Summary for Test 2023-06-06-46-6
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 | 06/06/2023 | Sample Unique Key | 46 |
|---|---|---|---|
| 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 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 | 7402-PSU | Linked DIME Sample ID | 2023-06-05-40 |
| 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 |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | RHMA-G |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | 1 |
| Sublot number | 3 | HMA Mix Number | 1 |
Test Details
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DIME Sample ID: 2023-06-06-46
DIME Test ID: 2023-06-06-46-6
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: 2023-08-04
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 | |
| 3608.3 g | 3608.6 g | 3609.4 g | 3604.6 g | 3607.7 g | 3596.2 g | |
| 2011.1 g | 2016.4 g | 2016.1 g | 2016.5 g | 2018.5 g | 2003.3 g | |
| 3623.6 g | 3628.3 g | 3626.9 g | 3624.8 g | 3627.2 g | 3615.4 g | |
| 2.399 | 2.399 | 2.399 | 2.399 | 2.399 | 2.399 | |
| 3685.4 g | 3684.1 g | 3688.6 g | ||||
| 2011.1 g | 2016.4 g | 2016.1 g | ||||
| 95.1 mm | 95.1 mm | 95.2 mm | ||||
| 98 mmHg | 95 mmHg | 94 mmHg | ||||
| 0 inHg | 0 inHg | 0 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1612.5 cm^3 | 1611.9 cm^3 | 1610.8 cm^3 | 1608.3 cm^3 | 1608.7 cm^3 | 1612.1 cm^3 | |
2.238 | 2.239 | 2.241 | 2.241 | 2.243 | 2.231 | |
6.7 % | 6.7 % | 6.6 % | 6.6 % | 6.5 % | 7.0 % | |
108.0 cm^3 | 108.0 cm^3 | 106.3 cm^3 | 106.1 cm^3 | 104.6 cm^3 | 112.8 cm^3 | |
3683.9 g | 3684.2 g | 3683.8 g | ||||
3694.7 g | 3695 g | 3694.4 g | ||||
1674.3 cm^3 | 1667.7 cm^3 | 1672.5 cm^3 | ||||
77.1 cm^3 | 75.5 cm^3 | 79.2 cm^3 | ||||
71 % | 70 % | 75 % | ||||
3.8 % | 3.5 % | 3.8 % | ||||
18914 N | 20039 N | 19586 N | 23095 N | 24252 N | 21845 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
2 | 3 | 3 | 2 | 3 | 4 | |
0 | 0 | 0 | 0 | 0 | 0 | |
844 kPa | 894 kPa | 873 kPa | 1032 kPa | 1083 kPa | 976 kPa | |
126 psi | 149 psi | |||||
0.85 | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/4/2023 ✔