Summary for Test 2026-08-20-74-2
Test performed: AASHTO T30-19Project 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 |
Combined Gradation Report Information
| Combined Gradation Report Id | Bin Index | Dime Test Id |
|---|---|---|
| 2026-09-19: HMA Aggregates (Size 3/4"): Sieve Analysis With RAP | 2 | 2026-08-20-74-2 |
Test Details
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DIME Sample ID: 2026-08-20-74
DIME Test ID: 2026-08-20-74-2
Testing Lab: CT D11 - District 11 Materials Laboratory
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2026-09-25
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: Yes
Input Type: Measured
Tester's full name: Shawn Rivers
Date of test: 09/24/2026
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 1559.4 grams | ||||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 15.6 grams | -0.5 % | 98 % | ||||
| 302.3 grams | -3.5 % | 77 % | ||||
| 623.0 grams | -6.9 % | 53 % | ||||
| 865.5 grams | -8.4 % | 36 % | ||||
| 1046.0 grams | -7.1 % | 26 % | ||||
| 1195.9 grams | -3.7 % | 20 % | ||||
| 1304.1 grams | -2.3 % | 14 % | ||||
| 1375.4 grams | 0.2 % | 12.0 % | ||||
| 1385.9 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): N/A
Test was verified on 9/25/2026 ✔