Summary for Test 2025-06-08-9-7
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 1000683 DEA: 11056404 EFIS: 1124000359 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-11-0.6/2.7 |
| Award Date | 12/20/2024 |
| Closeout Date | 01/06/2026 |
| Work Description | PERFORM GRADING, CONSTRUCT DRAINAGE FACILITIES, SIGNS AND STRIPING. |
| Location Description | SAN DIEGO COUNTY NEAR SAN DIEGO FROM 0.2 MILE WEST OF SANYO AVENUE UNDERCROSSING TO 0.2 MILE EAST OF SIEMPRE VIVA ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 01/17/2025) |
Sample Information
| Sample Taken Date | 06/08/2025 | Sample Unique Key | 9 |
|---|---|---|---|
| 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 | 06/10/2025 |
| Sample type | Verification | A brief description of the sample | JMF Verification |
| The quantity of what the sample constitutes | 12 boxes | From where was the sample collected | Supplier |
| 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 | 25-06-08-9-JMFV | Linked DIME Sample ID | 2025-06-08-10 |
| The fabricator/manufacturer/facility name | Vulcan Otay | 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 | 326122 Otay SJR | |
| 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: 2025-06-08-9
DIME Test ID: 2025-06-08-9-7
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: 2025-06-24
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 06/24/2025
| 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 | |
| 3636.6 g | 3642.4 g | 3642.1 g | 3639.6 g | 3645.5 g | 3647.1 g | |
| 2024.1 g | 2023.9 g | 2025.0 g | 2023.7 g | 2022.7 g | 2034.4 g | |
| 3645.1 g | 3652.2 g | 3653.3 g | 3650.7 g | 3652.0 g | 3659.0 g | |
| 2.419 | 2.419 | 2.419 | 2.419 | 2.419 | 2.419 | |
| 3719.4 g | 3727.9 g | 3727.6 g | ||||
| 0.0 g | 0.0 g | 0.0 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 | ||||
1621.0 cm^3 | 1628.3 cm^3 | 1628.3 cm^3 | 1627.0 cm^3 | 1629.3 cm^3 | 1624.6 cm^3 | |
2.243 | 2.237 | 2.237 | 2.237 | 2.237 | 2.245 | |
7.3 % | 7.5 % | 7.5 % | 7.5 % | 7.5 % | 7.2 % | |
118.3 cm^3 | 122.1 cm^3 | 122.1 cm^3 | 122.0 cm^3 | 122.2 cm^3 | 117.0 cm^3 | |
3719.4 g | 3727.9 g | 3727.6 g | ||||
3731.2 g | 3740.1 g | 3739.8 g | ||||
0.0 cm^3 | 0.0 cm^3 | 0.0 cm^3 | ||||
82.8 cm^3 | 85.5 cm^3 | 85.5 cm^3 | ||||
70 % | 70 % | 70 % | ||||
0.0 % | 0.0 % | 0.0 % | ||||
10355 N | 11260 N | 14853 N | 15740 N | 18358 N | 16826 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
2 | 1 | 1 | 1 | 1 | 1 | |
462 kPa | 503 kPa | 663 kPa | 703 kPa | 820 kPa | 752 kPa | |
79 psi | 110 psi | |||||
0.72 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies Target WET > 70 psi and DRY . 100 psi Tested WET 79 psi and DRY 110 psi
Test was verified on 6/24/2025 ✔