Summary for Test 2025-08-11-56-1
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 1001001 DEA: 081N7704 EFIS: 0823000047 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-173-L0.0/L7.7 |
| Award Date | 04/25/2025 |
| Closeout Date | Not set |
| Work Description | COLD PLANE AC PVMT, HMA (TYPE A), AND REPLACE AC SURFACING. |
| Location Description | SAN BERNARDINO COUNTY IN HESPERIA FROM ROUTE 138 TO 0.5 MILE EAST OF ARROWHEAD LAKE ROAD |
| QA Service Level | 1 (Verified on 04/07/2025) |
Sample Information
| Sample Taken Date | 08/11/2025 | Sample Unique Key | 56 |
|---|---|---|---|
| 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 | 08/14/2025 |
| Sample type | Acceptance | A brief description of the sample | 1/2" WMA A SP RAP 20% EVO .5% |
| The quantity of what the sample constitutes | 4 BOXES HMA, 1 QTS PG58-22 | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Mohammed | Last name of sampler or witnessed by | Haque |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Vulcan Oro Grande | 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 | 320311W ORO VAL | |
| Binder content (%) | 3.9 | Virgin binder PG | |
| Design binder PG | Binder Supplier | ||
| RAP content (%) | Not set | WMA Additives | |
| Antistrip type |
Test Details
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DIME Sample ID: 2025-08-11-56
DIME Test ID: 2025-08-11-56-1
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: 2025-09-10
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: 08/18/2025
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 98 % | ||||||
| 90 % | ||||||
| 57 % | ||||||
| 34 % | ||||||
| 25 % | ||||||
| 19 % | ||||||
| 13 % | ||||||
| 9 % | ||||||
| 6.6 % | ||||||
General comments (publicly viewable) (Max 1000 characters): #200 sieve is out of range.
Test was verified on 9/10/2025 ✔