Summary for Test 2026-04-27-51-1
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 1000903 DEA: 081M0404 EFIS: 0821000091 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-40-R140.0/R142.2 |
| Award Date | 06/06/2025 |
| Closeout Date | Not set |
| Work Description | COLD PLANE AC & RHMA, VEGETATION CONTROL (MINOR CONC), MGS, AND HTCB. |
| Location Description | SAN BERNARDINO COUNTY IN NEEDLES FROM FOX WASH OVERFLOW TO L STREET UNDERCROSSING |
| QA Service Level | 1 (Verified on 01/13/2025) |
Sample Information
| Sample Taken Date | 04/27/2026 | Sample Unique Key | 51 |
|---|---|---|---|
| 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 | 04/27/2026 |
| Sample type | Acceptance | A brief description of the sample | 1/2" HMA-O |
| The quantity of what the sample constitutes | 4 boxes HMA, 2 QTS PG70-10 | 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 | 0217-O-26 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Granite - Indio | 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 | OGFC |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | 14987 | |
| Binder content (%) | 5.7 | Virgin binder PG | |
| Design binder PG | PG 70-10 | Binder Supplier | San Joaquin Refining Co. |
| RAP content (%) | 0 | WMA Additives | Yes |
| Antistrip type | Lime Slurry with Marination |
Test Details
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DIME Sample ID: 2026-04-27-51
DIME Test ID: 2026-04-27-51-1
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: 2026-05-05
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: Yes
Input Type: Calculated
Tester's full name: Tony Price
Date of test: 04/27/2026
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 94 % | ||||||
| 86 % | ||||||
| 35 % | ||||||
| 21 % | ||||||
| 14 % | ||||||
| 9 % | ||||||
| 6 % | ||||||
| 3 % | ||||||
| 1.8 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Sieve: #8
Test was verified on 5/5/2026 ✔