Summary for Test 2025-07-30-18-3
Test performed: AASHTO T30-19Project 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 | 07/30/2025 | Sample Unique Key | 18 |
|---|---|---|---|
| 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 | 07/31/2025 |
| Sample type | Acceptance | A brief description of the sample | 1/2" RHMA-O |
| The quantity of what the sample constitutes | L2SL12 | From where was the sample collected | Source |
| First name of sampler or witnessed by | Neale | Last name of sampler or witnessed by | Brown |
| 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 | 1/2 inch | |
| The concrete mix design number | Lot number | 2 | |
| Sublot number | 12 | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2025-07-30-18
DIME Test ID: 2025-07-30-18-3
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: 2025-07-31
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: Yes
Input Type: Measured
Tester's full name: Neale Brown
Date of test: 07/31/2025
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 1454.5 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 % | ||||
| 49.8 grams | 0.3 % | 97 % | ||||
| 305.7 grams | -0.9 % | 78 % | ||||
| 969.6 grams | -3.7 % | 30 % | ||||
| 1146.0 grams | -1.7 % | 20 % | ||||
| 1219.1 grams | 0.7 % | 17 % | ||||
| 1283.5 grams | 1.9 % | 14 % | ||||
| 1343.4 grams | 0.9 % | 9 % | ||||
| 1386.2 grams | 0.8 % | 5 % | ||||
| 1407.8 grams | 0.3 % | 3.5 % | ||||
| 1413.4 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-1G7804_37012_250730_L2SL12_T30. | 118.22 KB | 07/31/2025 | 2025-07-30-18-3 | Info |
Test was verified on 7/31/2025 ✔