Summary for Test 2025-09-19-13-1
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 1000320 DEA: 11430324 EFIS: 1118000102 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-805-14.6/23.7 |
| Award Date | 08/23/2024 |
| Closeout Date | Not set |
| Work Description | MODIFY ELECTRICAL, CONCRETE PAVEMENT, DRAINAGE AND SIGNS. |
| Location Description | SAN DIEGO COUNTY IN SAN DIEGO FROM ROUTE 805/15 SEPARATION TO 0.1 MILE NORTH OF ROUTE 805/52 SEPARATION |
| QA Service Level | 1 (Verified on 09/09/2024) |
Sample Information
| Sample Taken Date | 09/19/2025 | Sample Unique Key | 13 |
|---|---|---|---|
| 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 | 09/22/2025 |
| Sample type | Verification | A brief description of the sample | 3/4" RHMA-G |
| The quantity of what the sample constitutes | 12 boxes | From where was the sample collected | Source |
| First name of sampler or witnessed by | Mohammed | Last name of sampler or witnessed by | Masud |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | 2025-09-19-13-JMFV | Linked DIME Sample ID | 2025-09-19- |
| 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 | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | 23418180AH MM | |
| Binder content (%) | 7.5 | Virgin binder PG | PG 64-16 |
| Design binder PG | PG 64-16 | Binder Supplier | Valero |
| RAP content (%) | 0 | WMA Additives | No |
| Antistrip type | Liquid |
Test Details
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DIME Sample ID: 2025-09-19-13
DIME Test ID: 2025-09-19-13-1
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: 2025-09-30
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 09/30/2025
| 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 | |
| 3671.8 g | 3628.4 g | 3630.7 g | 3671.2 g | 3632.2 g | 3630.1 g | |
| 2070.5 g | 2051.2 g | 2052.7 g | 2066.0 g | 2052.6 g | 2048.2 g | |
| 3689.5 g | 3650.2 g | 3649.5 g | 3684.7 g | 3652.7 g | 3650.5 g | |
| 2.434 | 2.434 | 2.434 | 2.434 | 2.434 | 2.434 | |
| 3748.9 g | 3704.5 g | 3704.5 g | ||||
| 2070.5 g | 2051.2 g | 2052.7 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 | ||||
1619.0 cm^3 | 1599.0 cm^3 | 1596.8 cm^3 | 1618.7 cm^3 | 1600.1 cm^3 | 1602.3 cm^3 | |
2.268 | 2.269 | 2.274 | 2.268 | 2.270 | 2.266 | |
6.8 % | 6.8 % | 6.6 % | 6.8 % | 6.7 % | 6.9 % | |
110.1 cm^3 | 108.7 cm^3 | 105.4 cm^3 | 110.1 cm^3 | 107.2 cm^3 | 110.6 cm^3 | |
3748.9 g | 3704.5 g | 3704.5 g | ||||
3759.9 g | 3715.4 g | 3715.0 g | ||||
1678.4 cm^3 | 1653.3 cm^3 | 1651.8 cm^3 | ||||
77.1 cm^3 | 76.1 cm^3 | 73.8 cm^3 | ||||
70 % | 70 % | 70 % | ||||
3.7 % | 3.4 % | 3.4 % | ||||
10788 N | 10120 N | 9751 N | 13598 N | 13434 N | 13787 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
481 kPa | 452 kPa | 435 kPa | 607 kPa | 600 kPa | 616 kPa | |
66 psi | 88 psi | |||||
0.75 | ||||||
General comments (publicly viewable) (Max 1000 characters): Does Not Comply FAILED both WET and DRY Target WET > 70 psi and DRY> 100 psi
Test was verified on 9/30/2025 ✔