Summary for Test 2023-06-08-67-5
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 | 06/08/2023 | Sample Unique Key | 67 |
|---|---|---|---|
| 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 | 8 boxes 4 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 | 7405-A | 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 | 3 | 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: 2023-06-08-67
DIME Test ID: 2023-06-08-67-5
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: 2023-08-09
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Melchor Oronoz
Date of test: 08/09/2023
| 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 | |
| 3595.9 g | 3598.3 g | 3613.5 g | 3537.9 g | 3596.5 g | 3585.8 g | |
| 1996.6 g | 2004.7 g | 2010.8 g | 1903.9 g | 2008.1 g | 1986.7 g | |
| 3612.4 g | 3619.1 g | 3631.5 g | 3493.5 g | 3618.8 g | 3601.5 g | |
| 2.389 | 2.389 | 2.389 | 2.389 | 2.389 | 2.389 | |
| 3612.4 g | 3619.1 g | 3631.5 g | ||||
| 1996.6 g | 2004.7 g | 2010.8 g | ||||
| 95.1 mm | 95.1 mm | 95.1 mm | ||||
| 190 mmHg | 210 mmHg | 208 mmHg | ||||
| 0 inHg | 0 inHg | 0 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1615.8 cm^3 | 1614.4 cm^3 | 1620.7 cm^3 | 1589.6 cm^3 | 1610.7 cm^3 | 1614.8 cm^3 | |
2.225 | 2.229 | 2.230 | 2.226 | 2.233 | 2.221 | |
6.9 % | 6.7 % | 6.7 % | 6.8 % | 6.5 % | 7.0 % | |
111.5 cm^3 | 108.2 cm^3 | 108.6 cm^3 | 108.1 cm^3 | 104.7 cm^3 | 113.0 cm^3 | |
3674.0 g | 3674.0 g | 3689.5 g | ||||
3685.1 g | 3684.9 g | 3700.4 g | ||||
1615.8 cm^3 | 1614.4 cm^3 | 1620.7 cm^3 | ||||
16.5 cm^3 | 20.8 cm^3 | 18.0 cm^3 | ||||
15 % | 19 % | 17 % | ||||
0.0 % | 0.0 % | 0.0 % | ||||
18941 N | 21249 N | 22633 N | 17530 N | 24439 N | 19207 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
9 | 6 | 5 | 8 | 5 | 7 | |
0 | 0 | 0 | 0 | 0 | 0 | |
845 kPa | 948 kPa | 1010 kPa | 783 kPa | 1092 kPa | 858 kPa | |
135 psi | 132 psi | |||||
1.02 | ||||||
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Test was verified on 8/9/2023 ✔