Summary for Test 2025-11-09-5-3
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 995242 DEA: 060Y1304 EFIS: 0619000010 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-33-40.4/59.3 |
| Award Date | 06/20/2024 |
| Closeout Date | Not set |
| Work Description | COLD PLANE, PLACE HMA AND RHMA-G, AND REPLACE CULVERTS. |
| Location Description | KERN COUNTY ABOUT 8 MILES NORTH OF MCKITTRICK FROM CYMRIC WASH BRIDGE TO 0.8 MILE SOUTH OF ROUTE 46 |
| QA Service Level | 1 (Verified on 09/03/2024) |
Sample Information
| Sample Taken Date | 11/09/2025 | Sample Unique Key | 5 |
|---|---|---|---|
| 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 | 11/09/2025 |
| Sample type | Acceptance | A brief description of the sample | 1/2" RHMA- G |
| The quantity of what the sample constitutes | L2SL42 | From where was the sample collected | Source |
| First name of sampler or witnessed by | Matt | Last name of sampler or witnessed by | Decker |
| Title of sampler | Materials Tester | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Granite Solari Plant | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | 3905097 |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-15-0114 |
|---|---|---|---|
| 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 | 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 | 42 | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2025-11-09-5
DIME Test ID: 2025-11-09-5-3
Testing Lab: CT D06 - Bakersfield Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2025-11-10
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?: Yes
Input Type: Measured
Tester's full name: Neale Brown
Date of test: 11/09/2025
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 3318.0 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 133.0 grams | 96 % | |||||
| 686.0 grams | 79 % | |||||
| 2281.5 grams | 31 % | |||||
| 309.4 grams | ||||||
| 131.3 grams | 18 % | |||||
| 184.5 grams | 13 % | |||||
| 218.7 grams | 9 % | |||||
| 244.4 grams | 7 % | |||||
| 264.3 grams | 5 % | |||||
| 277.1 grams | 3.2 % | |||||
| 278.0 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0Y1304_37045_251109_L2SL42_Gradation | 167.51 KB | 11/10/2025 | 2025-11-09-5-3 | Info |
Test was verified on 11/10/2025 ✔