Summary for Test 2025-10-23-29-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 1000912 DEA: 061G7704 EFIS: 0624000165 |
|---|---|
| DIST-CO-RTE-PM | 06-KIN-5-16.6/26.7 |
| Award Date | 04/01/2025 |
| Closeout Date | Not set |
| Work Description | REMOVE AND REPLACE ASPHALT CONCRETE OVERLAY. |
| Location Description | KINGS COUNTY IN AND NEAR AVENAL FROM ROUTE 5/41 SEPARATION TO FRESNO COUNTY LINE |
| QA Service Level | 1 (Verified on 02/11/2025) |
Sample Information
| Sample Taken Date | 10/23/2025 | Sample Unique Key | 29 |
|---|---|---|---|
| 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 | 10/23/2025 |
| 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 | Granite Coalinga | 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) | Granite Coalinga |
|---|---|---|---|
| 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 | 6 | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2025-10-23-29
DIME Test ID: 2025-10-23-29-1
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: 2025-10-27
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: 10/24/2025
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 97 % | ||||||
| 86 % | ||||||
| 77 % | ||||||
| 54 % | ||||||
| 36 % | ||||||
| 23 % | ||||||
| 16 % | ||||||
| 11 % | ||||||
| 7 % | ||||||
| 3.8 % | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/27/2025 ✔