Summary for Test 2019-04-18-16-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 213336 DEA: 023E7404 EFIS: 0200020160 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-299-R7.6/18.3 |
| Award Date | 08/24/2018 |
| Closeout Date | 09/02/2020 |
| Work Description | PAVEMENT PRESERVATION |
| Location Description | SHASTA COUNTY AT AND NEAR SHASTA FROM 0.5 MILE WEST OF CRYSTAL CREEK ROAD TO TRINITY ALLEY |
| QA Service Level | 1 (Verified on 01/08/2019) |
Sample Information
| Sample Taken Date | 04/18/2019 | Sample Unique Key | 16 |
|---|---|---|---|
| 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 | 04/18/2019 |
| Sample type | Verification | A brief description of the sample | 3/4-inch Type A HMA (PG 64-10) |
| The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Dorell | Last name of sampler or witnessed by | Harper |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D77835 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Valero - Benicia, CA | Transportation Laboratory (TL) Number | 728567 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | 0 |
| Sublot number | 0 | HMA Mix Number | Not set |
| Binder content (%) | Not set | Virgin binder PG | Not set |
| Design binder PG | Not set | Binder Supplier | Not set |
| RAP content (%) | Not set | WMA Additives | Not set |
| Antistrip type | Not set |
Test Details
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DIME Sample ID: 2019-04-18-16
DIME Test ID: 2019-04-18-16-5
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: 2019-05-20
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: D. Valasek and T. McCormick
Date of test: 04/29/2019
| Wet 1 | Wet 2 | Wet 3 | Dry 1 | Dry 2 | Dry 3 | |
|---|---|---|---|---|---|---|
| Treated | ||||||
| 150.0 mm | 150.0 mm | 150.0 mm | 150.0 mm | 150.0 mm | 150.0 mm | |
| 95.0 mm | 95.0 mm | 94.0 mm | 95.0 mm | 95.0 mm | 95.0 mm | |
| 3769.0 g | 3768.0 g | 3768.3 g | 3768.4 g | 3767.3 g | 3769.4 g | |
| 2185.6 g | 2185.5 g | 2190.1 g | 2186.7 g | 2188.4 g | 2182.9 g | |
| 3792.1 g | 3795.5 g | 3797.6 g | 3791.8 g | 3798.3 g | 3797.8 g | |
| 2.524 | 2.524 | 2.524 | 2.524 | 2.524 | 2.524 | |
| 3848.9 g | 3850.4 g | 3851.9 g | ||||
| 2228.9 g | 2228.2 g | 2234.2 g | ||||
| 94.8 mm | 94.9 mm | 94.9 mm | ||||
| 244 mmHg | 252 mmHg | 234 mmHg | ||||
| 20 inHg | 19 inHg | 20 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1606.5 cm^3 | 1610.0 cm^3 | 1607.5 cm^3 | 1605.1 cm^3 | 1609.9 cm^3 | 1614.9 cm^3 | |
2.346 | 2.340 | 2.344 | 2.348 | 2.340 | 2.334 | |
7.1 % | 7.3 % | 7.1 % | 7.0 % | 7.3 % | 7.5 % | |
114.1 cm^3 | 117.5 cm^3 | 114.1 cm^3 | 112.4 cm^3 | 117.5 cm^3 | 121.1 cm^3 | |
3848.9 g | 3850.3 g | 3848.2 g | ||||
3860.3 g | 3862.0 g | 3859.6 g | ||||
1620.0 cm^3 | 1622.2 cm^3 | 1617.7 cm^3 | ||||
79.9 cm^3 | 82.4 cm^3 | 83.6 cm^3 | ||||
70 % | 70 % | 73 % | ||||
0.8 % | 0.8 % | 0.6 % | ||||
28900 N | 28762 N | 31743 N | 26987 N | 29198 N | 29487 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
21 | 20 | 22 | 13 | 23 | 21 | |
0 | 0 | 0 | 0 | 0 | 0 | |
1294 kPa | 1286 kPa | 1420 kPa | 1206 kPa | 1304 kPa | 1317 kPa | |
193 psi | 185 psi | |||||
1.04 | ||||||
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Test was verified on 5/20/2019 ✔