Summary for Test 2022-09-14-52-4
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 212775 DEA: 024F2204 EFIS: 0212000073 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-3-58.7/61.9 |
| Award Date | 02/25/2021 |
| Closeout Date | Not set |
| Work Description | REPLACE STRUCTURAL CONCRETE BRIDGE AND CULVERTS AND PLACE HMA. |
| Location Description | TRINITY COUNTY NEAR TRINITY CENTER FROM 58.7 MILES NORTH OF PREACHER MEADOWS ROAD TO 60.7 MILES SOUTH OF EL DORADO WAY |
| QA Service Level | 1 (Verified on 01/08/2019) |
Sample Information
| Sample Taken Date | 09/14/2022 | Sample Unique Key | 52 |
|---|---|---|---|
| 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 | 09/14/2022 |
| Sample type | Acceptance | A brief description of the sample | 16 boxes of Lime Treated 3/4-inch Type A HMA (eq. PG 64-28 M) with 23.6% RAP and virgin PG 58-34 M from Valero (Benicia, CA) |
| The quantity of what the sample constitutes | Production Start-Up Evaluation | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Cindy | Last name of sampler or witnessed by | Bryant |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D79157 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | J.F. Shea Construction – Fawndale Rock and Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 857910 |
| 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 | HMA Mix Number | Not set |
Test Details
DIME Sample ID: 2022-09-14-52
DIME Test ID: 2022-09-14-52-4
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: 2022-09-30
Test Results
Input Type: Measured
Tester's full name: Colt Sweeny and Darrell Valasek
Date of test: 09/19/2022
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: 94.9 mm
Dry 2 Thickness: 95.0 mm
Dry 3 Thickness: 95.0 mm
Wet 1 Thickness: 95.0 mm
Wet 2 Thickness: 94.9 mm
Wet 3 Thickness: 94.9 mm
Dry 1 Dry Mass in Air: 3820.2 g
Dry 2 Dry Mass in Air: 3820.1 g
Dry 3 Dry Mass in Air: 3820.7 g
Wet 1 Dry Mass in Air: 3819.2 g
Wet 2 Dry Mass in Air: 3820.6 g
Wet 3 Dry Mass in Air: 3820.5 g
Dry 1 SSD Mass: 3845.5 g
Dry 2 SSD Mass: 3850.4 g
Dry 3 SSD Mass: 3852.9 g
Wet 1 SSD Mass: 3848.1 g
Wet 2 SSD Mass: 3854.4 g
Wet 3 SSD Mass: 3857.4 g
Dry 1 Mass in Water: 2224.9 g
Dry 2 Mass in Water: 2228.2 g
Dry 3 Mass in Water: 2228.1 g
Wet 1 Mass in Water: 2226.6 g
Wet 2 Mass in Water: 2232.9 g
Wet 3 Mass in Water: 2233.8 g
Dry 1 Maximum Specific Gravity: 2.543
Dry 2 Maximum Specific Gravity: 2.543
Dry 3 Maximum Specific Gravity: 2.543
Wet 1 Maximum Specific Gravity: 2.543
Wet 2 Maximum Specific Gravity: 2.543
Wet 3 Maximum Specific Gravity: 2.543
Load (Dry) 1: 19652 N
Load (Dry) 2: 20146 N
Load (Dry) 3: 19812 N
Load (Wet) 1: 18215 N
Load (Wet) 2: 18909 N
Load (Wet) 3: 18425 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: 23
Dry 2 Cracked / Broken Aggregate: 27
Dry 3 Cracked / Broken Aggregate: 27
Wet 1 Cracked / Broken Aggregate: 19
Wet 2 Cracked / Broken Aggregate: 17
Wet 3 Cracked / Broken Aggregate: 22
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): 3905.0 g
Wet 2 SSD Mass (Conditioned): 3906.7 g
Wet 3 SSD Mass (Conditioned): 3906.5 g
Wet 1 Mass in Water (Conditioned): 2278.8 g
Wet 2 Mass in Water (Conditioned): 2284.6 g
Wet 3 Mass in Water (Conditioned): 2281.5 g
Wet 1 Absolute Pressure (Manometer): 230 mmHg
Wet 2 Absolute Pressure (Manometer): 225 mmHg
Wet 3 Absolute Pressure (Manometer): 229 mmHg
Wet 1 Partial Pressure (Vacuum Gauge): 20 inHg
Wet 2 Partial Pressure (Vacuum Gauge): 20 inHg
Wet 3 Partial Pressure (Vacuum Gauge): 19 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 mm
Wet 2 Thickness after conditioning: 95 mm
Wet 3 Thickness after conditioning: 95 mm
Dry 1 Volume: 1620.6 cm^3
Dry 2 Volume: 1622.2 cm^3
Dry 3 Volume: 1624.8 cm^3
Wet 1 Volume: 1621.5 cm^3
Wet 2 Volume: 1621.5 cm^3
Wet 3 Volume: 1623.6 cm^3
Dry 1 Bulk Specific Gravity: 2.357
Dry 2 Bulk Specific Gravity: 2.355
Dry 3 Bulk Specific Gravity: 2.351
Wet 1 Bulk Specific Gravity: 2.355
Wet 2 Bulk Specific Gravity: 2.356
Wet 3 Bulk Specific Gravity: 2.353
Dry 1 Percent Air Voids: 7.3 %
Dry 2 Percent Air Voids: 7.4 %
Dry 3 Percent Air Voids: 7.6 %
Wet 1 Percent Air Voids: 7.4 %
Wet 2 Percent Air Voids: 7.4 %
Wet 3 Percent Air Voids: 7.5 %
Dry 1 Volume of Air Voids: 118.3 cm^3
Dry 2 Volume of Air Voids: 120.0 cm^3
Dry 3 Volume of Air Voids: 123.5 cm^3
Wet 1 Volume of Air Voids: 120.0 cm^3
Wet 2 Volume of Air Voids: 120.0 cm^3
Wet 3 Volume of Air Voids: 121.8 cm^3
Wet 1 Minimum Saturated Mass: 3903.2 g
Wet 2 Minimum Saturated Mass: 3904.6 g
Wet 3 Minimum Saturated Mass: 3905.8 g
Wet 1 Maximum Saturated Mass: 3915.2 g
Wet 2 Maximum Saturated Mass: 3916.6 g
Wet 3 Maximum Saturated Mass: 3917.9 g
Wet 1 Volume (Conditioned): 1626.2 cm^3
Wet 2 Volume (Conditioned): 1622.1 cm^3
Wet 3 Volume (Conditioned): 1625.0 cm^3
Wet 1 Volume of Absorbed Water: 85.8 cm^3
Wet 2 Volume of Absorbed Water: 86.1 cm^3
Wet 3 Volume of Absorbed Water: 86 cm^3
Wet 1 Percent Saturation: 72 %
Wet 2 Percent Saturation: 72 %
Wet 3 Percent Saturation: 71 %
Wet 1 Percent Swell: 0.3 %
Wet 2 Percent Swell: 0 %
Wet 3 Percent Swell: 0.1 %
Dry Tensile Strength, 1: 879 kPa
Dry Tensile Strength, 2: 900 kPa
Dry Tensile Strength, 3: 885 kPa
Wet Tensile Strength, 1: 814 kPa
Wet Tensile Strength, 2: 845 kPa
Wet Tensile Strength, 3: 823 kPa
Average Dry Tensile Strength: 129 psi
Average Wet Tensile Strength: 120 psi
Tensile Strength Ratio: 0.93
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/30/2022 ✔