Summary for Test 2025-09-02-65-2
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 1000901 DEA: 061G8004 EFIS: 0624000167 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-99-R29.4/33.1 |
| Award Date | 03/27/2025 |
| Closeout Date | Not set |
| Work Description | COLD PLANE AC PAVEMENT, REMOVE CONCRETE PAVEMENT, AND HMA. |
| Location Description | KERN COUNTY NEAR BAKERSFIELD FROM 0.5 MILE SOUTH OF ROUTE 65/99 SEPARATION TO 0.7 MILE NORTH OF LERDO CANAL BRIDGE |
| QA Service Level | 1 (Verified on 01/22/2025) |
Sample Information
| Sample Taken Date | 09/02/2025 | Sample Unique Key | 65 |
|---|---|---|---|
| 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 | 09/03/2025 |
| Sample type | Acceptance | A brief description of the sample | 1/2" RHMA- Type O |
| The quantity of what the sample constitutes | L2SL6 | From where was the sample collected | Source |
| First name of sampler or witnessed by | QC | Last name of sampler or witnessed by | G3 |
| Title of sampler | Materials Tester | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Griffith Edmonston | 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) | 91-15-0068::GRIFFITH COMPANY |
|---|---|---|---|
| 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 | 1/2 inch | |
| The concrete mix design number | Lot number | 2 | |
| Sublot number | 6 | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2025-09-02-65
DIME Test ID: 2025-09-02-65-2
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: 2025-09-03
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: Yes
Input Type: Measured
Tester's full name: Alex
Date of test: 09/03/2025
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 1454.8 grams | ||||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 40.1 grams | 0.0 % | 97 % | ||||
| 252.1 grams | -0.5 % | 82 % | ||||
| 898.8 grams | 0.6 % | 39 % | ||||
| 1220.8 grams | -0.3 % | 16 % | ||||
| 1334.1 grams | -0.4 % | 8 % | ||||
| 1334.1 grams | -0.5 % | 8 % | ||||
| 1363.5 grams | -0.4 % | 6 % | ||||
| 1388.0 grams | 0.3 % | 5 % | ||||
| 1406.4 grams | 0.1 % | 3.4 % | ||||
| 1410.1 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-1G8004_37015_250903_L2SL6_T30. | 117.88 KB | 09/03/2025 | 2025-09-02-65-2 | Info |
Test was verified on 9/3/2025 ✔