Summary for Test 2025-08-06-43-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 1000211 DEA: 112N0204 EFIS: 1117000168 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-76-R17.2/24.1 |
| Award Date | 06/14/2024 |
| Closeout Date | Not set |
| Work Description | COLD PLANE AND OVERLAY WITH RHMA GAP GRADED. |
| Location Description | SAN DIEGO COUNTY NEAR PALA FROM ROUTE 76/15 SEPARATION TO PALA MISSION ROAD |
| QA Service Level | 1 (Verified on 06/11/2024) |
Sample Information
| Sample Taken Date | 08/06/2025 | Sample Unique Key | 43 |
|---|---|---|---|
| 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 | 08/07/2025 |
| Sample type | Production Start-Up | A brief description of the sample | PSU |
| 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 | 25-08-06-43-PSU | Linked DIME Sample ID | 2025-08-06-44 |
| The fabricator/manufacturer/facility name | Vulcan Corona | 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 CORD SJR | |
| Binder content (%) | 7.5 | Virgin binder PG | PG 64-16 |
| Design binder PG | PG 64-16 | Binder Supplier | SJR |
| RAP content (%) | 0 | WMA Additives | Yes |
| Antistrip type |
Test Details
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DIME Sample ID: 2025-08-06-43
DIME Test ID: 2025-08-06-43-5
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: 2025-08-19
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 08/19/2025
| 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 | |
| 3681.6 g | 3670.1 g | 3672.7 g | 3661.7 g | 3664.0 g | 3662.9 g | |
| 2082.2 g | 2072.4 g | 2079.5 g | 2065.8 g | 2084.3 g | 2080.5 g | |
| 3692.0 g | 3682.8 g | 3689.1 g | 3672.6 g | 3690.1 g | 3683.2 g | |
| 2.451 | 2.451 | 2.451 | 2.451 | 2.451 | 2.451 | |
| 3764.3 g | 3752.7 g | 3756.8 g | ||||
| 2082.2 g | 2072.4 g | 2079.5 g | ||||
| 95.1 mm | 95.1 mm | 95.1 mm | ||||
| 215 mmHg | 215 mmHg | 215 mmHg | ||||
| 0 inHg | 0 inHg | 0 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1609.8 cm^3 | 1610.4 cm^3 | 1609.6 cm^3 | 1606.8 cm^3 | 1605.8 cm^3 | 1602.7 cm^3 | |
2.287 | 2.279 | 2.282 | 2.279 | 2.282 | 2.285 | |
6.7 % | 7.0 % | 6.9 % | 7.0 % | 6.9 % | 6.8 % | |
107.9 cm^3 | 112.7 cm^3 | 111.1 cm^3 | 112.5 cm^3 | 110.8 cm^3 | 109.0 cm^3 | |
3757.1 g | 3749.0 g | 3750.5 g | ||||
3767.9 g | 3760.3 g | 3761.6 g | ||||
1682.1 cm^3 | 1680.3 cm^3 | 1677.3 cm^3 | ||||
82.7 cm^3 | 82.6 cm^3 | 84.1 cm^3 | ||||
77 % | 73 % | 76 % | ||||
4.5 % | 4.3 % | 4.2 % | ||||
9030 N | 9279 N | 11134 N | 13474 N | 16169 N | 15631 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
403 kPa | 414 kPa | 497 kPa | 602 kPa | 722 kPa | 698 kPa | |
64 psi | 98 psi | |||||
0.65 | ||||||
General comments (publicly viewable) (Max 1000 characters): Does Not Comply Target WET>70 psi / DRY > 100 psi Tested WET - 64 psi and DRY - 98 psi
Test was verified on 8/19/2025 ✔