Summary for Test 2026-04-16-29-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 994443 DEA: 053307C4 EFIS: 0514000028 |
|---|---|
| DIST-CO-RTE-PM | 05-SLO-41,46-44.5/45.3,54.0/57.8 |
| Award Date | 02/27/2023 |
| Closeout Date | Not set |
| Work Description | Wye Segment - Route 41/46 Separation |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 12/16/2022) |
Sample Information
| Sample Taken Date | 04/16/2026 | Sample Unique Key | 29 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/16/2026 | Sample type | Acceptance |
| A brief description of the sample | 14778 3/4" Aggregate | The quantity of what the sample constitutes | 750 tons |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Timothy |
| Last name of sampler or witnessed by | Ruiz | Title of sampler | Granite QC Technician |
| Telephone number of sampler | Laboratory sample identification | 260416 L9SL1 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite Arvin | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | ||
| Bid Item | 3857462 |
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 | 3/4 inch | |
| The concrete mix design number | Lot number | 9 | |
| Sublot number | 1 | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2026-04-16-29
DIME Test ID: 2026-04-16-29-1
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: 2026-04-20
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: Kyle Engen
Date of test: 04/17/2026
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 5443.3 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 87.1 grams | 98 % | |||||
| 1218.8 grams | 78 % | |||||
| 2062.6 grams | 62 % | |||||
| 3798.8 grams | 30 % | |||||
| 497.2 grams | ||||||
| 198.2 grams | 18 % | |||||
| 287.1 grams | 13 % | |||||
| 346.6 grams | 9 % | |||||
| 394.2 grams | 6 % | |||||
| 429.9 grams | 4 % | |||||
| 455.4 grams | 2.5 % | |||||
| 455.4 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/20/2026 ✔