Summary for Test 2026-08-21-20-2
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 | 08/21/2026 | Sample Unique Key | 20 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/21/2026 | 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 | PARDEEP |
| Last name of sampler or witnessed by | Thandi | 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 | 9 | 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: 2026-08-21-20
DIME Test ID: 2026-08-21-20-2
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: 2026-08-31
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: 08/24/2026
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 2068.0 grams | ||||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | -0.6 % | 99 % | ||||
| 217.0 grams | 0.6 % | 90 % | ||||
| 468.2 grams | -0.4 % | 77 % | ||||
| 917.4 grams | -2.6 % | 53 % | ||||
| 1363.8 grams | -3.0 % | 31 % | ||||
| 1549.6 grams | -2.8 % | 22 % | ||||
| 1710.1 grams | -1.8 % | 16 % | ||||
| 1812.2 grams | -1.8 % | 11 % | ||||
| 1883.2 grams | 1.6 % | 11 % | ||||
| 1965.3 grams | -1.1 % | 3.9 % | ||||
| 1979.2 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/31/2026 ✔