Summary for Test 2023-07-23-5-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 213457 DEA: 11430434 EFIS: 1118000197 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-8-12.9/14.6,14.9 |
| Award Date | 07/16/2022 |
| Closeout Date | 08/21/2025 |
| Work Description | HMA, STRUCTURAL BRIDGE, POLYESTER CONC OVERLAY, JPCP, & CONC BARRIER. |
| Location Description | SAN DIEGO COUNTY IN LA MESA AND EL CAJON FROM 0.1 MILE WEST OF GROSSMONT BOULEVARD OVERCROSSING TO WEST MAIN STREET OVERCROSSING AND AT MARSHALL AVENUE OVERHEAD |
| QA Service Level | 1 (Verified on 06/22/2018) |
Sample Information
| Sample Taken Date | 07/23/2023 | Sample Unique Key | 5 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/25/2023 | Sample type | Quality Assurance |
| A brief description of the sample | 3/4" HMA PSU | The quantity of what the sample constitutes | 12 boxes 3 bags |
| From where was the sample collected | Source | First name of sampler or witnessed by | Ben |
| Last name of sampler or witnessed by | Smith | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Vulcan Otay | |
| 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 | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | 220817 Otay Val | |
| 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: 2023-07-23-5
DIME Test ID: 2023-07-23-5-5
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: 2023-09-06
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Melchor Oronoz
Date of test: 08/23/2023
| Wet 1 | Wet 2 | Wet 3 | Dry 1 | Dry 2 | Dry 3 | |
|---|---|---|---|---|---|---|
| Treated | ||||||
| 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 | |
| 3814.1 g | 3804.4 g | 3801.9 g | 3825.8 g | 3824.2 g | 3799.9 g | |
| 2198.9 g | 2200.2 g | 2198.2 g | 2208.7 g | 2209.5 g | 2196.2 g | |
| 3825.1 g | 3821.2 g | 3819.8 g | 3838.4 g | 3836.5 g | 3814.8 g | |
| 2.536 | 2.536 | 2.536 | 2.536 | 2.536 | 2.536 | |
| 3904.7 g | 3896.1 g | 3889.3 g | ||||
| 95.1 mm | 95.3 mm | 95.1 mm | ||||
| 86 mmHg | 55 mmHg | 65 mmHg | ||||
| 0 inHg | 0 inHg | 0 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1626.2 cm^3 | 1621.0 cm^3 | 1621.6 cm^3 | 1629.7 cm^3 | 1627.0 cm^3 | 1618.6 cm^3 | |
2.345 | 2.347 | 2.345 | 2.348 | 2.350 | 2.348 | |
7.5 % | 7.5 % | 7.5 % | 7.4 % | 7.3 % | 7.4 % | |
122.0 cm^3 | 121.6 cm^3 | 121.6 cm^3 | 120.6 cm^3 | 118.8 cm^3 | 119.8 cm^3 | |
3899.5 g | 3889.5 g | 3887.0 g | ||||
3911.7 g | 3901.7 g | 3899.2 g | ||||
1705.8 cm^3 | 1695.9 cm^3 | 1691.1 cm^3 | ||||
90.6 cm^3 | 91.7 cm^3 | 87.4 cm^3 | ||||
74 % | 75 % | 72 % | ||||
23606 N | 29350 N | 25720 N | 41079 N | 38499 N | 34513 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
5 | 4 | 9 | 6 | 5 | 7 | |
0 | 0 | 0 | 0 | 0 | 0 | |
1053 kPa | 1307 kPa | 1148 kPa | 1835 kPa | 1720 kPa | 1542 kPa | |
170 psi | 246 psi | |||||
0.69 | ||||||
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Test was verified on 9/6/2023 ✔