Summary for Test 2023-06-15-52-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 994436 DEA: 11080284 EFIS: 1117000085 |
|---|---|
| DIST-CO-RTE-PM | 11-IMP-98-32.1/32.5 |
| Award Date | Not set |
| Closeout Date | 10/24/2024 |
| Work Description | Place HMA, minor concrete, modify drainage, landscape and electrical. |
| Location Description | IMPERIAL COUNTY IN CALEXICO FROM OLLIE AVENUE TO 0.1 MILE EAST OF ROCKWOOD AVENUE |
| QA Service Level | 1 (Verified on 12/09/2022) |
Sample Information
| Sample Taken Date | 06/15/2023 | Sample Unique Key | 52 |
|---|---|---|---|
| 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 | 06/16/2023 |
| Sample type | Quality Assurance | A brief description of the sample | 1-1/2" HMA |
| The quantity of what the sample constitutes | 8 boxes 5 bags | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Joe | Last name of sampler or witnessed by | Loper |
| 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 | Type A HMA |
|---|---|---|---|
| HMA Grading | Not Applicable | Lot number | |
| Sublot number | HMA Mix Number | 16 | |
| 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: 2023-06-15-52
DIME Test ID: 2023-06-15-52-5
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: 2023-08-11
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Melchor Oronoz
Date of test: 08/08/2023
| 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 | |
| 3794.9 g | 370.3 g | 3787.4 g | 3795.8 g | 3797.1 g | 3798.1 g | |
| 2204.7 g | 2210.9 g | 2199.8 g | 2210.0 g | 2217.5 g | 2215.3 g | |
| 3829.3 g | 3826.7 g | 3823.9 g | 3828.7 g | 3838.5 g | 3828.5 g | |
| 2.521 | 2.521 | 2.521 | 2.521 | 2.521 | 2.521 | |
| 3881.4 g | 3864.6 g | 3881.3 g | ||||
| 2204.7 g | 2210.9 g | 2199.8 g | ||||
| 95.2 mm | 95.4 mm | 95.3 mm | ||||
| 62 mmHg | 73 mmHg | 115 mmHg | ||||
| 0 inHg | 0 inHg | 0 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1624.6 cm^3 | 1615.8 cm^3 | 1624.1 cm^3 | 1618.7 cm^3 | 1621.0 cm^3 | 1613.2 cm^3 | |
2.336 | 0.229 | 2.332 | 2.345 | 2.342 | 2.354 | |
7.3 % | 90.9 % | 7.5 % | 7.0 % | 7.1 % | 6.6 % | |
118.6 cm^3 | 1468.8 cm^3 | 121.8 cm^3 | 113.3 cm^3 | 115.1 cm^3 | 106.5 cm^3 | |
3877.9 g | 1398.5 g | 3872.7 g | ||||
3889.8 g | 1545.3 g | 3884.8 g | ||||
1676.7 cm^3 | 1653.7 cm^3 | 1681.5 cm^3 | ||||
86.5 cm^3 | 3494.3 cm^3 | 93.9 cm^3 | ||||
73 % | 238 % | 77 % | ||||
3.2 % | 2.3 % | 3.5 % | ||||
28317 N | 21147 N | 25946 N | 31502 N | 29154 N | 36418 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
5 | 5 | 5 | 5 | 5 | 5 | |
0 | 0 | 0 | 0 | 0 | 0 | |
1262 kPa | 941 kPa | 1155 kPa | 1407 kPa | 1302 kPa | 1627 kPa | |
162 psi | 210 psi | |||||
0.77 | ||||||
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Test was verified on 8/11/2023 ✔