Summary for Test 2026-07-15-71-10
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 1001625 DEA: 11173704 EFIS: 1100020255 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-805-2.6/3.2 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | WIDEN INTERCHANGE, STRUCTURES, HMA-A, RHMA-G, LANDSCAPE, & ELECTRICAL. |
| Location Description | SAN DIEGO COUNTY IN SAN DIEGO FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF PALM AVENUE OVERCROSSING |
| QA Service Level | 1 (Verified on 03/04/2026) |
Sample Information
| Sample Taken Date | 07/15/2026 | Sample Unique Key | 71 |
|---|---|---|---|
| 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 | 07/15/2026 |
| 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 | 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 | Type A HMA |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | 320300 Otay Val | |
| Binder content (%) | 0.0 | Virgin binder PG | |
| Design binder PG | Binder Supplier | Valero | |
| RAP content (%) | 0 | WMA Additives | No |
| Antistrip type |
Test Details
DIME Sample ID: 2026-07-15-71
DIME Test ID: 2026-07-15-71-10
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: 2026-08-18
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: Yes
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 08/17/2026
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 1460.3 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 % | ||||
| 78.5 grams | -0.5 % | 94 % | ||||
| 305.8 grams | 0.6 % | 80 % | ||||
| 634.1 grams | 0.0 % | 57 % | ||||
| 831.1 grams | 0.2 % | 43 % | ||||
| 1003.5 grams | 0.8 % | 32 % | ||||
| 1134.8 grams | 1.1 % | 23 % | ||||
| 1257.3 grams | 1.9 % | 16 % | ||||
| 1365.0 grams | -0.3 % | 6 % | ||||
| 1410.0 grams | 2.1 % | 5.5 % | ||||
| 1414.4 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies - Oven #4
Test was verified on 8/18/2026 ✔
