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 |
|---|---|---|---|
| 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 | 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
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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 | ||||
| 2020.8 g | 2023.8 g | 2024.2 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 % | ||||
4.5 % | 4.3 % | 4.2 % | ||||
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 ✔