Summary for Test 2023-12-23-1-5
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 | 12/23/2023 | Sample Unique Key | 1 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 12/26/2023 | Sample type | Quality Assurance |
| A brief description of the sample | 3/4" HMA PSU | The quantity of what the sample constitutes | 12 boxes 6 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 | TET |
| Telephone number of sampler | Laboratory sample identification | 7814-PSU | |
| 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 | 220818 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: 2023-12-23-1
DIME Test ID: 2023-12-23-1-5
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: 2024-01-05
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 01/04/2024
| 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 | |
| 3865.9 g | 3866.1 g | 3866.1 g | 3858.1 g | 3873.1 g | 3870.9 g | |
| 2243.4 g | 2241.8 g | 2246.2 g | 2233.8 g | 2243.9 g | 2240.5 g | |
| 3881.9 g | 3875.7 g | 3881.2 g | 3871.6 g | 3883.6 g | 3884.8 g | |
| 2.537 | 2.537 | 2.537 | 2.537 | 2.537 | 2.537 | |
| 3950.9 g | 3949.4 g | 3954.2 g | ||||
| 95.1 mm | 95.1 mm | 95.1 mm | ||||
| 98 mmHg | 96 mmHg | 105 mmHg | ||||
| 0 inHg | 0 inHg | 0 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1638.5 cm^3 | 1633.9 cm^3 | 1635.0 cm^3 | 1637.8 cm^3 | 1639.7 cm^3 | 1644.3 cm^3 | |
2.359 | 2.366 | 2.365 | 2.356 | 2.362 | 2.354 | |
7.0 % | 6.7 % | 6.8 % | 7.1 % | 6.9 % | 7.2 % | |
114.7 cm^3 | 109.5 cm^3 | 111.2 cm^3 | 116.3 cm^3 | 113.1 cm^3 | 118.4 cm^3 | |
3946.2 g | 3942.8 g | 3943.9 g | ||||
3957.7 g | 3953.7 g | 3955.1 g | ||||
1707.5 cm^3 | 1707.6 cm^3 | 1708.0 cm^3 | ||||
85.0 cm^3 | 83.3 cm^3 | 88.1 cm^3 | ||||
74 % | 76 % | 79 % | ||||
33293 N | 36491 N | 36130 N | 40076 N | 38072 N | 46742 N | |
2 | 2 | 2 | 2 | 2 | 2 | |
2 | 2 | 2 | 2 | 2 | 2 | |
2 | 2 | 2 | 2 | 2 | 2 | |
1486 kPa | 1629 kPa | 1612 kPa | 1790 kPa | 1701 kPa | 2088 kPa | |
228 psi | 270 psi | |||||
0.84 | ||||||
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Test was verified on 1/5/2024 ✔