Summary for Test 2025-07-13-6-2
Test performed: AASHTO T30-19
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Project Information
| Project Identifiers | Project ID: 1000913 DEA: 061G7804 EFIS: 0624000164 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-5-54.2/62.5 |
| Award Date | 04/01/2025 |
| Closeout Date | 12/02/2025 |
| Work Description | COLD PLANE AC PAVEMENT, PLACE HMA (TYPE A) AND RHMA (OGFC). |
| Location Description | KERN COUNTY FROM 2.0 MILES NORTH OF ROUTE 5/58 SEPARATION TO 4.5 MILES NORTH OF ROWLEE ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 02/11/2025) |
Sample Information
| Sample Taken Date | 07/13/2025 | Sample Unique Key | 6 |
|---|---|---|---|
| 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 | 07/14/2025 |
| Sample type | Acceptance | A brief description of the sample | 3/4" HMA-A |
| The quantity of what the sample constitutes | L1SL1- 750 tonnes | From where was the sample collected | Source |
| First name of sampler or witnessed by | mike | Last name of sampler or witnessed by | Cozad |
| Title of sampler | Materials Tester | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Granite Solari | 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) | 91150114 |
|---|---|---|---|
| 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 | HMA Plant Cold Feed | |
| 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 | 1 | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2025-07-13-6
DIME Test ID: 2025-07-13-6-2
Testing Lab: CT D06 - Bakersfield Field Laboratory
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2025-07-14
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: Yes
Input Type: Calculated
Tester's full name: Neale Brown
Date of test: 07/14/2025
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 98 % | ||||||
| 85 % | ||||||
| 78 % | ||||||
| 59 % | ||||||
| 47 % | ||||||
| 36 % | ||||||
| 26 % | ||||||
| 17 % | ||||||
| 10 % | ||||||
| 6.8 % | ||||||
General comments (publicly viewable) (Max 1000 characters): #8 and #200 out of allowable T-308 and T-30
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-1G7804_37012_250713_L1SL1_T30_a | 134.75 KB | 07/14/2025 | 2025-07-13-6-2 | Info |
Test was verified on 7/14/2025 ✔
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.