691.4 g
Dry 1 Mass in Water: 2061.9 g
Dry 2 Mass in Water: 2066.9 g
Dry 3 Mass in Water: 2059.9 g
Wet 1 Mass in Water: 2059.4 g
Wet 2 Mass in Water: 2068.0 g
Wet 3 Mass in Water: 2065.0 g
Dry 1 Maximum Specific Gravity: 2.433
Dry 2 Maximum Specific Gravity: 2.433
Dry 3 Maximum Specific Gravity: 2.433
Wet 1 Maximum Specific Gravity: 2.433
Wet 2 Maximum Specific Gravity: 2.433
Wet 3 Maximum Specific Gravity: 2.433
Load (Dry) 1: 17731 N
Load (Dry) 2: 18723 N
Load (Dry) 3: 17833 N
Load (Wet) 1: 17028 N
Load (Wet) 2: 17597 N
Load (Wet) 3: 17277 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: 24
Dry 2 Cracked / Broken Aggregate: 25
Dry 3 Cracked / Broken Aggregate: 25
Wet 1 Cracked / Broken Aggregate: 16
Wet 2 Cracked / Broken Aggregate: 14
Wet 3 Cracked / Broken Aggregate: 7
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): 3756.7 g
Wet 2 SSD Mass (Conditioned): 3750.7 g
Wet 3 SSD Mass (Conditioned): 3757.4 g
Wet 1 Mass in Water (Conditioned): 2124.8 g
Wet 2 Mass in Water (Conditioned): 2117.5 g
Wet 3 Mass in Water (Conditioned): 2122.5 g
Wet 1 Absolute Pressure (Manometer): 211 mmHg
Wet 2 Absolute Pressure (Manometer): 213 mmHg
Wet 3 Absolute Pressure (Manometer): 211 mmHg
Wet 1 Partial Pressure (Vacuum Gauge): 21 inHg
Wet 2 Partial Pressure (Vacuum Gauge): 21 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: 95.2 mm
Wet 2 Thickness after conditioning: 95.1 mm
Wet 3 Thickness after conditioning: 95.2 mm
Dry 1 Volume: 1626.7 cm^3
Dry 2 Volume: 1624.6 cm^3
Dry 3 Volume: 1630.5 cm^3
Wet 1 Volume: 1628.4 cm^3
Wet 2 Volume: 1625.1 cm^3
Wet 3 Volume: 1626.4 cm^3
Dry 1 Bulk Specific Gravity: 2.254
Dry 2 Bulk Specific Gravity: 2.258
Dry 3 Bulk Specific Gravity: 2.25
Wet 1 Bulk Specific Gravity: 2.251
Wet 2 Bulk Specific Gravity: 2.257
Wet 3 Bulk Specific Gravity: 2.256
Dry 1 Percent Air Voids: 7.4 %
Dry 2 Percent Air Voids: 7.2 %
Dry 3 Percent Air Voids: 7.5 %
Wet 1 Percent Air Voids: 7.5 %
Wet 2 Percent Air Voids: 7.2 %
Wet 3 Percent Air Voids: 7.3 %
Dry 1 Volume of Air Voids: 120.4 cm^3
Dry 2 Volume of Air Voids: 117.0 cm^3
Dry 3 Volume of Air Voids: 122.3 cm^3
Wet 1 Volume of Air Voids: 122.1 cm^3
Wet 2 Volume of Air Voids: 117.0 cm^3
Wet 3 Volume of Air Voids: 118.7 cm^3
Wet 1 Minimum Saturated Mass: 3751.7 g
Wet 2 Minimum Saturated Mass: 3750.4 g
Wet 3 Minimum Saturated Mass: 3751.8 g
Wet 1 Maximum Saturated Mass: 3763.9 g
Wet 2 Maximum Saturated Mass: 3762.1 g
Wet 3 Maximum Saturated Mass: 3763.7 g
Wet 1 Volume (Conditioned): 1631.9 cm^3
Wet 2 Volume (Conditioned): 1633.2 cm^3
Wet 3 Volume (Conditioned): 1634.9 cm^3
Wet 1 Volume of Absorbed Water: 90.5 cm^3
Wet 2 Volume of Absorbed Water: 82.2 cm^3
Wet 3 Volume of Absorbed Water: 88.7 cm^3
Wet 1 Percent Saturation: 74 %
Wet 2 Percent Saturation: 70 %
Wet 3 Percent Saturation: 75 %
Wet 1 Percent Swell: 0.2 %
Wet 2 Percent Swell: 0.5 %
Wet 3 Percent Swell: 0.5 %
Dry Tensile Strength, 1: 791 kPa
Dry Tensile Strength, 2: 836 kPa
Dry Tensile Strength, 3: 796 kPa
Wet Tensile Strength, 1: 759 kPa
Wet Tensile Strength, 2: 785 kPa
Wet Tensile Strength, 3: 770 kPa
Average Dry Tensile Strength: 117 psi
Average Wet Tensile Strength: 112 psi
Tensile Strength Ratio:0.96
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/19/2020 ✔