Summary for Test 2026-07-30-86-8
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 1001687 DEA: 11430344 EFIS: 1118000104 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-5,54,94,125-Var |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | CULVERTS RESTORATION, RHMA, JPCP, ISR, BARRIER, LANDSCAPE, ELECTRICAL. |
| Location Description | SAN DIEGO COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 02/05/2026) |
Sample Information
| Sample Taken Date | 07/30/2026 | Sample Unique Key | 86 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/31/2026 | 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 | Supplier | 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 | MM Lakeside | |
| 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 | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | 21217105T3 | |
| Binder content (%) | 0.0 | Virgin binder PG | |
| Design binder PG | Binder Supplier | ||
| RAP content (%) | 0 | WMA Additives | |
| Antistrip type |
Test Details
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DIME Sample ID: 2026-07-30-86
DIME Test ID: 2026-07-30-86-8
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: 2026-09-04
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 09/03/2026
| 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 | |
| 3761.5 g | 3762.9 g | 3764.8 g | 3762.2 g | 3763.1 g | 3763.5 g | |
| 2135.4 g | 2140.3 g | 2144.9 g | 2138.2 g | 2142.9 g | 2143.8 g | |
| 3777.8 g | 3779.3 g | 3784.2 g | 3780.2 g | 3783.1 g | 3782.4 g | |
| 2.476 | 2.476 | 2.473 | 2.476 | 2.475 | 2.476 | |
| 3847.8 g | 3846.6 g | 3846.3 g | ||||
| 95.1 mm | 95.1 mm | 95.1 mm | ||||
| 225 mmHg | 223 mmHg | 225 mmHg | ||||
| 0 inHg | 0 inHg | 0 inHg | ||||
| 10 minutes | 10 minutes | 10 minutes | ||||
1642.4 cm^3 | 1639.0 cm^3 | 1639.3 cm^3 | 1642.0 cm^3 | 1640.2 cm^3 | 1638.6 cm^3 | |
2.290 | 2.296 | 2.297 | 2.291 | 2.294 | 2.297 | |
7.5 % | 7.3 % | 7.1 % | 7.5 % | 7.3 % | 7.2 % | |
123.2 cm^3 | 119.6 cm^3 | 116.4 cm^3 | 123.2 cm^3 | 119.7 cm^3 | 118.0 cm^3 | |
3847.7 g | 3846.6 g | 3846.3 g | ||||
3860.1 g | 3858.6 g | 3857.9 g | ||||
3847.8 cm^3 | 3846.6 cm^3 | 3846.3 cm^3 | ||||
86.3 cm^3 | 83.7 cm^3 | 81.5 cm^3 | ||||
70 % | 70 % | 70 % | ||||
22687 N | 22862 N | 23587 N | 29687 N | 31578 N | 34111 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1012 kPa | 1020 kPa | 1053 kPa | 1326 kPa | 1411 kPa | 1524 kPa | |
149 psi | 206 psi | |||||
0.72 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies Target DRY > 70 psi and DRY > 100 psi
Test was verified on 9/4/2026 ✔