Summary for Test 2023-10-10-33-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 994616 DEA: 112N1654 EFIS: 1122000152 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-8-R61.0/R68.0 |
| Award Date | 06/05/2023 |
| Closeout Date | 06/11/2024 |
| Work Description | PLACE RHMA-G(BWC) OVERLAY, PAVEMENT MARKING, & RUMBLE STRIP. |
| Location Description | SAN DIEGO COUNTY NEAR BOULEVARD FROM 0.1 MILE WEST OF CRESTWOOD ROAD UNDERCROSSING TO 0.2 MILE EAST OF MCCAIN VALLEY ROAD UNDERCROSSING |
| QA Service Level | 1 (Verified on 07/18/2023) |
Sample Information
| Sample Taken Date | 10/10/2023 | Sample Unique Key | 33 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/10/2023 | Sample type | Quality Assurance |
| A brief description of the sample | 1/2" RHMA-A | The quantity of what the sample constitutes | 12 boxes 2 bags |
| From where was the sample collected | Source | First name of sampler or witnessed by | David |
| Last name of sampler or witnessed by | Carrera | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 9701-PSU | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Martin Marrieta | |
| 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 | |
| Sublot number | HMA Mix Number | 21218080SR | |
| 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: 2023-10-10-33
DIME Test ID: 2023-10-10-33-5
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: 2023-11-06
Test Results
Unit system used?: US Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 10/25/2023
| Wet 1 | Wet 2 | Wet 3 | Dry 1 | Dry 2 | Dry 3 | |
|---|---|---|---|---|---|---|
| Untreated | ||||||
| 5.9 in | 5.9 in | 5.9 in | 5.9 in | 5.9 in | 5.9 in | |
| 3.7 in | 3.7 in | 3.7 in | 3.7 in | 3.7 in | 3.7 in | |
| 3722.9 g | 3726.7 g | 3726.7 g | 3776.0 g | 3752.4 g | 3758.5 g | |
| 2105.0 g | 2105.9 g | 2105.9 g | 2127.6 g | 2120.6 g | 2107.0 g | |
| 3733.1 g | 3737.7 g | 3737.7 g | 3786.4 g | 3761.7 g | 3769.7 g | |
| 2.445 | 2.445 | 2.445 | 2.445 | 2.445 | 2.445 | |
| 3803.5 g | 3811.1 g | 3883.4 g | ||||
| 3.7 in | 3.7 in | 3.7 in | ||||
| 220 mmHg | 220 mmHg | 220 mmHg | ||||
| 0 inHg | 0 inHg | 0 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1628.1 cm^3 | 1631.8 cm^3 | 1631.8 cm^3 | 1658.8 cm^3 | 1641.1 cm^3 | 1662.7 cm^3 | |
2.287 | 2.284 | 2.284 | 2.276 | 2.287 | 2.260 | |
6.5 % | 6.6 % | 6.6 % | 6.9 % | 6.5 % | 7.6 % | |
105.8 cm^3 | 107.7 cm^3 | 107.7 cm^3 | 114.5 cm^3 | 106.7 cm^3 | 126.4 cm^3 | |
3797.0 g | 3802.1 g | 3802.1 g | ||||
3807.5 g | 3812.9 g | 3812.9 g | ||||
1698.5 cm^3 | 1705.2 cm^3 | 1756.4 cm^3 | ||||
80.6 cm^3 | 84.4 cm^3 | 156.7 cm^3 | ||||
76 % | 78 % | 145 % | ||||
8931 lbf | 8910 lbf | 6890 lbf | 10371 lbf | 11436 lbf | 9779 lbf | |
2 | 2 | 2 | 2 | 2 | 2 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
260 psi | 260 psi | 201 psi | 302 psi | 334 psi | 285 psi | |
240 psi | 307 psi | |||||
0.78 | ||||||
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Test was verified on 11/6/2023 ✔