Summary for Test 2026-08-04-12-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 1002458 DEA: 09428604 EFIS: 0925000087 |
|---|---|
| DIST-CO-RTE-PM | 09-UNKNOWN--unknown |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 07/23/2026) |
Sample Information
| Sample Taken Date | 08/04/2026 | Sample Unique Key | 12 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/04/2026 | Sample type | JMF Verification |
| A brief description of the sample | WRD, 3/8",3/4",1/2" aggregate stockpile | The quantity of what the sample constitutes | 4 bags |
| From where was the sample collected | Source | First name of sampler or witnessed by | Daniel |
| Last name of sampler or witnessed by | Enriquez | Title of sampler | |
| 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 |
|---|---|---|---|
| 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 | Stockpile @ Plant | |
| 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 | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2026-08-04-12
DIME Test ID: 2026-08-04-12-1
Testing Lab: CT D09 - Bishop Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2026-08-11
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: Derek Carrington
Date of test: 08/06/2026
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 5628.2 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 34.0 grams | 99 % | |||||
| 1018.5 grams | 82 % | |||||
| 1858.5 grams | 67 % | |||||
| 3228.3 grams | 43 % | |||||
| 490.7 grams | ||||||
| 160.1 grams | 29 % | |||||
| 257.9 grams | 20 % | |||||
| 322.1 grams | 15 % | |||||
| 374.9 grams | 10 % | |||||
| 417.2 grams | 6 % | |||||
| 446.3 grams | 3.9 % | |||||
| 452.4 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): JMF-01
Test was verified on 8/11/2026 ✔