Summary for Test 2025-10-20-8-3
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 1000850 DEA: 061G8204 EFIS: 0624000169 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-33-46.8/47.4,53.4/61.4 |
| Award Date | 04/01/2025 |
| Closeout Date | Not set |
| Work Description | PARTIAL DEPTH RECYCLING AND HMA. |
| Location Description | FRESNO COUNTY IN AND NEAR MENDOTA FROM 0.4 MILE NORTH OF KAMM AVENUE TO MOUNTAIN VIEW AVENUE AND FROM ADAMS AVENUE TO BELMONT AVENUE |
| QA Service Level | 1 (Verified on 12/16/2024) |
Sample Information
| Sample Taken Date | 10/20/2025 | Sample Unique Key | 8 |
|---|---|---|---|
| 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 | 10/20/2025 |
| Sample type | Acceptance | A brief description of the sample | 1/2 HMA Type A |
| The quantity of what the sample constitutes | 1500-2250 Tons @ 1523T | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | tomas | Last name of sampler or witnessed by | Silva |
| Title of sampler | MREA | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Jaxon Baker/ LeGrand | 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 | 2 |
| Sublot number | 20 | HMA Mix Number | 25131 |
| Binder content (%) | 4.8 | Virgin binder PG | PG 70-10 |
| Design binder PG | Binder Supplier | SJR | |
| RAP content (%) | 15 | WMA Additives | No |
| Antistrip type |
Test Details
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DIME Sample ID: 2025-10-20-8
DIME Test ID: 2025-10-20-8-3
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: 2025-10-23
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: No
Input Type: Measured
Tester's full name: Tomas Silva
Date of test: 10/21/2025
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 1527.6 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 110.6 grams | 93 % | |||||
| 310.9 grams | 80 % | |||||
| 744.0 grams | 51 % | |||||
| 992.8 grams | 35 % | |||||
| 1151.8 grams | 25 % | |||||
| 1255.9 grams | 18 % | |||||
| 1329.7 grams | 13 % | |||||
| 1384.5 grams | 9 % | |||||
| 1416.4 grams | 7.3 % | |||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/23/2025 ✔