Summary for Test 2026-04-23-46-1
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 1001468 DEA: 081L2404 EFIS: 0819000167 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-95-R57.2/64.5 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | RHMA (GAP GRADED), REPLACE AC SURFACING, AND COLD PLANE AC PVMT. |
| Location Description | SAN BERNARDINO COUNTY NEAR NEEDLES FROM ROUTE 40/95 SEPARATION TO 0.5 MILE NORTH OF GOFFS ROAD |
| QA Service Level | 1 (Verified on 08/29/2025) |
Sample Information
| Sample Taken Date | 04/23/2026 | Sample Unique Key | 46 |
|---|---|---|---|
| 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 | 04/23/2026 |
| Sample type | Acceptance | A brief description of the sample | 3/4" RHMA Type - G |
| The quantity of what the sample constitutes | HMA boxes, Agg bag | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Tony | Last name of sampler or witnessed by | Price |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0211G-26 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Blue Diamond-Victorville | 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 | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | 300072 | |
| Binder content (%) | 0.0 | Virgin binder PG | |
| Design binder PG | PG 64-16 | Binder Supplier | |
| RAP content (%) | Not set | WMA Additives | |
| Antistrip type |
Test Details
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DIME Sample ID: 2026-04-23-46
DIME Test ID: 2026-04-23-46-1
Testing Lab: CT D08 - Barstow Field Laboratory 1
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2026-04-30
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: Yes
Input Type: Calculated
Tester's full name: SM Ali
Date of test: 04/23/2026
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 95 % | ||||||
| 85 % | ||||||
| 71 % | ||||||
| 33 % | ||||||
| 21 % | ||||||
| 15 % | ||||||
| 11 % | ||||||
| 8 % | ||||||
| 5 % | ||||||
| 3.3 % | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/30/2026 ✔