Summary for Test 2025-08-26-82-1
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 | 08/26/2025 | Sample Unique Key | 82 |
|---|---|---|---|
| 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 | 10/03/2025 |
| 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 | Gerardo | Last name of sampler or witnessed by | Cordero |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| 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 | 0 |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | RHMA-G |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | ||
| Binder content (%) | 0.0 | Virgin binder PG | |
| Design binder PG | Binder Supplier | ||
| RAP content (%) | Not set | WMA Additives | |
| Antistrip type |
Test Details
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DIME Sample ID: 2025-08-26-82
DIME Test ID: 2025-08-26-82-1
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: 2025-10-10
Test Results
Unit system used?: US Units
Input Type: Measured
Tester's full name: Melchor Oronoz
Date of test: 10/10/2025
| Wet 1 | Wet 2 | Wet 3 | Dry 1 | Dry 2 | Dry 3 | |
|---|---|---|---|---|---|---|
| Treated | ||||||
| 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 | |
| 3649.8 g | 3648.5 g | 3652.6 g | 3654.2 g | 3653.8 g | 3652.9 g | |
| 2043.7 g | 2050.8 g | 2045.9 g | 2049.8 g | 2051.3 g | 2053.8 g | |
| 3661.8 g | 3665.8 g | 3665.5 g | 3670.3 g | 3670.5 g | 3671.5 g | |
| 2.419 | 2.419 | 2.419 | 2.419 | 2.419 | 2.419 | |
| 3726.8 g | 3723.1 g | 3729.7 g | ||||
| 2043.7 g | 2050.8 g | 2045.9 g | ||||
| 5.9 in | 5.9 in | 5.9 in | ||||
| 225 mmHg | 225 mmHg | 225 mmHg | ||||
| 0 inHg | 0 inHg | 0 inHg | ||||
| 10 minutes | 10 minutes | 10 minutes | ||||
1618.1 cm^3 | 1615.0 cm^3 | 1619.6 cm^3 | 1620.5 cm^3 | 1619.2 cm^3 | 1617.7 cm^3 | |
2.256 | 2.259 | 2.255 | 2.255 | 2.257 | 2.258 | |
6.7 % | 6.6 % | 6.8 % | 6.8 % | 6.7 % | 6.7 % | |
108.4 cm^3 | 106.6 cm^3 | 110.1 cm^3 | 110.2 cm^3 | 108.5 cm^3 | 108.4 cm^3 | |
3725.7 g | 3723.1 g | 3729.7 g | ||||
3736.5 g | 3733.8 g | 3740.7 g | ||||
1683.1 cm^3 | 1672.3 cm^3 | 1683.8 cm^3 | ||||
77.0 cm^3 | 74.6 cm^3 | 77.1 cm^3 | ||||
71 % | 70 % | 70 % | ||||
4.0 % | 3.5 % | 4.0 % | ||||
1964 lbf | 1620 lbf | 1554 lbf | 3195 lbf | 3283 lbf | 3307 lbf | |
1 | 1 | 1 | 1 | 1 | 1 | |
3 | 3 | 3 | 3 | 3 | 3 | |
0 | 0 | 0 | 0 | 0 | 0 | |
57 psi | 47 psi | 45 psi | 93 psi | 96 psi | 96 psi | |
50 psi | 95 psi | |||||
0.53 | ||||||
General comments (publicly viewable) (Max 1000 characters): Does Not Comply
Test was verified on 10/10/2025 ✔