Summary for Test 2025-08-26-32-5
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 | 32 |
|---|---|---|---|
| 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 | 08/27/2025 |
| Sample type | Verification | A brief description of the sample | JMF |
| The quantity of what the sample constitutes | 12 Boxes | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Gerardo | Last name of sampler or witnessed by | Cordero |
| Title of sampler | TET | Telephone number of sampler | 6199366795 |
| Laboratory sample identification | 25-08-25-32-JMF | Linked DIME Sample ID | 2025-08-26-33 |
| 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: 2025-08-26-32
DIME Test ID: 2025-08-26-32-5
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: 2025-09-12
Test Results
Unit system used?: US Units
Input Type: Measured
Tester's full name: Melchor Oronoz
Date of test: 09/12/2025
| 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 | |
| 3646.5 g | 3650.4 g | 3651.5 g | 3648.5 g | 3649.0 g | 3649.1 g | |
| 2044.6 g | 2043.3 g | 2041.2 g | 2045.8 g | 2040.0 g | 2045.0 g | |
| 3661.2 g | 3664.5 g | 3665.5 g | 3663.8 g | 3662.9 g | 3664.6 g | |
| 2.419 | 2.419 | 2.419 | 2.419 | 2.419 | 2.419 | |
| 3723.4 g | 3728.7 g | 3732.2 g | ||||
| 2044.6 g | 2043.3 g | 2041.2 g | ||||
| 5.9 in | 5.9 in | 5.9 in | ||||
| 225 mmHg | 225 mmHg | 225 mmHg | ||||
| 0 inHg | 0 inHg | 0 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1616.6 cm^3 | 1621.2 cm^3 | 1624.3 cm^3 | 1618.0 cm^3 | 1622.9 cm^3 | 1619.6 cm^3 | |
2.256 | 2.252 | 2.248 | 2.255 | 2.248 | 2.253 | |
6.7 % | 6.9 % | 7.1 % | 6.8 % | 7.1 % | 6.9 % | |
108.3 cm^3 | 111.9 cm^3 | 115.3 cm^3 | 110.0 cm^3 | 115.2 cm^3 | 111.8 cm^3 | |
3722.3 g | 3728.7 g | 3732.2 g | ||||
3733.1 g | 3739.9 g | 3743.7 g | ||||
1678.8 cm^3 | 1685.4 cm^3 | 1691.0 cm^3 | ||||
76.9 cm^3 | 78.3 cm^3 | 80.7 cm^3 | ||||
71 % | 70 % | 70 % | ||||
3.8 % | 4.0 % | 4.1 % | ||||
2308 lbf | 2783 lbf | 2360 lbf | 3126 lbf | 3905 lbf | 3046 lbf | |
1 | 1 | 1 | 1 | 1 | 1 | |
2 | 2 | 2 | 2 | 2 | 2 | |
0 | 0 | 0 | 0 | 0 | 0 | |
67 psi | 81 psi | 69 psi | 91 psi | 114 psi | 89 psi | |
72 psi | 98 psi | |||||
0.73 | ||||||
General comments (publicly viewable) (Max 1000 characters): Does not Comply
Test was verified on 9/12/2025 ✔