Summary for Test 2026-09-01-2-2
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 1002572 DEA: 061H9704 EFIS: 0625000105 |
|---|---|
| DIST-CO-RTE-PM | 06-MAD-152-R0.0/15.5 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | MADERA COUNTY SLAB REPLACEMENT WITH DIGOUTS ON SR 59, 152. Cold plane AC, remove concrete pavement and place with HMA and RHMA. |
| Location Description | CONSTRUCTION ON STATE HIGHWAY IN MADERA COUNTY NEAR CHOWCHILLA FROM ROUTE 59/152 SEPARATION TO 0.1 MILE WEST OF ROUTE 99/152 SEPARATION. |
| QA Service Level | 1 (Verified on 08/31/2026) |
Sample Information
| Sample Taken Date | 09/01/2026 | Sample Unique Key | 2 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/01/2026 | Sample type | Acceptance |
| A brief description of the sample | 3/4" HMA Type A 12% RAP | The quantity of what the sample constitutes | 0-750 Tons |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Gurjeet |
| Last name of sampler or witnessed by | Litt | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Santa Fe Aggregate Winton | |
| 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 | 1 |
| Sublot number | 13 | HMA Mix Number | |
| Binder content (%) | 5.1 | Virgin binder PG | PG 70-10 |
| Design binder PG | PG 70-10 | Binder Supplier | SJR |
| RAP content (%) | 12 | WMA Additives | |
| Antistrip type |
Test Details
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DIME Sample ID: 2026-09-01-2
DIME Test ID: 2026-09-01-2-2
Testing Lab: CT D06 - Millbrook Field Laboratory
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2026-09-12
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: Yes
Input Type: Measured
Tester's full name: Tomas Silva
Date of test: 09/03/2026
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 2002.8 grams | ||||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.4 % | 100 % | ||||
| 263.7 grams | 0.2 % | 87 % | ||||
| 541.4 grams | 0.1 % | 73 % | ||||
| 1027.1 grams | -0.6 % | 48 % | ||||
| 1346.6 grams | 3.0 % | 36 % | ||||
| 1536.5 grams | 3.4 % | 27 % | ||||
| 1658.3 grams | 3.0 % | 20 % | ||||
| 1756.1 grams | 2.2 % | 15 % | ||||
| 1831.0 grams | 1.3 % | 10 % | ||||
| 1890.5 grams | 0.5 % | 6.1 % | ||||
| 1900.4 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/12/2026 ✔