Summary for Test 2025-07-22-20-2
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 1001049 DEA: 061G4504 EFIS: 0623000222 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-41,180-R23.7/R24.5,R58.8 |
| Award Date | 05/20/2025 |
| Closeout Date | 12/02/2025 |
| Work Description | COLD PLANE AC PAVEMENT, AND REPLACE WITH HMA. |
| Location Description | FRESNO COUNTY IN FRESNO ON ROUTE 41 FROM DIVISADERO STREET OVERCROSSING TO ROUTE 41/180 SEPARATION AND ON ROUTE 180 AT 0.1 MILE EAST OF ROUTE 41/180 SEPARATION |
| QA Service Level | 1 (Verified on 03/19/2025) |
Sample Information
| Sample Taken Date | 07/22/2025 | Sample Unique Key | 20 |
|---|---|---|---|
| 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 | 07/23/2025 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4” HMA Aggregate |
| The quantity of what the sample constitutes | 0-750 Tons Produced | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Noah | Last name of sampler or witnessed by | Hunt |
| Title of sampler | Senior Materials Tester | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Martin Marietta Central Ave Fresno | 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 | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | Martin Marietta Central Ave |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | A detailed description of where the material sample was collected | Automatic Sampling Device @ Plant | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
| The concrete mix design number | Lot number | 1 | |
| Sublot number | 2 | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2025-07-22-20
DIME Test ID: 2025-07-22-20-2
Testing Lab: CT D06 - Millbrook Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2025-07-24
Test Results
What type of gradation is being tested?: HMA Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Does this test use 1/4 sieve? (question for HMA Gradation Type): No
Has the fine aggregate sample been reduced?: No
Input Type: Calculated
Tester's full name: Tomas Silva
Date of test: 07/23/2025
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 89 % | ||||||
| 74 % | ||||||
| 48 % | ||||||
| 31 % | ||||||
| 21 % | ||||||
| 15 % | ||||||
| 11 % | ||||||
| 8 % | ||||||
| 5.3 % | ||||||
General comments (publicly viewable) (Max 1000 characters): waiting for T-30 test results
Test was verified on 7/24/2025 ✔