Summary for Test 2023-06-07-82-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 993669 DEA: 112N1164 EFIS: 1121000145 |
|---|---|
| DIST-CO-RTE-PM | 11-IMP-186-0.0/2.1 |
| Award Date | 06/09/2022 |
| Closeout Date | 12/01/2023 |
| Work Description | COLD PLANE, SAMI, RHMA-G AND PAVEMENT MARKINGS |
| Location Description | IMPERIAL COUNTY AT ANDRADE FROM MEXICO BORDER TO ROUTE 186/8 SEPARATION |
| QA Service Level | 1 (Verified on 03/29/2022) |
Sample Information
| Sample Taken Date | 06/07/2023 | Sample Unique Key | 82 |
|---|---|---|---|
| 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 | 06/09/2023 |
| Sample type | Quality Assurance | A brief description of the sample | 1/2" RHMA-G |
| The quantity of what the sample constitutes | 16 boxes 12 bags | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Enrique | Last name of sampler or witnessed by | Martinez |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 7404-PSU | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | API Gateway | Transportation Laboratory (TL) Number | |
| 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 | RHMA-G |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | 2 |
| Sublot number | 1 | HMA Mix Number | 41 |
| 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: 2023-06-07-82
DIME Test ID: 2023-06-07-82-5
Testing Lab: CT D11 - District 11 Materials 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: 2023-08-07
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Melchor Oronoz
Date of test: 08/07/2023
| Wet 1 | Wet 2 | Wet 3 | Dry 1 | Dry 2 | Dry 3 | |
|---|---|---|---|---|---|---|
| Untreated | ||||||
| 150.0 mm | 150.0 mm | 150.0 mm | 150.0 mm | 150.0 mm | 150.0 mm | |
| 95.0 mm | 95.0 mm | 95.0 mm | 95.0 mm | 95.0 mm | 95.0 mm | |
| 3575.8 g | 3560.1 g | 3580.2 g | 3594.1 g | 3594.9 g | 3593.4 g | |
| 1987.6 g | 1997.8 g | 1998.8 g | 1998.1 g | 2000.1 g | 2001.1 g | |
| 3595.2 g | 3603.1 g | 3608.9 g | 3613.3 g | 3613.1 g | 3613.8 g | |
| 2.383 | 2.383 | 2.383 | 2.383 | 2.383 | 2.383 | |
| 3595.2 g | 3603.1 g | 3608.9 g | ||||
| 1987.6 g | 1997.8 g | 1998.8 g | ||||
| 95.1 mm | 95.1 mm | 95.2 mm | ||||
| 195 mmHg | 205 mmHg | 160 mmHg | ||||
| 0 inHg | 0 inHg | 0 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1607.6 cm^3 | 1605.3 cm^3 | 1610.1 cm^3 | 1615.2 cm^3 | 1613.0 cm^3 | 1612.7 cm^3 | |
2.224 | 2.218 | 2.224 | 2.225 | 2.229 | 2.228 | |
6.7 % | 6.9 % | 6.7 % | 6.6 % | 6.5 % | 6.5 % | |
107.7 cm^3 | 110.8 cm^3 | 107.9 cm^3 | 106.6 cm^3 | 104.8 cm^3 | 104.8 cm^3 | |
3651.2 g | 3637.7 g | 3655.7 g | ||||
3662.0 g | 3648.7 g | 3666.5 g | ||||
1607.6 cm^3 | 1605.3 cm^3 | 1610.1 cm^3 | ||||
19.4 cm^3 | 43.0 cm^3 | 28.7 cm^3 | ||||
18 % | 39 % | 27 % | ||||
0.0 % | 0.0 % | 0.0 % | ||||
20867 N | 17606 N | 19626 N | 25929 N | 22837 N | 24149 N | |
1 | 1 | 1 | 1 | 2 | 1 | |
4 | 5 | 3 | 6 | 5 | 8 | |
0 | 0 | 0 | 0 | 0 | 0 | |
931 kPa | 786 kPa | 875 kPa | 1158 kPa | 1020 kPa | 1079 kPa | |
125 psi | 157 psi | |||||
0.8 | ||||||
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Test was verified on 8/7/2023 ✔