Summary for Test 2021-05-11-29-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 215252 DEA: 021J4704 EFIS: 0220000082 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-3-46.7/49.8,63.8/67.704 |
| Award Date | 12/18/2020 |
| Closeout Date | 09/30/2021 |
| Work Description | HMA OVERLAY, REPLACE AC SURFACING AND SHOULDER BACKING. |
| Location Description | TRINITY COUNTY NEAR TRINITY CENTER FROM 0.7 MILE NORTH OF CEDAR STOCK ROAD TO DIENER MINE VIADUCT AND FROM 2.3 MILES NORTH OF EL DORADO WAY TO COFFEE CREEK BRIDGE NO. 05-0060 |
| QA Service Level | 1 (Verified on 10/30/2020) |
Sample Information
| Sample Taken Date | 05/11/2021 | Sample Unique Key | 29 |
|---|---|---|---|
| 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 | 05/11/2021 |
| Sample type | Acceptance | A brief description of the sample | Treated 3/4-inch Type A HMA (eq. PG 64-16) |
| 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 | Telephone number of sampler | ||
| Laboratory sample identification | D78793 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | J F Shea Construction - Fawndale Rock and Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 768791 |
| 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 Design ID |
Test Details
DIME Sample ID: 2021-05-11-29
DIME Test ID: 2021-05-11-29-5
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: 2021-07-13
Test Results
Input Type: Measured
Tester's full name: Valasek, Sweeny, McCormick
Date of test: 05/27/2021
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: 94.9 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: 3880.1 g
Dry 2 Dry Mass in Air: 3881.4 g
Dry 3 Dry Mass in Air: 3881.2 g
Wet 1 Dry Mass in Air: 3881.2 g
Wet 2 Dry Mass in Air: 3880.4 g
Wet 3 Dry Mass in Air: 3881.4 g
Dry 1 SSD Mass: 3906.2 g
Dry 2 SSD Mass: 3909.9 g
Dry 3 SSD Mass: 3914.0 g
Wet 1 SSD Mass: 3910.2 g
Wet 2 SSD Mass: 3904.9 g
Wet 3 SSD Mass: 3913.4 g
Dry 1 Mass in Water: 2282.4 g
Dry 2 Mass in Water: 2287.0 g
Dry 3 Mass in Water: 2288.0 g
Wet 1 Mass in Water: 2284.0 g
Wet 2 Mass in Water: 2286.2 g
Wet 3 Mass in Water: 2286.5 g
Dry 1 Maximum Specific Gravity: 2.569
Dry 2 Maximum Specific Gravity: 2.569
Dry 3 Maximum Specific Gravity: 2.569
Wet 1 Maximum Specific Gravity: 2.569
Wet 2 Maximum Specific Gravity: 2.569
Wet 3 Maximum Specific Gravity: 2.569
Load (Dry) 1: 30871 N
Load (Dry) 2: 30297 N
Load (Dry) 3: 29487 N
Load (Wet) 1: 24977 N
Load (Wet) 2: 25995 N
Load (Wet) 3: 25181 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: 1
Wet 3 Visual Moisture Damage: 0
Dry 1 Cracked / Broken Aggregate: 39
Dry 2 Cracked / Broken Aggregate: 34
Dry 3 Cracked / Broken Aggregate: 30
Wet 1 Cracked / Broken Aggregate: 23
Wet 2 Cracked / Broken Aggregate: 29
Wet 3 Cracked / Broken Aggregate: 32
Dry 1 Soft Aggregate: 0
Dry 2 Soft Aggregate: 2
Dry 3 Soft Aggregate: 1
Wet 1 Soft Aggregate: 2
Wet 2 Soft Aggregate: 0
Wet 3 Soft Aggregate: 2
Wet 1 SSD Mass (Conditioned): 3962.5 g
Wet 2 SSD Mass (Conditioned): 3959.3 g
Wet 3 SSD Mass (Conditioned): 3970.2 g
Wet 1 Mass in Water (Conditioned): 2336.3 g
Wet 2 Mass in Water (Conditioned): 2340.6 g
Wet 3 Mass in Water (Conditioned): 2343.2 g
Wet 1 Absolute Pressure (Manometer): 202 mmHg
Wet 2 Absolute Pressure (Manometer): 143 mmHg
Wet 3 Absolute Pressure (Manometer): 174 mmHg
Wet 1 Partial Pressure (Vacuum Gauge): 21 inHg
Wet 2 Partial Pressure (Vacuum Gauge): 23 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: 94.9 mm
Wet 2 Thickness after conditioning: 95 mm
Wet 3 Thickness after conditioning: 94.9 mm
Dry 1 Volume: 1623.8 cm^3
Dry 2 Volume: 1622.9 cm^3
Dry 3 Volume: 1626.0 cm^3
Wet 1 Volume: 1626.2 cm^3
Wet 2 Volume: 1618.7 cm^3
Wet 3 Volume: 1626.9 cm^3
Dry 1 Bulk Specific Gravity: 2.39
Dry 2 Bulk Specific Gravity: 2.392
Dry 3 Bulk Specific Gravity: 2.387
Wet 1 Bulk Specific Gravity: 2.387
Wet 2 Bulk Specific Gravity: 2.397
Wet 3 Bulk Specific Gravity: 2.386
Dry 1 Percent Air Voids: 7.0 %
Dry 2 Percent Air Voids: 6.9 %
Dry 3 Percent Air Voids: 7.1 %
Wet 1 Percent Air Voids: 7.1 %
Wet 2 Percent Air Voids: 6.7 %
Wet 3 Percent Air Voids: 7.1 %
Dry 1 Volume of Air Voids: 113.7 cm^3
Dry 2 Volume of Air Voids: 112.0 cm^3
Dry 3 Volume of Air Voids: 115.4 cm^3
Wet 1 Volume of Air Voids: 115.5 cm^3
Wet 2 Volume of Air Voids: 108.5 cm^3
Wet 3 Volume of Air Voids: 115.5 cm^3
Wet 1 Minimum Saturated Mass: 3962 g
Wet 2 Minimum Saturated Mass: 3956.4 g
Wet 3 Minimum Saturated Mass: 3962.3 g
Wet 1 Maximum Saturated Mass: 3973.6 g
Wet 2 Maximum Saturated Mass: 3967.2 g
Wet 3 Maximum Saturated Mass: 3973.8 g
Wet 1 Volume (Conditioned): 1626.2 cm^3
Wet 2 Volume (Conditioned): 1618.7 cm^3
Wet 3 Volume (Conditioned): 1627.0 cm^3
Wet 1 Volume of Absorbed Water: 81.3 cm^3
Wet 2 Volume of Absorbed Water: 78.9 cm^3
Wet 3 Volume of Absorbed Water: 88.8 cm^3
Wet 1 Percent Saturation: 70 %
Wet 2 Percent Saturation: 73 %
Wet 3 Percent Saturation: 77 %
Wet 1 Percent Swell: 0 %
Wet 2 Percent Swell: 0 %
Wet 3 Percent Swell: 0 %
Dry Tensile Strength, 1: 1379 kPa
Dry Tensile Strength, 2: 1355 kPa
Dry Tensile Strength, 3: 1319 kPa
Wet Tensile Strength, 1: 1117 kPa
Wet Tensile Strength, 2: 1161 kPa
Wet Tensile Strength, 3: 1126 kPa
Average Dry Tensile Strength: 196 psi
Average Wet Tensile Strength: 165 psi
Tensile Strength Ratio:0.84
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/13/2021 ✔