Summary for Test 2023-06-05-40-6
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 | 06/05/2023 | Sample Unique Key | 40 |
|---|---|---|---|
| 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 8 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 | 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 | 1 |
| Sublot number | 1 | HMA Mix Number | 1 |
| 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: 2023-06-05-40
DIME Test ID: 2023-06-05-40-6
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: 2023-08-16
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Melchor Oronoz
Date of test: 06/22/2023
| 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 | |
| 3648.9 g | 3647.8 g | 3642.2 g | 3642.3 g | 3638.9 g | 3631.1 g | |
| 2049.0 g | 2043.2 g | 2043.1 g | 2042.3 g | 2033.6 g | 2031.1 g | |
| 3667.3 g | 3663.1 g | 3659.1 g | 3663.5 g | 3650.5 g | 3649.1 g | |
| 2.412 | 2.412 | 2.412 | 2.412 | 2.412 | 2.412 | |
| 3725.2 g | 3725.4 g | 3718.4 g | ||||
| 2049.0 g | 2043.2 g | 2043.1 g | ||||
| 95.3 mm | 95.2 mm | 95.4 mm | ||||
| 101 mmHg | 91 mmHg | 90 mmHg | ||||
| 0 inHg | 0 inHg | 0 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1618.3 cm^3 | 1619.9 cm^3 | 1616.0 cm^3 | 1621.2 cm^3 | 1616.9 cm^3 | 1618.0 cm^3 | |
2.255 | 2.252 | 2.254 | 2.247 | 2.251 | 2.244 | |
6.5 % | 6.6 % | 6.6 % | 6.8 % | 6.7 % | 7.0 % | |
105.2 cm^3 | 106.9 cm^3 | 106.7 cm^3 | 110.2 cm^3 | 108.3 cm^3 | 113.3 cm^3 | |
3722.5 g | 3722.6 g | 3716.9 g | ||||
3733.1 g | 3733.3 g | 3727.6 g | ||||
1676.2 cm^3 | 1682.2 cm^3 | 1675.3 cm^3 | ||||
76.3 cm^3 | 77.6 cm^3 | 76.2 cm^3 | ||||
73 % | 73 % | 71 % | ||||
3.6 % | 3.8 % | 3.7 % | ||||
16066 N | 23855 N | 24394 N | 27307 N | 24807 N | 23646 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
5 | 5 | 5 | 5 | 5 | 5 | |
0 | 0 | 0 | 0 | 0 | 0 | |
715 kPa | 1063 kPa | 1085 kPa | 1220 kPa | 1108 kPa | 1056 kPa | |
138 psi | 164 psi | |||||
0.84 | ||||||
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Test was verified on 8/16/2023 ✔