Summary for Test 2026-08-20-74-7
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 1001651 DEA: 11431004 EFIS: 1119000214 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-5-R49.3/R53.2 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | ADA CURB RAMPS AND REALIGNMENT OF MISSION AVE SB ON RAMP/NB OFF RAMP. |
| Location Description | SAN DIEGO COUNTY IN CARLSBAD AND OCEANSIDE FROM TAMARACK AVENUE OVERCROSSING TO MISSION AVENUE OVERCROSSING |
| QA Service Level | 1 (Verified on 10/01/2025) |
Sample Information
| Sample Taken Date | 08/20/2026 | Sample Unique Key | 74 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/19/2026 | 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 | Mohammed |
| Last name of sampler or witnessed by | Masud | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Vulcan Escondido | |
| 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 | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | 220305 ESC VAL | |
| Binder content (%) | 0.0 | Virgin binder PG | |
| Design binder PG | Binder Supplier | Valero | |
| RAP content (%) | 0 | WMA Additives | No |
| Antistrip type |
Test Details
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DIME Sample ID: 2026-08-20-74
DIME Test ID: 2026-08-20-74-7
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: 2026-10-01
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 09/24/2026
| 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 | |
| 3816.6 g | 3817.1 g | 3814.5 g | 3816.0 g | 3819.9 g | 3818.1 g | |
| 2189.7 g | 2198.0 g | 2192.5 g | 2204.2 g | 2193.4 g | 2197.2 g | |
| 3828.0 g | 3832.6 g | 3830.0 g | 3834.5 g | 3834.6 g | 3836.4 g | |
| 2.517 | 2.517 | 2.517 | 2.517 | 2.517 | 2.517 | |
| 3902.6 g | 3900.8 g | 3900.5 g | ||||
| 95.1 mm | 95.1 mm | 95.1 mm | ||||
| 225 mmHg | 225 mmHg | 225 mmHg | ||||
| 0 inHg | 0 inHg | 0 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1638.3 cm^3 | 1634.6 cm^3 | 1637.5 cm^3 | 1630.3 cm^3 | 1641.2 cm^3 | 1639.2 cm^3 | |
2.330 | 2.335 | 2.329 | 2.341 | 2.328 | 2.329 | |
7.4 % | 7.2 % | 7.5 % | 7.0 % | 7.5 % | 7.5 % | |
121.2 cm^3 | 117.7 cm^3 | 122.8 cm^3 | 114.1 cm^3 | 123.1 cm^3 | 122.9 cm^3 | |
3901.4 g | 3899.5 g | 3900.5 g | ||||
3913.6 g | 3911.3 g | 3912.7 g | ||||
3902.6 cm^3 | 3900.8 cm^3 | 3900.5 cm^3 | ||||
86.0 cm^3 | 83.7 cm^3 | 86.0 cm^3 | ||||
71 % | 71 % | 70 % | ||||
18530 N | 21185 N | 18747 N | 26223 N | 30234 N | 31180 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
827 kPa | 945 kPa | 837 kPa | 1172 kPa | 1351 kPa | 1393 kPa | |
126 psi | 189 psi | |||||
0.67 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies Target WET > 70. psi and DRY > 100 psi
Test was verified on 10/1/2026 ✔