Summary for Test 2026-01-28-25-2
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 1000540 DEA: 051Q03U4 EFIS: 0524000192 |
|---|---|
| DIST-CO-RTE-PM | 05-SLO,KER-46-60.3/60.8,0.0/0.4 |
| Award Date | 12/13/2024 |
| Closeout Date | 05/04/2026 |
| Work Description | VERTICAL CURVE AND EXTEND EXISTING TRUCK CLIMBING LANE. |
| Location Description | SAN LUIS OBISPO AND KERN COUNTIES NEAR CHOLAME FROM 2.0 MILES EAST OF ANTELOPE ROAD TO 0.4 MILE EAST OF THE KERN COUNTY LINE. |
| QA Service Level | 1 (Verified on 09/09/2024) |
Sample Information
| Sample Taken Date | 01/28/2026 | Sample Unique Key | 25 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 01/28/2026 | Sample type | Acceptance |
| A brief description of the sample | 1348 1/2" Aggregate | The quantity of what the sample constitutes | 384 tons |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Kinedy |
| Last name of sampler or witnessed by | Thomey | Title of sampler | Granite QC |
| Telephone number of sampler | Laboratory sample identification | 260128 L3SL1 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite Arvin CA | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | ||
| Bid Item | 3916771 |
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 | Conveyor Belt | |
| 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 | 3 | |
| Sublot number | 1 | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2026-01-28-25
DIME Test ID: 2026-01-28-25-2
Testing Lab: CT D05 - Whitley Gardens Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2026-01-30
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: Eneas Patron
Date of test: 01/29/2026
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 2811.6 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 49.6 grams | 98 % | |||||
| 451.7 grams | 84 % | |||||
| 1938.5 grams | 31 % | |||||
| 520.7 grams | ||||||
| 235.3 grams | 17 % | |||||
| 321.3 grams | 12 % | |||||
| 374.9 grams | 9 % | |||||
| 414.8 grams | 6 % | |||||
| 445.2 grams | 4 % | |||||
| 469.1 grams | 3.1 % | |||||
| 469.1 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/30/2026 ✔