Summary for Test 2024-09-05-56-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 994331 DEA: 11430254 EFIS: 1118000079 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-52-5.1/9.0 |
| Award Date | 12/21/2023 |
| Closeout Date | Not set |
| Work Description | CONST AUX LANE, COMPACTION GROUTING, RHMA, LANDSCAPE, & ELECTRICAL. |
| Location Description | SAN DIEGO COUNTY IN SAN DIEGO FROM 0.4 MILE WEST OF CONVOY STREET OVERCROSSING TO 0.3 MILE EAST OF SANTO ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 02/05/2024) |
Sample Information
| Sample Taken Date | 09/05/2024 | Sample Unique Key | 56 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/09/2024 | Sample type | Quality Assurance |
| A brief description of the sample | HMA | The quantity of what the sample constitutes | 12 boxes |
| 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 | 619 380 4522 | Laboratory sample identification | 0803-PSU |
| Linked DIME Sample ID | 2024-09-05-56 | The fabricator/manufacturer/facility name | Martin Marietta |
| 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 MM | |
| 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
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2024-09-05-56
DIME Test ID: 2024-09-05-56-5
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: 2024-09-26
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 09/25/2024
| 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 | |
| 3653.5 g | 3652.5 g | 3651.4 g | 3653.7 g | 3650.7 g | 3654.5 g | |
| 2020.8 g | 2023.8 g | 2024.2 g | 2023.5 g | 2024.7 g | 2026.0 g | |
| 3666.4 g | 3667.4 g | 3668.8 g | 3667.2 g | 3669.2 g | 3672.8 g | |
| 2.400 | 2.400 | 2.400 | 2.400 | 2.400 | 2.400 | |
| 3739.9 g | 3737.6 g | 3737.7 g | ||||
| 95.1 mm | 95.1 mm | 95.1 mm | ||||
| 225 mmHg | 225 mmHg | 225 mmHg | ||||
| 0 inHg | 0 inHg | 0 inHg | ||||
| 10 minutes | 10 minutes | 10 minutes | ||||
1645.6 cm^3 | 1643.6 cm^3 | 1644.6 cm^3 | 1643.7 cm^3 | 1644.5 cm^3 | 1646.8 cm^3 | |
2.220 | 2.222 | 2.220 | 2.223 | 2.220 | 2.219 | |
7.5 % | 7.4 % | 7.5 % | 7.4 % | 7.5 % | 7.5 % | |
123.4 cm^3 | 121.6 cm^3 | 123.3 cm^3 | 121.6 cm^3 | 123.3 cm^3 | 123.5 cm^3 | |
3739.9 g | 3737.6 g | 3737.7 g | ||||
3752.2 g | 3749.8 g | 3750.0 g | ||||
1719.1 cm^3 | 1713.8 cm^3 | 1713.5 cm^3 | ||||
86.4 cm^3 | 85.1 cm^3 | 86.3 cm^3 | ||||
70 % | 70 % | 70 % | ||||
9083 N | 6712 N | 6285 N | 8785 N | 9177 N | 9310 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
405 kPa | 300 kPa | 280 kPa | 392 kPa | 410 kPa | 416 kPa | |
48 psi | 59 psi | |||||
0.81 | ||||||
General comments (publicly viewable) (Max 1000 characters): Does not Comply - WET < 70 and DRY< 100
Test was verified on 9/26/2024 ✔